Loading...
HomeMy WebLinkAboutHanover Hyannis II - 100% IFC Architectural - 3.18.26A Development of:PROJECT TEAM VICINITY MAP APPLICABLE CODES: BUILDING CODE: PLUMBING CODE: MECHANICAL CODE: ELECTRICAL CODE: FIRE CODE: SAFE HARBOR: ACCESSIBILITY: ENERGY CODE:© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS: ARCHITECT OF RECORD: REGISTRATION NUMBER: ISSUED: 04/29/25 - SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - 100% CONFORMANCE 03/18/2026 - 100% IFC SHEET NO. ARCHITECT: W PARTNERSHIP 5120 WOODWAY DRIVE, SUITE 8000 HOUSTON, TEXAS 77056 (713) 993-0439 DEVELOPER: HANOVER R.S. LIMITED PARTNERSHIP 1780 S. POST OAK LANE HOUSTON, TEXAS 77056 (713) 267 2100 STRUCTURAL ENGINEER: VSMsq STRUCTURAL ENGINEERS 1080 ELDRIDGE PARKWAY, SUITE 350 HOUSTON, TEXAS 77077 (281) 407 5734 CIVIL ENGINEER: TETRA TECH 100 NICKERSON ROAD MARLBOROUGH, MASSACHUSETTS 01752 (508) 786 2200 MECHANICAL, ELECTRICAL, & PLUMBING ENGINEER: WOZNY/BARBAR & ASSOCIATES, INC. 1076 WASHINGTON STREET HANOVER, MASSACHUSETTS 02339 (781) 826 4144 EXT.131 LANDSCAPE: HANOVER LANDSCAPE ARCHITECTURE 1780 S. POST OAK LANE HOUSTON, TEXAS 77056 (713) 580 1185 INTERIORS: HANOVER INTERIORS 1780 S. POST OAK LANE HOUSTON, TEXAS 77056 (713) 267 2100 W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comA r c h i t e c t s | P l a n n e r sPROJECT DESCRIPTION A 320 UNIT MULTIFAMILY RESIDENTIAL COMMUNITY 03/18/20263/17/2026 9:10:33 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt JURISDICTION: TOWN OF BARNSTABLE, MAPROJECT ADDRESS: 55 WILKENS LANE, BARNSTABLE, MA 02601 780 C.M.R., TENTH EDITION (AMENDMENTS TO 2021 I.B.C) 248 C.M.R. 2021 INTERNATIONAL MECHANICAL CODE (780 CMR REQ.) 527 C.M.R. 12.00: MASSACHUSETTS ELECTRICAL CODE (AMENDMENTS) 527 C.M.R. 1.00: MASSACHUSETTS COMPRENHENSIVE FIRE SAFETY CODE FAIR HOUSING ACT GUIDELINES AND THE ANSI A117.1-1986 780 C.M.R. CHAPTER 11 AND 521 C.M.R. 780 C.M.R. 13.00 ENERGY EFFICIENCY A0.0.0 COVER SHEET 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026N LEWIS BAY HYANNIS HYANNIS POND WILDLIFE MANAGMENT AREA CUMMAQUID BARNSTABLE WEST HYANNISPORT WEQUAQUET LAKE 132 INTERSTATE 6 MID CAPE HIGHWAY WILKENS LANEPROJECT SITE ATTUCKS LANE KI DD'S HI L L RDPERSERVERANCE WAYLIST OF DEFERRED SUBMITTALS: 1. PREFAB WOOD TRUSS LAYOUTS & DETAILS 2. PREFAB STEEL STAIRS & GUARDRAILS 3. FIRE ALARM DESIGN © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO.DATE:REVISION DESCRIPTION:SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/18/2026 3:22:30 PM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A0.0.1 INDEX 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026ARCHITECTURAL SHEET INDEX SHEET NAME 100SD - 04/29/2025100% DD - 06/10/202550% CD - 07/22/202570% CD - 08/19/202590% CD - 10/01/2025Conformance Set - 11/21/2025100% IFC - 03/18/2026A1 - SITE PLANS A1.1.1 ARCHITECTURAL SITE PLAN X X X X X X X A1.2.1 ARCHITECTURAL BUILDING ADDRESS PLAN X X X X X X A2 - NOTES, SCHEDULES, CODE A2.0.0 CODE DATA X X X X X A2.1.1 PHASING PLAN X X X X X X A2.2.1 LIFE SAFETY PLAN - CLUBHOUSE X X X X X A2.2.2 LIFE SAFETY PLAN - BUILDING T01 X X X X X A2.2.3 LIFE SAFETY PLAN - BUILDING T02 X X X X X A2.4.1 FHA ACCESSIBILITY REQUIREMENTS X X X X X X A2.4.2 521 CMR Sheet 1 ARCHITECTURAL ACCESS BOARD X X X X X A2.4.3 521 CMR Sheet 2 ARCHITECTURAL ACCESS BOARD X X X X X A2.5.1 DOOR SCHEDULES X X X X X X A2.6.1 WINDOW SCHEDULE X X X X X X A2.7.1 STOREFRONT SCHEDULE X X X X X X A3 - UNITS A3.1.10 UNIT A1 FLOOR PLANS X X X X X X X A3.1.20 UNIT A2 FLOOR PLANS X X X X X X X A3.1.21 UNIT A2G2 FLOOR PLANS X X X X X X X A3.1.30 UNIT A3 FLOOR PLANS X X X X X X X A3.2.10 UNIT B0 FLOOR PLANS X X X X X X X A3.2.20 UNIT B1 FLOOR PLANS X X X X X X X A3.2.21 UNIT B1G2 FLOOR PLANS X X X X X X X A3.2.30 UNIT B2 FLOOR PLANS X X X X X X X A3.2.31 UNIT B2 ACCESSIBILITY AND REFLECTED CEILING PLAN X X X X X X X A3.3.10 UNIT C1 FLOOR PLANS X X X X X X X A3.3.11 UNIT C1 ACCESSIBILITY AND REFLECTED CEILING PLAN X X X X X X X A3.3.12 UNIT C1G2 FLOOR PLANS X X X X X X X A3.3.13 UNIT C1G2 ACCESSIBILITY AND REFLECTED CEILING PLAN X X X X X X X A3.4.00 UNIT TYP. KITCHEN PLANS, UTILITY PLANS & INT. ELEVATIONS X X X X X X X A3.4.01 UNIT TYP. BATH PLANS & INT.ELEVATIONS X X X X X X X A3.4.02 UNIT G2 TYP. KITCHEN PLANS, UTILITY PLANS & INT.ELEVATIONS X X X X X X X A4 - FLOOR PLANS & ELEVATIONS A4.1.0 BUILDING #1 T01 - LEVEL 1 SLAB PLAN X X X X X A4.1.1 BUILDING #1 T01 - LEVEL 1 & 2 FLOOR PLANS X X X X X X X A4.1.2 BUILDING #1 T01 - LEVEL 3 & 4 FLOOR PLANS X X X X X X A4.1.3 BUILDING #1 T01 - ROOF PLAN X X X X X X A4.1.4 BUILDING T01 - REFLECTED CEILING PLANS X X X X X A4.1.5 BUILDING T01 - ELEVATIONS X X X X X X X A4.1.6 BUILDING #3 T01 - LEVEL 1 SLAB PLAN X X X X X X A4.1.7 BUILDING #3 T01 - LEVEL 1 & 2 FLOOR PLANS X X X X X X X A4.1.8 BUILDING #3 T01 - LEVEL 3 & 4 FLOOR PLANS X X X X X X A4.1.9 BUILDING #3 T01 - ROOF PLAN X X X X X X A4.2.0 BUILDING T02 - LEVEL 1 SLAB PLAN X X X X X A4.2.1 BUILDING T02 - LEVEL 1 & 2 FLOOR PLANS X X X X X X X A4.2.2 BUILDING T02 - LEVEL 3 & 4 FLOOR PLANS X X X X X X A4.2.3 BUILDING T02 - ROOF PLAN X X X X X X A4.2.4 BUILDING T02 - REFLECTED CEILING PLANS X X X X X A4.2.5 BUILDING T02 - ELEVATIONS X X X X X X X A5 - EXTERIOR OPENINGS A5.3.1 ENLARGED EXTERIOR OPENINGS X X X X X A6 - VERTICAL CIRCULATION A6.1.1 STAIR 'A' PLANS & SECTION X X X X X X A6.1.2 STAIR 'B' PLANS & SECTION X X X X X A6.1.3 STAIR 'C' PLANS & SECTION X X X X X A6.1.4 STAIR 'D' PLANS & SECTION X X X X X A6.2.1 ELEVATOR PLANS & SECTION X X X X X X AC - AMENITIES, CLUBHOUSE PLANS & ELEVATIONS AC1.1.0 CLUBHOUSE SLAB PLAN X X X X X AC1.1.1 CLUBHOUSE FLOOR PLAN X X X X X X X AC1.1.2 CLUBHOUSE ROOF PLAN X X X X X X X AC1.2.1 CLUBHOUSE ELEVATIONS X X X X X X X AC1.2.2 CLUBHOUSE ELEVATIONS X X X X X X X AC1.3.1 CLUBHOUSE BUILDING SECTIONS X X X X X AC1.3.2 CLUBHOUSE BUILDING SECTIONS X X X X X AC1.4.1 CLUBHOUSE WALL SECTIONS X X X X X AD1.1 - FLOOR/CEILING ASSEMBLIES AD1.1.1 FLOOR/CEILING & ROOF ASSEMBLIES X X X X X X AD1.1.2 UL DESIGN NO. L563 X X X X X X AD1.1.3 UL DESIGN NO. L556, GA FILE RC2751 X X X X X X AD1.1.4 UL DESIGN NO. P522 X X X X X X AD1.2 - WALL ASSEMBLIES AD1.2.1 WALL TYPES X X X X X X AD1.2.2 UL DESIGN U356 & GA FILE NO. WP3269 X X X X X X AD1.2.3 UL DESIGN U305 X X X X X X AD1.2.4 UL DESIGN U301 AND U905 X X X X X X AD1.2.5 UL DESIGN U347 AND U428 X X X X X X AD1.3 - PENETRATION AND FIRE STOP ASSEMBLIES AD1.3.1 FIRESTOP SYSTEM X X X X X AD1.3.2 FIRESTOP SYSTEMS - MECHANICAL X X X X X AD1.3.3 FIRESTOP SYSTEMS - ELECTRICAL X X X X X AD1.3.4 FIRESTOP SYSTEMS - PLUMBING X X X X X AD1.3.5 FIRESTOP SYSTEMS - PLUMBING X X X X X AD2 - WALL SECTIONS AD2.1.1 INTERIOR WALL SECTIONS X X X X X X AD2.2.1 EXTERIOR WALL SECTIONS X X X X X X AD2.3.1 GARAGE WALL SECTIONS X X X X X AD4 - BUILDING PLAN & SECTION DETAILS AD4.1.1 PLAN DETAILS X X X X X AD4.1.2 PLAN DETAILS X X X X X AD4.2.1 WALL SECTION DETAILS X X X X X AD4.2.2 EXTERIOR WALL SECTION DETAILS X X X X X AD4.2.4 EXTERIOR DETAILS CLUB HOUSE X X X X X AD4.2.5 GARAGE EXTERIOR SECTION DETAILS X X X X X AD5 - WATERPROOFING DETAILS AD5.1.1 MISCELLANEOUS WATERPROOFING DETAILS X X X AD5.2.1 EXTERIOR OPENING FLASHING DETAILS X X X X X X AD5.3.1 TYVEK WATER & AIR BARRIER INSTALLATION GUIDELINES X X X X X AD5.4.1 AIR SEALING GUIDE X X X X X AD6 - OPENING DETAILS AD6.1.1 INTERIOR DOOR DETAILS X X X X X AD6.1.2 EXTERIOR DOOR DETAILS X X X X X AD6.1.3 SLIDING DOOR DETAILS X X X X X AD6.2.1 WINDOW DETAILS X X X X X AD6.3.1 ARCHITECTURAL GLAZING DETAILS X X X X X AD7 - STAIR DETAILS AD7.1.1 STAIR DETAILS X X X X X X AD8 - ROOF DETAILS AD8.1.1 ROOF DETAILS X X X X X AD8.1.2 ROOF DETAILS X X X X X AD8.2.1 R&J GUARDRAIL DETAILS X X X X X AD9- MISC. INTERIOR DETAILS AD9.1.1 INTERIOR KITCHEN AND LAUNDRY DETAILS X X X X X AD9.1.2 INTERIOR BATH DETAILS X X X X X AD9.1.3 INTERIOR MISC. DETAILS X X X X X X AG - GARAGE PLANS & ELEVATIONS AG1.1.1 GARAGES A & H PLANS X X X X X X X AG1.1.2 GARAGES A & H ELEVATIONS X X X X X X X AG2.1.1 GARAGE D PLANS X X X X X X X AG2.1.2 GARAGE D ELEVATIONS X X X X X X X AG3.1.1 GARAGE B & G PLANS X X X X X X X AG3.1.2 GARAGE B & G ELEVATIONS X X X X X X X AG4.1.1 GARAGE C & F PLANS X X X X X X X CIVIL SHEET INDEX SHEET NAME 50% CD - 07/22/202570% CD - 08/19/202590% CD - 10/01/2025Conformance Set - 11/21/2025100% IFC - 03/18/2026C-1 Index Sheet X X X X X C-2 Existing Conditions Plan X X X X X C-3 Existing Conditions Plan X X X X X C-4 Existing Conditions Plan X X X X X C-5 Existing Conditions Plan X X X X X C-6 Existing Conditions Plan X X X X X C-7 Existing Conditions Plan X X X X X C-8 Site Layout Plan X X X X X C-9 Site Layout Plan X X X X X C-10 Site Layout Plan X X X X X C-11 Site Layout Plan X X X X X C-12 Site Layout Plan X X X X X C-13 Grading and Drainage Plan X X X X X C-14 Grading and Drainage Plan X X X X X C-15 Grading and Drainage Plan X X X X X C-16 Grading and Drainage Plan X X X X X C-17 Grading and Drainage Plan X X X X X C-18 Utility Plan X X X X X C-19 Utility Plan X X X X X C-20 Utility Plan X X X X X C-21 Utility Plan X X X X X C-22 Utility Plan X X X X X C-23 Utility Plan X X X X X C-24 Erosion & Sediment Control Plan X X X X X C-25 Erosion & Sediment Control Plan X X X X X C-26 Erosion & Sediment Control Plan X X X X X C-27 Erosion & Sediment Control Plan X X X X X C-28 Erosion & Sediment Control Plan X X X X X C-29 Erosion & Sediment Control Plan X X X X X C-30 Detail Sheet X X X X X C-31 Detail Sheet X X X X X C-32 Detail Sheet X X X X X C-33 Detail Sheet X X X X X C-34 Detail Sheet X X X X X C-35 Detail Sheet X X X X X C-36 Detail Sheet X X X X X STRUCTURAL SHEET INDEX SHEET NAME 50% CD - 07/22/202570% CD - 08/19/202590% CD - 10/01/2025Conformance Set - 11/21/2025S0.000 Cover Sheet X X X X S0.100 General Notes X X X X S0.101 General Notes X X X X S0.110 General Notes - Reinforcement X X X X S0.111 General Notes - Reinforcement / Embeds X X X X S0.130 CMU General Notes / Typical Details X X X X S0.131 CMU Typical Details X X X X S0.300 General Notes - Wood X X X X S0.301 General Notes - Wood X X X X S0.302 Typical Framing Details - Wood X X X X S0.303 Typical Framing Details - Wood X X X X S0.304 Stud / Post Schedule - Wood X X X X S1.110 Foundation Plan - Bldg #1-T01 - Overall Plan X X X X S1.111 Foundation Plan - Bldg #3-T01 - Overall Plan X X X X S1.120 Foundation Plan - Bldg #2,#4 & #5 - T02 - Overall Plan X X X X S2.112 Wood Framing Plan - Level 2 - Bldg #1-T01 - Overall Plan X X X X S2.113 Wood Framing Plan - Levels 3&4 - Bldg #1-T01 - Overall Plan X X X X S2.122 Wood Framing Plan - Level 2 - Bldg #3-T01 - Overall Plan X X X X S2.123 Wood Framing Plan - Levels 3&4 - Bldg #3-T01 - Overall Plan X X X X S2.132 Wood Framing Plan - Level 2 - Bldg T02 - Overall Plan X X X X S2.133 Wood Framing Plan - Levels 3&4 - Bldg T02 - Overall Plan X X X X S2.210 Wood Framing Plan - Roof - Bldg #1-T01 - Overall Plan X X X X S2.211 Wood Framing Plan - Roof - Bldg #3-T01 - Overall Plan X X X X S2.220 Wood Framing Plan - Roof - Bldg T02 - Overall Plan X X X X S2.410 Wood Shearwall Plan - Bldg #1-T01 - Overall Plan X X X X S2.411 Wood Shearwall Plan - Bldg #3-T01 - Overall Plan X X X X S2.420 Wood Shearwall Plan - Bldg T02 - Overall Plan X X X X S3.000 Typical Foundation Details X X X X S3.001 Typical Foundation Details X X X X S3.100 Foundations Sections X X X X S3.101 Foundations Sections X X S4.110 Framing Sections - Wood Floor X X X X S4.210 Elevator Framing X X X S4.310 Framing Sections - Wood Roof X X X X S4.311 Framing Sections - Wood Roof X X X X S4.312 Framing Sections - Wood Roof X X X X S4.313 Framing Sections - Wood Roof X X X X S4.314 Framing Sections - Wood Roof X X X X S5.410 Wood Shear Wall Schedule X X X X S5.411 Wood Shear Wall Hold-Downs / Comp Post Schedule - ATR / Rod System X X X S5.412 Wood Shear Wall Hold-Downs Details - ATR / Rod System X X X S5.413 Wood Shear Wall Typical Details X X X X S5.414 Wood Shear Wall Anchorage ATR / Rod System - Strip and Stem Foundations X X X X S5.420 Roof Girder Truss Uplift Details X X X X S5.421 Roof Truss Uplift Details X X X X SC1-101 Foundation Plan - Clubhouse X X X X SC2-102 Framing Plan - Roof - Clubhouse X X X X SC2-201 Wood Shearwall Plan - Clubhouse X X X X SG1.101 Foundation Plan - Garage A & H X X X X SG1.102 Foundation Plan - Garage B & G X X X X SG1.103 Foundation Plan - Garage C & F X X X X SG1.104 Foundation Plan - Garage D / Maintenance X X X X SG1.105 Foundation Plan - Garage E / Dogwash X X X X SG2.210 Wood Framing Plan - Roof - Garage A & H X X X X SG2.220 Wood Framing Plan - Roof - Garage B & G X X X X SG2.230 Wood Framing Plan - Roof - Garage C & F X X X X SG2.240 Wood Framing Plan - Roof - Garage D / Maintenance X X X X SG2.250 Wood Framing Plan - Roof - Garage E / Dogwash X X X X SG2.410 Wood Shearwall Plan - Garage A & H X X X X SG2.420 Wood Shearwall Plan - Garage B & G X X X X SG2.430 Wood Shearwall Plan - Garage C & F X X X X SG2.440 Wood Shearwall Plan - Garage D / Maintenance X X X X SG2.450 Wood Shearwall Plan - Garage E / Dogwash X X X X MECHANICAL SHEET INDEX SHEET NAME 50% CD - 07/22/202570% CD - 08/19/202590% CD - 10/01/2025Conformance Set - 11/21/2025M0.1 MECHANICAL LEGENDS AND GENERAL NOTES X X X M0.2 MECHANICAL SCHEDULES X X X X M0.3 MECHANICAL SCHEDULES X X X X M0.4 MECHANICAL SCHEDULES X X X X M1.1.1 MECHANICAL BUILDING 1 FIRST FLOOR PLANS X X X X M1.1.2 MECHANICAL BUILDING 1 SECON FLOOR PLANS X X X X M1.1.3 MECHANICAL BUILDING 1 THIRD FLOOR PLANS X X X X M1.1.4 MECHANICAL BUILDING 1 FOURT FLOOR PLANS X X X X M1.1.5 MECHANICAL BUILDING 1 ROOF PLANS X X X X M1.2.1 MECHANICAL BUILDING 2 FIRST FLOOR PLANS X X X X M1.2.2 MECHANICAL BUILDING 2 SECON FLOOR PLANS X X X X M1.2.3 MECHANICAL BUILDING 2 THIRD FLOOR PLANS X X X X M1.2.4 MECHANICAL BUILDING 2 FOURT FLOOR PLANS X X X X M1.2.5 MECHANICAL BUILDING 2 ROOF PLANS X X X X M1.3.1 MECHANICAL CLUBHOUSE FIRS FLOOR PLANS X X X X M1.3.2 MECHANICAL CLUBHOUSE ROOF PLANS X X X X M1.4.1 MECHANICAL GARAGE B-G FIRS FLOOR PLANS X X X X M1.4.2 MECHANICAL GARAGE B-G ROOF PLANS X X X X M1.5.1 MECHANICAL GARAGE D FIRST FLOOR PLANS X X X X M1.5.2 MECHANICAL GARAGE D ROOF PLANS X X X X M1.6.1 MECHANICAL GARAGE E FIRST FLOOR PLANS X X X X M1.6.2 MECHANICAL GARAGE E ROOF PLANS X X X X M2.1.1 MECHANICAL BUILDING 1 FLOOR 1 PIPING PLANS X X X X M2.1.2 MECHANICAL BUILDING 1 FLOO 2 PIPING PLANS X X X X M2.1.3 MECHANICAL BUILDING 1 FLOO 3 PIPING PLANS X X X X M2.1.4 MECHANICAL BUILDING 1 FLOO 4 PIPING PLANS X X X X M2.1.5 MECHANICAL BUILDING 1 ROOF PIPING PLANS X X X X M2.2.1 MECHANICAL BUILDING 2 FLOOR 1 PIPING PLANS X X X X M2.2.2 MECHANICAL BUILDING 2 FLOOR 2 PIPING PLANS X X X X M2.2.3 MECHANICAL BUILDING 2 FLOO 3 PIPING PLANS X X X X M2.2.4 MECHANICAL BUILDING 2 FLOOR 4 PIPING PLANS X X X X M2.2.5 MECHANICAL BUILDING 2 ROOF PIPING PLANS X X X X M2.3.1 MECHANICAL CLUBHOUSE FLOOR 1 PIPING PLANS X X X X M2.3.2 MECHANICAL CLUBHOUSE ROOF PIPING PLANS X X X M2.4.1 MECHANICAL GARAGE B-G FLOO 1 PIPING PLANS X X X M2.4.2 MECHANICAL GARAGE B-G ROOF PIPING PLANS X X X M2.5.1 MECHANICAL GARAGE D FLOOR PIPING PLANS X X X X M2.5.2 MECHANICAL GARAGE D ROOF PIPING PLANS X X X M2.6.1 MECHANICAL GARAGE E FLOOR PIPING PLANS X X X X M2.6.2 MECHANICAL GARAGE E ROOF PIPING PLANS X X X M3.1 MECHANICAL LOWER FLOOR UNIT PLANS X X X X M3.2 MECHANICAL LOWER FLOOR UNIT PLANS X X X X M3.3 MECHANICAL LOWER FLOOR UNIT PLANS X X X X M3.4 MECHANICAL UPPER FLOOR UNIT PLANS X X X X M3.5 MECHANICAL UPPER FLOOR UNIT PLANS X X X X M4.1 MECHANICAL DETAILS X X X X M4.2 MECHANICAL DETAILS X X X X M4.3 MECHANICAL DETAILS X X X X M4.4 MECHANICAL DETAILS X X X X M5.1 MECHANICAL RISER DIAGRAM X X X M6.1 MECHANICAL DRAWING SPECIFICATIONS X X X X M6.2 MECHANICAL DRAWING SPECIFICATIONS X X X X M6.3 MECHANICAL DRAWING SPECIFICATIONS X X X X ELECTRICAL SHEET INDEX SHEET NAME 50% CD - 07/22/202570% CD - 08/19/202590% CD - 10/01/2025Conformance Set - 11/21/2025E0.00 ELECTRICAL LEGEND AND GENERAL NOTES X X X E0.01 ELECTRICAL SITE PLAN X X X X E0.02 ELECTRICAL SITE LIGHTING AND POWER PLAN X X X X E0.03 ELECTRICAL BUILDING TYPE 1 LIGHTING ELEVATIONS X X X X E0.04 ELECTRICAL BUILDING TYPE 2 LIGHTING ELEVATIONS X X X X E0.05 ELECTRICAL BUILDING CLUBHOUSE LIGHTING ELEVATIONS X X X X E1.1.1 BUILDING TYPE T01 LEVEL 1 LIGHTING PLAN X X X X E1.1.2 BUILDING TYPE T01 LEVEL 2 LIGHTING PLAN X X X X E1.1.3 BUILDING TYPE T01 LEVEL 3 LIGHTING PLAN X X X X E1.1.4 BUILDING TYPE T01 LEVEL 4 LIGHTING PLAN X X X X E1.2.1 BUILDING TYPE T02 LEVEL 1 LIGHTING PLAN X X X X E1.2.2 BUILDING TYPE T02 LEVEL 2 LIGHTING PLAN X X X X E1.2.3 BUILDING TYPE T02 LEVEL 3 LIGHTING PLAN X X X X E1.2.4 BUILDING TYPE T02 LEVEL 4 LIGHTING PLAN X X X X E1.3.1 CLUBHOUSE LEVEL 1 LIGHTING PLAN X X X X E2.1.1 BUILDING TYPE T01 LEVEL 1 POWER PLAN X X X X E2.1.2 BUILDING TYPE T01 LEVEL 2 POWER PLAN X X X X E2.1.3 BUILDING TYPE T01 LEVEL 3 POWER PLAN X X X X E2.1.4 BUILDING TYPE T01 LEVEL 4 POWER PLAN X X X X E2.1.5 BUILDING TYPE T01 ROOF LEVEL POWER PLAN X X X X E2.2.1 BUILDING TYPE T02 LEVEL 1 POWER PLAN X X X X E2.2.2 BUILDING TYPE T02 LEVEL 2 POWER PLAN X X X X E2.2.3 BUILDING TYPE T02 LEVEL 3 POWER PLAN X X X X E2.2.4 BUILDING TYPE T02 LEVEL 4 POWER PLAN X X X X E2.2.5 BUILDING TYPE T02 ROOF LEVEL POWER PLAN X X X X E2.3.1. CLUBHOUSE LEVEL 1 POWER PLAN X X X X E2.3.2. CLUBHOUSE ROOF LEVEL POWER AND LIGHTING PLAN X X E2.4.1 GARAGE ELECTRICAL PART PLANS X X X X E2.4.2 GARAGE ELECTRICAL PART PLANS X X X X E2.4.3 GARAGE ELECTRICAL PART PLANS X X X X E2.4.4 TRASH COMPACTOR POWER PLAN X X X E3.1.1 BUILDING TYPE T01 LEVEL 1 FIRE ALARM PLAN X X X X E3.1.2 BUILDING TYPE T01 LEVEL 2 FIRE ALARM PLAN X X X X E3.1.3 BUILDING TYPE T01 LEVEL 3 FIRE ALARM PLAN X X X X E3.1.4 BUILDING TYPE T01 LEVEL 4 FIRE ALARM PLAN X X X X E3.1.5 BUILDING TYPE T01 ROOF LEVEL FIRE ALARM PLAN X X X X E3.2.1 BUILDING TYPE T02 LEVEL 1 ALARM PLAN X X X X E3.2.2 BUILDING TYPE T02 LEVEL 2 ALARM PLAN X X X X E3.2.3 BUILDING TYPE T02 LEVEL 3 ALARM PLAN X X X X E3.2.4 BUILDING TYPE T02 LEVEL 4 ALARM PLAN X X X X E3.2.5 BUILDING TYPE T02 ROOF LEVEL ALARM PLAN X X X X E3.3.1 CLUBHOUSE LEVEL 1 FIRE ALARM PLAN X X X X E4.1 ELECTRICAL BUILDING #1 POWER RISER DIAGRAM X X X X E4.2 ELECTRICAL BUILDING #2 POWER RISER DIAGRAM X X X X E4.3 ELECTRICAL BUILDING #3 POWER RISER DIAGRAM X X X X E4.4 ELECTRICAL BUILDING #4 POWER RISER DIAGRAM X X X X E4.5 ELECTRICAL BUILDING #5 POWER RISER DIAGRAM X X X X E4.6 ELECTRICALCLUBHOUSE POWER RISER DIAGRAM X X X X E4.7 BUILDING TYPE T01 & T02 FIRE ALARM RISER DIAGRAM X X X X E4.8 ELECTRICAL BUILDING 6 FIRE ALARM RISER X X X X E4.9 BUILDING TYPE T01 & T02 TELE/DATA RISER DIAGRAM X X X X E5.1 ELECTRICAL ELEVATOR MACHINE ROOM PART PLANS X X X X E5.2 ELECTRICAL UNIT PLANS X X X X E5.3 ELECTRICAL UNIT PLANS X X X X E5.4 ELECTRICAL UNIT PLANS X X X X E5.5 ELECTRICAL UNIT PLANS X X E5.6 ELECTRICAL UNIT PLANS X X E6.1 ELECTRICAL LIGHTING SCHEDULE X X X X E6.2 ELECTRICAL SCHEDULES X X X X E6.3 ELECTRICAL MECHANICAL SCHEDULE X X X X E6.4 ELECTRICAL MECHANICAL SCHEDULE X X E7.1 ELECTRICAL DETAILS X X X X E7.2 ELECTRICAL DETAILS X X X X PLUMBING SHEET INDEX SHEET NAME 50% CD - 07/22/202570% CD - 08/19/202590% CD - 10/01/2025Conformance Set - 11/21/2025P0.1 PLUMBING SCHEDULES, NOTES, AND SPECIFICATIONS X X X P0.2 PLUMBING SCHEDULES, NOTES, LEGEND AND DETAILS X X X P0.3 PLUMBING DETAILS X X X P0.4 PLUMBING DETAILS X X X X P0.5 PLUMBING RISER DIAGRAMS X X X X P0.6 PLUMBING SPECIFICATIONS X X X X P0.7 PLUMBING SPECIFICATIONS X X X X P1.1.0.1 BUILDING #1 T01 – UNDERGROUND PLUMBING PLAN X X X X P1.1.0.2 BUILDING #3 T01 – UNDERGROUND PLUMBING PLAN X X X X P1.1.1 BUILDING T01 – LEVEL 1 PLUMBING FLOOR PLAN X X X X P1.1.2 BUILDING T01 – LEVEL 2 PLUMBING FLOOR PLAN X X X X P1.1.3 BUILDING T01 – LEVEL 3 PLUMBING FLOOR PLAN X X X X P1.1.4 BUILDING T01 – LEVEL 4 PLUMBING FLOOR PLAN X X X X P1.1.5 BUILDING T01 – ROOF PLUMBING PLAN X X X X P1.2.0.1 BUILDING #2 T02 – UNDERGROUND PLUMBING PLAN X X X X P1.2.0.2 BUILDING #4 T02 – UNDERGROUND PLUMBING PLAN X X X X P1.2.0.3 BUILDING #5 T02 – UNDERGROUND PLUMBING PLAN X X X X P1.2.1 BUILDING T02 – LEVEL 1 PLUMBING FLOOR PLAN X X X X P1.2.2 BUILDING T02 – LEVEL 2 PLUMBING FLOOR PLAN X X X X P1.2.3 BUILDING T02 – LEVEL 3 PLUMBING FLOOR PLAN X X X X P1.2.4 BUILDING T02 – LEVEL 4 PLUMBING FLOOR PLAN X X X X P1.2.5 BUILDING T02 – ROOF PLUMBING PLAN X X X X P2.1 PLUMBING UNIT PLANS X X X X P2.2 PLUMBING UNIT PLANS X X X X P2.3 PLUMBING UNIT PLANS X X X X P3.1 PLUMBING GAS SITE PLAN X X X X PC1.1.0 CLUBHOUSE – PLUMBING UNDERGROUND PLAN X X X X PC1.1.1 CLUBHOUSE – PLUMBING FLOOR PLAN X X X X PC.1.1.2 CLUBHOUSE – PLUMBING ROOF PLAN X X X X PG1.1.1 GARAGE D – PLUMBING UNDERGROUND AND FLOOR PLAN X X X X PG1.2.1 GARAGE E – PLLUMBING UNDERGROUND AND FLOOR PLAN X X X X LANDSCAPE SHEET INDEX SHEET NAME 50% CD - 07/22/202570% CD - 08/19/202590% CD - 10/01/2025Conformance Set - 11/21/2025100% IFC - 03/18/2026L0.01 MATERIALS Legend & Notes X X X X X L0.02 SCHEDULE & MATERIALS Drainage Specifications X X X X X L0.03 SCHEDULE & MATERIALS Planting Specifications X X X X X L0.04 SCHEDULE & MATERIALS Irrigation Specifications X X X X X L0.05 SCHEDULE & MATERIALS Swimming Pool Specifications X X X X X L1.00 HARDSCAPE Overall Site Plan X X X X X L1.0AR HARDSCAPE Accessible Route Plan X X X X X L1.0EJ HARDSCAPE Overall Site Plan Expansion Joint Plan X L1.0SP HARDSCAPE Snow Storage Plan X X X X X L1.01 HARDSCAPE Segment A X X X X X L1.02 HARDSCAPE Segment B X X X X X L1.03 HARDSCAPE Segment C X X X X X L1.04 HARDSCAPE Segment D X X X X X L1.05 HARDSCAPE Pool & Lawn Courtyard X X X X X L1.06 HARDSCAPE Clubhouse Amenity Area X X X X X L2.00 SLEEVING PLAN Overall Site Plan X X X X X L2.01 GRADING & DRAINAGE Segment A X X X X X L2.02 GRADING & DRAINAGE Segment B X X X X X L2.03 GRADING & DRAINAGE Segment C X X X X X L2.04 GRADING & DRAINAGE Segment D X X X X X L2.05 GRADING & DRAINAGE Pool & Lawn Courtyard X X X X X L2.06 GRADING & DRAINAGE Clubhouse Amenity Area X X X X X L3.00 LANDSCAPE ELECTRICAL Overall Site Plan X X X X X L3.01 LANDSCAPE ELECTRICAL Segment A X X X X X L3.02 LANDSCAPE ELECTRICAL Segment B X X X X X L3.03 LANDSCAPE ELECTRICAL Segment C X X X X X L3.04 LANDSCAPE ELECTRICAL Segment D X X X X X L3.05 LANDSCAPE ELECTRICAL Pool & Lawn Courtyard X X X X X L3.06 LANDSCAPE ELECTRICAL Clubhouse Amenity Area X X X X X L4.10 LANDSCAPE DETAILS Swimming Pool X X X X X L4.20 LANDSCAPE DETAILS Flatwork X X X X X L4.21 LANDSCAPE DETAILS Flatwork & BBQ X X X X X L4.30 LANDSCAPE DETAILS Planters & Site Walls X X X X X L4.40 LANDSCAPE DETAILS Fencing X X X X X L4.41 LANDSCAPE DETAILS Firepit X X X X X L4.50 LANDSCAPE DETAILS Trash Enclosure X X X X X L4.60 LANDSCAPE DETAILS Lighting X X X X X L4.70 LANDSCAPE DETAILS Planting X X X X X L5.01 LANDSCAPE IRRIGATION Overall Site Plan X X X X X L6.00 LANDSCAPE PLANTING Overall Site Plan X X X X X L6.01 LANDSCAPE PLANTING Segment A X X X X X L6.02 LANDSCAPE PLANTING Segment B X X X X X L6.03 LANDSCAPE PLANTING Segment C X X X X X L6.04 LANDSCAPE PLANTING Segment D X X X X X L6.05 LANDSCAPE PLANTING Pool & Lawn Courtyard X X X X X L6.06 LANDSCAPE PLANTING Clubhouse Amenity Area X X X X X L6.07 LANDSCAPE PLANTING Details X X X X X © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/18/2026 3:22:33 PM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A0.0.2 INDEX 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026INTERIORS SHEET INDEX SHEET NAME 50% CD - 07/22/202570% CD - 08/19/202590% CD - 10/01/2025Conformance Set - 11/21/2025100% IFC - 03/18/2026iA0.0 Residential Cover Sheet X X X X iA0.00 Clubhouse Interior Cover Sheet X iA0.1 Clubhouse & Amenity Finishes Schedules X X X X X iA0.2 FF/E/AV/Plumbing Schedules X X X X X iA0.3 Clubhouse Lighting Schedule X iA0.4 Clubhouse - Door Schedule & Wall types X X X X X iA0.5 Clubhouse Slab Plan X X X X iA1.0 Partition Plan X X X X X iA2.0 Reflected Ceiling Plan X X X X X iA3.0 Power, Data Equip. Plan X X X X X iA4.0 Finish Plan X X X X X iA5.0 Furniture Plan X X X X X iA6.0 Clubhouse Interiors Elevations X X X X X iA6.1 Clubhouse Interiors Elevations X X X X X iA6.2 Clubhouse Interiors Elevations X X X X X iA6.3 Clubhouse Interiors Elevations X X X X X iA7.0 Clubhouse Details X X X X X iA7.1 Clubhouse Details X X X X X iA7.2 Clubhouse Details X X X X X iA7.3 Clubhouse Details X X X X X iA7.4 Clubhouse Details X X X X X iA7.5 Clubhouse Details X X X X X iA7.6 Clubhouse Details X X X X X iA7.7 Lobby clubhouse AP1 light details X X X X X iA7.8 Pet Spa Details X X X X X iA8.0 Typical Corridor Design X X X X X iA8.1 Corridor RCP for Building #1 T01 X X X X X iA8.2 Corridor RCP for Building #3 T01 X X X X X iA8.3 Corridor RCP for Building T02 X X X X X iA8.4 Corridor Finish Plan for Building #1 T01 X X X X X iA8.5 Corridor Finish Plan for Building #3 T01 X X X X X iA8.6 Corridor Finish Plan for Building T02 X X X X X iA9.0 Pet Spa Plans X X X X X RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISET TTTGGG GGGGG G GGGGGGGGGGGG G G G G GEXISTINGMAINTENANCEBLDG.EXISTING GARAGE GENERATOR PUMP STATIONTTr LFPARC CENTRECHAIRNO ARMSLFPARC CE NT REC HAIR N O AR MSLF PARC CENTRE CHA IR NO ARMS LFPARC CENTRETABLE24 ROUNDDRAINAGE EASEMENT DRAINAGE EASEMENTVARIABLE WIDTH SLOPE EASEMENTV A R I A B L E W I D T H S L O P E E A S E M E N T RHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISE RHMESA A LUMINUM CHA ISE RHALUMINUM SIDETABLE20 X 2 0 RHMESA ALUM INUM CHAISERHALUM INUM S IDETABLE20 X 20RHMESA ALUM INUM CHAISERHMESA ALUMINUM CHAISE RHMESA ALUM INUM CHAISERHMESA ALUM INUM CHAISERHMESA ALUM INUM CHAISERHALUMINUM S IDETABLE20 X 2 0 RHMESA ALUMINUM CHA ISE RHALUM INUM S IDETABLE20 X 20RHMESA ALUMINUM CHA ISE RHMESA ALUM INUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUM INUM S IDETABLE20 X 20RHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUM INUM S IDETABLE20 X 20RHALUMINUM S IDETABLE20 X 2 0 RHMESA ALUMINUM CHAISERHALUMINUM S IDETABLE20 X 2 0 RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHALUMINUM S IDETABLE20 X 2 0 RHALUMINUM S IDETABLE20 X 2 0 +1 +2 +3 +4 +1' +2' Crown Lawn for Drainage Berm +3 +2 +1 +0' +0'TTrTTrTTrTT T r2'-0" Pool Equipment TO WILKENS ROAD OUTDOOR PATIOS TRASH ACCESSIBLE GAR. GARAGE W/ MAINT. DETACHED GARAGE, TYP. T02 2 T01 1 CLUB 6 369 T01 3 T02 4 T02 5 30' BLDG SETBACK B2 C1 A2 A2 A2A2 B0 B1 B1B1 A1 A1 A1A1 B2 C1 B2C1 A2 A2 A2A2 B1 B0 B1B1 A1 A1 A1A1 C1 B2 B2 B2 A3 A3 A2 A2 A2 A2 B1 A1 A1 B2 B2A1A1 UNIT A3 LEVEL 1 UNIT A3 LEVEL 1 UNIT A3 AT LEVEL 1 UNIT A3 AT LEVEL 1 UNIT A3 LEVEL 1 B2 B2 A1 A1 A1 A1 B1 A2 A2 A2 A3 B2 B2 A3 A2 B2 B2 A1 A1 A1 A1 B1 A2 A2 A2 A2 A3 A3 B2 B2 6REG A 6+BIKE B 5+HC C6+M D 6+PET E 5+HC F6+BIKE G 6REG H BIKE STO. BIKE STO. DOG WASH E. METER E. METER E. METER E. METER E. METER 30' SETBACK PROPERTY LINE FFE=51.50 FIRE ACCESS GATE 30' SETBACK PROPERTY LINE FFE=51.50FFE=51.50 FFE=52.50 FFE=53.00 FFE=53.00 PUMP STATION RE: CIVIL 30' SETBACK PROPERTY LINE 30' SETBACK PROPERTY LINE 30' SETBACK PROPERTY LINE ACCESS EASEMENT50' - 0"A2-G2 AT LEVEL 1 & 2 C1-G2 AT LEVEL 4 LEVEL 4 LEVEL 1 LEVEL 2 & 3 LEVEL 2 & 3 B1-G2 AT LEVEL 2-4 A2-G2 AT LEVEL 1 & 2 A2-G2 AT LEVEL 1 & 2 B1-G2 AT LEVEL 2-4 A2-G2 AT LEVEL 1 & 2 A2-G2 AT LEVEL 1 & 2 B0 B0 B0 STAIRSTAIRSTAIRSTAIRSTAIRSTAIRSTAIRSTAIRSTAIRSTAIRS.R.C. S.R.C.ELEV. ELEV. ELEV. S.R.C. S.R.C. ELEV. S.R.C. ELEV. S.R.C. +50.20 +51.10 +50.90 +50.20 +50.50 +52.40 +50.90 POOL RE: LANDSCAPE +52.60 E. METER G. METER E. METER E. METER E. METER G. METER E. METER E. METER N N T T T(f) T(f) T(f)T(f)T(f)T(f) NN NN T(f)T(f)TT T(f) T(f) T T T(f) T(f) T(f) T(f)T(f) T(f) T T T(f) T(f) T T N N N N T T T(f) T(f) T(f) T(f) T(f) N(f) N T T T(f) T(f) T(f) T(f) N(f) N N N T T T(f) T(f)1.5% MAX. SLOPEACCESSIBLE GARAGE © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO.DATE:REVISION DESCRIPTION:SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261" = 40'-0" 3/17/2026 9:30:31 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A1.1.1 ARCHITECTURAL SITE PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SITE PLAN NOTES: 1. REFER TO CIVIL ENGINEER DRAWINGS FOR SITE DIMENSIONS, DRAINAGE, EASEMENTS, PROPERTY LINES AND SETBACKS. 2. REFER TO LANDSCAPE ARCHITECT DRAWINGS FOR LANDSCAPING, SIDEWALKS, SPOT ELEVATIONS AND FINAL GRADES. 3. REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR ALL TRANSFORMER LOCATIONS AND REQUIRED CLEARANCES. 4. SLOPE ALL GRADING, CONCRETE WALKS & ENTRANCES AWAY FROM EXTERIOR WALLS. SIDEWALKS SHALL NOT HAVE A RUN SLOPE GREATER THAN 5% NOR A CROSS SLOPE GREATER THAN 2% CHANGES IN LEVEL BETWEEN 1/4" & 1/2" HIGH SHALL BE BEVELLED WITH A SLOPE NOT STEEPER THAN 1:2 5. ALL ACCESSIBLE ROUTES, ENTRANCES AND EXITS SHALL BE IN ACCORDANCE WITH ANSI, ADA, AND 521 CMR MASSACHUSETTS ARCHITECTURAL ACCESS BOARD. 6. ALL PUBLIC ACCOMODATIONS SHALL BE IN ACCORDANCE WITH ANSI, ADA, AND 521 CMR MASSACHUSETTS ARCHITECTURAL ACCESS BOARD. 7. REFER LANDSCAPE DRAWINGS FOR EXTENDED PATIOS AT GROUND LEVEL. 8. REFER LANDSCAPE DRAWINGS FOR POOL & COURTYARD LAYOUT, PLANTING, RETAINING WALLS, PAVING, ETC. 9. DIMENSIONS AND FINISH FLOOR ELEVATIONS ARE FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR EXACT BOUNDARY, DIMENSION CONTROL AND F.F.E. CONTROL ELEVATIONS. 10. PROVIDE HANDICAP PARKING STALLS, ACCESSIBLE SIDEWALKS, SIGNAGE AND CURBS IN ACCORDANCE WITH ANSI, ADA, AND 521 CMR MASSACHUSETTS ARCHITECTURAL ACCESS BOARD. 11. REFER CIVIL OR LANDSCAPE DRAWINGS FOR HANDICAP PARKING SPACE AND RAMP DETAILS. 12. ENTRY FROM COURTYARD TO BUILDING SHALL HAVE BARRIER FREE TRANSITION. 13. WHERE SIDEWALKS INTERSECT, THE SECTION OF CONCRETE SHALL HAVE A SLOPE NOT GREATER THAN 2% IN ANY DIRECTION. SCALE: 1" = 40'-0"1 ARCHITECTURAL SITE PLAN N 0'20'40' 80' 1 inch = 40 feet SITE PLAN LEGEND BUILDING ENTRY WITH CALL BOX. RE: LANDSCAPE BUILDING ENTRY WITH KEY FOB. RE: LANDSCAPE INDICATES LOCATION OF ACCESSIBLE ROUTE INTO BUILDING. ALL SLOPES SHALL MAINTAIN A MAXIMUM RUNNING SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. RE: LANDSCAPE FIRE SEPARATION DISTANCE F.S.D SPRINKLER RISER CLOSET S.R.C. GAS METER LOCATION G.M. TRANSFORMER LOCATION T ELECTRICAL VEHICLE PARKING: ELEC. VEH. PARKING NEMA N ELEC. VEH. PARKING NEMA FUTURE N(f) ELEC. VEH. PARKING TESLA T ELEC. VEH. PARKING TESLA FUTURE T(f) ELECTRIC METER LOCATION E.M. GROUP 2 UNIT LOCATIONS (SEE GENERAL NOTES) #2 III BUILDING NUMBER BUILDING TYPE HEARING IMPAIRED UNIT LOCATIONS (SEE GENERAL NOTES) 521 CMR ACCESSIBLE PARKING (2%): TOTAL PARKING PROVIDED ON PROJECT = 475 TOTAL UNCOVERED PARKING = 429 TOTAL GARAGE PARKING = 46 ACCESSIBLE PARKING: TOTAL UNCOVERED PARKING PROVIDED = 11 TOTAL UNCOVERED VAN PARKING PROVIDED = 2 TOTAL GARAGE PARKING PROVIDED = 2 PLEASE REFER TO SITE PLAN FOR LOCATIONS. 521 CMR 9.4 GROUP 2 DWELLING UNITS (5%): TOTAL DWELLING UNITS ON PROJECT = 320 TOTAL REQUIRED GROUP 2 DWELLING UNITS = 16 TOTAL PROVIDED GROUP 2 DWELLING UNITS = 17 DISTRIBUTION AMONG TYPES: TYPE COUNT 5% 1 BEDROOM: 191 10 [A2G2] 2 BEDROOM: 113 6 [B1G2] 3 BEDROOM: 16 1 [C1G2] TOTAL: 320 17 PLEASE REFER TO SITE PLAN FOR LOCATIONS. 521 CMR 9.7 ACCOMMODATIONS FOR HEARING IMPAIRED (2%): TOTAL DWELLING UNITS ON PROJECT = 320 TOTAL REQUIRED GROUP 2 DWELLING UNITS = 6.4~=7 TOTAL PROVIDED GROUP 2 DWELLING UNITS = 7 DISTRIBUTION AMONG TYPES: TYPE COUNT 2% 1 BEDROOM: 191 3.82~=4 2 BEDROOM: 113 2.26~=2 3 BEDROOM: 16 0.32~=1 TOTAL: 320 =7 PLEASE REFER TO SITE PLAN FOR LOCATIONS A 01/26/2026 PERMIT REVISIONS RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISET TTTGGG GGGGG G GGGGGGGGGGGG G G G G GMAINTENANCEBLDG.EXISTING GARAGE GENERATOR PUMP STATIONTTr LFPARC CENTRECHAIRNO ARMSLFPA RC CE NTRE C HAIR N O AR MSLF PARC CENT RE CHAIR NO ARMS LFPARC CENTRETABLE24 ROUNDDRAINAGE EASEMENT DRAINAGE EASEMENTVARIABLE WIDTH SLOPE EASEMENTV A R I A B L E W I D T H S L O P E E A S E M E N T RHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUM INUM CHAISERHMESA ALUM INUM CHAISERHMESA ALUM INUM CHA ISE RHALUMINUM SIDETABLE20 X 2 0 RHMESA ALUMINUM CHAISE RHALUMINUM S IDETABLE20 X 2 0 RHMESA ALUMINUM CHAISE RHMESA ALUM INUM CHAISERHMESA ALUM INUM CHAISERHMESA ALUMINUM CHA ISE RHMESA ALUMINUM CHAISE RHALUM INUM S IDETABLE20 X 20RHMESA ALUM INUM CHAISERHALUMINUM S IDETABLE20 X 2 0RHMESA ALUMINUM CHA ISE RHMESA ALUM INUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUM INUM S IDETABLE20 X 20RHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUM INUM S IDETABLE20 X 20RHALUM INUM S IDETABLE20 X 20RHMESA ALUMINUM CHAISERHALUM INUM S IDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHALUM INUM S IDETABLE20 X 20RHALUM INUM S IDETABLE20 X 20 +1 +2 +3 +4 +1' +2' Crown Lawn for Drainage Berm +3 +2 +1 +0' +0'TTrTTrTTrTT T r2'-0" Pool Equipment 369 1402-B2 1302-B2 1202-B2 1102-B2 1403-A1 1303-A1 1203-A1 1103-A1 1401-C1G2 1301-C1 1201-C1 1101-C1 1404-A1 1304-A1 1204-A1 1104-A1 1405-A1 1305-A1 1205-A1 1105-A1 1406-A1 1306-A1 1206-A1 1106-A1 1407-B1 1307-B1 1207-B1 1107-A3 1408-B1 1308-B1 1208-B1 1108-A3 1409-B1 1309-B1 1209-B1 1109-B1 1410-B0 1310-B0 1210-B0 1110-B0 1411-A2 1311-A2 1211-A2G2 1111-A2G2 1412-A2 1312-A2 1212-A2 1112-A2 1413-A2 1313-A2 1213-A2 1113-A2 1414-A2 1314-A2 1214-A2 1114-A2 1416-B2 1316-B2 1216-B2 1116-B2 1415-C1 1315-C1 1215-C1 1115-C1 2401-B2 2301-B2 2201-B2 2101-B2 2402-B2 2302-B2 2202-B2 2102-B2 2403-A3 2303-A3 2203-A3 2103-A3 2404-A3 2304-A3 2204-A3 2104-A3 2405-A2 2305-A2 2205-A2 2105-A2 2406-A2 2306-A2 2206-A2 2106-A2 2407-A2 2307-A2 2207-A2 2107-A2 2408-A2 2308-A2 2208-A2G2 2108-A2G2 2409-B1G2 2309-B1G2 2209-B1G2 2109-A3 2410-B0 2310-B0 2210-B0 2110-B0 2412-A1 2312-A1 2212-A1 2112-A1 2411-A1 2311-A1 2211-A1 2111-A1 2414-A1 2314-A1 2214-A1 2114-A1 2413-A1 2313-A1 2213-A1 2113-A1 2415-B2 2315-B2 2215-B2 2115-B2 2416-B2 2316-B2 2216-B2 2116-B2 4 4 0 1 -B 2 4 3 0 1 -B 2 4 2 0 1 -B 2 4 1 0 1 -B 24402-B 2 4 3 0 2 -B 2 4 2 0 2 -B 2 4 1 0 2 -B 2 4 4 0 3 -A 3 4 3 0 3 -A 3 4 2 0 3 -A 3 4 1 0 3 -A 34404-A 3 4 3 0 4 -A 3 4 2 0 4 -A 3 4 1 0 4 -A 3 4 4 0 5 -A 2 4 3 0 5 -A 2 4 2 0 5 -A 2 4 1 0 5 -A 24406-A 2 4 3 0 6 -A 2 4 2 0 6 -A 2 4 1 0 6 -A 2 4 4 0 7 -A 2 4 3 0 7 -A 2 4 2 0 7 -A 2 4 1 0 7 -A 24408-A 2 4 3 0 8 -A 2 4 2 0 8 -A 2 G 2 4 1 0 8 -A 2 G 2 4 4 0 9 -B 1G 2 4 3 0 9 -B 1 G 2 4 2 0 9 -B 1 G 2 4 1 0 9 -A 34410-B 0 4 3 1 0 -B 0 4 2 1 0 -B 0 4 1 1 0 -B 0 4 4 1 2 -A 1 4 3 1 2 -A 1 4 2 1 2 -A 1 4 1 1 2 -A 1 4 4 11 -A 1 4 3 11 -A 1 4 2 11 -A 1 4 111 -A 1 4 4 1 4 -A 1 4 3 1 4 -A 1 4 2 1 4 -A 1 4 1 1 4 -A 1 4 4 1 3 -A 1 4 3 1 3 -A 1 4 2 1 3 -A 1 4 1 1 3 -A 1 4 4 1 5 -B 2 4 3 1 5 -B 2 4 2 1 5 -B 2 4 1 1 5 -B 24416-B 2 4 3 1 6 -B 2 4 2 1 6 -B 2 4 1 1 6 -B 2 3402-B2 3302-B2 3202-B2 3102-B2 3413-A1 3313-A1 3213-A1 3113-A1 3401-C1 3301-C1 3201-C1 3101-C1 3414-A1 3314-A1 3214-A1 3114-A1 3411-A1 3311-A1 3211-A1 3111-A1 3412-A1 3312-A1 3212-A1 3112-A1 3409-B1 3309-B1 3209-B1 3109-A3 3410-B1 3310-B1 3210-B1 3110-A3 3407-B1 3307-B1 3207-B1 3107-B1 3408-B0 3308-B0 3208-B0 3108-B0 3405-A2 3305-A2 3205-A2G2 3105-A2G2 3406-A2 3306-A2 3206-A2 3106-A2 3403-A2 3303-A2 3203-A2 3103-A2 3404-A2 3304-A2 3204-A2 3104-A2 3416-B2 3316-B2 3216-B2 3116-B2 3415-C1 3315-C1 3215-C1 3115-C15401-B25301-B25201-B25101-B25402-B25302-B25202-B25102-B25403-A 35303-A 35203-A 35103-A 35404-A 35304-A 35204-A 35104-A 35405-A 25305-A 25205-A 25105-A 25406-A 25306-A 25206-A 25106-A 25407-A 25307-A 25207-A 25107-A 25408-A 25308-A 25208-A 2G 25108-A 2G 25409-B15309-B15209-B15109-A 35410-B05310-B05210-B05110-B05412-A 15312-A 15212-A 15112-A 15411-A 15311-A 15211-A 15111-A 15414-A 15314-A 15214-A 15114-A 15413-A 15313-A 15213-A 15113-A 15415-B25315-B25215-B25115-B25416-B25316-B25216-B25116-B2CLUB 6 T01 1 T02 5 T02 2 T01 3 T02 4 6REG H 6+BIKE G 5+HC F 6+PET E 6+M D 5+HC C 6+BIKE B 6REG A TRASH GARAGE W/ MAINT.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO.DATE:REVISION DESCRIPTION:SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261" = 40'-0" 3/17/2026 9:34:41 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A1.2.1 ARCHITECTURAL BUILDING ADDRESS PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1" = 40'-0"1 BUILDING ADDRESS PLAN N 0'20'40'80' 1 inch = 40 feet LEGEND: UNIT NUMBERING PLAN NOTE: THIS DRAWING IS FOR APARTMENT NUMBERING ONLY. 1101-B2.2 2101-B2.2 3101-B2.2 4111-B2.2 1ST DIGIT INDICATES BUILDING NUMBER 2ND DIGIT INDICATES FLOOR LEVEL NEXT 2 DIGITS INDICATE UNIT NUMBER THESE DIGITS INDICATE UNIT TYPE LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8" RESIDENTIAL (R-2) RESIDENTIAL (R-2) RESIDENTIAL (R-2) RESIDENTIAL (R-2)RESIDENTIAL (R-2) RESIDENTIAL (R-2) RESIDENTIAL (R-2) RESIDENTIAL (R-2) EXTERIOR WALLS BEARING: 1-HR RATED NON BEARING: 1-HR RATED 1-HR RATED FLOOR CONSTRUCTION LEVELS 2-4 1-HR RATED ROOF CONSTRUCTION 1-HR RATED CORRIDOR WALLS (TYPICAL)MECH. EQUIP. 1/4" / 12"1/4" / 12"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/8" = 1'-0" 3/17/2026 9:34:44 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.0.0 CODE DATA 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/8" = 1'-0"1 SCHEMATIC BUILDING SECTION (T01/T02)A 01/26/2026 PERMIT REVISIONS RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISET TTTGGG GGGGG G GGGGGGGGGGGG G G G G GEXISTINGMAINTENANCEBLDG.EXISTING GARAGE GENERATOR PUMP STATIONTTr LFPARC CENTRECHAIRNO ARMSLFPARC CENTRECHAIRNO ARMSLF PARC CENT RE CHAIR NO ARMS LFPARC CENTRETABLE24 ROUNDDRAINAGE EASEMENT DRAINAGE EASEMENTVARIABLE WIDTH SLOPE EASEMENTV A R I A B L E W I D T H S L O P E E A S E M E N T RHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUM INUM CHAISERHMESA ALUM INUM CHAISERHMESA ALUM INUM CHAISERHALUM INUM S IDETABLE20 X 20RHMESA ALUMINUM CHAISE RHALUMINUM S IDETABLE20 X 2 0 RHMESA ALUMINUM CHAISE RHMESA ALUM INUM CHAISERHMESA ALUM INUM CHAISERHMESA ALUMINUM CHA ISE RHMESA ALUMINUM CHAISE RHALUM INUM S IDETABLE20 X 20RHMESA ALUM INUM CHAISERHALUMINUM S IDETABLE20 X 2 0RHMESA ALUM INUM CHAISERHMESA ALUMINUM CHA ISE RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM S IDETABLE20 X 2 0 RHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM S IDETABLE20 X 2 0RHALUM INUM S IDETABLE20 X 20RHMESA ALUMINUM CHAISERHALUM INUM S IDETABLE20 X 20RHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHMESA ALUMINUM CHAISERHALUMINUM SIDETABLE20 X 20RHALUM INUM S IDETABLE20 X 20RHALUM INUM S IDETABLE20 X 20 +1 +2 +3 +4 +1' +2' Crown Lawn for Drainage Berm +3 +2 +1 +0' +0'TTrTTrTTrTT T r2'-0" Pool Equipment TO WILKENS ROAD TRASH DETACHED GARAGE, TYP. T02 2 T01 1 CLUB 6 369 T01 3 T02 5 30' BLDG SETBACK 6REG A 6+BIKE B 5+HC C 6+M D 6+PET E 5+HC F 6+BIKE G 6REG H 30' SETBACK PROPERTY LINE FIRE ACCESS GATE 30' SETBACK PROPERTY LINE PUMP STATION RE: CIVIL 30' SETBACK PROPERTY LINE 30' SETBACK PROPERTY LINE 30' SETBACK PROPERTY LINE ACCESS EASEMENT50' - 0"STAIRSTAIRSTAIRSTAIRSTAIRSTAIRSTAIRSTAIRSTAIRSTAIR T02 4 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261" = 40'-0" 3/17/2026 9:34:49 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.1.1 PHASING PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026CONSTRUCTION PHASING LEGEND GENERAL PHASING NOTES 1. ALL PHASES TERMINATE AT INTERIOR OR EXTERIOR STAIRS AND SHALL HAVE ACCESS TO A MINIMUM OF TWO INDEPENDENT MEANS OF EGRESS 2. CONSTRUCTION PERSONNEL SHALL BE SEPARATED FROM BUILDING OCCUPANTS AT PHASE TURN. 3. EGRESS PATH SHALL BE UNINTERRUPTED AND FREE FROM CONSTRUCTION DEBRIS AND FREE FROM CONSTRUCTION TRAFFIC TO THE POINT OF EXIT DISCHARGE TO THE PUBLIC WAY. 4. PHASES SHOWN INDICATE SEQUENCES OF WOOD FRAME CONSTRUCTION WHICH FOLLOWS SLAB ON GRADE CONSTRUCTION. 5. PHASE ONE TO INCLUDE ADJACENT PUBLIC SIDEWALKS, PAVING AND ASSOCIATED AMENITIES ADJACENT TO THE CLUBHOUSE. PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 CLUB, BUILDING #1, GARAGE "A" & GARAGE "B" BUILDING #3, GARAGE "E" & GARAGE "F" BUILDING #4 & GARAGE "G" BUILDING #5 & GARAGE "H" DESIGNATES PHASE # BUILDING IS A PART OF DESIGNATES BUILDING TYPE # XX BUILDING #2, GARAGE "C" & GARAGE "D" (WILL INCLUDE COURTYARD) SCALE: 1" = 40'-0"1 PHASING PLAN M E T A L K I T C H E N S I N K F A U C E T S P U R I S T K - 7 5 0 5 CM-335 Tread MillTread MillTread MillRecumbentBikeProStepRowPLR-950PL-206P-5500P-4300VITREO U S C H I N A B A T H R O O M S I N K C A X T O N K - 2 2 1 0 - G V I T R E O U S C HINABATHRO O M S I N K C A X T O N K - 2 2 1 0 - G VITREO U S C H I N A B A T H R O O M S I N K C A X T O N K - 2 2 1 0 - G V I T R E O U S C HINABATHRO O M S I N K C A X T O N K - 2 2 1 0 - G Leasing Work Room 177 ft² 150 ft²/occ. 1occ. Leasing 379 ft² 150 ft²/occ. 3occ. Private Room 42 ft² 150 ft²/occ. 1occ. Private Room 42 ft² 150 ft²/occ. 1occ. Package Room 145 ft² 150 ft²/occ. 1occ. Lobby 568 ft² 15 ft²/occ. 38occ. Co Working 398 ft² 150 ft²/occ. 3occ. Outdoor Lounge 670 ft² 15 ft²/occ. 45occ. Mail Room 447 ft² 150 ft²/occ. 3occ. MIDPOINT BETWEEN EXITS 1 & 2 TRAVEL DISTANCE BETWEEN EXITS = 125'-8" MIDPOINT DISTANCE BETWEEN EXITS = 62'-10 " 68'-0" COMMON PATH OF TRAVEL (75'-0" MAX.) 116'-5" TO EXIT #1 (250'-0" MAX.) 44'-9" COMMON PATH OF TRAVEL (75'-0" MAX.) 72'-00" TO EXIT #2 (250'-0" MAX.) 57'-2" COMMON PATH OF TRAVEL (75'-0" MAX.) 72'-8" TO EXIT #2 (250'-0" MAX.) 35'-0" COMMON PATH OF TRAVEL (75'-0" MAX.) 60'-0" TO EXIT #1 (250'-0" MAX.)EXIT #1EXIT #2 Fitness (A-3) 1,341 ft² 50 ft²/occ. 27occ. Offices 131 ft² 150 ft²/occ. 1occ. Offices 123 ft² 150 ft²/occ. 1occ. Screening 771 ft² 15 ft²/occ. 52occ. Vestibule 134 ft² 15 ft²/occ. 9occ. F.E.C. F.E.C. EXIT # 1: OCCUPANCY A3 & B:141/2=71 TOTAL OCCUPANT LOAD:71 THIS EXIT DOOR WIDTH RATIO:0.2"X71=14.2" DOOR WIDTH REQUIRED:32" (CLEAR) DOOR WIDTH PROVIDED:36" DOOR (32" MIN CLR.) EXIT # 2: OCCUPANCY A3 & B:141/2=71 TOTAL OCCUPANT LOAD:71 THIS EXIT DOOR WIDTH RATIO:0.2"X71=14.2" DOOR WIDTH REQUIRED:32" (CLEAR) DOOR WIDTH PROVIDED:72" DOOR (32" MIN CLR.) PLUMBING FIXTURE CALCULATIONS PER CMR 248 (ASSEMBLY OCCUPANCIES) PROVIDEDREQUIRED MEN (*-43 OCCUPANTS) PROVIDEDREQUIRED TOTAL AMENITY 86 OCCUPANTS WOMEN (*-43 OCCUPANTS) TOILETS LAVATORIES URINALS DRINKING WATER STATIONS OTHER FIXTURES NOTES 1 1 1 PER 50 1 PER 502 N/A N/A N/A 1 PER EACH SET OF RESTROOMS: 2 PROVIDED 2 2 1 MOP SINK PER FLOOR: 1 PROVIDED * ABOVE COUNTS ARE BASED ON SPACES ACCESSIBLE TO RESIDENTS ONLY * PER CMR 248 SECTION 10.10 -URINALS TO SUBSTITUTE UP TO 50% OF TOILETS 1 (1 -50 UP TO 200) 2 (1 -25 UP TO 200)© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:34:53 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.2.1 LIFE SAFETY PLAN - CLUBHOUSE 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026EXIT TRAVEL DISTANCE TO EXIT EXIT DISCHARGE LIFE SAFETY LEGEND NOTES 1. OCCUPANT LOADS ARE BASED ON IBC 2021 TABLE 1004.5. 2. MAX. COMMON PATH OF EGRESS PER IBC 2021, TABLE 1006.2.1: 100'-0" AT B OCCUPANCIES. 75'-0" AT A3 OCCUPANCIES. 3. REQ'D EGRESS WIDTH (DOORS & CORRIDORS): 0.2" X OCCUPANT LOAD SERVED (32" & 44" MINIMUM); 2021 IBC SECTION 1005.3.2 4. MAX. TRAVEL DISTANCE WITH SPRINKLER SYSTEM; 2021 IBC TABLE 1017.2 (A3): 250'-0", (B): 300'-0" 5. ALL ROOF/CEILING ASSEMBLIES ARE 1 HR RATED UNLESSS NOTED OTHERWISE, REFER TO SHEET AD1.1.1 FOR ASSEMBLIES. MIDPOINT BETWEEN EXITS COMMON PATH OF EGRESS TRAVEL OCCUPANCY LEGEND ASSEMBLY BUSINESS FITNESS STORAGE SHC STANDPIPE HOSE CABINET F.E.C. FIRE EXTINGUISHER CABINET (75' MAXIMUM TRAVEL DISTANCE) SP STANDPIPE B.F.T. BARRIER FREE THRESHOLD SCALE: 1/8" = 1'-0"1 CLUBHOUSE - LIFE SAFETY PLAN CLUBHOUSE OCCUPANCY Name Occupancy Area SF Per Occ Occupants Vestibule A-3 134 SF 15 SF 9 Lobby A-3 568 SF 15 SF 38 Screening A-3 771 SF 15 SF 52 Outdoor Lounge A-3 670 SF 15 SF 45 Co Working B 398 SF 150 SF 3 Leasing B 379 SF 150 SF 3 Leasing Work Room B 177 SF 150 SF 1 Offices B 123 SF 150 SF 1 Offices B 131 SF 150 SF 1 Package Room B 145 SF 150 SF 1 Mail Room B 447 SF 150 SF 3 Private Room B 42 SF 150 SF 1 Private Room B 42 SF 150 SF 1 Fitness (A-3) A-3 1341 SF 50 SF 27 Total 5369 SF 186 EXIT #2EXIT #1 @ STAIR A OCCUPANCY R-2:88 / 2 = 44 TOTAL OCCUPANT LOAD:44 THIS EXIT (SERVED THIS FLOOR) DOOR WIDTH RATIO: 0.2" x 44 = 8.8" DOOR WIDTH REQUIRED: 32" (CLR WIDTH) DOOR WIDTH ROVIDED: 36" DOOR (MIN. 32" CLEAR) EXIT #2 @ STAIR B OCCUPANCY R-2:88 / 2 = 44 TOTAL OCCUPANT LOAD:44 THIS EXIT (SERVED THIS FLOOR) DOOR WIDTH RATIO: 0.2" x 44 = 8.8" DOOR WIDTH REQUIRED: 32" (CLR WIDTH) DOOR WIDTH PROVIDED: 36" DOOR (MIN. 32" CLEAR)EXIT #154'-1" COMMON PATH OF TRAVEL (125'-0" MAX.) 165'-4" TO EXIT #1 (250'-0" MAX.) MIDPOINT BETWEEN EXIT 1 & 2 TRAVEL DISTANCE BETWEEN EXITS = 254'-0" MIDPOINT DISTANCE BETWEEN EXITS = 127'-0" 50'-1" COMMON PATH OF TRAVEL (125'-0" MAX.) 157-1" TO EXIT #2 (250'-0" MAX.) RESIDENTIAL UNITS -T01 17,542 ft² 200 ft²/occ. 88occ. CORRIDOR ACCESS NOT AN EXIT CORRIDOR ACCESS NOT AN EXIT B.F.T. B.F.T. STAIR ASTAIR BB.F.T.B.F.T. SHC SHC F.E.C. 68'-0" DISTANCE TO F.E.C. (75'-0" MAX.) F.E.C. 72'-0" DISTANCE TO F.E.C. (75'-0" MAX.) F.E.C. 70'-2" DISTANCE TO F.E.C. (75'-0" MAX.) 42' - 6 5/16"60' - 0"61' - 1"60' - 1"30' - 6 13/16" F.E.C. 67'-10" DISTANCE TO F.E.C. (75'-0" MAX.) 64'-2" DISTANCE TO F.E.C. (75'-0" MAX.) MIDPOINT BETWEEN EXITS TRAVEL DISTANCE BETWEEN EXITS = 199'-8" MIDPOINT DISTANCE BETWEEN EXITS = 99'-10" STAIR B OCCUPANCY R-2:88 / 2 = 44 TOTAL OCCUPANT LOAD:44 THIS EXIT (SERVED THIS FLOOR) STAIR WIDTH RATIO:0.3" x 44 = 13.2" STAIR WIDTH REQUIRED:44" STAIR WIDTH PROVIDED:46" DOOR WIDTH RATIO: 0.2" x 44 = 8.8" DOOR WIDTH REQUIRED: 32" (CLR WIDTH) DOOR WIDTH PROVIDED: 36" DOOR (MIN. 32" CLEAR) RESIDENTIAL UNITS - T01 STAIR A OCCUPANCY R-2:88 / 2 = 44 TOTAL OCCUPANT LOAD:44 THIS EXIT (SERVED THIS FLOOR) STAIR WIDTH RATIO:0.3" x 44 = 13.2" STAIR WIDTH REQUIRED:44" STAIR WIDTH PROVIDED:46" DOOR WIDTH RATIO: 0.2" x 44 = 8.8" DOOR WIDTH REQUIRED: 32" (CLR WIDTH) DOOR WIDTH PROVIDED: 36" DOOR (MIN. 32" CLEAR) 57'-9" COMMON PATH OF TRAVEL (125'-0" MAX.) 140'-10" TO STAIR B (250'-0" MAX.) RESIDENTIAL UNITS -T01 17,542 ft² 200 ft²/occ. 88occ. 47'-9" COMMON PATH OF TRAVEL (125'-0" MAX.) 127'-3" TO STAIR A (250'-0" MAX.) STAIR B STAIR A SHCSHC 68'-0" DISTANCE TO F.E.C. (75'-0" MAX.) 72'-0" DISTANCE TO F.E.C. (75'-0" MAX.) 73'-10" DISTANCE TO F.E.C. (75'-0" MAX.)67'-10" DISTANCE TO F.E.C. (75'-0" MAX.) 64'-2" DISTANCE TO F.E.C. (75'-0" MAX.) 42' - 6 5/16"59' - 11"61' - 0"60' - 0"30' - 9 13/16" F.E.C.F.E.C.F.E.C.F.E.C.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:35:10 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.2.2 LIFE SAFETY PLAN - BUILDING T01 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026EXIT TRAVEL DISTANCE TO EXIT EXIT DISCHARGE LIFE SAFETY LEGEND NOTES 1. OCCUPANT LOADS ARE BASED ON IBC 2021 TABLE 1004.5. 2. MAX. HOSE REACH AT CLASS 1 STANDPIPE SYSTEM IS 200'-0" PER IBC 2021 905.4. UNLESS NOTED OTHERWISE, STANDPIPES ARE LOCATED IN 2 HOUR RATED STAIR ENCLOSURES. 3. MAX. COMMON PATH OF EGRESS PER IBC 2021, TABLE 1006.2.1: 125'-0" AT R2 OCCUPANCIES 100'-0" AT B OCCUPANCIES. 75'-0" AT U &A3 OCCUPANCIES. 4. REQ'D EGRESS WIDTH (DOORS & CORRIDORS): 0.2" X OCCUPANT LOAD SERVED (32" & 44" MINIMUM); 2021 IBC SECTION 1005.3.2 REQ'D EGRESS WIDTH (STAIRS): 0.3" X OCCUPANT LOAD SERVED (44" MINIMUM); 2021 IBC SECTION 1005.3.1 5. MAX. TRAVEL DISTANCE WITH SPRINKLER SYSTEM; 2021 IBC TABLE 1017.2 (A3 & R2): 250'-0", (B): 300'-0", (U): 400'-0" 6. ALL CORRIDOR TENANT SEPARATION, INTERIOR LOAD BEARING, & EXTERIOR WALLS ARE 1 HR RATED UNLESS NOTED OTHERWISE. REFER TO SHEET AD1.2.1. 7. ALL FLOOR/CEILING & ROOF/CEILING ASSEMBLIES ARE 1 HR RATED UNLESSS NOTED OTHERWISE, REFER TO SHEET AD1.1.1 FOR ASSEMBLIES. MIDPOINT BETWEEN EXITS SHC STANDPIPE HOSE CABINET F.E.C. FIRE EXTINGUISHER CABINET (75' MAXIMUM TRAVEL DISTANCE) SP STANDPIPE B.F.T. BARRIER FREE THRESHOLD COMMON PATH OF EGRESS TRAVEL 2 HR RATED ASSEMBLY W/90 MIN. OPENINGS OCCUPANCY LEGEND SCALE: 3/32" = 1'-0"1 BLDG T01 - LIFE SAFETY PLAN - LEVEL 1 SCALE: 3/32" = 1'-0"2 BLDG T01 - LIFE SAFETY PLAN - LEVELS 2-4 OCCUPANCY BUILDING T01 - LEVEL 1 Name Occupancy Area SFPerOcc Occupants RESIDENTIAL UNITS - T01 R-2 17542 SF 200 SF 88 17542 SF 88 OCCUPANCY BUILDING T01 - LEVELS 2-4 Name Occupancy Area SFPerOcc Occupants RESIDENTIAL UNITS - T01 R-2 17542 SF 200 SF 88 17542 SF 88 EXIT #2EXIT #1 @ STAIR C OCCUPANCY R-2:83 / 2 = 42 TOTAL OCCUPANT LOAD:42 THIS EXIT (SERVED THIS FLOOR) DOOR WIDTH RATIO: 0.2" x 42 = 8.4" DOOR WIDTH REQUIRED: 32" (CLR WIDTH) DOOR WIDTH PROVIDED: 36" DOOR (MIN. 32" CLEAR) EXIT #2 @ STAIR D OCCUPANCY R-2:83 / 2 = 42 TOTAL OCCUPANT LOAD:42 THIS EXIT (SERVED THIS FLOOR) DOOR WIDTH RATIO: 0.2" x 42 = 8.4" DOOR WIDTH REQUIRED: 32" (CLR WIDTH) DOOR WIDTH PROVIDED: 36" DOOR (MIN. 32" CLEAR)EXIT #1RESIDENTIAL UNITS T02 16,571 ft² 200 ft²/occ. 83occ. MIDPOINT BETWEEN EXIT 1 & 2 TRAVEL DISTANCE BETWEEN EXITS = 242'-3" MIDPOINT DISTANCE BETWEEN EXITS = 121'-2" SHC SHC STAIR CSTAIR D 42'-11" COMMON PATH OF TRAVEL (125'-0" MAX.) 147-5" TO STAIR D (250'-0" MAX.) 48'-0" COMMON PATH OF TRAVEL (125'-0" MAX.) 158'-8" TO STAIR C (250'-0" MAX.) CORRIDOR ACCESS NOT AN EXIT 42' - 6 1/8"57' - 1"55' - 11"57' - 0"30' - 0" F.E.C.F.E.C. 72'-3" DISTANCE TO F.E.C. (75'-0" MAX.) F.E.C. 72'-10" DISTANCE TO F.E.C. (75'-0" MAX.) F.E.C. 59'-5" DISTANCE TO F.E.C. (75'-0" MAX.)66'-7" DISTANCE TO F.E.C. (75'-0" MAX.) 59'-10" DISTANCE TO F.E.C. (75'-0" MAX.) 73'-6" DISTANCE TO F.E.C. (75'-0" MAX.) 64'-6" DISTANCE TO F.E.C. (75'-0" MAX.) B.F.T. B.F.T.B.F.T. STAIR D OCCUPANCY R-2:83 / 2 = 42 TOTAL OCCUPANT LOAD:42 THIS EXIT (SERVED THIS FLOOR) STAIR WIDTH RATIO:0.3" x 42 = 12.6" STAIR WIDTH REQUIRED:44" STAIR WIDTH PROVIDED:46" DOOR WIDTH RATIO: 0.2" x 42 = 8.4" DOOR WIDTH REQUIRED: 32" (CLR WIDTH) DOOR WIDTH PROVIDED: 36" DOOR (MIN. 32" CLEAR) STAIR C OCCUPANCY R-2:83 / 2 = 42 TOTAL OCCUPANT LOAD:42 THIS EXIT (SERVED THIS FLOOR) STAIR WIDTH RATIO:0.3" x 42 = 12.6" STAIR WIDTH REQUIRED:44" STAIR WIDTH PROVIDED:46" DOOR WIDTH RATIO: 0.2" x 42 = 8.4" DOOR WIDTH REQUIRED: 32" (CLR WIDTH) DOOR WIDTH PROVIDED: 36" DOOR (MIN. 32" CLEAR) MIDPOINT BETWEEN EXITS TRAVEL DISTANCE BETWEEN EXITS = 187'-2" MIDPOINT DISTANCE BETWEEN EXITS = 93'-7" 42'-11" COMMON PATH OF TRAVEL (125'-0" MAX.) 120'-1" TO STAIR D (250'-0" MAX.) 48'-0" COMMON PATH OF TRAVEL (125'-0" MAX.) 131'-1" TO STAIR C (250'-0" MAX.) RESIDENTIAL UNITS T02 16,571 ft² 200 ft²/occ. 83occ. RESIDENTIAL UNITS T02 SHC SHC STAIR D STAIR C F.E.C. F.E.C. F.E.C. 68'-1" DISTANCE TO F.E.C. (75'-0" MAX.) F.E.C. 73'-6" DISTANCE TO F.E.C. (75'-0" MAX.) 42' - 6 1/8"57' - 0 5/8"55' - 11 3/8"57' - 0"30' - 0" 72'-3" DISTANCE TO F.E.C. (75'-0" MAX.) 72'-10" DISTANCE TO F.E.C. (75'-0" MAX.) 59'-5" DISTANCE TO F.E.C. (75'-0" MAX.) 64'-6" DISTANCE TO F.E.C. (75'-0" MAX.)59'-10" DISTANCE TO F.E.C. (75'-0" MAX.)© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:35:27 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.2.3 LIFE SAFETY PLAN - BUILDING T02 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026EXIT TRAVEL DISTANCE TO EXIT EXIT DISCHARGE LIFE SAFETY LEGEND NOTES 1. OCCUPANT LOADS ARE BASED ON IBC 2021 TABLE 1004.5. 2. MAX. HOSE REACH AT CLASS 1 STANDPIPE SYSTEM IS 200'-0" PER IBC 2021 905.4. UNLESS NOTED OTHERWISE, STANDPIPES ARE LOCATED IN 2 HOUR RATED STAIR ENCLOSURES. 3. MAX. COMMON PATH OF EGRESS PER IBC 2021, TABLE 1006.2.1: 125'-0" AT R2 OCCUPANCIES 100'-0" AT B OCCUPANCIES. 75'-0" AT U &A3 OCCUPANCIES. 4. REQ'D EGRESS WIDTH (DOORS & CORRIDORS): 0.2" X OCCUPANT LOAD SERVED (32" & 44" MINIMUM); 2021 IBC SECTION 1005.3.2 REQ'D EGRESS WIDTH (STAIRS): 0.3" X OCCUPANT LOAD SERVED (44" MINIMUM); 2021 IBC SECTION 1005.3.1 5. MAX. TRAVEL DISTANCE WITH SPRINKLER SYSTEM; 2021 IBC TABLE 1017.2 (A3 & R2): 250'-0", (B): 300'-0", (U): 400'-0" 6. ALL CORRIDOR TENANT SEPARATION, INTERIOR LOAD BEARING, & EXTERIOR WALLS ARE 1 HR RATED UNLESS NOTED OTHERWISE. REFER TO SHEET AD1.2.1. 7. ALL FLOOR/CEILING & ROOF/CEILING ASSEMBLIES ARE 1 HR RATED UNLESSS NOTED OTHERWISE, REFER TO SHEET AD1.1.1 FOR ASSEMBLIES. MIDPOINT BETWEEN EXITS SHC STANDPIPE HOSE CABINET F.E.C. FIRE EXTINGUISHER CABINET (75' MAXIMUM TRAVEL DISTANCE) SP STANDPIPE B.F.T. BARRIER FREE THRESHOLD COMMON PATH OF EGRESS TRAVEL 2 HR RATED ASSEMBLY W/90 MIN. OPENINGS OCCUPANCY LEGEND SCALE: 3/32" = 1'-0"1 BLDG. T02 - LIFE SAFETY PLAN - LEVEL 1 SCALE: 3/32" = 1'-0"2 BLDG. T02 - LIFE SAFETY PLAN - LEVELS 2-4 OCCUPANCY BUILDING T02 - LEVEL 1 Name Occupancy Area SFPerOcc Occupants RESIDENTIAL UNITS T02 R-2 16571 SF 200 SF 83 16571 SF 83 OCCUPANCY BUILDING T02 - LEVELS 2-4 Name Occupancy Area SFPerOcc Occupants RESIDENTIAL UNITS T02 R-2 16571 SF 200 SF 83 16571 SF 83 30" MAX.32" MAX.38" MIN.61" MIN.28" MIN. BLOCKING FOR VERTICAL GRAB BAR, RECOMMENDED TUB FACE FOOT (CONTROL WALL) 6" MAX. 48" MIN. 6" MAX.6" MAX.38" MIN.BACK WALL DIAGRAM (6G)30" MAX.32" MAX.28" MIN. TUB FACE 38" MIN.HEAD WALL SHOWER FACE BLOCKING FOR VERTICAL GRAB BAR, RECOMMENDED 30" MAX.32" MAX.38" MIN.36" MIN. CONTROL WALL BACK WALL SEAT WALL30" MAX.32" MAX.38" MIN.36" MIN. FOLD UP SEAT REINFORCEMENT, FULL LENGTH OF WALL, TYP. REINFORCEMENT FOR WALL-MOUNTED SEAT, ONLY REQUIRED FOR SPECIFICATION "B" BATHROOMS 24"30" MAX.32" MAX.38" MIN.DIAGRAM (6J) FOOT (CONTROL WALL)BACK WALL DIAGRAM (6H) HEAD WALL CONTROL WALL BACK WALL SEAT WALL DIAGRAM (6K) VERTICAL GRAB BAR, RECOMMENDED 33" - 36"9"3"MIN.18"TUB FACE 2" MAX.24" MIN.CL CL 33" - 36"MAX. 12" 24" MIN. 24" MAX.9"CL CL TUB FACE 33" - 36"MIN. 12"2" MAX.9"36" MIN.36" MIN.33" - 36"33" - 36"3"MIN.18"18" SHOWER FACE CURB ALLOWEDVERTICAL GRAB BAR, RECOMMENDED FOLD UP SEAT REQUIRED FOR SPECIFICATION "B" BATHROOMS ADDITIONAL GRAB BAR AT SPECIFICATION "A" BATHROOMS 17" - 19"33" - 36"CL CL CL GRAB BAR REINFORCEMENT BEHIND WALL AT SHOWERS GRAB BAR AT SHOWERS GRAB BAR REINFORCEMENT BEHIND WALL AT CONVENTIONAL BATHTUBS GRAB BAR REQUIREMENTS AT CONVENTIONAL BATHTUBS NOTE:BLOCKING FOR GRAB BARS SHALL BE INSTALLED AT SHOWERS WITHIN SPECIFICATION 'A' & 'B' BATHROOMS.PREFERREDPREFERREDPREFERREDPREFERREDPREFERRED17"-19"48" MAX15" MINELECT. OUTLETS TV, PHONE/ DATA CONNECTIONSELECT. OUTLETS ELECT. SWITCHES ROCKERTOGGLE CLIMATE CONTROLS NOTE: FOR ACCESSIBLE CONTROLS AND OUTLETS, ALL OPERABLE PARTS MUST BE WITHIN THE REACH RANGES OF 15" MIN. TO 48" MAX. A.F.F. ACCESSIBLE MOUNTING HEIGHTS FOR OUTLETS 24" MAX. 48" MIN. 24" MAX.32" MIN.36" MIN.32" MIN.36" MIN.CLEAR WIDTH OF AN ACCESSIBLE ROUTE NOTE: CONSECUTIVE SEGMENTS OF 32" WIDE MUST BE SEPARATED BY A ROUTE SEGMENT 48" LONG MINIMUM AND 36" WIDE MINIMUM. CLR. 32" MIN.* CLR. 12"4' - 0" MIN.ACCESSIBLE DOORS -ARE DOORS THAT ARE PART OF THE ACCESSIBLE ROUTE IN PUBLIC AND COMMON USE SPACES. 1. ACCESSIBLE DOORS IN BUILDINGS CONTAINING COVERED DWELLING UNITS MUST MEET THE REQUIREMENTS OF ICC \ANSI A117.1 CHAPTER 4 FOR CLEAR WIDTH, MANEUVERING CLEARANCE, THRESHOLDS, HARDWARE AND OPENING FORCE. 2. PRIMARY ENTRY DOORS TO COVERED DWELLING UNITS ARE REQUIRED TO BE ACCESSIBLE FROM EXTERIOR SIDE ONLY. 3. DOORS THAT ARE PART OF AN ACCESSIBLE ROUTE IN PUBLIC AND COMMON USE SPACES AND ON PUBLIC SIDE OF DWELLING UNIT ENTRY ARE REQUIRED TO BE ACCESSIBLE. 4. LEVER TYPE HARDWARE IS REQUIRED AT ALL PRIMARY UNIT ENTRY DOORS ON ACCESSIBLE ROUTE MOUNTED NO HIGHER THAN 48". PUBLIC SIDE:CLEAR FLOOR REQUIREMENT FOR FRONT APPROACH W/ LATCH AND CLOSER THRESHOLDS AT PRIMARY DOORS MUST NOT BE HIGHER THEN 1/2" AND MUST BE BEVELED WITH SLOPE NO GREATER THAN 1:2. 36" MIN. DOOR REQUIRED AT PRIMARY UNIT ENTRY UNIT SIDE:CLEAR FLOOR SPACE AS REQUIRED PER BUILDING CODE OR LOCAL AHJ. NOTES: USEABLE DOORS -ARE DOORS WITHIN THE DWELLING UNITS INTENDED FOR USER PASSAGE AND MUST BE USABLE IN TERMS OF CLEAR OPENING WIDTH (32" NOMINAL) OR MORE WHEN DOOR IS OPEN 90 DEGREES, MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP. EXCEPTION: DOORS NOT REQUIRING FULL USER PASSAGE, SUCH AS SHALLOW CLOSETS, MAY HAVE THE CLEAR OPENING REDUCED TO 20 IN. (510 MM) MINIMUM. 1. THRESHOLDS AT PRIMARY DOORS MUST NOT BE HIGHER THEN 3/4" AND MUST BE BEVELED WITH SLOPE NO GREATER THAN 1:2. 2. ALL SECONDARY EXTERIOR DOORS FROM THE SAME OR DIFFERENT ROOMS THAT PROVIDE PASSAGE ONTO EXTERIOR DECK, PATIO, OR BALCONY MUST BE USABLE. 3. INTERIOR DOORS THAT ALLOW PASSAGE ARE REQUIRED TO BE USABLE AND SHALL HAVE A MINIMUM 32" CLEAR OPENING. 4. UNIT INTERIOR DOORS THAT ARE NOT PASSAGE DOORS BETWEEN ROOMS ARE NOT REQUIRED TO BE USABLE AND ARE NOT SUBJECT TO MINIMUM WIDTH REQUIREMENTS. 5. PRIMARY ENTRY DOORS OF COVERED DWELLING MUST BE ON AN ACCESSIBLE ROUTE MEETING ICC/ANSI A117.1 REQUIREMENTS OF CHAPTER 4. 6. LEVER TYPE HARDWARE IS REQUIRED AT EXTERIOR SIDE OF ALL PRIMARY UNIT ENTRY DOORS ON ACCESSIBLE ROUTE. LEVER TYPE HARDWARE IS NOT REQUIRED AT USABLE DOORS WITHIN FAIR HOUSING UNITS. 7. USABLE DOORS IN FAIR HOUSING UNITS ARE NOT REQUIRED TO MEET ICC/ANSI A117.1 REQUIREMENTS FOR MANEUVERING CLEARANCE. 8. DOORS IN SERIES SHALL HAVE A MINIMUM 48" BETWEEN DOOR LEAFS WHEN OPEN 90 DEGREES OR BETWEEN FACE OF DOOR EDGE WHEN OPEN 90 DEGREES AND FINISH WALL. 9. ALL DIMENSIONS PROVIDED IN REQUIREMENT 3 USABLE DOORS ARE CLEAR FROM FINISHED SURFACE TO FINISH SURFACE. 10. * = MINIMUM FOR ACCESSIBLE DOORS, NOMINAL FOR USABLE DOORS. 11. WHERE ELEVATORS ARE PROVIDED IN MULTISTORY BUILDINGS, UNIT DOORS SHALL MEET THE REQUIREMENTS FOR ACCESSIBLE AND USABLE DOORS. 12. ONLY GROUND FLOOR UNITS IN MULTI-FAMILY BUILDINGS WHICH ARE NOT PROVIDED WITH AN ELEVATOR SHALL MEET ACCESSIBLE DOOR REQUIREMENTS. 13. REFER TO UNIT PLAN SHEETS FOR ADDITIONAL FHA NOTES AND REQUIREMENTS. CLEAR 32" MIN.* CLEAR 32" MIN.* DIAGRAM (3A) CLEAR WIDTH AT HINGED DOORS DIAGRAM (3B) CLEAR WIDTH AT SLIDING/POCKET DOOR CLEAR 32" MIN.* DIAGRAM (3C) CLEAR WIDTH AT ACCORDION- FOLD DOOR CLEAR 32" MIN.* DIAGRAM (3D) CLEAR WIDTH AT BI- FOLD DOOR DIAGRAM (3E) DOORWAY DEPTH AT CASED OPENINGS X X = 32" MIN< 24"-X = 36" MIN> 24"DIAGRAM (3F) CLEAR WIDTH AT DOUBLE-LEAF DOOR CLEAR 32" MIN.* DIAGRAM (4A) VERTICAL CHANGE DIAGRAM (4B) BEVELED CHANGE DIAGRAM (4C) BEVELED CHANGE ACCESSIBLE ROUTE -IS A CONTINUOUS 36" (MIN.) WIDE PATH INTO AND THROUGHOUT THE ENTIRE COVERED DWELLING UNIT, WHICH PASSES THROUGH THE UNIT'S PRIMARY ENTRY DOOR AND CONTINUES THROUGH ALL BATHROOM FIXTURES, AND CONNECTS WITH ALL SECONDARY EXTERIOR DOORS. 1. THRESHOLDS SHALL MEET THE REQUIREMENTS BELOW FOR PRIMARY AND SECONDARY DOORS REGARDLESS OF DOOR STYLE. REFER TO DRAWING SET FOR SPECIFIC DOOR DETAILS. 2. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4" IN HEIGHT FOR EXTERIOR SLIDING DOORS OR 1/2" FOR OTHER TYPES OF DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.1/4" MAX1 21/2" MAX1 21/4" MAX1/4" MAX1/2" MAXACCEPTABLE LEVEL CHANGE ON ACCESSIBLE ROUTE 1/8" PER FT MAX. SLOPE @ PUBLIC SIDE OF PRIMARY ENTRY DOOR3/4" MAX1 1/2" MIN 1:2 BEVELED 1/4" MAX1/2" MAXDIAGRAM (4D) PRIMARY ENTRY DOOR 1/8" PER FT MAX. SLOPE @ PUBLIC SIDE OF PRIMARY ENTRY DOOR 1:2 BEVELED BOTH SIDES 1/2" MAXDIAGRAM (4E) PRIMARY ENTRY DOOR ACCEPTABLE THRESHOLD AT PRIMARY ENTRY DOOR DIAGRAM (4F) PRIMARY ENTRY DOOR 1/8" PER FT MAX. SLOPE @ PUBLIC SIDE OF PRIMARY ENTRY DOOR 1/4" MAX1/2" MAX3/4" MAX1 1/2" MIN 1:2 BEVELED DIAGRAM (4G) SECONDARY DOOR IMPERVIOUS SURFACE3/4" MAX4" MAXIMPERVIOUS SURFACE INTERIOR FLOOR LEVEL ACCEPTABLE THRESHOLD AT SECONDARY DOOR IMPERVIOUS SURFACE 1:2 BEVELED BOTH SIDES 1:2 BEVELED 1 1/2" MIN 3/4" MAX1/4" MAX1/2" MAXDIAGRAM (4H) SECONDARY DOOR IMPERVIOUS SURFACE INTERIOR FLOOR LEVEL DIAGRAM (5A)DIAGRAM (5B) 48" MIN 30" MINFORWARD APPROACH TO UNOBSTRUCTED FORWARD REACH 15" MIN48" MAXFORWARD APPROACH TO OBSTRUCTED FORWARD REACH DIAGRAM (5C)DIAGRAM (5D)DIAGRAM (5E)DIAGRAM (5F)27" MIN48" MAX20" MAX VERTICAL CLEARANCE AT KNEE SPACE, TYP.27" MIN48" MAXMAX > 20" - 25" 48" MIN 20" MAX 30" MIN25" MAX 48" MIN 30" MIN36" MAX30" MIN BASE CAB. 24" MAX 46" MAX34" MAX.30" MAX 10" MAX48" MAXMAX 10"30" MIN.15" MIN.48" MAX.FINISH INSIDE CORNER3' - 0" MIN. OUTLET FROMELECTRICAL OUTLET AT MAX. 46" A.F.F. W/COUNTER TOP OVERHANG) STANDARD 24" DEPTH BASE CABINET (25 1/2" MAX. DWELLING UNITS WITH AN ENTRANCE ON AN ACCESSIBLE ROUTE SHALL BE DESIGNED AND CONSTRUCTED SUCH THAT DWELLING UNIT CONTROLS (LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS) ARE IN AN ACCESSIBLE LOCATION. 1. ALL OPERABLE PARTS OF WALL MOUNTED SWITCHES AND CONTROLS MUST BE LOCATED WITHIN THE REACH RANGES OF 15" MIN. A.F.F TO BOTTOM OF THE LOWEST RECEPTACLE TO 48" MAX. A.F.F. TO THE TOP OF THE HIGHEST RECEPTACLE. 2. A 30"X48" CLEAR FLOOR SPACE PERPENDICULAR TO THE WALL FOR A FORWARD REACH TO CONTROLS MUST BE PROVIDED. 3. INACCESSIBLE CONTROLS OR OUTLETS IN ACCESSIBLE LOCATION ARE ALLOWED PROVIDED COMPARABLE CONTROLS OR OUTLETS ARE AVAILABLE TO SERVE THE SAME SPACE OR AREA. SWITCHES, OUTLETS, AND CONTROLS COVERED BY GUIDELINES COVERED: • LIGHT SWITCHES FOR CONTROLLING ALL ROOM LIGHTS • ELECTRICAL OUTLETS • ENVIRONMENTAL CONTROLS THERMOSTATS AND CONTROLS FOR OTHER HEATING, AIR- CONDITIONING, AND VENTILATION SYSTEMS NOT COVERED: • CIRCUIT BREAKERS • APPLIANCE CONTROLS • OUTLETS DEDICATED FOR SPECIFIC APPLIANCES DIAGRAM (5G) FORWARD APPROACH AT OBSTRUCTED SIDE REACH FORWARD APPROACH AT UNOBSTRUCTED SIDE REACH MAX. REACH DISTANCE 30" X 48" CLEAR FLOOR SPACE 18" CL 30" MAX.32" MAX.38" MIN.4" MIN. 14" MIN. 14" SPACE ALLOWS 40" MIN WHERE 10" MAX. 28" MIN. 46" PREFERRED 30" MAX.32" MAX.38" MIN.MIN.15"18"PREFERRED36"MIN.24"6"MAX. 12" 24" MIN. 42" PREFERRED DIAGRAM (6C) REINFORCEMENT, TYP. REFER TO DIAGRAMS (A & B) CL CL CL CL DIAGRAM (6A)DIAGRAM (6B) DIAGRAM (6D) DIAGRAM (6E)DIAGRAM (6F)TYPICAL33" - 36"MIN. 12" (ABSOLUTE) 18" MIN. 15" CL GRAB BAR REINFORCEMENT BEHIND WALL AT WATER CLOSET GRAB BAR REQUIREMENTS AT WATER CLOSET FOLD DOWN GRAB BAR REQUIREMENTS AT WATER CLOSET GRAB BAR 24" FOLDING18"15 3/4"2 1/4"REINFORCING40" MIN.PROVIDE VERT. STUD (CENTERED ON FOLDING GRAB BAR), LONG AND WIDE ENOUGH TO SUPPORT FOLDING GRAB BAR WHEN LOWERED INTO POSITION 2X BLOCKING TYPICAL33" - 36"24" MIN. CL NOTES: 1. GRAB BARS ARE NOT REQUIRED TO BE INSTALLED AT TIME OF CONSTRUCTION, ONLY BLOCKING TO ALLOW FOR FUTURE INSTALLATION OF GRAB BARS. 2. BLOCKING FOR GRAB BARS ONLY REQUIRED AT POWDER ROOMS IF POWDER ROOM IS ON THE ACCESSIBLE ROUTE OR AT ENTRY LEVEL IN A MULTI-STORY COVERED UNIT IN AN ELEVATOR BUILDING. A. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF (1112 N) SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. B. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBF (1112 N) SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. IF THE CONNECTION BETWEEN THE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. C. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBF (1112 N) SHALL BE LESS THAT THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. D. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBF (1112 N) PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF (1112 N) SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL AND THE SUPPORTING STRUCTURE. E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.SEAT15" - 19" MAX.TOP OF TOILET3.THE STRUCTURAL STRENGTH OF GRAB BARS, TUBE AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS PER ANSI A117.1-1986"PREFERREDPREFERRED18" PREFERRED CL 38" MIN.12"CL CL CL PARALLEL APPROACH AT RANGE OVERLAPPING CLEAR FLOOR SPACE, PARALLEL APPROACH CLEAR FLOOR SPACE FOR PARALLEL APPROACH AT SINK CENTERED DOUBLE BASIN SINK CENTERED SINGLE BASIN SINK CENTERED ON OVERALL SINK @ UNEQUAL SIZE SINK BASINDIAGRAM (7C) DIAGRAM (7A) DIAGRAM (7B) CL 30"48" EQ EQ CL CL CL NOTE: EXCLUDING HANDLES OR HARDWARE FOR APPLIANCES AND CABINETS NO APPLIANCE OR CABINET FACE MAY ENCROACH INTO 60" DIA. 30X48 NOT REQUIRED IF SINK BASE CABINET IS REMOVABLE 60" DIAMETER TURNING RADIUS CL FUNCTIONAL USE AT OVEN PARALLEL APPROACH TO OVEN RACK FORWARD APPROACH TO OVEN RACK, EACH SIDE REQUIRES REMOVABLE BASE CABINET AND KNEE/TOE SPACE BELOW SINK BASIN DIAGRAM (7D)DIAGRAM (7E) CL EQ EQ 48"30"CL FACE OF APPLIANCE (OVENS, DISHWASHERS, REFRIG., FREEZERS AND TRASH COMPACTORS) PARALLEL APPROACH KNEE SPACE AT SINK WITH GARBAGE DISPOSAL AND PIPE PROTECTION PANELACCEPTABLESTANDARD 36"VAR.27" MIN. PREFERRED)9" MIN. (12"MIN. 8" 3" MIN. OPEN BOTTOM FOR VENTILATION AND ACCESS TO RESET BUTTONS STANDARD DEPTH SINKS UP TO 9" PERMITTED, REAR DRAIN PREFERRED PIPE PROTECTION AND APPEARANCE PANEL ADJACENT CABINET, WALL AND FLOOR MUST BE FINISHED TO MATCH CLEAR FLOOR SPACE FOR EITHER FORWARD OR PARALLEL APPROACH AT SINK & OTHER APPLIANCES DISPOSAL COVER ± 12" WIDE NOTES: 1. CLEAR FLOOR AT LAUNDRY EQUIPMENT IS NOT REQUIRED BUT RECOMMENDED.CLEAR FLOOR SPACE AREA 30 X 48 SHALL BE CENTERED ON EACH APPLIANCE. CLEAR FLOOR SPACE MAY OVERLAP. 2. AT FRONT LOAD MACHINES, CENTERLINE OF CLEAR FLOOR SPACE MAY BE OFFSET 24" MAX. FROM CENTER OF APPLIANCE DOOR. 3. PARALLEL APPROACH REQUIRED FOR TOP AND FRONT LOAD MACHINES. 4. CONTROLS ARE RECOMMENDED TO BE WITHIN REACH RANGE OF SEATED USER. SIDE BY SIDE STACK W/D FRONT LOAD WASH DRY CLCL CL CL CL FRONT LOAD WASHING MACHINES PREFERRED LAUNDRY EQUIPMENT OFFSET 24" MAX. NOTES: 1. SHOWERS IN COVERED DWELLING UNITS MAY BE OF ANY SIZE OR CONFIGURATION, UNLESS SHOWER IS THE ONLY BATHING FIXTURE IN THE UNIT. IN THIS CASE THE 36" x 36" SIZE ILLUSTRATED IS THE MINIMUM ALLOWABLE SIZE. 2. RE: DIAGRAM (6J) FOR BLOCKING REQUIREMENTS. 3. GUIDELINES CONTAIN NO SPECIFICATION THAT LIMITS THE CURB HEIGHT, NOR DO THEY ADDRESS CONTROL TYPE OR LOCATION. 4. SHOWERS STALLS IN COVERED DWELLING UNITS MAY BE OF ANY SIZE OR CONFIGURATION AND ARE NOT LIMITED TO THE 36" x 36" STALL SHOWN IN THE DIAGRAM. CLEAR FLOOR SPACE AT SHOWERS CLEAR36" MIN.CLEAR 36" MIN. 30"48"CLEARANCE ALIGNED W/ CONTROL END OF WALL CONTROL WALL 40" MIN.RANGECABINET40" MIN.CABINETCABINET40" MIN.REF.CABINET40" MIN. DIAGRAM (7F)DIAGRAM (7G) DIAGRAM (7H)DIAGRAM (7J) DIM. IS FROM FRONT FACE OF RANGE OR REFRIG. TO COUNTERTOP EDGE. (EXCLUDES HANDLES OF CABINETS AND APPLIANCES.) CLEARANCE BETWEEN OPPOSING ELEMENTSCABINET STANDARD SINKS ACCEPTABLE, SINKS WITH REAR LOCATED DRAINS SIMPLIFY KNEE SPACE RECOMMENDED PIPE PROTECTION AND HINGED PANEL WITH DISPOSAL COVER; NOTE PIPES AND DISPOSAL ALSO CAN BE WRAPPED IN INSULATION CUT AWAY BACK AND FRAME AND REINFORCE WITH GUSSETS30" WIDE X 27" HIGH CLEAR KNEE SPACE CARRY FLOOR, CABINET AND WALL FINISHES UNDER AND BEHIND REMOVABLE CABINETS REMOVABLE CABINET FRONT REMOVABLE CABINET FRONT AND BOTTOM REMOVABLE CABINET POSSIBLE REMOVABLE CABINET OPTIONS FOR REQUIRED KNEE SPACES AT SINK OR COOKTOP IN NARROW (LESS THAN 60" WIDE) U-SHAPED KITCHENS REMOVABLE CABINET OPTIONS FOR KITCHEN SINKS 48" MIN.66" MIN.18" 15" 33" MIN. CL WALL HUNG LAVATORY OR VANITY W/FIXED OR REMOVABLE CABINET OPTION 1 MAX.24"WALL HUNG LAVATORY OR VANITY W/FIXED OR REMOVABLE CABINET 56" MIN.48" MIN. OPTION 2 56" MIN.60" MIN. 18" CL OPTION 3 CLEAR FLOOR SPACE AT TOILETS OPTION 1 OPTION 2 OPTION 330" MIN.15" MIN.CL 60"LAVATORY WITH KNEE SPACE BELOW SPECIFICATION "A" BATHROOMS 30" X 60" 60" MIN.MIN.18"48" MIN.CL SPECIFICATION "A" BATHROOMS 48" X 60" SPECIFICATION "B" BATHROOMS 30" X 48" CLEAR FLOOR SPACE AT BATHTUBS/SHOWERS NOTES: 1. RECOMMENDED THAT STANDARD LOW 15" TOILETS BE INSTALLED IN ALL DWELLING UNITS COVERED BY GUIDELINES. TOILET SEAT HEIGHT OF TOILET SEAT15" MIN. TO19" MAX TOPNOTES: 1. KNEE SPACE REQUIRED WHEN REMOVABLE BASE CABINET IS NEEDED IN ORDER TO PROVIDE KNEE SPACE AT LAVATORY FOR FRONT APPROACH. LAVATORY CLEARANCES 48" 17" MIN. 19" MAX. CLEARANCE 8" MIN. KNEE CLEARANCE 6" MAX TOE9" MIN.27" MIN.29" MIN.TOP OF RIM34" MAX.40" MAX.MIRROR 18" 15" 33" MIN. CL 48" MIN.30" MIN.(ONE OF THE THREE MUST BE PROVIDED IN "A" AND "B" BATHROOMS) SHADED AREAS MUST REMAIN UNOBSTRUCTED24" MAX.PROTECTED PIPING © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:35:32 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.4.1 FHA ACCESSIBILITY REQUIREMENTS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026REQUIREMENT 2 -ACCESSIBLE AND USABLE PUBLIC AND COMMON USE AREAS REQUIREMENT 3 -ACCESSIBLE DOORS REQUIREMENT 3 -USABLE DOORS SAFE HARBOR: Fair Housing Act ("FHA") using the Fair Housing Act Guidelines ("FHAG") and the ANSI A117.1-1986 REQUIREMENT 4 -ACCESSIBLE ROUTE INTO AND THROUGH THE COVERED UNIT REQUIREMENT 5 -CONTROLS IN ACCESSIBLE LOCATIONS REQUIREMENT 6 -REINFORCED WALLS FOR GRAB BARS REQUIREMENT 7 -USABLE KITCHENS AND BATHROOMS REQUIREMENT 7 -USABLE KITCHENS AND BATHROOMS 72" MIN60"24" 5"42"Note: the automatic door reopening device is activated if an object passes through either line A or line B. Line A and Line B represent the vertical locations of the door reopening device not requiring contact. 68" MIN 32" MIN54" MIN51" MIN32" MIN51" MIN68" MIN x 1 2 3 5 7 9 4 6 8 10 HALL BUTTONS FIG. 28 (a) MINIMUM ELEVATOR CAB SIZE FIG. 28 (c) ALTERNATE LOCATIONS OF PANEL WITH CENTER OPENING DOOR ALTERNATE LOCATIONS OF PANEL WITH CENTER OPENING DOOR ELEVATOR CAR CONTROL LOCATIONS FIG. 28 (d) PANEL DETAIL FIG. 28 (e) ELEVATOR CAR CONTROL CAR CONTROL HEIGHT FIG. 28 (f) ELEVATOR CAR HEIGHTS 35" MIN48" MAX54" MINNOTES: 28.1 GENERAL IN ALL MULTI_STORY BUILDINGS AND FACILITIES, EACH LEVEL INCLUDING MEZZANINES, SHALL BE SERVED BY A PASSENGER ELEVATOR. IF MORE THAN ONE ELEVATOR IS PROVIDED, EACH PASSENGER ELEVATOR SHALL COMPLY WITH 521 CMR 28. ACCESSIBLE ELEVATORS SHALL BE ON AN ACCESSIBLE ROUTE AND LOCATED WITHIN THE SPACE WITH WHICH IT IS INTENDED TO SERVE. ELEVATORS ARE NOT REQUIRED UNDER THE FOLLOWING EXCEPTIONS. c. FREIGHT ELEVATORS SHALL NOT BE REQUIRED TO MEET THE REQUIREMENTS OF 521 CMR 28.00 UNLESS THE ONLY ELEVATORS PROVIDED ARE USED AS COMBINATION PASSENGER AND FREIGHT ELEVATORS FOR THE PUBLIC AND EMPLOYEES. f. MULTIPLE DWELLINGS WHERE ALL ACCESSIBLE ROOMS AND ALL PUBLIC USE AND COMMON USE SPACES ARE ON THE ACCESSIBLE LEVEL. 28.2 OPERATION: ELEVATOR OPERATION SHALL BE AUTOMATIC. 28.2.1 SELF LEVELING: EACH CAR SHALL BE EQUIPPED WITH A SELF_LEVELING FEATURE THAT IS AUTOMATIC AND INDEPENDENT OF THE OPERATING DEVICE AND SHALL CORRECT ANY OVER-TRAVEL OR UNDER-TRAVEL. 28.2.2 THE SELF_LEVELING FEATURE SHALL BRING THE CAR TO A POSITION LEVEL WITH FLOOR LANDINGS UNDER ALL LOADING CONDITIONS FROM ZERO TO THE RATED LIMIT. A TOLERANCE OF ½ INCH (½" = 13MM) SHALL BE PERMITTED. 28.3 HALL CALL BUTTONS: SHALL COMPLY WITH THE FOLLOWING: 28.3.1 CALL BUTTONS IN ELEVATOR LOBBIES AND HALLS SHALL BE CENTERED AT 42 INCHES (42" = 1067MM) ABOVE THE FLOOR. SEE FIG. 28A. 28.3.2 SUCH CALL BUTTONS SHALL HAVE VISUAL SIGNALS TO INDICATE WHEN EACH CALL IS REGISTERED AND WHEN EACH CALL IS ANSWERED. 28.3.3 CALL BUTTONS SHALL BE A MINIMUM OF 3/4 OF AN INCH (3/4 "=19MM) IN THE SMALLEST DIMENSION. THE BUTTON DESIGNATING THE UP DIRECTION SHALL BE ON TOP. BUTTONS SHALL BE RAISED OR FLUSH. 28.3.4 OBJECTS MOUNTED BENEATH HALL CALL BUTTONS SHALL NOT PROJECT INTO THE ELEVATOR LOBBY MORE THAN FOUR INCHES (4" = 102MM). NOTE:THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. 28.4 HALL LANTERNS: A VISIBLE AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE TO INDICATE WHICH CAR IS ANSWERING A CALL. LANTERNS SHALL COMPLY WITH THE FOLLOWING: 28.4.1 HALL LANTERN FIXTURES SHALL BE MOUNTED SO THAT THEIR CENTERLINE IS AT LEAST 72 INCHES (72" = 1829MM) ABOVE THE LOBBY FLOOR. SEE FIG. 28a. 28.4.2 AUDIBLE SIGNALS SHALL SOUND ONCE FOR THE UP DIRECTION AND TWICE FOR THE DOWN DIRECTION OR SHALL HAVE VERBAL ANNUNCIATORS THAT SAY "UP" AND "DOWN." 28.4.3 VISIBLE SIGNALS SHALL HAVE THE FOLLOWING FEATURES: a. VISUAL ELEMENTS SHALL BE AT LEAST 2½ INCHES (2½" = 64MM) IN THE SMALLEST DIMENSION. b. SIGNALS SHALL BE VISIBLE FROM THE VICINITY OF THE HALL CALL BUTTON. SEE FIG.28a. IN_CAR LANTERNS LOCATED IN CARS, VISIBLE FROM THE VICINITY OF HALL CALL BUTTONS, AND CONFORMING TO THE ABOVE REQUIREMENTS, SHALL BE ACCEPTABLE. 28.5 DOOR JAMB MARKINGS: BOTH JAMBS OF ALL ELEVATOR HOISTWAY ENTRANCES SHALL HAVE RAISED AND BRAILLE FLOOR DESIGNATION JAMBS THAT ARE VISIBLE FROM WITHIN THE CAR AND THE ELEVATOR LOBBY. 28.5.1 THE CENTERLINE OF THE CHARACTERS SHALL BE 60 INCHES (60" = 1524MM) ABOVE FINISH FLOOR. SEE FIG. 28A. 28.5.2 SUCH CHARACTERS SHALL BE TWO INCHES (2" = 51MM) HIGH AND ON A CONTRASTING COLOR BACKGROUND. 28.5.3 PERMANENTLY APPLIED PLATES ARE ACCEPTABLE IF THEY ARE SECURED TO THE JAMBS. 28.6 DOORS: ELEVATOR DOORS SHALL OPEN AND CLOSE AUTOMATICALLY AND SHALL COMPLY WITH THE FOLLOWING: 28.6.1 WIDTH: ELEVATOR DOORS SHALL PROVIDE A CLEAR OPENING THAT IS AT LEAST 32 INCHES (32" = 813MM) WIDE. 28.6.2 CLOSING SPEED: DOORS SHALL CLOSE AT A MAXIMUM SPEED OF APPROXIMATELY ONE FOOT (1' = 305MM) PER SECOND. 28.6.3 REOPENING DEVICE: A DOOR REOPENING DEVICE SHALL BE PROVIDED THAT WILL STOP AND REOPEN A CAR DOOR AND AN ADJACENT HOISTWAY DOOR AUTOMATICALLY IF THE CAR DOOR BECOMES OBSTRUCTED BY AN OBJECT OR PERSON WHILE CLOSING. a. THE DEVICE SHALL BE CAPABLE OF COMPLETING THESE OPERATIONS WITHOUT REQUIRING CONTACT WITH THE OBSTRUCTION. b. THE REOPENING DEVICE SHALL DETECT POSSIBLE OBSTRUCTIONS PASSING THROUGH THE OPENING AT HEIGHTS OF FIVE INCHES AND OF 29 INCHES (5" = 127MM AND 29" = 737MM) ABOVE FINISH FLOOR. SEE FIG. 28a. c. DOOR REOPENING DEVICES SHALL REMAIN EFFECTIVE FOR AT LEAST 20 SECONDS. AFTER SUCH AN INTERVAL, DOORS MAY CLOSE IN ACCORDANCE WITH THE REQUIREMENTS OF ASME A17.1_1990 AND, IF APPLICABLE, WITH 524 CMR: THE BOARD OF ELEVATOR REGULATIONS. 28.6.4 DOOR AND SIGNAL TIMING FOR HALL CALLS: DOORS AND SIGNALS SHALL BE COORDINATED TO COMPLY WITH THE FOLLOWING: a. THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL UNTIL THE DOORS OF THAT CAR START TO CLOSE SHALL BE CALCULATED FROM THE FOLLOWING EQUATION: T = D/(1.5 FT/S) OR T = D/(457 MM/S); T = TOTAL TIME IN SECONDS D = DISTANCE (IN FEET OR MILLIMETERS) FROM A POINT IN THE LOBBY OR CORRIDOR 60 INCHES (60" = 1524MM) DIRECTLY IN FRONT OF THE FARTHEST CALL BUTTON CONTROLLING THAT CAR TO THE CENTERLINE OF ITS HOISTWAY DOOR. SEE FIG. 28b. FOR CARS WITH IN_CAR LANTERNS, "T " BEGINS WHEN THE LANTERN IS VISIBLE FROM THE VICINITY OF HALL CALL BUTTONS AND AN AUDIBLE SIGNAL IS SOUNDED. b. THE MINIMUM ACCEPTABLE NOTIFICATION TIME SHALL BE FIVE SECONDS. 28.6.5 DOOR DELAY FOR CAR CALLS: THE MINIMUM TIME FOR ELEVATOR DOORS TO REMAIN FULLY OPEN IN RESPONSE TO A CAR CALL SHALL BE THREE SECONDS. 28.7 ELEVATOR CAR: THE ELEVATOR CAB SHALL BE A MINIMUM OF 54 INCHES BY 68 INCHES (54" X 68" = 1372MM X 1727MM) MEASURED WALL_TO_WALL AND WALL_TO_DOOR, OR MAY BE 60 INCHES BY 60 INCHES, (60" BY 60" = 1524MM BY 1524MM) WALL-TO-WALL AND WALL TO WALL. THE DOOR CAN BE LOCATED ON ANY WALL OR WALLS. 28.7.1 HOISTWAY CLEARANCE: THE HORIZONTAL CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF ANY HOISTWAY LANDING SHALL BE NO GREATER THAN 1¼ INCH (1¼" = 32MM). 28.7.2 HANDRAILS SHALL BE LOCATED ON AT LEAST ONE WALL IN EVERY ELEVATOR BETWEEN 32 AND 36 INCHES (32" AND 36" = 813MM AND 914MM) ABOVE THE CAR FLOOR, WITH A 1½ INCH (1½" = 38MM) CLEARANCE FROM THE WALL. 28.7.3 FLOOR SURFACE: FLOOR SURFACES SHALL COMPLY WITH 521 CMR 29.00: FLOOR SURFACES. 28.8 CAR CONTROLS: ELEVATOR CONTROL PANELS SHALL HAVE THE FOLLOWING FEATURES: 28.8.1 LOCATION: IF CARS HAVE CENTER OPENING DOORS, CONTROLS SHALL BE LOCATED ON THE SAME WALL OR WALLS. IF CARS HAVE SIDE OPENING DOORS, CONTROLS SHALL BE LOCATED AT THE SIDE WALL OR AT THE FRONT WALL NEXT TO THE DOOR. SEE FIG. 28D 28.8.2 HEIGHT: ALL FLOOR BUTTONS SHALL BE NO HIGHER THAN 54 INCHES (54" = 1372MM) ABOVE THE FINISH FLOOR FOR SIDE APPROACH AND 48 INCHES (48" = 1219MM) FOR FRONT APPROACH. EMERGENCY CONTROLS, INCLUDING THE EMERGENCY ALARM AND EMERGENCY STOP, SHALL BE GROUPED AT THE BOTTOM OF THE PANEL AND SHALL HAVE THEIR CENTERLINES NO LESS THAN 35 INCHES (35" = 889MM) ABOVE THE FINISH FLOOR. SEE FIG. 28E AND 28F. 28.8.3 BUTTONS: ALL CONTROL BUTTONS SHALL BE AT LEAST 3/4 OF AN INCH (3/4" = 19MM) IN THEIR SMALLEST DIMENSION. THEY SHALL BE RAISED OR FLUSH. 28.8.4 TACTILE, BRAILLE, AND VISUAL CONTROL INDICATORS: ALL CONTROL BUTTONS SHALL BE DESIGNATED BY BRAILLE AND BY RAISED STANDARD ALPHABET CHARACTERS FOR LETTERS, ARABIC CHARACTERS FOR NUMERALS, OR STANDARD SYMBOLS AS SHOWN IN FIG. 28E. a. RAISED AND BRAILLE CHARACTERS AND SYMBOLS SHALL COMPLY WITH 521 CMR 41.00: SIGNAGE. b. THE CALL BUTTON FOR THE MAIN ENTRY FLOOR SHALL BE DESIGNATED BY A RAISED STAR AT THE LEFT SIDE OF THE FLOOR DESIGNATION. SEE FIG. 28E. c. ALL RAISED DESIGNATIONS FOR CONTROL BUTTONS SHALL BE PLACED IMMEDIATELY TO THE SYSTEM SHALL BE PLACED IMMEDIATELY TO THE LEFT OF THE BUTTON TO WHICH THEY APPLY. d. APPLIED PLATES, PERMANENTLY ATTACHED, ARE AN ACCEPTABLE MEANS TO PROVIDE RAISED CONTROL DESIGNATIONS. e. FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL INDICATORS TO SHOW WHEN EACH CALL IS REGISTERED. THE VISUAL INDICATORS SHALL BE EXTINGUISHED WHEN EACH CALL IS ANSWERED. 28.9 CAR POSITION INDICATORS: IN ELEVATOR CARS, A VISUAL CAR POSITION INDICATOR SHALL BE PROVIDED IN COMPLIANCE WITH THE FOLLOWING: 28.9.1 LOCATION: THE CAR POSITION INDICATOR SHALL BE LOCATED ABOVE THE CAR CONTROL PANEL OR OVER THE DOOR TO SHOW THE POSITION OF THE ELEVATOR IN THE HOISTWAY. 28.9.2 VISUAL AND AUDIBLE: AS THE CAR PASSES OR STOPS AT A FLOOR SERVED BY THE ELEVATORS, THE CORRESPONDING NUMERALS SHALL ILLUMINATE AND AN AUDIBLE SIGNAL SHALL SOUND. a. NUMERALS SHALL BE A MINIMUM OF 1/2 INCH (1/2" = 13MM) HIGH AND SHALL BE ILLUMINATED ON A CONTRASTING BACKGROUND. b. THE AUDIBLE SIGNAL SHALL BE NO LESS THAN 20 DECIBELS WITH A FREQUENCY NO HIGHER THAN 1500 HZ. c. AN AUTOMATIC VERBAL ANNOUNCEMENT OF THE FLOOR NUMBER AT WHICH A CAR STOPS OR WHICH A CAR PASSES MAY BE SUBSTITUTED FOR THE AUDIBLE SIGNAL. 28.10 EMERGENCY COMMUNICATIONS: WHERE A SERVICE LOCATION IS MAINTAINED IN A BUILDING, A TWO_WAY EMERGENCY COMMUNICATION SYSTEM SHALL BE PROVIDED BETWEEN THE ELEVATOR CAR AND THE SERVICE LOCATION. 28.10.1 THE HIGHEST OPERABLE PART OF A TWO_WAY COMMUNICATION SYSTEM SHALL BE A MAXIMUM OF 48 INCHES (48" = 1219MM) FROM THE FLOOR OF THE CAR. 28.10.2 IT SHALL BE IDENTIFIED BY A RAISED SYMBOL AND LETTERING COMPLYING WITH 521 CMR 41.00, SIGNAGE, AND LOCATED ADJACENT TO THE DEVICE. 28.10.3 THE EMERGENCY INTERCOMMUNICATION SYSTEM SHALL NOT REQUIRE VOICE COMMUNICATION. LIGHTS THAT INDICATE THAT EMERGENCY CONTACT HAS BEEN MADE AND IS BEING RESPONDED TO WOULD MEET THIS REQUIREMENT 28.10.4 IF THE SYSTEM USES A HANDSET, THE LENGTH OF THE CORD FROM THE PANEL TO THE HANDSET SHALL BE AT LEAST 29 INCHES (29" = 737MM). SAID HANDSETS SHALL BE EQUIPPED WITH HEARING AMPLIFICATION. 28.10.5 IF THE SYSTEM IS LOCATED IN A CLOSED COMPARTMENT THE COMPARTMENT DOOR HARDWARE SHALL CONFORM TO 521 CMR 39.00, CONTROLS. 28.11 ILLUMINATION LEVELS:THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS, PLATFORM, CAR THRESHOLD AND LANDING SILL SHALL BE AT LEAST FIVE FOOTCANDLES (53.8 LUX). 24" MAX 30" MIN48" MIN 17" - 19" 18"72" MIN12"17" MINMAX11"48" MIN30" MIN 1.5" 1.25"- 12" MIN 18" TOILETCL MIN 8" MAX 6"9"29" MIN34" MAX19" MAX knee clearance toe clearance NOTES: 30.1: PUBLIC TOILET ROOMS: 30.9.1 CLEAR FLOOR SPACE: A CLEAR FLOOR SPACE COMPLYING WITH 521 CMR 6.3, WHEELCHAIR TURNING SPACE SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL EXTEND NO MORE THAN A MAXIMUM OF 19 INCHES (19" = 483MM) UNDERNEATH THE SINK. SEE FIG. 30g 30.10 URINALS: WHERE ONE OR MORE URINALS IS PROVIDED, AT LEAST ONE URINAL SHALL BE ACCESSIBLE. SEE FIG. 30i. 30.10.1 HEIGHT: ACCESSIBLE URINALS SHALL BE STALL_TYPE OR WALL_HUNG WITH AN ELONGATED RIM AT A MAXIMUM OF 17 INCHES (17" = 432MM) ABOVE THE FINISH FLOOR. 30.11 MIRROR:THE TOP OF ANY SHELF AND OR BOTTOM OF ANY MIRROR THAT IS PROVIDED ABOVE A SINK SHALL BE SET WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40 INCHES (40" = 1016MM) ABOVE THE FINISH FLOOR. SEE FIG. 30i. 30.8 GRAB BARS: FOR THE STANDARD ACCESSIBLE TOILET STALL THE WATER CLOSET SHALL HAVE TWO GRAB BARS 42 INCHES (42" = 1067MM) LONG, ONE ON THE WALL IN BACK OF THE WATER CLOSET AND ONE ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. FOR THE ALTERNATE ACCESSIBLE TOILET STALL THE WATER CLOSET SHALL HAVE TWO PARALLEL GRAB BARS, 42 INCHES LONG (42" = 1067M) INSTALLED ON THE SIDE WALLS AND LOCATED A MINIMUM OF SIX INCHES (6" = 76MM) FROM THE INTERIOR CORNER 17"-19"24" MIN.33"-36"12"42" MIN 54" MIN T.P. (b) side wall ACCESSIBLE TOILET STALLS FIG. 30 (e) CLEAR FLOOR SPACE FIG. 30 (g) CLEAR FLOOR SPACE AT WATER CLOSETS FIG. 30 (d) CLEAR FLOOR SPACE FIG. 36 (e) HANDRAIL / GRAB BAR FIG. 30 (f) SINK ELEVATIONS FIG. 30 (h) 17"-19"27" MIN36" MAX9" MINMIN 8" MAX 6" equipment permitted in shaded area 48" MIN30" MIN 48" MIN30" MIN FOUNTAN DEPTH NOT TO EXCEED WIDTH ANY 54" MAX6" MINelevation OPT. POST AND BASE plan elevation plans MOUNTING HEIGHT FOR CLEARANCE FOR TELEPHONES30" MIN48" MIN 10" MAXSPOUT HEIGHT AND KNEE CLEARANCE FIG. 36 (b) DRINKING FOUNTAINS AND WATERCOOLERS SEE PLANS 48" MAXLESS27" ORPARALLEL APPROACH FIG. 36 (d) FORWARD REACH REQUIREMENTS FIG. 37 (b)24" MAX30" MIN29"5"30" MIN 6" MIN5"SIDE REACH POSSIBLE (521 CMR 6.6) 60" 1.5" clear floor space 19"clear floor space 42"42" (a) back wall 6"42" MIN 17" MIN DEPTH 40"48"20"THAN 24"GREATER20"32" MIN 24" MAXOPENING NOTE: A standard 36 inch (36" = 914 mm) door with a standard hinge, will produce a clear opening of at least 32 inches (32"= 813mm). OFFSET HINGED DOOR HINGED DOOR 32" MIN POCKET DOOR 32" MIN SLIDING DOOR 48" MIN PULL SIDE FORWARD APPROACH PULL SIDE HINGE APPROACH 18" MINXYPUSH SIDE HINGE APPROACH PUSH SIDE LATCH APPROACH42" MIN54" MIN 24" MIN 42" MIN48" MIN54" (MIN.)48" MIN12"36"48" MIN42" MIN54" MIN 42" MIN24" MIN STONE METAL CLEAR OPENING - SLIDING DOORS FIG. 26 (c) MANEUVERING CLEARANCE AT DOORS (PUSH SIDE) FIG. 26 (e) MANEUVERING CLEARANCE AT SLIDING DOORS FIG. 26 (f) TWO HINGED DOORS IN SERIES FIG. 26 (g) CLEAR OPENING FIG. 26 (b) MANEUVERING CLEARANCE AT DOORS (PULL SIDE) FIG. 26 (d)OPENING AND ACCESSIBLE ROUTES FIG. 26 (a) Front Approach - Sliding Doors and Folding Doors (d) Slide Side Approach - Sliding Doors and Folding Doors (e)(f) NOTE: All doors in alcoves shall comply with the clearances for front approaches Latch Side Approach - Sliding Doors and Folding Doors NOTES: 26.5 DOOR WIDTH: ALL DOORWAYS AND OPENINGS THAT ARE REQUIRED TO BE ACCESSIBLE SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 32" (32" = 813MM). CLEAR OPENING OF A DOOR IS MEASURED FROM THE FACE OF THE STOP ON THE LATCH SIDE TO THE FACE OF THE DOOR WHEN THE DOOR IS OPEN 90 DEGREES. FOR DOOR TYPES SUCH AS BI-FOLD, ACCORDION, AND POCKET, THE CLEAR OPENING IS MEASURED WHEN THE DOOR IS IN ITS MOST FULLY OPEN POSITION. SEE FIG. 26b AND 26c. 26.6 MANEUVERING CLEARANCE: A MINIMUM CLEAR FLOOR AREA SHALL BE PROVIDED AT BOTH SIDES OF ALL DOORS AND GATES. EXCEPTION: DOORS EQUIPPED WITH AUTOMATIC OPENING DEVICES ARE EXEMPT FROM 521 CMR 26.6.3, 26.6.4, 26.8. 26.6.1 THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL. 26.6.2 DOORS LOCATED IN A RECESS OF MORE THAN 6 INCHES (6" = 152MM) DEEP SHALL HAVE A CLEAR FLOOR SPACE AS REQUIRED IN 521 CMR, SECTION 26.6.3 AND 521 CMR SECTION 26.6.4. SAID CLEAR FLOOR SPACE SHALL BE MEASURED WITHIN SIX INCHES OF THE DOOR. 26.6.3 PULL SIDE CLEARANCE SHALL COMPLY WITH THE FOLLOWING: a. A MINIMUM OF 18 INCHES (18" = 457MM) OF CLEAR FLOOR SPACE SHALL BE PROVIDED ON THE LATCH, PULL SIDE OF THE DOOR WHEN THE CLEAR FLOOR SPACE IN FRONT OF THE DOOR IS A MINIMUM OF 60 INCHES (60" = 1524MM). SEE FIG. 26d. b. A MINIMUM OF 42 INCHES (42" = 10667MM) OF CLEAR FLOOR SPACE SHALL BE PROVIDED ON THE LATCH, PULL SIDE OF THE DOOR WHEN THE CLEAR FLOOR SPACE IN FRONT OF THE DOOR IS MORE THAN 54 INCHES (54" = 1372MM) BUT LESS THAN 60 INCHES (60" = 1524MM) SEE FIG. 26g. c. A MINIMUM OF 24 INCHES (24" = 610MM) OF CLEAR FLOOR SPACE SHALL BE PROVIDED ON THE LATCH, PULL SIDE OF THE DOOR WHEN THE CLEAR FLOOR SPACE IN FRONT OF THE DOOR IS A MINIMUM OF 54 INCHES (54" = 1372MM) AND THE DOOR HAS A CLOSER. SEE FIG. 26d. 26.7 TWO DOORS IN SERIES: THE MINIMUM SPACE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES (48" = 1219MM) PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. DOORS IN SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. SEE FIG. 26g. 26.8 DOOR OPENING FORCE: THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN A DOOR SHALL BE AS FOLLOWS: 26.8.1 DOORS: THESE FORCES APPLY ONLY TO OPENING THE DOOR, NOT TO THE EFFORT REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. a. EXTERIOR HINGED DOORS: 15 LBS. b. INTERIOR HINGED DOORS: 5 LBS. c. SLIDING OR FOLDING DOORS: 5 LBS. EXCEPTION: FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 26.9 DOOR CLOSERS: IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE DOOR WILL TAKE AT LEAST SIX SECONDS TO CLOSE. 26.10 THRESHOLDS: THRESHOLDS AT DOORWAYS SHALL COMPLY WITH THE FOLLOWING: 26.10.1 THRESHOLDS SHALL NOT EXCEED 1/2 INCH (1/2" = 13MM) IN HEIGHT AND SHALL BE BEVELED ON BOTH SIDES WITH A SLOPE NO GREATER THAN ONE-IN-TWO (1:2) (50%). 26.10.2 CHANGES IN FLOOR FINISH MATERIALS SHALL HAVE AN EDGE STRIP OR THRESHOLD THAT IS BEVELED AT A RATIO OF ONE-IN-TWO (1:2) (50%). 26.10.3 EXTERIOR SLIDING DOOR THRESHOLDS SHALL NOT EXCEED 3/4 OF AN INCH (3/4" = 19MM) IN HEIGHT AND SHALL BE BEVELED BOTH SIDES WITH A SLOPE NO GREATER THAN ONE-IN-FOUR (1:4) (25%). 26.11 DOOR HARDWARE. 26.11.1 TYPE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO OPERATE WITH ONE HAND AND THAT DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER OPERATED MECHANISMS, PUSH-TYPE MECHANISMS, AN U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. WHEN SLIDING DOORS ARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 26.11.2 HEIGHT: HAND-OPERATED DOOR OPENING HARDWARE SHALL BE LOCATED 36 INCHES TO 48 INCHES (36" TO 48" = 914MM TO 1219MM) ABOVE THE FLOOR. 26.11.3 OPERATION: DOORS IN MEANS OF EGRESS SHALL BE OPERABLE WITH ONE HAND AND WITH A SINGLE EFFORT. DOORS IN THE PATHS OF INGRESS SHALL BE ABLE TO BE UNLOCKED AND OPENED WITH ONE HAND. THE FORCE REQUIRED TO OPERATE THE HARDWARE SHALL BE NO GREATER THAN 5 LBS. 26.11.4 SPECIAL HARDWARE: DOORS OPENING INTO HAZARDOUS AREAS SHALL HAVE DOOR-OPENING HARDWARE WHICH IS KNURLED OR HAS A ROUGHENED SURFACE TO GIVE TACTILE WARNING TO PERSONS WITH VISUAL IMPAIRMENTS. HAZARDOUS AREAS SHALL INCLUDE BUT NOT BE LIMITED TO LOADING PLATFORMS, BOILER ROOMS, AND ELECTRICAL EQUIPMENT ROOMS. 48" MIN 60" minTHRESHOLD FIG. 26 (h) 32" min32" min PUSH SIDE HINGE APPROACH CLOSER PUSH SIDE FRONT APPROACH NOTE: *12" MIN IF DOOR HAS BOTH LATCH & CLOSER NO CLOSER NO CLOSERCLOSER NOTE: X=42" MIN IF Y=54" -59" PULL SIDE HINGE APPROACH X YPULL SIDE LATCH APPROACH 24" MINY (48" MIN.)NOTE: Y=54" MIN IF DOOR HAS CLOSER PUSH SIDE LATCH APPROACH 24" MIN 48" MIN4' - 6" NOTE: X=36" MIN IF Y=60" RAMP RUN LEVEL LANDING RAMP RUN 1525 60 MIN 1525 60 MIN 30' MAX 1525 60 MIN 48"RAMP RUN LANDING LEVEL HORIZONTAL PROJECTION OF RUN LANDING LEVELRISESURFACE O F R A M P LANDING LEVEL LANDING LEVEL18"-20"12" MIN12" MIN TREADS AND RISERS FIG. 27 (a) NOSINGS FIG. 27 (b) 1 1/2"601 1/2"6034"-38"LANDING LEVEL LANDING LEVEL18"-20"12"12"48" CLEAR ELEVATION SECTION ELEVATION SECTION 48" CLEAR LANDING LEVEL LANDING LEVEL 12"12"34"-38"Y 12" 12" 3" MAX 1 1/4" TO 1 1/2" 1 1/2"18"1 1/2"1 1/2" 1 1/4" TO 1 1/2"1 1/4" TO 1 1/2" 2" CURB MIN NOTES: 24.1: RAMPS 24.2.2 SLOPE AND RISE: THE MAXIMUM RISE FOR ANY RUN SHALL BE 30 INCHES. SEE FIG. 24a the maximum rise for any run shall be 30 inches. See Fig. 24a 24.3 CLEAR WIDTH: THE MINIMUM CLEAR WIDTH OF RAMP SHALL BE 48 INCHES. MEASURED BETWEEN THE RAILINGS. SEE FIG. 24b 24.4 LANDING: RAMPS SHALL HAVE LANDINGS FOR TURNING AND RESTING. AT A MINIMUM, LANDINGS SHALL BE LOCATED AT THE BOTTOM AND THE TOP OF EACH RAMP RUN, AND WHENEVER A RAMP CHANGES DIRECTION. THE MAXIMUM LENGTH OF A RAMP RUN BETWEEN LANDINGS SHALL NOT EXCEED 30 FEET. LANDINGS SHALL HAVE FOLLOWING FEATURES. SEE FIG. 24c 27.0: STAIR 27.2 TREADS AND RISERS: ON ANY GIVEN FLIGHT OF STAIRS, ALL STEPS SHALL HAVE UNIFORM RISER HEIGHT AND UNIFORM TREAD WIDTH. OPEN RISERS ARE NOT PERMITTED. SEE FIG. 27a 27.3 NOSING: THE UNDERSIDES OF NOSINGS SHALL NOT BE ABRUPT. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 1/2 INCH (1/2"= 13MM). RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT LESS THAN 60DEGREE FROM THE HORIZONTAL. NOSINGS SHALL PROJECT NO MORE THAN 1 1/2" INCHES (1 1/2"=38MM). SEE FIG. 27b. 27.4 HANDRAILS 27.4.1 LOCATION: STAIRWAYS SHALL HAVE CONTINUOUS HANDRAILS AT BOTH SIDES OF ALL STAIRS. THE INSIDE HANDRAIL ON SWITCHBACK OR DOGLEG STAIRS SHALL ALWAYS BE CONTINUOUS. SEE FIG. 27c. 27.4.2 HEIGHT: TOP OF HANDRAIL GRIPPING SURFACE SHALL BE MOUNTED BETWEEN 34 INCHES (34"=864MM) AND 38 INCHES (38"=965MM) ABOVE STAIR NOSINGS. HANDRAILS SHALL BE MEASURED VERTICALLY FROM THE TOP OF THE GRIPPING SURFACE OF THE HANDRAIL TO THE STAIR NOSING. 27.4.3 EXTENSIONS: WHERE HANDRAILS TERMINATE AT THE TOP AND BOTTOM OF A STAIR RUN, THEY SHALL HAVE EXTENSIONS THAT COMPLY WITH THE FOLLOWING: a. AT THE TOP, EXTEND AT LEAST 12 INCHES (12"=305MM) BEYOND THE TOP RISER AND PARALLEL WITH FLOOR OR GROUND SURFACE. SEE FIG. 27d. b. AT THE BOTTOM, EXTEND AT LEAST 12 INCHES (12"=305MM) PLUS THE WIDTH OF ONE TREAD BEYOND THE BOTTOM RISER. THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE BOTTOM RISER; THE REMINDER OF THE EXTENSION SHALL BE HORIZONTAL. SEE FIG. 27d. c. HANDRAILS EXTENSIONS NEED NOT EXTEND IF IT WOULD CAUSE A SAFETY HAZARD OR IF SPACE DOES NOT PERMIT. EXTENSIONS SHALL COMPLY WITH 521 CMR 20.6, PROTRUDING OBJECTS. 27.4.4 SIZE: HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1 1/4" INCHES (32MM) MINIMUM AND TWO INCHES (51MM) MAXIMUM. 27.4.5 SHAPE: THE HANDGRIP PORTION OF THE HANDRAIL SHALL BE ROUND OR OVAL IN CROSS-SECTION. SEE FIG. 2e 27.4.6 SURFACE: THE GRIPPING SURFACE SHALL BE CONTINUOUS SO THAT A HAND CAN MOVE FROM END TO END WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS, AND SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 27.4.7 CLEARANCE: WHEN A HANDRAIL IS MOUNTED ADJACENT TO A WALL, THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 1 1/2 INCHES (1 1/2"=76MM). HANDRAILS MAY BE LOCATED IN A WALL RECESS IF THE RECESS IS A MAXIMUM OF THREE INCHES (3"=76MM) DEEP AND EXTENDS AT LEAST 18 INCHES (18"=457MM) ABOVE THE TOP OF THE RAIL. 27.4.8 END CONDITION: ENDS OF HANDRAIL SHALL BE EITHER ROUNDED SMOOTHLY TO FLOOR, WALL, OR POST. EXTENSIONS ON HANDRAILS WHICH ARE NOT ATTACHED TO WALLS SHALL BE RETURNED SMOOTHLY TO THE FLOOR OR A POST. 27.4.9 HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 12 1 ELEVATION MAXIMUM RISE MAX. HORIZ. PROJECTION SLOPE 1:12 TO <1:16 1:16 TO <1:20 30 30 30 40 [SLOPE GREATER THAN 5% (>1:20) = RAMPS] RAMP SLOPES FIG. 24 (a) (INCHES)152560 MINLEVEL LANDING LEVEL LANDING HANDRAILS FIG. 27 (e) TREADS AND RISERS FIG. 27 (d)RAMP WIDTH AND HANDRAIL HEIGHT FIG. 24 (b) WALL RAMP WIDTH AND HANDRAIL HEIGHT FIG. 24 (c)34"-38"curb 18"-20"RADIUS ROUNDED NOSING ANGLED NOSING RADIUS NOTE: Y=12" MIN. PLUS WIDTH OF ONE TREAD.1/4" MAX1/4" TO 1/2"1/4" MAX1/2" MAXCHANGES IN LEVEL FIG. 22 (a) GRATES AND MATS FIG. 25 (c) NOTES: 22.4 LEVEL CHANGES: WALKWAYS SHALL HAVE CONTINUOUS COMMON SURFACES, NOT INTERRUPTED BY STEPS OR CHANGES IN LEVEL GREATER THAN 1/4 INCH (1/4" = 6MM). 22.4.2: CHANGES IN LEVEL GREATER THAN 1/2 INCH (1/2" = 13MM) SHALL REQUIRE A CURB CUT, WALKWAY, RAMP, ELEVATOR, OR PLATFORM LIFT THAT COMPLIES WITH 521 CMR 21.00: CURB CUTS, 521 CMR 22.00: WALKWAYS, 521 CMR 24.00:RAMPS OR 521 CMR 28.00: ELEVATORS. 25.4 MATS AND GRATES: DOOR MATS 1/2 INCH (1/2" = 13MM) THICK OR LESS SHALL BE SECURELY ANCHORED AT ALL EDGES TO AVOID TRIPPING. DOOR MATS BETWEEN 1/4 INCH (1/4" = 6MM) AND ½ INCH (1/2" = 13MM) THICK MUST BE SECURED WITH BEVELED EDGING THAT SLOPES NO MORE THAN 1:2 (50%). DOOR MATS THICKER THAN 1/2 INCH (1/2" = 13MM) SHALL BE RECESSED. GRATES SHALL HAVE OPENINGS NOT EXCEEDING 1/2 INCH (1/2" = 13MM) IN THE PATH OF TRAVEL. SEE FIG. 25c.1/4" MAX.1/2" MAX1 2 1 2 22.4.1 LEVEL CHANGES: Changes in Level between 1/4 inch and 1/2 inch shall be beveled with a slope no greater than 1:2 (50%) See Figure 22a. 36" 36" 914 914 48" OR MORE 121936"91448"12191067 1067 42" 42"4"10291436"80"MIN4" MAX 100 x > 685x > 27"36" MIN CLEAR WIDTH AMOUNT ANY 68527" OR BELOW12" 12" 12" 12" 96" MIN 96" MIN FOR VANS 60" MIN 21'-0" MIN 36"MIN1:1236" MIN 1:121:101:10 36" MIN24" MIN MIN 24" 2% Max Cross Slope Landscape area Landscape area 2% Max. Cross SlopeFlared side 1 10 X 68527" MAXX < 2030x < 80"CANE DETECTION AREA PROTECT SHADED AREA FROM CROSS -TRAFFIC PLAN ELEVATION ACCESSIBLE ROUTE DIMENSIONS OF PARKING SPACESCURB CUT WITH FLARED SIDES CURB CUT WITH RETURNED SIDES CURB CUT WITH FLARED SIDESMINIMUM CLEAR HEADROOMOBJECTS MOUNTED ON POSTS OR PYLONSWALKING PARALLEL TO A WALLPROTRUDING OBJECTSMINIMUM CLEARANCE FOR TURNINGMINIMUM CLEARANCE FOR TURNING FIG 20 (a) FIG 20 (b) FIG 20 (c)FIG 20 (d) FIG 20 (f) FIG 20 (g) FIG 21 (c) FIG 21 (c) FIG 23 FIG 21 (d) ADDITIONAL PROJECTION NOT REQUIRED BETWEEN WING WALLS PROTRUDING OBJECTS HANGING ON WALL WITH LEADING EDGES ABOVE 27" FLOOR MOUNTED DISPENSING UNIT, WING WALLS NOT REQUIRED 20.9 SLOPE AND CROSS SLOPE: AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE STEEPER THAN 1:20 (5%) IS A RAMP AND SHALL COMPLY WITH 521 CMR 24.00: RAMPS. NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50 (2%). (REFER TO 521 CMR 2.4.4d) 21.7 FLARED SIDES: SIDES OF CURB CUTS SHALL EXTEND AT LEAST 24 INCHES (24"=610MM) AT THE CURB. THE MAX. SLOPE OF THE FLARE IS (1:10) (10%). CURBING THE FLARED SIDES MUST BLEND WITH THE SLOPE OF THE FLARED SIDES. SEE FIG. 21c. 21.8 RETURNED SIDES; CURB CUTS WITH RETURNED SIDES ARE ONLY PERMITTED WHERE THEY ARE PROTECTED BY HANDRAIL PURSUANT TO 521 CMR 24.5 HANDRAILS OR WHERE PEDESTRIAN TRAVEL ACROSS THE RAMP IS OBSTRUCTED BY PERMANENTLY INSTALLED STREET HARDWARE OR LANDSCAPING. SEE FIG. 21d FIG 20 (e) CONFERENCE (N.T.S.) LESS THAN 48" MAX. MAX. NOTES: 20.00 ACCESSIBLE ROUTE 20.1 GENERAL: AN ACCESSIBLE ROUTE SHALL PROVIDE A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ACCESSIBLE SPACES AND ELEMENTS INSIDE AND OUTSIDE A FACILITY. ACCESSIBLE ROUTES MAY INCLUDE BUT ARE NOT LIMITED TO WALKS, HALLS, CORRIDORS, AISLES, SKYWALKS, AND TUNNELS. ACCESSIBLE ROUTES MAY NOT INCLUDE STAIRS, STEPS, OR ESCALATORS, EVEN IF THE STAIRS AND STEPS ARE REQUIRED TO BE ACCESSIBLE UNDER 521 CMR. 20.2 LOCATION: WITHIN THE BOUNDARY OF THE SITE, AN ACCESSIBLE ROUTE(S) SHALL BE PROVIDED FROM ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE ACCESSIBLE ROUTE(S) SHALL COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC. 20.3 WIDTH: AN ACCESSIBLE ROUTE SHALL HAVE A MINIMUM CLEAR WIDTH OF 36 INCHES (36" = 914 MM) EXCEPT AT DOORS AND AT OPENINGS LESS THAN 24 INCHES (24" = 610MM) DEEP WHERE IT SHALL COMPLY WITH 521 CMR 26.00: DOORS AND DOORWAYS. 20.4 TURNS: IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL COMPLY WITH FIG. 20a OR 20b. 20.5 PASSING SPACE: IF ACCESSIBLE ROUTE IS LESS THAN 60 INCHES (60"=1424MM) CLEAR WIDTH. THEN PASSING SPACESAT LEAST 60 INCHES (60"X60" = 1524MM BY 1524 MM) SHALL BE LOCATED AT INTERVALS NOT TO EXCEED 200 FEET (200' =61M). A T-INTERSECTION OF TWO CORRIDORS OR WALKS IS AN ACCEPTABLE PASSING PLACE. 20.6 PROTRUDING OBJECTS: OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE (SEE FIG. 20c) AND MUST COMPLY WITH 521 CMR 20.6.1. 20.6.1 OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE, TELEPHONES) WITH THEIR LEADING EDGES BETWEEN 27 INCHES AND 80 INCHES (27" AND 80" = 686MM AND 2032MM) ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN FOUR INCHES (4" = 102MM) INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES AND SHALL NOT HAVE SHARP OR ABRUPT EDGES. SEE FIG. 20d 20.6.2 OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27 INCHES (27" = 686MM) ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY DISTANCE AS LONG AS THEY DO NOT REDUCE THE ACCESSIBLE ROUTE BELOW 36 INCHES (36" = 914MM). SEE FIG. 20e © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/8" = 1'-0" 3/17/2026 9:35:35 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.4.2 521 CMR Sheet 1 ARCHITECTURAL ACCESS BOARD 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/20263 -ACCESSIBLE REQUIREMENTS FOR ELEVATORS2-DOORS AND DOOR WAYS / MANEUVERING CLEARANCE1 -CLEARANCE AT VARIOUS AREAS 5 -THRESHOLD AND LEVEL CHANGES 6 -ACCESS AISLE AT PARKING AND LOADING ZONES -SIDES OF CURB RAMPS 4 -RAMPS, STAIRS, AND HANDRAILS 521 CMR: ARCHITECTURAL ACCESS BOARD A 01/26/2026 PERMIT REVISIONS 30" MIN 60" MIN 60" MINCONTROLS 38" - 48"30" MIN 60" MINCONTROLS 6" min 32" max38" min6" min 38" min32" max19" min15" min 18" min 32" max38" minshower head back wall end wall foot back head Note: the hatched areas are reinforced to receive grab bars. (a) This condition occurs on when a sidewall exists that is at least 4'-6" in length Reinforcing for retractable grab bar that supposts 250 lb. (b) Removable Vanity below 60" TURNING CIRCLE 30"X72" CLEARFLR SPACE42" min 18" min42" minNOTES: 44.4.1 LOCATION: THE CENTERLINE OF THE WATER CLOSET SHALL BE LOCATED 18 INCHES (18" = 457MM) FROM THE NEAREST SIDE WALL AND AT LEAST 42 INCHES (42" = 1067MM) FROM THE FARTHEST SIDE WALL OR THE CLOSEST EDGE OF AN ADJACENT FIXTURE. THERE SHALL BE 42 INCHES (42" = 1067MM) CLEAR FROM THE FRONT EDGE OF THE WATER CLOSET TO THE NEAREST WALL OR FIXTURE. 44.4.2 HEIGHT: THE TOP OF THE WATER CLOSET SEAT SHALL BE 15 INCHES TO 19 INCHES (15" TO 19" = 381MM TO 483MM) ABOVE THE FLOOR. 44.4.4 WALL REINFORCEMENT: WALLS ADJACENT TO AND BEHIND THE WATER CLOSET SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 32 TO 38 INCHES (32" TO 38" = 813 MM TO 965 MM) ABOVE THE FLOOR. THE BACK WALL SHALL HAVE REINFORCEMENT FROM THE INTERIOR CORNER TO A DISTANCE OF SIX INCHES (6" = 152MM) BEYOND THE WIDEST PART OF THE WATER CLOSET. THE SIDE WALL SHALL HAVE REINFORCEMENT FROM THE INTERIOR CORNER TO A DISTANCE OF SIX INCHES (6" = 152MM) BEYOND THE FRONT EDGE OF THE WATER CLOSET, UNLESS INTERRUPTED BY A DOOR OR OTHER FIXTURE, THEN THE REINFORCEMENT SHALL BE INSTALLED AS FAR AS POSSIBLE. 44.6.1 A. FIXTURES: BATHTUBS SHALL BE A MINIMUM, NOMINAL DIMENSION OF 60 INCHES (60" = 1524MM) LONG. THE RIM SHALL BE BETWEEN 16 AND 18 INCHES (16" AND 18" = 406MM AND 457MM) ABOVE THE FLOOR. 44.6.1 b. MINIMUM FLOOR AREA: A CLEAR FLOOR AREA 30 INCHES (30" = 762MM) WIDE AND AT LEAST 72 INCHES (72" = 1829MM) LONG SHALL BE PROVIDED ADJACENT TO THE TUB. AT LEAST 12 INCHES (12" = 305MM) OF THE CLEAR FLOOR AREA LENGTH SHALL EXTEND BEYOND THE DRAIN END OF THE TUB IF THE TUB IS 60 INCHES (60" = 1524MM) LONG. 44.6.1 c. WALL REINFORCEMENT: ALL WALLS OF THE TUB SHALL HAVE STRUCTURAL REINFORCEMENT TO ALLOW THE FUTURE INSTALLATION OF GRAB BARS AT ANY LOCATION FROM THE RIM OF THE TUB TO A HEIGHT OF 60 INCHES (60" = 1524M) ABOVE THE TUB BOTTOM. 44.6.2 b. WALL REINFORCEMENT: ALL WALLS OF THE SHOWER SHALL HAVE STRUCTURAL REINFORCEMENT TO ALLOW THE FUTURE INSTALLATION OF A SEAT AND GRAB BARS, AT ANY LOCATION FROM THE FLOOR TO A HEIGHT OF 60 INCHES (60" = 1524MM) ABOVE THE FLOOR. WATER CLOSET LOCATION AND TUB CLEAR FLOOR SPACE FIG. 44 (a) WATER CLOSETS IN BATHROOMS Reinforced Areas for Installation of Grab Bars LOCATION OF WALL BLOCKING AND CONTROLS AT GROUP 2 BATHTUBS Note: the hatched areas are reinforced to receive grab bars LOCATION OF WALL BLOCKING AND CONTROLS AT GROUP 2 SHOWERS Note: the hatched areas are reinforced to receive grab bars60" MIN60" MIN28"60" MIN16"-18"60" MIN18" min T.P.H LAV 30" MIN.48" MAX48" MAX28" 32" 36"adjustable range54" MAXadjustable range54" MAX30" MIN.28" 32" 36"21" MAX. 21" MAX.15"MIN.Cabinets and Base Removed and Height Alternatives (b)(b)Cabinets and Base Removed and Height Alternatives (a) Shelves (b) Closets STORAGE SHELVES AND CLOSET NOTES: 45.1 GROUP 2 KITCHENS - GENERAL: IN ALL DWELLINGS REQUIRED TO BE GROUP 2A UNITS, ALL KITCHENS SHALL COMPLY WITH 521 CMR 45. 45.2 CLEAR FLOOR SPACE: A CLEAR FLOOR SPACE COMPLYING WITH 521 CMR 6.4, CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS SHALL BE PROVIDED IN FRONT OF THOSE APPLIANCES WHICH HAVE NO KNEESPACE INCLUDING BUT NOT LIMITED TO: REFRIGERATORS AND WALL OVENS. 45.3 WHEELCHAIR TURNING SPACE: SHALL COMPLY WITH 521 CMR 6.3, WHEELCHAIR TURNING SPACE, TO PERMIT A PERSON USING A WHEELCHAIR TO TURN AROUND WITHOUT COMING INTO CONTACT WITH ANY FIXTURES. IN ADDITION, WHEN A SINK AND A COOKTOP ARE LOCATED 15 INCHES OR LESS (15" = 381MM) APART, THE COUNTER SHALL PROVIDE OR SHALL BE CAPABLE OF PROVIDING CONTINUOUS CLEAR KNEESPACE AT LEAST 29 INCHES (29" = 737MM) IN HEIGHT. 45.4 SINKS: SHALL COMPLY WITH THE FOLLOWING: 45.4.1 SINK CABINET: IF A BASE CABINET IS PROVIDED UNDER THE SINK, IT SHALL BE REMOVABLE TO PROVIDE A KNEESPACE THAT COMPLIES WITH 521 CMR 45.4.2 AND 45.4.3 45.4.2 KNEESPACE: A CLEAR KNEESPACE SHALL BE PROVIDED OR BE CAPABLE OF BEING PROVIDED UNDER THE SINK, 19 INCHES DEEP AND AT LEAST 30 INCHES (30" = 762MM) WIDE. 45.4.3 HEIGHT: THE SINK SHALL BE CAPABLE OF BEING RELOCATED VERTICALLY IN THE FUTURE, WITHOUT STRUCTURAL CHANGE TO THE WALLS OF THE KITCHEN. 45.4.4 COUNTERTOP: A COUNTER SPACE AT LEAST 15 INCHES (15" = 381MM) WIDE SHALL BE PROVIDED ON ONE SIDE OF THE SINK, AT THE SAME HEIGHT AS THE SINK. THIS MAY OVERLAP WITH ONE OF THE 15 INCH (15" = 381MM) SPACES REQUIRED IN 521 CMR 45.5.4 45.4.5 SINK DEPTH: SINK BOWLS SHALL NOT EXCEED 6-1/2 INCHES (6-1/2" = 165MM) IN DEPTH AND SHALL HAVE THE DRAINS OFFSET TO THE REAR. 45.4.6 PIPING: WATER PIPES AND DRAIN TRAPS SHALL BE LOCATED AS CLOSE TO THE REAR WALL OF THE KNEESPACE AND AS HIGH OFF THE FLOOR AS POSSIBLE TO PROVIDE MAXIMUM KNEESPACE. IF THERE IS NO BASE CABINET UNDER THE SINK, PIPES AND TRAPS SHALL BE INSULATED OR COVERED. 45.4.7 DISPOSALS: IF A GARBAGE DISPOSAL HAS A REMOTE SWITCH, IT SHALL BE LOCATED ON THE FRONT FACE (APRON) OF THE COUNTER LOCATED TO THE LEFT OR RIGHT OF THE SINK BUT NOT IN FRONT OF THE SINK. 45.4.8 SINK HARDWARE: FAUCETS SHALL BE OPERATED BY A SINGLE LEVER. A SPRAY HOSE SHALL BE PROVIDED OR A KNOCKOUT PROVIDED ON THE SINK FOR THE FUTURE INSTALLATION OF A SPRAY HOSE. 45.5 COOKTOPS: STANDARD RANGES SHALL NOT BE THE ONLY COOKING SURFACE. COOKTOPS SHALL BE PROVIDED AND SHALL COMPLY WITH THE FOLLOWING: 45.5.1 BASE CABINETS: IF A BASE CABINET IS PROVIDED UNDER THE COOKTOP, IT SHALL BE REMOVABLE TO PROVIDE KNEESPACE THAT COMPLIES WITH 521 CMR 45.5.2 AND 45.5.3 45.5.2 KNEESPACE: A CLEAR KNEESPACE SHALL BE PROVIDED OR BE CAPABLE OF BEING RELOCATED VERTICALLY IN THE FUTURE, WITHOUT STRUCTURAL CHANGE TO THE WALLS OF THE KITCHEN. 45.5.3 HEIGHT: THE COOKTOP SHALL BE CAPABLE OF BEING RELOCATED VERTICALLY IN THE FUTURE, WITHOUT STRUCTURAL CHANGE TO THE WALLS OF THE KITCHEN. 45.5.4 COUNTERTOP: A COUNTER SPACE AT LEAST 15 INCHES (15" = 381MM) WIDE SHALL BE PROVIDED ON ONE SIDE OF THE COOKTOP, AT THE SAME HEIGHT AS THE COOKTOP. THIS MAY OVERLAP WITH ONE OF THE 15 INCH (15" = 381MM) SPACES REQUIRED IN 521 CMR 45.4.4 45.5.5 CONTROLS: COOKTOP CONTROLS SHALL BE LOCATED AT THE FRONT OR SIDE OF THE APPLIANCE. EXHAUST HOOD: IF THE CONTROLS FOR A HOOD ARE LOCATED HIGHER THAN 54 INCHES (54" = 1372MM) ABOVE THE FLOOR, A SWITCH SHALL BE PROVIDED AT THE FRONT FACE (APRON) OF COUNTER. 45.6 OVENS : ALL MICROWAVE OVENS, IF BUILT-IN, AND AT LEAST ONE CONVENTIONAL OVEN SHALL COMPLY WITH THE FOLLOWING: 45.6.1 HEIGHT: THE FLOOR OF THE OVEN SHALL BE 30 INCHES (30" = 762MM) ABOVE THE FLOOR. 45.6.2 OVEN TYPE: THE OVEN SHALL BE SELF-CLEANING OR CONTINUOUS CLEANING. 45.6.3 CONTROL LOCATION: OVEN CONTROLS SHALL BE LOCATED WITHIN THE ZONE OF REACH AS DEFINED BY 521 CMR. 45.6.4 WHERE A BOTTOM-HINGED OVEN DOOR IS PROVIDED, A RETRACTABLE "BREAD BOARD" TYPE SHELF SHALL BE PROVIDED IN THE COUNTER IMMEDIATELY ADJACENT TO THE OVEN DOOR. WHERE A SIDE-HINGED OVEN IS PROVIDED, THE RETRACTABLE "BREAD BOARD" TYPE SHELF SHALL BE PROVIDED DIRECTLY UNDER THE OVEN. 45.7 WALL CABINETS: WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING WALL CABINETS SO THAT THE INSIDE BOTTOM SURFACE OF THE CABINET IS CAPABLE OF BEING LOCATED BETWEEN 42 INCHES (42" = 1067MM) AND 54 INCHES (54" = 1372MM) ABOVE THE FLOOR. 45.8 BASE CABINETS SHALL COMPLY WITH THE FOLLOWING: 45.8.1 EACH CABINET SHALL BE CAPABLE OF BEING REMOVED TO PROVIDE CLEAR KNEESPACE FOR PERSONS USING WHEELCHAIRS. 45.8.2 CORNERS: CABINETS LOCATED AT THE INSIDE CORNER OF AN L-SHAPED COUNTER SHALL HAVE OR BE CAPABLE OF PROVIDING A BUILT-IN LAZY SUSAN. 45.8.3 DRAWERS: AT LEAST ON BASE CABINET SHALL PROVIDE A DRAWER OR DRAWERS. 45.9 CABINET HARDWARE SHALL COMPLY WITH THE FOLLOWING: 45.9.1 TYPE: OPENING DEVICES SHALL NOT REQUIRE TWISTING, PINCHING OR GRASPING TO OPERATE. 45.9.2 LOCATION: CABINET OPENING DEVICES SHALL BE LOCATED AT THE TOPS OF BASE CABINET DOORS AND AT THE BOTTOM OF WALL CABINET DOORS. 45.10 REFRIGERATORS: WHEN THE REFRIGERATOR IS PROVIDED WITH THE UNIT, IT MAY BE COMBINATION REFRIGERATOR-FREEZERS WITH TWO DOORS SIDE BY SIDE, OR MAY BE TWO DOOR FREEZER-ABOVE-THE-REFRIGERATOR UNITS, PROVIDED THE FLOOR OF SUCH FREEZER IS NO HIGHER THAN 44 INCHES (44" = 1118MM) ABOVE THE FLOOR, AND SHALL BE SELF-DEFROSTING. 45.10.1 LOCATION: THE REFRIGERATOR SHALL BE LOCATED SO THAT ITS DOORS ARE CAPABLE OF BEING OPENED 180 DEGREES AND SO THAT IT MEETS THE MINIMUM CLEAR FLOOR SPACE AND ZONE OF REACH REQUIREMENTS IN 521 CMR 6.3, WHEELCHAIR TURNING SPACE, 521 CMR 6.5, FORWARD REACH AND 521 CMR 6.6, SIDE REACH. 45.10.2 COUNTER SPACE: A COUNTER SPACE AT LEAST 15 INCHES (15" = 381MM) WIDE SHALL BE PROVIDED ON ONE SIDE OF THE REFRIGERATOR. THIS MAY OVERLAP WITH ONE OF THE 15 INCH SPACES (15" = 381MM) REQUIRED IN 521 CMR 45.4.4 OR 45.5.4. 1.5" - 1.25"1.5" GRAB BARS FIG. 30(f) NOTES: 30.8 GRAB BARS 30.8.3 THICKNESS. GRAB BARS SHALL BE BETWEEN 1-1/4" INCHES AND 1-1/2" (1-1/4" TO 1 1/2" = 32MM TO 38MM) IN OUTSIDE DIAMETER, HAVE A 1-1/2 INCH )1-1/2" = 38MM) CLEARANCE BETWEEN THE BAR AND THE WALL. 30.8.4 MATERIAL. GRAB BARS SHALL ALSO BE NON-RUSTING AND ACID-ETCHED OR ROUGHENED. GRAB BARS SHALL COMPLY WITH STRUCTURAL STRENGTH DEFINED IN 521 CMR 5.00, DEFINITIONS. STRUCTURAL STRENGTH: STRUCTURAL STRENGTH OF GRAB BARS, SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL BE AS FOLLOWS: a. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBS. SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. b. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBS. SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. IF THE CONNECTION BETWEEN THE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER SUPPORTS IS CONSIDERED TO BE FULLY RESTRAINED, THEN THE DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. c. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBS. SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. d. TENSILE FORCE INDUCED IN A FASTENER BY DIRECT TENSION FORCE OF 250 LBS. PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBS. SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. e. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 30.8.5 DISPENSERS OR OTHER DEVICES SHALL NOT BE MOUNTED ABOVE THE GRAB BARS. MAX. 24" 32" min.2' MAX.36"60" min. 60"60"60" 36"36"30"30"30"48"48"48"48" MAX.15" MIN.48"30"48"YX Z 48"48" Z X 30"30" MAX 10"48"54"MIN9"MAX. 10"30"30"64"34"NOTES: 6.1 WHEELCHAIR PASSAGE WIDTH THE MINIMUM CLEAR WIDTH FOR SINGLE WHEEL CHAIR PASSAGE SHALL BE 36 INCHES (36" = 914MM) EXCEPT FOR A REDUCTION TO 32 INCHES (32" = 813MM) AND THAT REDUCTION SHALL NOT EXCEED A LINEAL DISTANCE OF 24 INCHES (24" = 610MM). SEE FIG. 6a. 6.3 WHEELCHAIR TURNING SPACE THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180_DEGREE TURN IS A CLEAR SPACE OF 60 INCHES (60" = 1524MM) DIAMETER (SEE FIG. 6c) OR A T-SHAPED SPACE. SEE FIG. 6d. 6.4.1 SIZE AND APPROACH: THE MINIMUM CLEAR FLOOR SPACE OR GROUND FLOOR SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30 INCHES BY 48 INCHES (30" X 48" = 762MM X 1219MM) (SEE FIG. 6e). THE MINIMUM CLEAR FLOOR SPACE OR GROUND FLOOR SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT (SEE FIG. 6f AND 6g). CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER OBJECTS. 6.4.2 RELATIONSHIP OF MANEUVERING CLEARANCE TO WHEELCHAIR SPACES: ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED AS SHOWN IN FIG. 6h AND 6j. 6.4.3 SURFACES FOR WHEELCHAIR SPACES: CLEAR FLOOR SPACE FOR WHEELCHAIRS SHALL COMPLY WITH 521 CMR 29, FLOOR SURFACES. 6.5 FORWARD REACH. IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48 INCHES (48" = 1219MM) (SEE FIG. 6k). THE MINIMUM LOW FORWARD REACH IS 15 INCHES (15" = 381MM). IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, REACH AND CLEARANCES SHALL BE AS SHOWN IN FIG. 6i. 6.6 SIDE REACH. IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE 54 INCHES (54" = 1372MM) AND THE LOW SIDE REACH SHALL BE NO LESS THAN NINE INCHES (9" = 229MM) ABOVE THE FLOOR (SEE FIG. 6m). IF THE SIDE REACH IS OVER AN OBSTRUCTION, THE REACH AND CLEARANCES SHALL BE AS SHOWN IN FIG. 6n. 39 CONTROLS AND OPERATING MECHANISMS 39.1 GENERAL. CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL BE ACCESSIBLE AND SHALL COMPLY WITH 521 CMR 39. FOR EXAMPLE: LIGHT SWITCHES AND DISPENSER CONTROLS SHALL BE ACCESSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF 521 CMR 39. 39.2 CLEAR FLOOR SPACE. CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR A PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. 39.3 HEIGHT. THE HIGHEST OPERABLE PART OF CONTROLS, DISPENSERS, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN 521 CMR 6.5, FORWARD REACH AND 521 CMR 6.6, SIDE REACH 39.3.1 ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED BETWEEN 15 INCHES (15" = 381 MM) AND 48 INCHES (48" = 1219 MM) ABOVE THE FLOOR, MEASURED AT THE CENTERLINE OF THE LOWEST RECEPTACLE. EXCEPTION: THESE REQUIREMENTS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 39.4 LOCATION. ALL SUCH CONTROLS SHALL BE LOCATED AT LEAST 18 INCHES (18" = 457MM) FROM THE INTERIOR CORNER. 39.5 OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB. CLEAR WIDTH TWO WHEELCHAIRS PASSING 60" TURNING CIRCLE T-TURN CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH HIGH FORWARD REACH LIMIT MAXIMUM FORWARD REACH OVER AN OBSTRUCTION HIGH AND LOW SIDE REACH LIMIT MAXIMUM SIDE REACH OVER OBSTRUCTION FIG. 6 (a) FIG. 6 (b) FIG. 6 (c) FIG. 6 (d) FIG. 6 (e) FIG. 6 (f) FIG. 6 (g) FIG. 6 (k) FIG. 6 (i) FIG. 6 (m) FIG. 6 (n) NOTE: X SHALL BE < OR = 25 IN. (635 MM) Z SHALL BE > X. WHEN X < 20 IN. (510 MM), THEN Y SHALL BE 48 IN. (1220 MM) MAXIMUM. WHEN X IS 20 TO 25 IN.(510 TO 635 MM), THEN Y SHALL BE 44 IN. (1120 MM) MAXIMUM. (a) Clear Floor Space Parallel Approach (b) Hiw and Low Side Reach Limits for Group 2B42" Max60" Max. For Group 1& 2AVISITOR IDENTIFICATION FIG. 9(a) NOTES: 9.5.1 DOORWAYS: ALL DOORWAYS AND ALL OPENINGS THAT ALLOW PASSAGE IN A GROUP 2 UNIT MUST COMPLY WITH 521 CMR 26.2, DOUBLE LEAF DOORWAYS THROUGH 521 CMR 26.11, DOOR HARDWARE. ALL DOORWAYS AND ALL OPENINGS THAT ALLOW PASSAGE IN GROUP 1 UNITS SHALL BE CAPABLE OF COMPLYING, WITHOUT STRUCTURAL CHANGE, WITH 521 CMR 26.2, DOUBLE LEAF DOORWAYS, THROUGH 521 CMR 26.11 DOOR HARDWARE. FOR DOOR TYPES SUCH AS BIFOLD, POCKET, AND ACCORDION DOORS, THE CLEAR OPENING IS MEASURED WHEN THE DOOR IS IN ITS MOST FULLY OPEN POSITION. SEE FIG. 26B AND 26C. FOR GROUP 1 UNITS, ONLY THE COMMON AREA AND APARTMENT ENTRANCE DOOR HARDWARE ARE REQUIRED TO COMPLY WITH 521 CMR 26.11, DOOR HARDWARE. 9.5.2 EVERY ENTRY DOOR TO EACH DWELLING UNIT SHALL HAVE A MEANS BY WHICH THE RESIDENT CAN VISUALLY IDENTIFY A VISITOR BEFORE OPENING THE DOOR. THIS MAY BE ACHIEVED BY ANY OF THE FOLLOWING MEANS: a. IN GROUP 1 AND 2A UNITS, A PEEPHOLE MOUNTED 60 INCHES (60" = 1524MM) ABOVE THE FLOOR, A VISION PANEL IN THE DOOR WITH ITS BOTTOM EDGE NO HIGHER THAN 60 INCHES (60"= 1524MM) ABOVE THE FLOOR, OR A SIDELIGHT WITH ITS BOTTOM EDGE NO HIGHER THAN 60 INCHES (60" = 1524MM) ABOVE THE FLOOR, SHALL BE PROVIDED. b. IN GROUP 2B UNITS, AN ADDITIONAL PEEPHOLE MOUNTED AT 42 INCHES (42"= 1067MM) ABOVE THE FLOOR; A VISION PANEL IN THE DOOR WITH ITS BOTTOM EDGE NO HIGHER THAN 42 INCHES (42" = 1067MM) ABOVE THE FLOOR; OR A SIDELIGHT WITH ITS BOTTOM EDGE NO HIGHER THAN 42 INCHES (42" = 1067MM) ABOVE THE FLOOR. SEE FIG. 9a. 9.5.6 OUTLETS: ELECTRICAL OUTLETS, TELEPHONE OUTLETS, CABLE TV JACKS, AND OTHER WALL OUTLETS SHALL BE LOCATED BETWEEN 15 INCHES (15" = 381MM) AND 48 INCHES (48" = 1219MM) ABOVE THE FLOOR, MEASURED AT THE CENTERLINE OF THE LOWEST RECEPTACLE. ALL OUTLETS SHALL BE LOCATED NO LESS THAN 18 INCHES (18" = 457MM) FROM INTERIOR CORNERS. THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD HAS PUBLISHED AN ADVISORY OPINION THAT IT IS NOT ENFORCING THE “18”FROM AN INTERIOR CORNER”REQUIREMENT AT UNIT ENTRANCE DOORS. WHEN OUTLETS ARE LOCATED ON WALLS ABOVE COUNTERS OR OTHER FIXTURES THAT ARE 22 INCHES (22" = 559MM) OR GREATER IN DEPTH, THEY SHALL BE NO HIGHER THAN 44 INCHES (44" = 1118MM). IN GROUP 1 AND 2 UNITS, AT LEAST ONE ELECTRICAL OUTLET MUST BE PROVIDED ON THE SAME WALL AS THE TELEPHONE OUTLET AND THE DOOR CHIME. WHEREVER EXTERIOR DECKS, PATIOS, AND BALCONIES ARE PROVIDED, AN EXTERIOR ELECTRICAL OUTLET SHALL ALSO BE PROVIDED. IN GROUP 2B UNITS, ALL TELEPHONE OUTLETS MUST HAVE AN ELECTRICAL OUTLET LOCATED WITHIN 12 INCHES (12" = 305MM) FOR INSTALLATION OF A TTY. 9.5.8 CLOSETS/PANTRIES AND LINEN CLOSETS: SHALL COMPLY WITH THE FOLLOWING: a. CLOSET SHELVES/POLES: CLOSET WALLS SHALL BE STRUCTURALLY CAPABLE OF SUPPORTING THE INSTALLATION OF SHELVES AND POLES WHICH ARE RELOCATABLE FROM 42 INCHES TO 72 INCHES (42" TO 72" = 1067MM TO 1829MM) TO THE TOP OF SHELF OR POLE WHICHEVER IS HIGHER. b. CLOSET DEPTH: WHERE THE INTERIOR DEPTH OF THE CLOSET EXCEEDS 24 INCHES (24" =610MM), THE DOORWAY MUST COMPLY WITH 521 CMR 26.5, WIDTH SO THAT A DISABLED PERSON CAN ENTER THE CLOSET. THE BOTTOM TRACK OF THE CLOSET DOOR MUST ALSO BE RECESSED WITH NO MORE THAN ¼ OF AN INCH (¼" = 6MM) CHANGE IN FINISH MATERIAL. FOR GROUP 2 UNITS, WHEN THE INTERIOR DEPTH OF THE CLOSET IS 24 INCHES (24" = 610MM) OR LESS, IT SHALL BE OPEN TO THE ROOM TO PERMIT A PERSON WITH A DISABILITY TO REACH ALL PARTS OF THE CLOSET. SEE FIG. 9b. foothead back shower head back wall end wall48" min6" max.6" max.48" min6" max.48" min48" min36" min 6" max.6" max.48" min6" max.48" min36" min 36" min min 15" min 18"min18"33" minNOTES: 42.2 CLEAR FLOOR SPACE: SHALL BE AS DEFINED IN 521 CMR 6.4, CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS. CLEAR FLOOR SPACE SHALL BE AVAILABLE AT EACH FIXTURE AS SHOWN BELOW TO ENABLE USERS TO REACH FIXTURE CONTROLS AND TO TRANSFER OUT OF A WHEELCHAIR. WHEN A BATHROOM IS ADAPTED, THE CLEAR FLOOR SPACE MUST BE ABLE TO BE MADE FREE OF OBSTRUCTIONS, OTHER THAN THOSE SHOWN IN THE DIAGRAM. THE CLEAR FLOOR SPACE FOR ONE FIXTURE MAY OVERLAP THE CLEAR FLOOR SPACE FOR OTHER FIXTURES. THE CLEAR FLOOR SPACE FOR THE TUB OR THE WATER CLOSET IS MEASURED FROM THE CLOSEST EDGE OF THAT FIXTURE. THE CLEAR FLOOR SPACE FOR THE SINK MAY EXTEND A MAXIMUM OF 19 INCHES (19" = 483MM) UNDER THE SINK. WING WALLS MAY NOT INTRUDE ON THE MINIMUM CLEAR FLOOR SPACE. 42.3 MANEUVERING SPACE: SHALL BE AVAILABLE SO THAT, AT A MINIMUM, A PERSON USING A WHEELCHAIR CAN ENTER, CLOSE THE DOOR, USE EACH OF THE FIXTURES, REOPEN THE DOOR, AND EXIT. SEE FIG. 42a AND 42b. 42.5.2 WATER CLOSETS LOCATION: a. WHEN A WATER CLOSET IS LOCATED BETWEEN A WALL AND A FIXTURE, ITS CENTERLINE SHALL BE 18 INCHES (18"= 457MM)FROM THE WALL. IF THE CLEAR FLOOR SPACE IS PROVIDED IN FRONT OF THE WATER CLOSET, THE CENTERLINE OF THE WATER CLOSET SHALL BE A MINIMUM OF 15 INCHES (15" = 381MM) FROM THE CLOSEST EDGE OF THE FIXTURE. SEE FIG. 42c. 42.5.3 WALL REINFORCEMENT: WALLS ADJACENT TO AND BEHIND THE WATER CLOSET SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 32 TO 38 INCHES (32" TO 38" = 813MM TO 965MM) ABOVE THE FLOOR. THE BACK WALL SHALL HAVE REINFORCEMENT FROM THE INTERIOR CORNER TO A DISTANCE OF SIX INCHES (6" = 152MM) BEYOND THE WIDEST PART OF THE WATER CLOSET. THE SIDE WALL SHALL HAVE REINFORCEMENT FROM THE INTERIOR CORNER TO A DISTANCE OF SIX INCHES (6" = 152MM) BEYOND THE FRONT EDGE OF THE WATER CLOSET, UNLESS INTERRUPTED BY A DOOR OR OTHER FIXTURE, THEN THE REINFORCEMENT SHALL BE INSTALLED AS FAR AS POSSIBLE. WHEN THE WATER CLOSET IS LOCATED BETWEEN TWO FIXTURES, THE WALL REINFORCEMENT BEHIND THE WATER CLOSET SHALL BE EXTEND AT LEAST SIX INCHES (6" = 152MM) BEYOND THE WIDEST PART OF THE WATER CLOSET. 42.6.1 VANITY CABINETS:IF A CABINET IS PROVIDED UNDER A SINK, IT SHALL BE CAPABLE OF BEING REMOVED WITHOUT STRUCTURAL CHANGE 42.6.2 KNEE SPACE WIDTH:THE SINK SHALL HAVE OR BE CAPABLE OF HAVING A KNEE SPACE OF 30 INCHES (30" = 762MM) IN WIDTH. 42.6.3 KNEE SPACE DEPTH:THE FRONT EDGE OF THE SINK FIXTURE, OR THE COUNTERTOP IN WHICH A SINK IS LOCATED, SHALL BE A MINIMUM OF 19 INCHES (19" = 482MM) FROM THE BACK WALL OR SHALL BE CAPABLE OF BEING RELOCATED TO CREATE A SPACE OF THAT DEPTH UNDER THE SINK. 42.6.4 HEIGHT: THE SINK SHALL BE CAPABLE OF BEING RELOCATED WITHOUT STRUCTURAL CHANGE. 42.6.5 CLEAR FLOOR SPACE: SHALL BE PROVIDED AT THE SINK, AS DEFINED IN 521 CMR 42.2, CLEAR FLOOR SPACE AND SHALL BE PERPENDICULAR TO THE FACE OF THE SINK AND MAY EXTEND UNDER THE SINK. SEE FIG. 42d 42.7.1 BATHTUBS SHALL COMPLY WITH THE FOLLOWING: a. SIZE: BATHTUBS SHALL BE AT LEAST A NOMINAL 60 INCHES(60"= 1524MM) LONG b. CLEAR FLOOR SPACE: AT THE BATHTUB, AS DEFINED IN 521 CMR 42.2, CLEAR FLOOR SPACE SHALL BE PARALLEL TO THE FACE OF THE TUB. c. WALL REINFORCEMENT: ALL TUB WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM SIX INCHES (6" = 152MM) ABOVE THE TUB RIM TO A HEIGHT OF 48 INCHES (48" = 1219MM) ABOVE THE TUB BOTTOM AND SHALL EXTEND THE LENGTH AND WIDTH OF THE TUB. d. DOOR ENCLOSURE: TRACKS FOR SLIDING DOORS OR ENCLOSURES MOUNTED ON THE RIM OF A BATHTUB MUST BE CAPABLE OF REMOVAL TO PROVIDE A SMOOTH TUB RIM FOR TRANSFER.30"X48"CLEAR FLOORSPACE30"X48"CLEAR FLOORSPACE30"X48"CLEAR FLOORSPACE30"X48" CLEAR FLOOR SPACE 30"X48" CLEAR FLOOR SPACE30"X48"CLEAR FLOORSPACE30"X48" CLEAR FLOOR SPACE 30"X48" CLEAR FLOOR SPACE 30" min 30" min lav. lav.lav. Toilet between Fixtures Toilet between Wall and Fixture Note: the hatched areas are reinforced to receive grab bars Note: the hatched areas are reinforced to receive grab bars LOCATION OF WALL BLOCKING AND CONTROLS AT GROUP 1 BATHTUBS LOCATION OF WALL BLOCKING AND CONTROLS AT GROUP 1 SHOWERS TOILET LOCATION MANEUVERING SPACE TOILET LOCATIONS15"min19" 60" Wall - Hung Sink Countertop Sink SINKS FIG. 42(d)FIG. 42(a) FIG. 42(b) FIG. 42(c) min 18" min 15" 33" min min 18" min 15" 33" min44" MAXSIDE BY SIDE 19"17"48"30"30"X48"CLEAR FLOORSPACEFREEZER OVER REFRIGERATOR CLEAR FLOOR SPACE REFRIGERATORS FIG. 30 (g) FIG. 32 (c) KITCHEN FIG. 32 (b) NOTES: 32.7 SINK 32.7.1 CLEAR FLOOR SPACE, COMPLYING WITH 521 CMR 6.3, WHEELCHAIR TURNING SPACE SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW FORWARD APPROACH. SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAX. OF 19 INCHES UNDERNEATH THE SINK. SEE FIG. 30g. 32.7.3 SINK DEPTH . SHALL NOT EXCEED EIGHT INCHES. 32.7.6 GARBAGE DISPOSALS, WHEN PROVIDED, SHALL BE CONTROLLED BY SWITCHES UNDER THE COUNTER AT THE FRONT 32.8 COOKING UNITS. SHALL COMPLY THE FOLLOWING: SEE FIG 32b 32.8.3 OVEN SHALL BE AT THE WALL-OVEN TYPE, SET AT A HEIGHT SUCH THAT BOTTOMS OF DOORS ARE 30 INCHES ABOVE THE FLOOR 32.8.4 BOTTOM -HINGED OVENS SHALL PROVIDE RETRACTABLE 'BREAD BOARD' TYPE SHELF CONCEALED IN THE COUNTER, ADJACENT TO THE OVEN DOOR. IF SIDE-HINGED, THE 'BREAD BOARD" TYPE SHALL BE LOCATED UNDER THE OVEN. 32.9 REFRIGERATORS MAY BE COMBINATION REFRIGERATOR-FREEZERS WITH TWO DOORS SIDE BY SIDE, OR MAY BE TWO DOOR FREEZER- ABOVE-THE-REFRIGERATOR UNITS, PROVIDED THE BOTTOM OF SUCH FREEZER OF REFRIGERATOR IN NO HIGHER THAN 44 INCHES ABOVE THE FLOOR. SEE FIG. 32c © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/8" = 1'-0" 3/17/2026 9:35:39 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.4.3 521 CMR Sheet 2 ARCHITECTURAL ACCESS BOARD 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026521 CMR: ARCHITECTURAL ACCESS BOARD DOORWAY REQUIREMENTS GROUP 2 -REQUIRED AT CONSTRUCTION GROUP 1 OR 2 -ADDITIONAL REQUIREMENTSGRAB BAR REQUIREMENTS WHEELCHAIR REACH REQUIREMENTS GROUP 1 or 2 -REQUIRED AT CONSTRUCTION (GROUP 1)(GROUP 1) (GROUP 1) (GROUP 1)A 01/26/2026 PERMIT REVISIONS ALL UNITS5' - 0" MAX.PEEP HOLE (INSTALL 2 AT G2 UNITS) A B EQ EQ C D ENOTE: DOOR IN OPEN POSITION SHALL YIELD A MIN. 32" CLEAR OPENING F GHEIGHTSCHEDULED WIDTH SCHEDULED HEIGHTSCHEDULEDWIDTH SCHEDULED H T.O. CONC. T.O. DECK T T(G2 UNITS ONLY)3' - 6"T.O. CONC. T.O. DECK T.O. CONC. T.O. DECK HEIGHTSCHEDULEDHEIGHTSCHEDULEDWIDTH SCHEDULED WIDTH SCHEDULED HEIGHTSCHEDULEDWIDTH SCHEDULED HEIGHTSCHEDULEDHEIGHTSCHEDULEDWIDTH SCHEDULED4"6"25"A.F.F.3' - 6" MAX.HIGH STRENGTH OR LAMINATED GLASS VISION PANEL, NO WIRE AT VISION PANEL WIDTH SCHEDULED HEIGHTSCHEDULED© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/8" = 1'-0" 3/17/2026 9:35:49 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.5.1 DOOR SCHEDULES 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026GENERAL NOTES 1. BARRIER FREE THRESHOLD AT ALL APARTMENT ENTRY DOORS AND COMMON/PUBLIC SPACE DOORS. 2. REFER TO HARDWARE NOTES FOR HARDWARE SCHEDULE. 3. ALL 20, 45, 60 & 90 MIN. RATED DOOR ASSEMBLIES SHALL BE EQUIPPED WITH AN APPROVED CLOSER WHERE REQUIRED. 4. ALL EXTERIOR DOORS SHALL HAVE ALUMINUM THRESHOLDS. 5. FOR DOORS THAT ARE ON AUTOMATIC CLOSING BY SMOKE DETECTION, THERE SHALL NOT BE MORE THAN A 10-SECOND DELAY BEFORE THE DOOR STARTS TO CLOSE AFTER THE SMOKE DETECTOR IS ACTUATED. 6. ALL GLAZING TO MEET STATE, LOCAL & FEDERAL CODES AND SHALL BE TEMPERED. 7. PROVIDE NON-REMOVABLE PINS AND HINGES ON ALL OUT SWINGING DOORS. 8. COORDINATE LOCATION AND TYPE OF ACCESS CONTROL SYSTEM WITH OWNER AND/OR ACCESS CONTROL CONSULTANT. 9. ACCESS CONTROLLED EGRESS DOORS SHALL COMPLY WITH 2021 IBC SEC. 1008.1.9.8 & 1008.1.9.9. 10. THE FOLLOWING PRESCRIBED MAXIMUM FORCES APPLIED TO THE LATCH SIDE SHALL PERFORM THEIR RESPECTIVE FUNCTIONS: a. A 15 LB. FORCE SHALL RELEASE A LATCH b. A 50 LB. FORCE SHALL SET A DOOR IN MOTION c. A 5 LB. FORCE FOR INTERIOR DOORS SHALL SWING DOOR FULLY OPEN. d. A 8.5 LB. FORCE FOR EXTERIOR DOORS SHALL SWING DOOR FULLY OPEN. 12. FIRE DOORS ARE CLASSIFIED AS: a. 2 HOUR - CLASS A b. 1 1/2 HOUR - CLASS B c. 1 HOUR - CLASS B d. 3/4 HOUR - CLASS C e. 20 MINUTE - NO CLASS DESIGNATION 13. REFER TO HARDWARE SCHEDULE FOR HARDWARE INFORMATION. 14. DOOR ROUGH OPENING (R.O.) HEADER HEIGHT MEASURED FROM TOP OF CONCRETE OR DECKING. 15. ALL GLAZING IN A FIRE RATED DOOR SYSTEM IS TO HAVE A RATING TO MATCH THAT OF THE DOOR SYSTEM. 16. PROVIDE A LEVEL LANDING AT EACH SIDE OF EGRESS AND PUBLIC DOORS WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION AT EXTERIOR LOCATIONS. 17. EXIT DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE 18. MAIN FRONT EXIT DOORS REQUIRING THE USE OF A KEY, UNDER IFC 1008.1.8.3, SHALL HAVE A SIGN READILY VISIBLE THAT READS "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IN ONE INCH LETTERS CONTRASTING BACKGROUND. RESIDENTIAL BUILDING DOOR SCHEDULE MARK TYPE LOCATION WIDTH HEIGHT THICKNESS FIRE RATING DOOR MATERIAL DOOR FINISH GLAZING OR PANELS FRAME MATERIAL FRAME FINISH HARDWARE NOTES REMARKS 1100 G STAIR A 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 1101 F IDF 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 1102 F ELEV. CLOSET 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #42 1103 F T.S. 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 1104 F T.S. 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 1105 F ECR 3' - 6" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT METAL HW #51 1106 F T.S. 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 1107 H RISER (2) 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #42 1108 G STAIR B 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 1200 G STAIR A 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 1201 F MECHANICAL 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 1202 G STAIR 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 1300 G STAIR 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 1301 F MECHANICAL 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 1302 G STAIR B 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 1400 G STAIR A 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 1401 F BDA 3' - 6" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 1402 G STAIR B 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 1501 F ATTIC ACCESS 3' - 0" 6' - 8" 0' - 1 3/4" NR H. METAL PAINT FLUSH METAL PAINT HW #31 2100 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 2101 F IDF 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 2102 F ECR 3' - 6" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT METAL HW #42 2103 H RISER (2) 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #42 2104 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 2105 B T.S. 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT METAL HW #42 2200 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 2201 F T.S. 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 2202 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 2300 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 2301 F IDF 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 2302 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 2400 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 2401 F T.S. 3' - 6" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 2402 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 2501 F ATTIC ACCESS 3' - 0" 6' - 8" 0' - 1 3/4" NR H. METAL PAINT FLUSH METAL PAINT HW #31 3100 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 3101 F IDF 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 3102 F ELEV. CLOSET 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #42 3103 F T.S. 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 3104 F T.S. 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 3105 F ECR 3' - 6" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT METAL HW #51 3106 F T.S. 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 3107 H RISER (2) 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #42 3108 G STAIR 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 3200 G STAIR 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 3201 F MECHANICAL 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 3202 G STAIR 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 3300 G STAIR 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 3301 F IDF 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 3302 G STAIR 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 3400 G STAIR 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 3401 F MECHANICAL 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 3402 G STAIR 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 3501 F ATTIC ACCESS 3' - 0" 6' - 8" 0' - 1 3/4" NR H. METAL PAINT FLUSH METAL PAINT HW #31 3514 B ELEV. CLOSET 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT METAL HW #42 3515 B ELEV. CLOSET 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT METAL HW #42 3516 B ELEV. CLOSET 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT METAL HW #42 4100 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 4101 F IDF 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 4102 F ELEV. CLOSET 3' - 6" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT METAL HW #42 4103 H RISER (2) 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #42 4104 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 4105 F T.S. 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT 4200 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 4201 F MECHANICAL 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 4202 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 4300 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 4301 F IDF 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 4302 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 4400 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 4401 F MECHANICAL 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 4402 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 4501 F ATTIC ACCESS 3' - 0" 6' - 8" 0' - 1 3/4" NR H. METAL PAINT FLUSH METAL PAINT HW #31 5100 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 5101 F IDF 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 5102 F ELEV. CLOSET 3' - 6" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT METAL HW #42 5103 H RISER (2) 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #42 5104 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 5105 F T.S. 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT 5200 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 5201 F MECHANICAL 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 5202 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 5300 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 5301 F IDF 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 5302 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 5400 G STAIR C 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 5401 F MECHANICAL 3' - 0" 6' - 8" 0' - 1 3/4" 45 MIN H. METAL PAINT FLUSH METAL PAINT HW #51 5402 G STAIR D 3' - 0" 6' - 8" 0' - 1 3/4" 90 MIN H. METAL PAINT FLUSH W/ VISION PANEL METAL PAINT HW #50 5501 F ATTIC ACCESS 3' - 0" 6' - 8" 0' - 1 3/4" NR H. METAL PAINT FLUSH METAL PAINT HW #31 INTERIOR UNIT DOOR SCHEDULE MARK TYPE LOCATION WIDTH HEIGHT THICKNESS FIRE RATING DOOR MATERIAL DOOR FINISH GLAZING OR PANELS FRAME MATERIAL FRAME FINISH HARDWARE NOTES REMARKS U1 A UNIT ENTRY 3' - 0" 6' - 8" 0' - 1 3/4" 20 MIN SOLID CORE WOOD PAINT 2 PANEL SPLIT METAL NOT PAINTED <varies> U2 B BEDROOM/BATHROOM/CLOSET (G2) 3' - 0" 6' - 8" 0' - 1 3/8" NR H.C. WOOD PAINT 2 PANEL WOOD NOT PAINTED <varies>PROVIDE 1.5" UNDERCUT AT BEDROOM DOORS U3 B BEDROOM/BATHROOM 2' - 10" 6' - 8" 0' - 1 3/8" NR H.C. WOOD PAINT 2 PANEL WOOD NOT PAINTED <varies> PROVIDE 1.5" UNDERCUT AT BEDROOM DOORS U4 B HVAC CLOSET/COAT/PANTRY 2' - 6" 6' - 8" 0' - 1 3/8"NR H.C. WOOD PAINT 2 PANEL WOOD NOT PAINTED U5 B CLOSET 2' - 0" 6' - 8" 0' - 1 3/8" NR H.C. WOOD PAINT 2 PANEL WOOD NOT PAINTED <varies> U6 C UTILITY/CLOSET (2) 2' - 6" 6' - 8" 0' - 1 3/8" NR H.C. WOOD PAINT 2 PANEL WOOD NOT PAINTED <varies> 10 X 20 GRILLE ABOVE DOOR U8 C CLOSET (2) 2' - 0" 6' - 8" 0' - 1 3/8" NR H.C. WOOD PAINT 2 PANEL WOOD NOT PAINTED <varies> SCALE: 3/8" = 1'-0"1 DOOR ELEVATIONS CLUB DOOR SCHEDULE MARK TYPE LOCATION WIDTH HEIGHT THICKNESS FIRE RATING DOOR MATERIAL DOOR FINISH GLAZING OR PANELS FRAME MATERIAL FRAME FINISH HARDWARE NOTES REMARKS EC1 F SPRINKLER RISER ROOM 3' - 0" 8' - 0" 0' - 1 3/4" NR H. METAL PAINT METAL HW #31 GARAGE DOOR SCHEDULE MARK TYPE LOCATION WIDTH HEIGHT THICKNESS FIRE RATING DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HARDWARE NOTES REMARKS G1 E TYP. GARAGE 9' - 0" <varies> NR MTL PAINT METAL OVERHEAD G2 E TYP. GARAGE - INSULATED 9' - 0" 7' - 4" NR MTL PAINT METAL OVERHEAD G3 E ACCESSIBLE GARAGE 16' - 0" 8' - 6" NR MTL PAINT METAL OVERHEAD G4 F MAINTENANCE 3' - 6" 6' - 8" 0' - 1 3/4" NR MTL PAINT METAL HW #32A - ACCESS CONTROL G5 F MAINTENANCE 3' - 6" 6' - 8" 0' - 1 3/4" NR MTL PAINT METAL HW #32 - ACCESS CONTROL G6 F POOL SUPPLY ROOM 3' - 0" 6' - 8" 0' - 1 3/4" NR H. METAL PAINT METAL HW #51 EXTERIOR UNIT DOOR SCHEDULE MARK TYPE LOCATION WIDTH HEIGHT THICKNESS FIRE RATING DOOR MATERIAL DOOR FINISH GLAZING OR PANELS FRAME MATERIAL FRAME FINISH REMARKS E1 D UNIT PATIO 6' - 0" 8' - 0" 0' - 1 3/4" NR VINYL PRE FINISHED GLASS VINYL PRE FINISHED EXTERIOR E2 D UNIT PATIO 6' - 4" 8' - 0" 0' - 1 3/4" NR VINYL PRE FINISHED GLASS VINYL PRE FINISHED EXTERIOR C6' - 0"EQ EQ 2' - 0"6' - 0" T.O. CONC. T.O. DECK 8' - 0"Ct6' - 0"EQ EQ 2' - 0"6' - 0"8' - 0"T T T T T.O. CONC. D2' - 6"6' - 0"E2' - 6"6' - 0"A 5' - 6"3' - 6"B FIXED FIXED FIXEDFIXED RE: ELEVATIONS8' - 0" 3' - 0" 4' - 0"3' - 0" FIXED VINYL WINDOW -2X2 MUNTINSFIXED VINYL WINDOW -2X2 MUNTINSFIXED VINYL WINDOW -2X3 MUNTINSFIXED VINYL WINDOW -2X3 MUNTINS 3' - 0"FIXED EQ EQ T.O. DECK 8' - 6"8' - 6"9' - 0"G5' - 6"3' - 6"FIXED FIXED VINYL WINDOW -2X2 MUNTINS9' - 0"4' - 0" FENESTRATION ENERGY VALUES FENESTRATION U-VALUE S.H.G.C. VINYL OPERABLE WINDOWS VINYL FIXED WINDOWS VINYL SLIDER DOORS STOREFRONT SYSTEMS 0.25 0.25 0.28 0.28 0.28 0.28 0.28 0.28 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:35:54 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.6.1 WINDOW SCHEDULE 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026GENERAL NOTES - WINDOWS 1. ALL GLAZING TO MEET STATE, LOCAL & FEDERAL CODES. 2. ALL GLAZING TO BE DOUBLE GLAZED (U.N.O.) 3. VERIFY ROUGH OPENING (R.O.) WITH WINDOW MANUFACTURER. WINDOW ROUGH OPENING (R.O.) HEADER HEIGHTS MEASURED FROM TOP OF DECK/CONCRETE. 4. SINCE THIS BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM, NO WINDOWS ARE REQUIRED TO SERVE AS AN EMERGENCY ESCAPE OR RESCUE. 5. PROVIDE SCREENS AT ALL OPERABLE SASHES. 6. EACH LITE OF SAFETY GLAZING MATERIAL SHALL BE IDENTIFIED BY A PERMANENT LABEL THAT SPECIFIES THE LABELER, AND THE STATES THAT SAFETY GLAZING MATERIAL HAS BEEN UTILIZED IN SUCH INSTANCES. 7. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABOVE THE FINISHED GRADE AND WHOSE LOWEST PART OF CLEAR OPENINGS IS BELOW 36" A.F.F. SHALL MEET/COMPLY WITH SECTION 1015.8 OF I.B.C. AND A.S.T.M. INDICATING COMPLIANCE DURING THE SUBMITTAL REVIEW PROCESS. 8. ALL WINDOWS AT STAIR ENCLOSURE SHALL BE SAFETY GLAZED WITH TEMPERED GLASS. 9. WINDOW FRAME COLOR IS PER OWNER SELECTION, REFER TO BUILDING ELEVATION LEGEND FOR SELECTED COLOR. PROVIDE TEMPERED GLAZING AT LOCATIONS AS INDICATEDT PROVIDE SPANDREL GLAZING SCALE: 3/8" = 1'-0"2 RESIDENTIAL BUILDING WINDOW ELEVATIONS SCALE: 3/8" = 1'-0"1 CLUBHOUSE WINDOW ELEVATIONS RESIDENTIAL BUILDING WINDOW SCHEDULE MARK WIDTH HEIGHT LITES DESCRIPTION REMARKS C 6' - 0" 6' - 0" 4 SINGLE HUNG, VINYL FRAMED DOUBLE GLAZED, MULLED UNIT Ct 6' - 0" 6' - 0" 4 FIXED, VINYL FRAME DOUBLE GLAZED, MULLED UNIT CLUBHOUSE WINDOW SCHEDULE MARK WIDTH HEIGHT LITES DESCRIPTION REMARKS A 3' - 0" 6' - 0" 6 FIXED VINYL WINDOW 2X3 MUNTINS B 4' - 0" 6' - 0" 6 FIXED VINYL WINDOW 2X3 MUNTINS D 3' - 0" 3' - 0" 4 FIXED VINYL WINDOW 2X2 MUNTINS, SPANDREL GLASS E 8' - 0" 3' - 6" 8 FIXED VINYL WINDOW 2X2 MUNTINS G 4' - 0" 3' - 6" 4 FIXED VINYL WINDOW 2X2 MUNTINS T TT S104 6' - 0" 2" 2' - 0"2"3' - 6" 2"2"5' - 10"2"1' - 10"2"2"8' - 0"8' - 2"S3 SC12"1' - 10"2"5' - 10"2"1' - 2"2"9' - 6"10"2"1' - 1 1/2"2"6' - 0"2"1' - 1 1/2"2" 8' - 11" T T TT T T T T T SD3 SD5 2"1' - 2"2"5' - 10"2"1' - 10"2"9' - 6"2"1' - 10"2"5' - 10"2"1' - 2"2"9' - 6"2"EQ.2"EQ.2"EQ.2"EQ.2"EQ.2" 21' - 1" T T T T T SC2 10"8' - 0"2"2"1' - 10"2"5' - 10"2"8' - 2"T T T 2" 1' - 0"2"3' - 0" 2" 4' - 6" SC3 SD1 SC4 10"2"1' - 2"2"8' - 0"9' - 6"2"1' - 2"2"5' - 10"2"1' - 10"2"2"3' - 0"2"4' - 4"2"4' - 4"2"4' - 4"2"4' - 4"2" 21' - 4" T T T T T SD2 T T T SC5 10"2"1' - 2"2"8' - 0"9' - 6"2"3' - 0"2"EQ.2"EQ.2"EQ.2" 15' - 8" T T T TT 2"1' - 2"2"5' - 10"2"1' - 10"2"9' - 6"SD4 T T 10"2"1' - 8"2"5' - 0"2"7' - 2"2" EQ.2"3' - 0"2"EQ. 2" 7' - 8 1/2" SG1 T T T T T 7' - 0"SG1 2"1' - 10"2"5' - 10"2"1' - 2"2"9' - 6"2"4' - 2 1/2"2"4' - 2 1/2"2" 8' - 11" T T SC6 10"SG2 T 7' - 0"2"7' - 2"2"2' - 8"2" 3' - 0" T T T 10"8' - 0"2"8' - 2"2"3' - 0"2"2' - 6"2" 6' - 0"2"1' - 10"2"5' - 10"2"S2 S105 S203 S102 S300 S103 S201 S303 T 2"3' - 6"2" 3' - 10"2"8' - 0"8' - 2"S101 S301 T 2"3' - 0"2" 3' - 4"8' - 0"2"8' - 2"8' - 2"6' - 0" TT T S305 S302 S100 S12"5' - 10"2"1' - 10"2"2"8' - 0"8' - 2"2"2' - 6"2"3' - 0"2" S200 6' - 0" 2"3' - 6"2"2' - 0"2"2"5' - 10"2"1' - 10"2"2"8' - 0"8' - 2"T T T S4 S202 S304 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/8" = 1'-0" 3/17/2026 9:36:02 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A2.7.1 STOREFRONT SCHEDULE 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026STOREFRONT DOOR SCHEDULE MARK LOCATION WIDTH HEIGHT MATERIAL FINISH HARDWARE NOTES REMARKS S100 STAIR A 3' - 0" 8' - 0" ALUMINUM HW #10 - ACCESS CONTROL S101 VEST. 3' - 0" 8' - 0" ALUMINUM HW #12 - ACCESS CONTROL S102 VEST. 3' - 0" 8' - 0" ALUMINUM HW #11 S103 VEST. 3' - 6" 8' - 0" ALUMINUM HW #12 - ACCESS CONTROL S104 VEST. 3' - 6" 8' - 0" ALUMINUM HW #11 S105 STAIR B 3' - 0" 8' - 0" ALUMINUM HW #10 - ACCESS CONTROL S200 STAIR C 3' - 0" 8' - 0" ALUMINUM HW #10 - ACCESS CONTROL S201 VEST. 3' - 6" 8' - 0" ALUMINUM HW #12 - ACCESS CONTROL S202 VEST. 3' - 6" 8' - 0" ALUMINUM HW #11 S203 STAIR D 3' - 0" 8' - 0" ALUMINUM HW #10 - ACCESS CONTROL S300 STAIR F 3' - 0" 8' - 0" ALUMINUM HW #10 - ACCESS CONTROL S301 VEST. 3' - 0" 8' - 0" ALUMINUM HW #12 - ACCESS CONTROL S302 VEST. 3' - 0" 8' - 0" ALUMINUM HW #11 S303 VEST. 3' - 6" 8' - 0" ALUMINUM HW #12 - ACCESS CONTROL S304 VEST. 3' - 6" 8' - 0" ALUMINUM HW #11 S305 STAIR E 3' - 0" 8' - 0" ALUMINUM HW #10 - ACCESS CONTROL SD1 HALL 3' - 0" 8' - 0" ALUMINUM RE: ID DWGS FOR FINISH HW #12 - ACCESS CONTROL ELECTRIFIED PANIC EXIT DEVICE SD2 COWORKING 3' - 0" 8' - 0" ALUMINUM HW #12 - ACCESS CONTROL ELECTRIFIED PANIC EXIT DEVICE SD3 ENTRY LOBBY 6' - 0" 8' - 0" ALUMINUM HW#2 - ACCESS CONTROL ELECTRIFIED PANIC EXIT DEVICE SD4 SCREENING 3' - 0" 8' - 0" ALUMINUM HW #12 - ACCESS CONTROL ELECTRIFIED PANIC EXIT DEVICE SD5 ENTRY LOBBY 6' - 0" 8' - 0" ALUMINUM HW #1 SG1 DOG WASH 3' - 0" 7' - 0" ALUMINUM RE: ID DWGS FOR FINISH HW #12 - ACCESS CONTROL SG2 WATER HEATER 2' - 8" 7' - 0" ALUMINUM RE: ID DWGS FOR FINISH HW #51 STOREFRONT SCHEDULE MARK WIDTH HEIGHT MATERIAL FINISH REMARKS S1 6' - 0" 8' - 2" ALUMINUM S2 6' - 0" 8' - 2" ALUMINUM S3 6' - 0" 8' - 2" ALUMINUM S4 6' - 0" 8' - 2" ALUMINUM SC1 8' - 11" 9' - 6" ALUMINUM SC2 21' - 1" 9' - 6" ALUMINUM SC3 4' - 6" 8' - 2" ALUMINUM SC4 21' - 4" 9' - 6" ALUMINUM SC5 15' - 8" 9' - 6" ALUMINUM SC6 8' - 11" 9' - 6" ALUMINUM SG1 7' - 8 1/2" 7' - 2" ALUMINUM T.O. CONC. PROVIDE TEMPERED GLAZING AT LOCATIONS INDICATED GENERAL NOTES - ALUMINUM STOREFRONT 1. SEE STOREFRONT ELEVATIONS FOR TEMPERED GLASS LOCATIONS. 2. ALL GLAZING TO MEET STATE, LOCAL & FEDERAL CODES. 3. ALL GLAZING TO BE DOUBLE GLAZED WITH LOW-E (U.N.O.) 4. ALL ROUGH OPENING DIMENSIONS TO ACCOUNT FOR 1/2" SEALANT ON ALL SIDES; FIELD VERIFY ALL ROUGH OPENING DIMENSIONS. 5. EACH LITE OF SAFETY GLAZING MATERIAL SHALL BE IDENTIFIED BY A PERMANENT LABEL THAT SPECIFIES THE LABELER, AND STATES THAT SAFETY GLAZING MATERIAL HAS BEEN UTILIZED IN SUCH INSTANCES. 6. REFER TO HARDWARE SCHEDULE FOR HARDWARE INFORMATION. T T.O. CONC. T.O. CONC. T.O. CONC. 22' - 11" 11' - 5"1' - 11"2' - 7"7' - 0"11' - 11"3' - 2"7' - 11 1/2"7' - 11 1/2"20' - 2 1/2"10' - 9 1/2"22' - 11" 11' - 4"11' - 7"5' - 7"5' - 6 1/2"4 1/2"3' - 6"4' - 1"3' - 3" 7 1/2" 1' - 3 1/2"4' - 5" 1' - 5" 8 1/2" 3' - 1 1/2"6' - 4"2' - 5"1' - 8"1' - 10 1/2"1' - 7 1/2"3' - 1"2' - 10"1' - 1"2' - 5"2' - 1"2' - 1 1/2"9' - 9 1/2"1' - 8 1/2"1' - 5 1/2"1' - 3 1/2" 7" 3' - 10" 11' - 4"11' - 7"31' - 0"31' - 0"2' - 1 1/2"4' - 11 1/2" 2' - 2 1/2" 2' - 3 1/2" -REFER TO ACCESSIBILITY PLANS FOR ISLAND LOCATIONS. -REFER TO BUILDING PLANS / ELEVATIONS FOR DOORS & WINDOWS LOCATION. UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 719 S.F. UNIT A1 1 BEDROOM 1 BATH 0STUDY NUMBER OF UNITS: 63 719 S.F. 0 S.F. 719 S.F. 0 S.F. 0 S.F. 80 A3.1.10 2 A3.4.00 1 A3.4.01 1 A3.4.00 4 U5 U31R2S 12" 4S18" 5SU6 U4 U31R1S18" 4SU5 U1 1 BEDROOM 1 LIVING/DINING 1 BATH 1 W.I.C.1 ENTRY 1 KITCHEN 1 PAN. 2 MECH U3 U4 22 23 1 COATS MOVEABLE ISLAND24" DWREF.30" RANGE 1 4 6 7 51SDRYER/WASHER1 UTILITY 18 LIN.A3.4.01 7 A3.4.00 5 2R2S2R2S MAX. 24" DEEP B MAX. 24" DEEP MAX. 24" DEEP MOVEABLE ISLAND40" MIN. CLR.3' - 5 5/8"PUSH SIDE 12" MIN. CLR. PULL SIDE 18" MIN. CLR.48" MIN. CLR.60" MIN. CLR.3 2 " MI N. C L R . 3 ' - 0 5 / 8 " 36" MIN. CLR. 3' - 4 1/4" 40" MIN. CLR. 3' - 5" A MIN.24"MIN.36"MIN. 12"MIN. 36" MIN. 12" 60" MIN.2' - 6"4' - 0" SPEC. "A" BATH T-SHAPE TURNING SPACE 30" x 48" MINIMUM CLEAR FLOOR SPACE 60" DIAMETER TURNING CIRCLE Ø 5' - 0" 33" MIN.24" MAX.48" MIN.56" MIN.MAX. 18" MIN. 15" 48" x 56" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY PERPENDICULAR APPROACH 72" MIN.60" MIN. MIN. 18" FORWARD APPROACH PERPENDICULAR APPROACH 33" MIN.24" MAX.48" MIN.66" MIN.MAX. 18" MIN. 15" 48" x 66" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY FORWARD APPROACH (G2 UNITS ONLY) 60" x 72" CLEAR FLOOR SPACE WITH NO OVERLAPPING LAVATORY -INDICATES BLOCKING IN WALLS FOR GRAB BARS RE: SHEET A2.4.1 FOR MORE INFORMATION 40" MIN.FACE OF FINISH TO FACE OF LEADING EDGE OF COUNTERISLAND LEADING EDGE OF COUNTER TOP FACE OF FINISH MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER 40" MIN.FACE OF APPLIANCE TO LEADING EDGE OF COUNTER TOP40" MIN.LEADING EDGE OF COUNTER TOP TO LEADING EDGE OF COUNTER TOP MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER & APPLIANCE TO COUNTER B SPEC. "B" BATH EX EXEMPT BATH 2' - 6"6' - 0" (G2 UNITS ONLY) 30" x 72" MINIMUM CLEAR FLOOR SPACE AT TUB2' - 7 1/2"5' - 8"5' - 8"EQ 5' - 8"EQ 4' - 5"5' - 8"2' - 9 1/2"4' - 2 1/2"6' - 3"5' - 8"EQEQEQ EQ EQ EQ EQEQ3' - 4 1/2"4' - 3"F.O. GYP2' - 6"UA UF UE UV4 EQEQWAP UA UAUA UA UAUA UA UA UAUA EQEQPC EQEQLC EQ EQ FOR ADDITIONAL INFORMATION REFER TO UNIT A1 DIMENSION & REFERENCE PLANS 22' - 11" 11' - 4"11' - 7" 11' - 5"1' - 11"2' - 7"5' - 0 1/2"1' - 11 1/2"1' - 0 1/2"6' - 11"7' - 11 1/2"FOR ADDITIONAL INFORMATION REFER TO UNIT A1 DIMENSION & REFERENCE PLANS 22' - 11" 1' - 2" UNIT A1 #2111 -BLDG. #2 UNIT A1 #4111 -BLDG. #4 UNIT A1 #5111 -BLDG. #5 UNIT A1 ALT AREA = 705 S.F. G.C. TO INSTALL 5/8" QUIET ROCK BETWEEN UNIT AND ELEVATOR CONTROL ROOM 2' - 4 1/2"4' - 3"UA © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:36:08 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.1.10 UNIT A1 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 SCALE: 1/4" = 1'-0"1 UNIT A1 - DIMENSION PLAN SCALE: 1/4" = 1'-0"5 UNIT A1 - REFERENCE PLAN SCALE: 1/4" = 1'-0"4 UNIT A1 - ACCESSIBILITY PLAN CLEAR FLOOR SPACE LEGEND UNIT PLAN - F.H.A. & 521 CMR NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIMENSIONS ON THIS SHEET ARE INCLUDED FOR REFERENCE ONLY IN ORDER TO ILLUSTRATE THE MINIMUM REQUIRED CLEARANCES. REFER TO UNIT PLAN SHEETS (A3 SERIES) FOR ALL CONSTRUCTION DIMENSIONS, INTERIOR ELEVATIONS AND ALL ADDITIONAL UNIT PLAN NOTES. REFER TO SHEETS A2.4.1 FOR ADDITIONAL INFORMATION ON FAIR HOUSING REQUIREMENTS. THE ACCESSIBILITY PLANS ILLUSTRATE THE MINIMUM REQUIRED PASSAGE CLEARANCES AND CLEAR FLOOR SPACE AT APPLIANCES, AND PLUMBING FIXTURES PER THE FAIR HOUSING ACT DESIGN MANUAL (FHADM) TOGETHER WITH 521 CMR FOR GROUP 2 UNITS. THE SPECIFIC APPLICABLE (FHADM) CHAPTERS ARE 3,4,6 AND 7. IN ALL CASES, THE ACTUAL CLEARANCES PROVIDED SHALL EXCEED THE MINIMUM REQUIREMENTS ILLUSTRATED ON THE ACCESSIBILITY PLANS. ALL KITCHEN AND BATHROOM LAYOUTS WERE DESIGNED BASED ON AN APPLIANCE AND PLUMBING PACKAGE PROVIDED TO ARCHITECT BY OWNER. THE CONTRACTOR SHALL VERIFY APPLIANCE AND PLUMBING PACKAGE IS STILL APPLICABLE WITH OWNER. PROVIDE FINISHED END PANEL WHEN KNEESPACE IS ADJACENT TO AN APPLIANCE OR ANOTHER BASE CABINET. AT KNEESPACE ADJACENT TO A WALL, EXTEND FLOOR FINISH AND WALL FINISH INTO KNEESPACE. BLOCKING SHALL BE PROVIDED FOR GRAB BARS AT ALL TOILETS, TUBS & SHOWERS PER DRAWINGS. PLEASE REFER TO SHEETS A2.4.1 & A2.4.3 FOR MORE INFORMATION. ALL COUNTER TOP OVERHANGS SHALL BE 1- 1/2" MAX BEYOND FACE OF BASE CABINETS U.N.O. ALL MOUNTING HEIGHTS AT ALL SWITCHES, ENVIRONMENTAL CONTROLS, RECEPTACLES, ETC. SHALL MEET THE REQUIREMENTS OF FHA. ALL UNIT ENTRY DOORS SHALL HAVE BARRIER FREE THRESHOLDS AND LEVER TYPE HARDWARE. PROVIDE BARRIER FREE TRANSITIONS AT ALL FINISH FLOOR CHANGES WITHIN UNITS. REFER TO SHEETS A2.4.2 - A2.4.4 FOR 521 C.M.R. SECTIONS - (MASSACHUSETTS RULES & REGULATIONS) FOR ADDITIONAL GROUP 1 & 2 UNIT REQUIREMENTS. IF ANY DIMENSIONS DISCREPANCIES BETWEEN THIS SHEET AND THE A3 SERIES DIMENSIONED PLANS EXIST FOR THE MINIMUM CLEARANCES REQUIRED PER FHA OR 521 CMR, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT. ELECTRICAL FIXTURE LEGEND CEILING MOUNTED LIGHT SHOWER/TUB SURFACE MOUNTED DISK W/PULL CHAIN WALL SCONCE BEDROOM FAN/LIGHT NOTE: REFER TO MEP LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION ON LIGHTS AND FANS. WAPUA UE PC UV3 UV4 UF WIRELESS ACCESS POINT EXHAUST SUPPLY WALL LOUVER LOAD CENTER SCALE: 1/4" = 1'-0"7 UNIT A1 - REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0"2 UNIT A1 - PARTIAL DIM. PLAN @ SLIDING DOOR SCALE: 1/4" = 1'-0"3 UNIT A1 ALT- PARTIAL DIM. PLAN SCALE: 1/4" = 1'-0"6 UNIT A1 ALT- PARTIAL REFLECTED CEILING PLAN 1 1 03/13/2026 OWNER REVISIONS 31' - 0"10' - 9 1/2"20' - 2 1/2"24' - 11" 11' - 6"2' - 0"3' - 9"7' - 8"31' - 0"6' - 3 1/2"9' - 7"2' - 11 1/2"12' - 2"24' - 11" 12' - 10"12' - 1" 2' - 1 1/2" 2' - 1 1/2" 3' - 5"1' - 10"2' - 7" 2' - 7"3' - 1"1' - 9 1/2"1' - 9 1/2"2' - 10"2' - 7"1' - 11"1' - 8"2' - 10 1/2"3' - 4 1/2"1' - 7 1/2"1' - 7 1/2"3' - 7"5' - 5"3' - 6 1/2"1' - 2 1/2" 1' - 10"4' - 7 1/2" 4' - 3 1/2" 1' - 4 1/2" 12' - 10"12' - 1" 8 1/2" 3' - 9" UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 781 S.F. UNIT A2 1 BEDROOM 1 BATH 0STUDY NUMBER OF UNITS: 49 781 S.F. 0 S.F. 781 S.F. 0 S.F. 0 S.F. 70 4' - 3"7' - 10" -REFER TO ACCESSIBILITY PLANS FOR ISLAND LOCATIONS. -REFER TO BUILDING PLANS / ELEVATIONS FOR DOORS & WINDOWS LOCATION. A3.1.20 2 A3.1.20 3 1 LIVING/DINING 1 BEDROOM 1 KITCHEN 1 ENTRY 1 W.I.C. 1 BATH 2R2S 1R2S12" 4S2R2S18" 4S18" 4S1R1SU1 U6 U4 U8 U3 U3 U3 U5 U323 1 UTILITY 2 MECH A3.4.00 1 A3.4.00 4 22 41SDRYER/WASHER6 7 2 5 1 COATS 30" RANGE 24" DWREF.MOVEABLE ISLAND18 LIN.8 A3.4.01 11 A3.4.01 9 A3.4.00 5 MAX. 24" DEEP 36" MIN. CLR.3' - 7"MAX. 24" DEEP MOVEABLE ISLAND PULL SIDE 18" MIN. CLR. PUSH SIDE 12" MIN. CLR.48" MIN. CLR.60" MIN. CLR.40" MIN. CLR.3' - 5 1/4"36" MIN. CLR. 3' - 4 3/4" B 40" MIN. CLR. 3' - 5" A MIN.24"MIN.36"MIN. 12"MIN. 36" MIN. 12" 60" MIN.2' - 6"4' - 0" SPEC. "A" BATH T-SHAPE TURNING SPACE 30" x 48" MINIMUM CLEAR FLOOR SPACE 60" DIAMETER TURNING CIRCLE Ø 5' - 0" 33" MIN.24" MAX.48" MIN.56" MIN.MAX. 18" MIN. 15" 48" x 56" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY PERPENDICULAR APPROACH 72" MIN.60" MIN. MIN. 18" FORWARD APPROACH PERPENDICULAR APPROACH 33" MIN.24" MAX.48" MIN.66" MIN.MAX. 18" MIN. 15" 48" x 66" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY FORWARD APPROACH (G2 UNITS ONLY) 60" x 72" CLEAR FLOOR SPACE WITH NO OVERLAPPING LAVATORY -INDICATES BLOCKING IN WALLS FOR GRAB BARS RE: SHEET A2.4.1 FOR MORE INFORMATION 40" MIN.FACE OF FINISH TO FACE OF LEADING EDGE OF COUNTERISLAND LEADING EDGE OF COUNTER TOP FACE OF FINISH MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER 40" MIN.FACE OF APPLIANCE TO LEADING EDGE OF COUNTER TOP40" MIN.LEADING EDGE OF COUNTER TOP TO LEADING EDGE OF COUNTER TOP MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER & APPLIANCE TO COUNTER B SPEC. "B" BATH EX EXEMPT BATH 2' - 6"6' - 0" (G2 UNITS ONLY) 30" x 72" MINIMUM CLEAR FLOOR SPACE AT TUB EQ EQ EQEQEQ 6' - 0"EQ2' - 6"5' - 9"5' - 9"5' - 11"5' - 6"4' - 8"5' - 0 1/2"5' - 6"2' - 6"EQEQEQ EQ 3' - 8"3' - 10"3' - 6"F.O. GYP.1' - 4"UA UV3 EQEQWAP EQEQUA UAUA UA UA UAUA UA UA UF UE UV3 UA EQEQPC LCEQEQ EQ EQ 24' - 11" 12' - 10"12' - 1" FOR ADDITIONAL INFORMATION REFER TO UNIT A2 DIMENSION & REFERENCE PLANS 24' - 11" FOR ADDITIONAL INFORMATION REFER TO UNIT A2 DIMENSION & REFERENCE PLANS 12' - 10"12' - 1"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:36:14 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.1.20 UNIT A2 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 1/4" = 1'-0"1 UNIT A2 - DIMENSION PLAN SCALE: 1/4" = 1'-0"4 UNIT A2 - REFERENCE PLAN SCALE: 1/4" = 1'-0"5 UNIT A2 - ACCESSIBILITY PLAN CLEAR FLOOR SPACE LEGEND UNIT PLAN - F.H.A. & 521 CMR NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIMENSIONS ON THIS SHEET ARE INCLUDED FOR REFERENCE ONLY IN ORDER TO ILLUSTRATE THE MINIMUM REQUIRED CLEARANCES. REFER TO UNIT PLAN SHEETS (A3 SERIES) FOR ALL CONSTRUCTION DIMENSIONS, INTERIOR ELEVATIONS AND ALL ADDITIONAL UNIT PLAN NOTES. REFER TO SHEETS A2.4.1 FOR ADDITIONAL INFORMATION ON FAIR HOUSING REQUIREMENTS. THE ACCESSIBILITY PLANS ILLUSTRATE THE MINIMUM REQUIRED PASSAGE CLEARANCES AND CLEAR FLOOR SPACE AT APPLIANCES, AND PLUMBING FIXTURES PER THE FAIR HOUSING ACT DESIGN MANUAL (FHADM) TOGETHER WITH 521 CMR FOR GROUP 2 UNITS. THE SPECIFIC APPLICABLE (FHADM) CHAPTERS ARE 3,4,6 AND 7. IN ALL CASES, THE ACTUAL CLEARANCES PROVIDED SHALL EXCEED THE MINIMUM REQUIREMENTS ILLUSTRATED ON THE ACCESSIBILITY PLANS. ALL KITCHEN AND BATHROOM LAYOUTS WERE DESIGNED BASED ON AN APPLIANCE AND PLUMBING PACKAGE PROVIDED TO ARCHITECT BY OWNER. THE CONTRACTOR SHALL VERIFY APPLIANCE AND PLUMBING PACKAGE IS STILL APPLICABLE WITH OWNER. PROVIDE FINISHED END PANEL WHEN KNEESPACE IS ADJACENT TO AN APPLIANCE OR ANOTHER BASE CABINET. AT KNEESPACE ADJACENT TO A WALL, EXTEND FLOOR FINISH AND WALL FINISH INTO KNEESPACE. BLOCKING SHALL BE PROVIDED FOR GRAB BARS AT ALL TOILETS, TUBS & SHOWERS PER DRAWINGS. PLEASE REFER TO SHEETS A2.4.1 & A2.4.3 FOR MORE INFORMATION. ALL COUNTER TOP OVERHANGS SHALL BE 1- 1/2" MAX BEYOND FACE OF BASE CABINETS U.N.O. ALL MOUNTING HEIGHTS AT ALL SWITCHES, ENVIRONMENTAL CONTROLS, RECEPTACLES, ETC. SHALL MEET THE REQUIREMENTS OF FHA. ALL UNIT ENTRY DOORS SHALL HAVE BARRIER FREE THRESHOLDS AND LEVER TYPE HARDWARE. PROVIDE BARRIER FREE TRANSITIONS AT ALL FINISH FLOOR CHANGES WITHIN UNITS. REFER TO SHEETS A2.4.2 - A2.4.4 FOR 521 C.M.R. SECTIONS - (MASSACHUSETTS RULES & REGULATIONS) FOR ADDITIONAL GROUP 1 & 2 UNIT REQUIREMENTS. IF ANY DIMENSIONS DISCREPANCIES BETWEEN THIS SHEET AND THE A3 SERIES DIMENSIONED PLANS EXIST FOR THE MINIMUM CLEARANCES REQUIRED PER FHA OR 521 CMR, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT. ELECTRICAL FIXTURE LEGEND CEILING MOUNTED LIGHT SHOWER/TUB SURFACE MOUNTED DISK W/PULL CHAIN WALL SCONCE BEDROOM FAN/LIGHT NOTE: REFER TO MEP LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION ON LIGHTS AND FANS. WAPUA UE PC UV3 UV4 UF WIRELESS ACCESS POINT EXHAUST SUPPLY WALL LOUVER LOAD CENTER SCALE: 1/4" = 1'-0"6 UNIT A2 - REFLECTED CEILING PLAN LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 SCALE: 1/4" = 1'-0"3 UNIT A2 - PARTIAL DIM. PLAN @ SLIDING DOORS SCALE: 1/4" = 1'-0"2 UNIT A2 - PARTIAL DIM. PLAN @ SLIDING DOOR A MIN.24"MIN.36"MIN. 12"MIN. 36" MIN. 12" 60" MIN.2' - 6"4' - 0" SPEC. "A" BATH T-SHAPE TURNING SPACE 30" x 48" MINIMUM CLEAR FLOOR SPACE 60" DIAMETER TURNING CIRCLE Ø 5' - 0" 33" MIN.24" MAX.48" MIN.56" MIN.MAX. 18" MIN. 15" 48" x 56" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY PERPENDICULAR APPROACH 72" MIN.60" MIN. MIN. 18" FORWARD APPROACH PERPENDICULAR APPROACH 33" MIN.24" MAX.48" MIN.66" MIN.MAX. 18" MIN. 15" 48" x 66" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY FORWARD APPROACH (G2 UNITS ONLY) 60" x 72" CLEAR FLOOR SPACE WITH NO OVERLAPPING LAVATORY -INDICATES BLOCKING IN WALLS FOR GRAB BARS RE: SHEET A2.4.1 FOR MORE INFORMATION 40" MIN.FACE OF FINISH TO FACE OF LEADING EDGE OF COUNTERISLAND LEADING EDGE OF COUNTER TOP FACE OF FINISH MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER 40" MIN.FACE OF APPLIANCE TO LEADING EDGE OF COUNTER TOP40" MIN.LEADING EDGE OF COUNTER TOP TO LEADING EDGE OF COUNTER TOP MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER & APPLIANCE TO COUNTER B SPEC. "B" BATH EX EXEMPT BATH 2' - 6"6' - 0" (G2 UNITS ONLY) 30" x 72" MINIMUM CLEAR FLOOR SPACE AT TUB UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 781 S.F. UNIT A2-G2 1 BEDROOM 1 BATH 0STUDY NUMBER OF UNITS: 7 781 S.F. 0 S.F. 781 S.F. 0 S.F. 0 S.F. 10 -REFER TO ACCESSIBILITY PLANS FOR ISLAND LOCATIONS. -REFER TO BUILDING PLANS / ELEVATIONS FOR DOORS & WINDOWS LOCATION. A3.1.21 2 12' - 10"12' - 1" 24' - 11"16' - 6 1/2"14' - 5 1/2"4' - 6 1/2"3' - 4"3' - 7 1/2"2' - 4" 24' - 11" 13' - 10"3' - 9"7' - 4"31' - 0"31' - 0"11' - 11"11' - 10"7' - 3"9' - 8"2' - 3"1' - 9"2' - 1"5' - 3"1' - 11 1/2"1' - 6"3' - 1 1/2"3' - 5"1' - 10"5' - 6"2' - 9"12' - 10"1' - 0"2' - 7"2' - 1"6' - 5" 3' - 6" REMOVABLE CABINET A3.4.02 1 A3.4.02 13 A3.4.02 11 A3.4.02 4 1 ENTRY 1 KITCHEN 1 LIVING/DINING 1 BEDROOM 1 BATH 1 COATS 1 W.I.C. 1 UTILITY 2 MECH 12" 4S1R2SREF.D.W.23 22 25 4 7WASHER/DRYERU6 U2 U2 U4 U2OVENCOOKTOP 1R2S2R2S 2R2S18 5 U4 1S L1884MOVABLE ISLAND6 26 60" MIN. CLR.PUSH SIDE 12" MIN. CLR. HATCH REPRESENTS BLOCKING FOR GRAB BARS DURING INITIAL CONSTRUCTION, TYP. GRAB BARS INSTALLED AS ADAPTED PER 521 CMR 44.00 AFTER INITIAL CONSTRUCTION MOVABLE ISLAND INSTALL ROD AND SHELF PER SHEET A2.4.3 BARRIER FREE THRESHOLD REMOVABLE CABINETS REMOVABLE CABINET B CUTTING BOARD PULL SIDE 18" MIN. CLR. DEEP 24" MAX. UA UE UV3 WAP UA UAUA UA UA UAUA UA UA UF UA UV3 EQEQEQ EQ3' - 3 1/4"6' - 0"3' - 3 1/4"2' - 0"4' - 8"5' - 6"5' - 11"5' - 9"5' - 9"2' - 6"5' - 0 1/2"5' - 6"2' - 10"3' - 8"EQEQF.O. GYP.1' - 7"3' - 0"EQEQEQEQEQ EQ EQ EQ LCEQEQPC FOR ADDITIONAL INFORMATION REFER TO UNIT A2G2 DIMENSION & REFERENCE PLANS 12' - 10"12' - 1" 24' - 11"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:36:20 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.1.21 UNIT A2G2 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET CLEAR FLOOR SPACE LEGEND UNIT PLAN - F.H.A. & 521 CMR NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIMENSIONS ON THIS SHEET ARE INCLUDED FOR REFERENCE ONLY IN ORDER TO ILLUSTRATE THE MINIMUM REQUIRED CLEARANCES. REFER TO UNIT PLAN SHEETS (A3 SERIES) FOR ALL CONSTRUCTION DIMENSIONS, INTERIOR ELEVATIONS AND ALL ADDITIONAL UNIT PLAN NOTES. REFER TO SHEETS A2.4.1 FOR ADDITIONAL INFORMATION ON FAIR HOUSING REQUIREMENTS. THE ACCESSIBILITY PLANS ILLUSTRATE THE MINIMUM REQUIRED PASSAGE CLEARANCES AND CLEAR FLOOR SPACE AT APPLIANCES, AND PLUMBING FIXTURES PER THE FAIR HOUSING ACT DESIGN MANUAL (FHADM) TOGETHER WITH 521 CMR FOR GROUP 2 UNITS. THE SPECIFIC APPLICABLE (FHADM) CHAPTERS ARE 3,4,6 AND 7. IN ALL CASES, THE ACTUAL CLEARANCES PROVIDED SHALL EXCEED THE MINIMUM REQUIREMENTS ILLUSTRATED ON THE ACCESSIBILITY PLANS. ALL KITCHEN AND BATHROOM LAYOUTS WERE DESIGNED BASED ON AN APPLIANCE AND PLUMBING PACKAGE PROVIDED TO ARCHITECT BY OWNER. THE CONTRACTOR SHALL VERIFY APPLIANCE AND PLUMBING PACKAGE IS STILL APPLICABLE WITH OWNER. PROVIDE FINISHED END PANEL WHEN KNEESPACE IS ADJACENT TO AN APPLIANCE OR ANOTHER BASE CABINET. AT KNEESPACE ADJACENT TO A WALL, EXTEND FLOOR FINISH AND WALL FINISH INTO KNEESPACE. BLOCKING SHALL BE PROVIDED FOR GRAB BARS AT ALL TOILETS, TUBS & SHOWERS PER DRAWINGS. PLEASE REFER TO SHEETS A2.4.1 & A2.4.3 FOR MORE INFORMATION. ALL COUNTER TOP OVERHANGS SHALL BE 1- 1/2" MAX BEYOND FACE OF BASE CABINETS U.N.O. ALL MOUNTING HEIGHTS AT ALL SWITCHES, ENVIRONMENTAL CONTROLS, RECEPTACLES, ETC. SHALL MEET THE REQUIREMENTS OF FHA. ALL UNIT ENTRY DOORS SHALL HAVE BARRIER FREE THRESHOLDS AND LEVER TYPE HARDWARE. PROVIDE BARRIER FREE TRANSITIONS AT ALL FINISH FLOOR CHANGES WITHIN UNITS. REFER TO SHEETS A2.4.2 - A2.4.4 FOR 521 C.M.R. SECTIONS - (MASSACHUSETTS RULES & REGULATIONS) FOR ADDITIONAL GROUP 1 & 2 UNIT REQUIREMENTS. IF ANY DIMENSIONS DISCREPANCIES BETWEEN THIS SHEET AND THE A3 SERIES DIMENSIONED PLANS EXIST FOR THE MINIMUM CLEARANCES REQUIRED PER FHA OR 521 CMR, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT. ELECTRICAL FIXTURE LEGEND CEILING MOUNTED LIGHT SHOWER/TUB SURFACE MOUNTED DISK W/PULL CHAIN WALL SCONCE BEDROOM FAN/LIGHT NOTE: REFER TO MEP LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION ON LIGHTS AND FANS. WAPUA UE PC UV3 UV4 UF WIRELESS ACCESS POINT EXHAUST SUPPLY WALL LOUVER LOAD CENTER LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 SCALE: 1/4" = 1'-0"1 UNIT A2G2 - DIMENSION PLAN SCALE: 1/4" = 1'-0"3 UNIT A2G2- REFERENCE PLAN SCALE: 1/4" = 1'-0"4 UNIT A2G2 - ACCESSIBILITY PLAN SCALE: 1/4" = 1'-0"6 UNIT A2G2 - REFLECTED CEILING PLAN A2G2 @ LVLS 1&2 A2G2 @ LVLS 1&2 SCALE: 1/4" = 1'-0"2 UNIT A2G2 - PARTIAL DIM. PLAN @ WINDOWS A 01/26/2026 PERMIT REVISIONS UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 850 S.F. UNIT A3 1 BEDROOM 1 BATH NUMBER OF UNITS: 31 850 S.F. 0 S.F. 850 S.F. 0 S.F. 0 S.F.32' - 8"25' - 9"11' - 11 1/2"2' - 11 1/2"9' - 7"8' - 2"2' - 3 1/2"3' - 3 1/2"3' - 4"10' - 7 1/2"6' - 2 1/2"32' - 8"13' - 2"12' - 7"1' - 9 1/2"1' - 10 1/2"4' - 6 1/2"1' - 10 1/2"2' - 2 1/2"3"13' - 2" 2' - 1 1/2" 3' - 3"2' - 7 1/2"2' - 0"2' - 7"1' - 4"1' - 7 1/2"11' - 7 1/2"2' - 1"2' - 3"3' - 7"3' - 8"3' - 9 1/2"4' - 10"1 3 5 ° 16' - 4 1/4"3' - 2 1/4" 1' - 9 1/2" 4' - 5"135°-REFER TO ACCESSIBILITY PLANS FOR ISLAND LOCATIONS. -REFER TO BUILDING PLANS / ELEVATIONS FOR DOORS & WINDOWS LOCATION. 2' - 7" 1' - 0" 5' - 4 1/2"7' - 2 1/2" 25' - 9"A3.1.30 2 A3.1.30 312" 4S18" 4SMOVEABLE ISLAND REF.24" DW 30" RANGELIN.2 MECH 1 PAN. 1 W.I.C. 1 BATH 1 BEDROOM 1 LIVING/ DINING 1 KITCHEN 1 ENTRY U1 U4 U4 U3 U3 U3 U3 U3 U5 22 18 5 7 6 4 3 21 23 88 A3.4.01 15 A3.4.00 11 A3.4.00 5 A3.4.01 9 A3.4.00 9 1R2S2R2S 2R2S4S B MAX 24" DEEP PULL SIDE 18" MIN. CLR.32" MIN. CLR.3' - 1"MOVEABLE ISLAND48" MIN. CLR.60" MIN. CLR.PUSH SIDE 12" MIN. CLR. 40" MIN. CLR. 5' - 9 3/8"40" MIN. CLR.3' - 1"A MIN.24"MIN.36"MIN. 12"MIN. 36" MIN. 12" 60" MIN.2' - 6"4' - 0" SPEC. "A" BATH T-SHAPE TURNING SPACE 30" x 48" MINIMUM CLEAR FLOOR SPACE 60" DIAMETER TURNING CIRCLE Ø 5' - 0" 33" MIN.24" MAX.48" MIN.56" MIN.MAX. 18" MIN. 15" 48" x 56" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY PERPENDICULAR APPROACH 72" MIN.60" MIN. MIN. 18" FORWARD APPROACH PERPENDICULAR APPROACH 33" MIN.24" MAX.48" MIN.66" MIN.MAX. 18" MIN. 15" 48" x 66" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY FORWARD APPROACH (G2 UNITS ONLY) 60" x 72" CLEAR FLOOR SPACE WITH NO OVERLAPPING LAVATORY -INDICATES BLOCKING IN WALLS FOR GRAB BARS RE: SHEET A2.4.1 FOR MORE INFORMATION 40" MIN.FACE OF FINISH TO FACE OF LEADING EDGE OF COUNTERISLAND LEADING EDGE OF COUNTER TOP FACE OF FINISH MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER 40" MIN.FACE OF APPLIANCE TO LEADING EDGE OF COUNTER TOP40" MIN.LEADING EDGE OF COUNTER TOP TO LEADING EDGE OF COUNTER TOP MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER & APPLIANCE TO COUNTER B SPEC. "B" BATH EX EXEMPT BATH 2' - 6"6' - 0" (G2 UNITS ONLY) 30" x 72" MINIMUM CLEAR FLOOR SPACE AT TUB 5' - 0"5' - 6"8' - 5 1/2"4' - 6 1/2"5' - 6"7' - 8"5' - 8"5' - 8"2' - 8 1/2"EQ.5' - 8"EQ.EQEQEQ EQ 3' - 0"3' - 10 1/2"EQEQEQ.EQ.3' - 6"F.O. GYP.1' - 4"UA UV3 WAPEQ EQEQEQUA UAUA UA UE UAUA UA UA UAUA UF UV3EQEQPC LC EQ EQ EQ EQ FOR ADDITIONAL INFORMATION REFER TO UNIT A3 DIMENSION & REFERENCE PLANS 12' - 7"13' - 2" 25' - 9" FOR ADDITIONAL INFORMATION REFER TO UNIT A3 DIMENSION & REFERENCE PLANS 12' - 7"13' - 2" 25' - 9"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:36:25 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.1.30 UNIT A3 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 1/4" = 1'-0"1 UNIT A3 - DIMENSION PLAN SCALE: 1/4" = 1'-0"4 UNIT A3 - REFERENCE PLAN SCALE: 1/4" = 1'-0"5 UNIT A3 - ACCESSIBILITY PLAN CLEAR FLOOR SPACE LEGEND UNIT PLAN - F.H.A. & 521 CMR NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIMENSIONS ON THIS SHEET ARE INCLUDED FOR REFERENCE ONLY IN ORDER TO ILLUSTRATE THE MINIMUM REQUIRED CLEARANCES. REFER TO UNIT PLAN SHEETS (A3 SERIES) FOR ALL CONSTRUCTION DIMENSIONS, INTERIOR ELEVATIONS AND ALL ADDITIONAL UNIT PLAN NOTES. REFER TO SHEETS A2.4.1 FOR ADDITIONAL INFORMATION ON FAIR HOUSING REQUIREMENTS. THE ACCESSIBILITY PLANS ILLUSTRATE THE MINIMUM REQUIRED PASSAGE CLEARANCES AND CLEAR FLOOR SPACE AT APPLIANCES, AND PLUMBING FIXTURES PER THE FAIR HOUSING ACT DESIGN MANUAL (FHADM) TOGETHER WITH 521 CMR FOR GROUP 2 UNITS. THE SPECIFIC APPLICABLE (FHADM) CHAPTERS ARE 3,4,6 AND 7. IN ALL CASES, THE ACTUAL CLEARANCES PROVIDED SHALL EXCEED THE MINIMUM REQUIREMENTS ILLUSTRATED ON THE ACCESSIBILITY PLANS. ALL KITCHEN AND BATHROOM LAYOUTS WERE DESIGNED BASED ON AN APPLIANCE AND PLUMBING PACKAGE PROVIDED TO ARCHITECT BY OWNER. THE CONTRACTOR SHALL VERIFY APPLIANCE AND PLUMBING PACKAGE IS STILL APPLICABLE WITH OWNER. PROVIDE FINISHED END PANEL WHEN KNEESPACE IS ADJACENT TO AN APPLIANCE OR ANOTHER BASE CABINET. AT KNEESPACE ADJACENT TO A WALL, EXTEND FLOOR FINISH AND WALL FINISH INTO KNEESPACE. BLOCKING SHALL BE PROVIDED FOR GRAB BARS AT ALL TOILETS, TUBS & SHOWERS PER DRAWINGS. PLEASE REFER TO SHEETS A2.4.1 & A2.4.3 FOR MORE INFORMATION. ALL COUNTER TOP OVERHANGS SHALL BE 1- 1/2" MAX BEYOND FACE OF BASE CABINETS U.N.O. ALL MOUNTING HEIGHTS AT ALL SWITCHES, ENVIRONMENTAL CONTROLS, RECEPTACLES, ETC. SHALL MEET THE REQUIREMENTS OF FHA. ALL UNIT ENTRY DOORS SHALL HAVE BARRIER FREE THRESHOLDS AND LEVER TYPE HARDWARE. PROVIDE BARRIER FREE TRANSITIONS AT ALL FINISH FLOOR CHANGES WITHIN UNITS. REFER TO SHEETS A2.4.2 - A2.4.4 FOR 521 C.M.R. SECTIONS - (MASSACHUSETTS RULES & REGULATIONS) FOR ADDITIONAL GROUP 1 & 2 UNIT REQUIREMENTS. IF ANY DIMENSIONS DISCREPANCIES BETWEEN THIS SHEET AND THE A3 SERIES DIMENSIONED PLANS EXIST FOR THE MINIMUM CLEARANCES REQUIRED PER FHA OR 521 CMR, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT. ELECTRICAL FIXTURE LEGEND CEILING MOUNTED LIGHT SHOWER/TUB SURFACE MOUNTED DISK W/PULL CHAIN WALL SCONCE BEDROOM FAN/LIGHT NOTE: REFER TO MEP LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION ON LIGHTS AND FANS. WAPUA UE PC UV3 UV4 UF WIRELESS ACCESS POINT EXHAUST SUPPLY WALL LOUVER LOAD CENTER SCALE: 1/4" = 1'-0"6 UNIT A3 - REFLECTED CEILING PLAN LOCATION KEY T01 T02 B0B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1 A2 A2 B2 C1A1 A1 A2 B2 B2A3 A2 A1 A1A2A3 A3 A3 @ LVL 1 @ LVL 1 SCALE: 1/4" = 1'-0"3 UNIT A3 - PARTIAL DIM. PLAN @ SLIDING DOORS SCALE: 1/4" = 1'-0"2 UNIT A3 - PARTIAL DIM. PLAN @ SLIDING DOOR @ LVL 1 UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 1,045 S.F. UNIT B0 2 BEDROOM 2 BATH 0STUDY NUMBER OF UNITS: 15 1,045 S.F. 0 S.F. 1,045 S.F. 0 S.F. 0 S.F. 11' - 7"12' - 0"11' - 7" 35' - 2"7' - 6"8' - 11"12' - 8"32' - 8"10' - 7"17' - 7"7' - 0" 35' - 2"24' - 3"8' - 5"32' - 8"3' - 8 1/2"2' - 10 1/2"2' - 1"1' - 7"2' - 3"2' - 4 3/4"5' - 1 1/4"2' - 1"10' - 7"3' - 7"29' - 1"8"5' - 8 1/2"5' - 2 1/2"12' - 8"3' - 5 1/2"7' - 1 1/2"11' - 9"2' - 0"3' - 10" 3' - 4"3' - 7 1/2"2' - 6" 2' - 1 1/2" 1' - 10" 1' - 9 1/2"5 1/2" 12' - 6 1/2"9"5' - 4"5' - 6"1' - 11 3/4"1' - 10"10"2' - 2 1/2" 1' - 5 1/2" 2' - 8"4' - 6"4' - 0"10' - 9 1/2"2' - 4"6' - 3 1/2" 20 -REFER TO ACCESSIBILITY PLANS FOR ISLAND LOCATIONS. -REFER TO BUILDING PLANS / ELEVATIONS FOR DOORS & WINDOWS LOCATION. 6' - 11 1/2"4' - 7 1/2" A3.2.10 2 A3.2.10 3 2 MECH U1 U6 U3 U5 U3 U4 U4 U3 U3 2R2S 2R2S1R2S12" 4S18" 4S18" 4S2R2S 1R2S2R2S12" 4S1 ENTRY 1 KITCHEN 1 BATH 2 1 W.I.C. 1 BEDROOM 2 1 BEDROOM 1 1 LIVING/DINING 1 BATH 1 1 W.I.C. 1 UTILITY 23 22 U3 1 PAN.REF.MOVEABLE ISLAND30" RANGE 24" DWU3 A3.4.00 1 1SA3.4.01 5 1 1 4 5 7 6 4 6 57DRYER/WASHERLIN.18 A3.4.01 7 A3.4.01 7 A3.4.00 4 A3.4.00 5 A3.4.01 13 B EX MOVEABLE ISLAND40" MIN. CLR.3' - 6"36" MIN 4' - 4 7/8" PULL SIDE 18" MIN. CLR. MAX 24" DEEP MAX 24" DEEP PUSH SIDE 12" MIN. CLR.48" MIN. CLR.60" MIN. CLR.40" MIN. CLR. 3' - 5" A MIN.24"MIN.36"MIN. 12"MIN. 36" MIN. 12" 60" MIN.2' - 6"4' - 0" SPEC. "A" BATH T-SHAPE TURNING SPACE 30" x 48" MINIMUM CLEAR FLOOR SPACE 60" DIAMETER TURNING CIRCLE Ø 5' - 0" 33" MIN.24" MAX.48" MIN.56" MIN.MAX. 18" MIN. 15" 48" x 56" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY PERPENDICULAR APPROACH 72" MIN.60" MIN. MIN. 18" FORWARD APPROACH PERPENDICULAR APPROACH 33" MIN.24" MAX.48" MIN.66" MIN.MAX. 18" MIN. 15" 48" x 66" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY FORWARD APPROACH (G2 UNITS ONLY) 60" x 72" CLEAR FLOOR SPACE WITH NO OVERLAPPING LAVATORY -INDICATES BLOCKING IN WALLS FOR GRAB BARS RE: SHEET A2.4.1 FOR MORE INFORMATION 40" MIN.FACE OF FINISH TO FACE OF LEADING EDGE OF COUNTERISLAND LEADING EDGE OF COUNTER TOP FACE OF FINISH MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER 40" MIN.FACE OF APPLIANCE TO LEADING EDGE OF COUNTER TOP40" MIN.LEADING EDGE OF COUNTER TOP TO LEADING EDGE OF COUNTER TOP MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER & APPLIANCE TO COUNTER B SPEC. "B" BATH EX EXEMPT BATH 2' - 6"6' - 0" (G2 UNITS ONLY) 30" x 72" MINIMUM CLEAR FLOOR SPACE AT TUB EQ EQEQEQ EQ EQ EQEQ3' - 2"5' - 8"3' - 2"4' - 2"5' - 6"8' - 4"5' - 1"5' - 8"3' - 0"5' - 2 7/8"5' - 8"3' - 0"EQEQEQ EQEQEQEQEQ F.O. GYP 2' - 1" EQ EQ EQEQF.O. GYP3' - 0"EQEQEQ EQ UA UV4 UV4 WAP EQEQUA UAUA UA UA UAUA UA UA UFUF UA UE UA UEEQEQPC LCEQEQ EQ EQ 11' - 7"12' - 0"11' - 7" 35' - 2" FOR ADDITIONAL INFORMATION REFER TO UNIT B0 DIMENSION & REFERENCE PLANS FOR ADDITIONAL INFORMATION REFER TO UNIT B0 DIMENSION & REFERENCE PLANS 11' - 7"12' - 0"11' - 7" 35' - 0 1/4"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:36:31 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.2.10 UNIT B0 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 1/4" = 1'-0"1 UNIT B0 - DIMENSION PLAN SCALE: 1/4" = 1'-0"4 UNIT B0 - REFERENCE PLAN SCALE: 1/4" = 1'-0"5 UNIT B0 - ACCESSIBILITY PLAN CLEAR FLOOR SPACE LEGEND UNIT PLAN - F.H.A. & 521 CMR NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIMENSIONS ON THIS SHEET ARE INCLUDED FOR REFERENCE ONLY IN ORDER TO ILLUSTRATE THE MINIMUM REQUIRED CLEARANCES. REFER TO UNIT PLAN SHEETS (A3 SERIES) FOR ALL CONSTRUCTION DIMENSIONS, INTERIOR ELEVATIONS AND ALL ADDITIONAL UNIT PLAN NOTES. REFER TO SHEETS A2.4.1 FOR ADDITIONAL INFORMATION ON FAIR HOUSING REQUIREMENTS. THE ACCESSIBILITY PLANS ILLUSTRATE THE MINIMUM REQUIRED PASSAGE CLEARANCES AND CLEAR FLOOR SPACE AT APPLIANCES, AND PLUMBING FIXTURES PER THE FAIR HOUSING ACT DESIGN MANUAL (FHADM) TOGETHER WITH 521 CMR FOR GROUP 2 UNITS. THE SPECIFIC APPLICABLE (FHADM) CHAPTERS ARE 3,4,6 AND 7. IN ALL CASES, THE ACTUAL CLEARANCES PROVIDED SHALL EXCEED THE MINIMUM REQUIREMENTS ILLUSTRATED ON THE ACCESSIBILITY PLANS. ALL KITCHEN AND BATHROOM LAYOUTS WERE DESIGNED BASED ON AN APPLIANCE AND PLUMBING PACKAGE PROVIDED TO ARCHITECT BY OWNER. THE CONTRACTOR SHALL VERIFY APPLIANCE AND PLUMBING PACKAGE IS STILL APPLICABLE WITH OWNER. PROVIDE FINISHED END PANEL WHEN KNEESPACE IS ADJACENT TO AN APPLIANCE OR ANOTHER BASE CABINET. AT KNEESPACE ADJACENT TO A WALL, EXTEND FLOOR FINISH AND WALL FINISH INTO KNEESPACE. BLOCKING SHALL BE PROVIDED FOR GRAB BARS AT ALL TOILETS, TUBS & SHOWERS PER DRAWINGS. PLEASE REFER TO SHEETS A2.4.1 & A2.4.3 FOR MORE INFORMATION. ALL COUNTER TOP OVERHANGS SHALL BE 1- 1/2" MAX BEYOND FACE OF BASE CABINETS U.N.O. ALL MOUNTING HEIGHTS AT ALL SWITCHES, ENVIRONMENTAL CONTROLS, RECEPTACLES, ETC. SHALL MEET THE REQUIREMENTS OF FHA. ALL UNIT ENTRY DOORS SHALL HAVE BARRIER FREE THRESHOLDS AND LEVER TYPE HARDWARE. PROVIDE BARRIER FREE TRANSITIONS AT ALL FINISH FLOOR CHANGES WITHIN UNITS. REFER TO SHEETS A2.4.2 - A2.4.4 FOR 521 C.M.R. SECTIONS - (MASSACHUSETTS RULES & REGULATIONS) FOR ADDITIONAL GROUP 1 & 2 UNIT REQUIREMENTS. IF ANY DIMENSIONS DISCREPANCIES BETWEEN THIS SHEET AND THE A3 SERIES DIMENSIONED PLANS EXIST FOR THE MINIMUM CLEARANCES REQUIRED PER FHA OR 521 CMR, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT. ELECTRICAL FIXTURE LEGEND CEILING MOUNTED LIGHT SHOWER/TUB SURFACE MOUNTED DISK W/PULL CHAIN WALL SCONCE BEDROOM FAN/LIGHT NOTE: REFER TO MEP LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION ON LIGHTS AND FANS. WAPUA UE PC UV3 UV4 UF WIRELESS ACCESS POINT EXHAUST SUPPLY WALL LOUVER LOAD CENTER SCALE: 1/4" = 1'-0"7 UNIT B0 - REFLECTED CEILING PLAN LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 SCALE: 1/4" = 1'-0"2 UNIT B0 - PARTIAL DIM. PLAN @ SLIDING DOOR SCALE: 1/4" = 1'-0"3 UNIT B0 - PARTIAL DIM. PLAN @ SLIDING DOORS 1 1 03/13/2026 OWNER REVISIONS UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 1,160 S.F. UNIT B1 2 BEDROOM 2 BATH 0STUDY NUMBER OF UNITS: 28 1,160 S.F. 0 S.F. 1,160 S.F. 0 S.F. 0 S.F.32' - 8"12' - 6"3' - 0"7' - 11 1/2"9' - 2 1/2"35' - 2" 9' - 5 1/2"11' - 9"2' - 0"3' - 10"8' - 1 1/2"32' - 8"9' - 11"9' - 7"13' - 2"35' - 2" 12' - 0"11' - 7"11' - 7" 4' - 6"1' - 10 1/2"3' - 1"13' - 9"2' - 3" 3' - 5" 1' - 9 1/2"4' - 6"1' - 11"2' - 1"5' - 7"11' - 0 1/2"2' - 1 1/2"2' - 4"3' - 0 1/2"3' - 4"10' - 9 1/2"12' - 6"1' - 10"1' - 9 1/2"2' - 10 1/2"3' - 0"1' - 7 1/2"1' - 10 1/2"3' - 8 1/2"3' - 5 1/2"4' - 6" 1' - 9 1/2" 2' - 7"3' - 1 1/2"11' - 7" 2' - 1 1/2" 3' - 2" 1' - 9 1/2" 2' - 1"2' - 5"1' - 7 1/2"1' - 4 1/2"3' - 7 1/2"5' - 10 1/2"1' - 5 1/2"1' - 10" 7" 2' - 6 1/2"1' - 4 1/2"3' - 4"10 1/2"-REFER TO ACCESSIBILITY PLANS FOR ISLAND LOCATIONS. -REFER TO BUILDING PLANS / ELEVATIONS FOR DOORS & WINDOWS LOCATION. 6' - 3 1/2"5' - 8 1/2"5' - 3 1/2"6' - 3 1/2" A3.2.20 2 A3.2.20 3 1 W.I.C. 1 W.I.C. 1 BATH 2 1 BEDROOM 2 1 LIVING/DINING 1 ENTRY 1 KITCHEN 1 BATH 1 1 BEDROOM 1 1 UTILITY 2R2S 12" 4S2R2S18" 4S18" 4S12" 4S2R2S 2R2S18" 4S23 22 1R1S1R2S1R2S2 MECH U1 U3 U3 U4 U3 U8 U4 U6 U3 U3 U3 U3 U5 U3 1SDRYER/WASHER1 4 7 6 5 1 5 7 6 1 COATS 1 PAN. 4 LIN.LIN.A3.4.01 1 A3.4.01 7 A3.4.01 7 A3.4.00 4 A3.4.00 1 A3.4.00 5 A3.4.01 9 30" RANGE 24" DWREF.MOVEABLE ISLAND18 MAX 24" DEEP MAX 24" DEEP MAX 24" DEEP B EX PUSHI SIDE 12" MIN. CLR. PULL SIDE 18" MIN. CLR.48" MIN. CLR.60" MIN. CLR.REMOVABLE ISLAND40" MIN. CLR.3' - 6"36" MIN 4' - 4 7/8" 40" MIN. CLR. 3' - 5" A MIN.24"MIN.36"MIN. 12"MIN. 36" MIN. 12" 60" MIN.2' - 6"4' - 0" SPEC. "A" BATH T-SHAPE TURNING SPACE 30" x 48" MINIMUM CLEAR FLOOR SPACE 60" DIAMETER TURNING CIRCLE Ø 5' - 0" 33" MIN.24" MAX.48" MIN.56" MIN.MAX. 18" MIN. 15" 48" x 56" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY PERPENDICULAR APPROACH 72" MIN.60" MIN. MIN. 18" FORWARD APPROACH PERPENDICULAR APPROACH 33" MIN.24" MAX.48" MIN.66" MIN.MAX. 18" MIN. 15" 48" x 66" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY FORWARD APPROACH (G2 UNITS ONLY) 60" x 72" CLEAR FLOOR SPACE WITH NO OVERLAPPING LAVATORY -INDICATES BLOCKING IN WALLS FOR GRAB BARS RE: SHEET A2.4.1 FOR MORE INFORMATION 40" MIN.FACE OF FINISH TO FACE OF LEADING EDGE OF COUNTERISLAND LEADING EDGE OF COUNTER TOP FACE OF FINISH MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER 40" MIN.FACE OF APPLIANCE TO LEADING EDGE OF COUNTER TOP40" MIN.LEADING EDGE OF COUNTER TOP TO LEADING EDGE OF COUNTER TOP MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER & APPLIANCE TO COUNTER B SPEC. "B" BATH EX EXEMPT BATH 2' - 6"6' - 0" (G2 UNITS ONLY) 30" x 72" MINIMUM CLEAR FLOOR SPACE AT TUB EQ EQEQEQ 2' - 10"5' - 8"3' - 1"EQ EQ EQEQ4' - 2"5' - 6"8' - 4"5' - 1"5' - 8"3' - 0"EQ EQ EQEQ4' - 7 1/2"5' - 8"3' - 0"EQ EQ EQEQEQEQEQ EQ EQ EQ EQEQF.O. GYP2' - 6"F.O. GYP.1' - 4"3' - 6"UA UV3 WAP EQEQUV3 UV4 UA UAUA UA UA UAUA UA UA UFUF UE UE UAUA EQEQPC LC EQEQFOR ADDITIONAL INFORMATION REFER TO UNIT B1 DIMENSION & REFERENCE PLANS 12' - 0"11' - 7"11' - 7" 35' - 2" 1' - 9 1/2"7' - 8"11' - 9"2' - 0"3' - 10"8' - 1 1/2"4' - 2"5' - 9"35' - 2"9' - 11"FOR ADDITIONAL INFORMATION REFER TO UNIT B1 DIMENSION & REFERENCE PLANS 4' - 6"1' - 10 1/2"3' - 1" UNIT B1 #1109 -BDLG. #1 UNIT B1 #3107 -BLDG #3 UNIT B1 AREA = 1,150 S.F. G.C. TO INSTALL 5/8" QUIET ROCK BETWEEN UNIT AND ELEVATOR CONTROL ROOM EQ EQ EQEQUA © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:36:38 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.2.20 UNIT B1 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 1/4" = 1'-0"1 UNIT B1 - DIMENSION PLAN SCALE: 1/4" = 1'-0"5 UNIT B1 - REFERENCE PLAN SCALE: 1/4" = 1'-0"4 UNIT B1 - ACCESSIBILITY PLAN CLEAR FLOOR SPACE LEGEND UNIT PLAN - F.H.A. & 521 CMR NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIMENSIONS ON THIS SHEET ARE INCLUDED FOR REFERENCE ONLY IN ORDER TO ILLUSTRATE THE MINIMUM REQUIRED CLEARANCES. REFER TO UNIT PLAN SHEETS (A3 SERIES) FOR ALL CONSTRUCTION DIMENSIONS, INTERIOR ELEVATIONS AND ALL ADDITIONAL UNIT PLAN NOTES. REFER TO SHEETS A2.4.1 FOR ADDITIONAL INFORMATION ON FAIR HOUSING REQUIREMENTS. THE ACCESSIBILITY PLANS ILLUSTRATE THE MINIMUM REQUIRED PASSAGE CLEARANCES AND CLEAR FLOOR SPACE AT APPLIANCES, AND PLUMBING FIXTURES PER THE FAIR HOUSING ACT DESIGN MANUAL (FHADM) TOGETHER WITH 521 CMR FOR GROUP 2 UNITS. THE SPECIFIC APPLICABLE (FHADM) CHAPTERS ARE 3,4,6 AND 7. IN ALL CASES, THE ACTUAL CLEARANCES PROVIDED SHALL EXCEED THE MINIMUM REQUIREMENTS ILLUSTRATED ON THE ACCESSIBILITY PLANS. ALL KITCHEN AND BATHROOM LAYOUTS WERE DESIGNED BASED ON AN APPLIANCE AND PLUMBING PACKAGE PROVIDED TO ARCHITECT BY OWNER. THE CONTRACTOR SHALL VERIFY APPLIANCE AND PLUMBING PACKAGE IS STILL APPLICABLE WITH OWNER. PROVIDE FINISHED END PANEL WHEN KNEESPACE IS ADJACENT TO AN APPLIANCE OR ANOTHER BASE CABINET. AT KNEESPACE ADJACENT TO A WALL, EXTEND FLOOR FINISH AND WALL FINISH INTO KNEESPACE. BLOCKING SHALL BE PROVIDED FOR GRAB BARS AT ALL TOILETS, TUBS & SHOWERS PER DRAWINGS. PLEASE REFER TO SHEETS A2.4.1 & A2.4.3 FOR MORE INFORMATION. ALL COUNTER TOP OVERHANGS SHALL BE 1- 1/2" MAX BEYOND FACE OF BASE CABINETS U.N.O. ALL MOUNTING HEIGHTS AT ALL SWITCHES, ENVIRONMENTAL CONTROLS, RECEPTACLES, ETC. SHALL MEET THE REQUIREMENTS OF FHA. ALL UNIT ENTRY DOORS SHALL HAVE BARRIER FREE THRESHOLDS AND LEVER TYPE HARDWARE. PROVIDE BARRIER FREE TRANSITIONS AT ALL FINISH FLOOR CHANGES WITHIN UNITS. REFER TO SHEETS A2.4.2 - A2.4.4 FOR 521 C.M.R. SECTIONS - (MASSACHUSETTS RULES & REGULATIONS) FOR ADDITIONAL GROUP 1 & 2 UNIT REQUIREMENTS. IF ANY DIMENSIONS DISCREPANCIES BETWEEN THIS SHEET AND THE A3 SERIES DIMENSIONED PLANS EXIST FOR THE MINIMUM CLEARANCES REQUIRED PER FHA OR 521 CMR, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT. ELECTRICAL FIXTURE LEGEND CEILING MOUNTED LIGHT SHOWER/TUB SURFACE MOUNTED DISK W/PULL CHAIN WALL SCONCE BEDROOM FAN/LIGHT NOTE: REFER TO MEP LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION ON LIGHTS AND FANS. WAPUA UE PC UV3 UV4 UF WIRELESS ACCESS POINT EXHAUST SUPPLY WALL LOUVER LOAD CENTER SCALE: 1/4" = 1'-0"7 UNIT B1 - REFLECTED CEILING PLAN LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 SCALE: 1/4" = 1'-0"2 UNIT B1 - PARTIAL DIM. PLAN @ SLIDING DOORS SCALE: 1/4" = 1'-0"3 UNIT B1 ALT - PARTIAL DIM. PLAN SCALE: 1/4" = 1'-0"6 UNIT B1 ALT - PARTIAL REFLECTED CEILING PLAN 1 1 1 1 1 03/13/2026 OWNER REVISIONS A MIN.24"MIN.36"MIN. 12"MIN. 36" MIN. 12" 60" MIN.2' - 6"4' - 0" SPEC. "A" BATH T-SHAPE TURNING SPACE 30" x 48" MINIMUM CLEAR FLOOR SPACE 60" DIAMETER TURNING CIRCLE Ø 5' - 0" 33" MIN.24" MAX.48" MIN.56" MIN.MAX. 18" MIN. 15" 48" x 56" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY PERPENDICULAR APPROACH 72" MIN.60" MIN. MIN. 18" FORWARD APPROACH PERPENDICULAR APPROACH 33" MIN.24" MAX.48" MIN.66" MIN.MAX. 18" MIN. 15" 48" x 66" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY FORWARD APPROACH (G2 UNITS ONLY) 60" x 72" CLEAR FLOOR SPACE WITH NO OVERLAPPING LAVATORY -INDICATES BLOCKING IN WALLS FOR GRAB BARS RE: SHEET A2.4.1 FOR MORE INFORMATION 40" MIN.FACE OF FINISH TO FACE OF LEADING EDGE OF COUNTERISLAND LEADING EDGE OF COUNTER TOP FACE OF FINISH MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER 40" MIN.FACE OF APPLIANCE TO LEADING EDGE OF COUNTER TOP40" MIN.LEADING EDGE OF COUNTER TOP TO LEADING EDGE OF COUNTER TOP MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER & APPLIANCE TO COUNTER B SPEC. "B" BATH EX EXEMPT BATH 2' - 6"6' - 0" (G2 UNITS ONLY) 30" x 72" MINIMUM CLEAR FLOOR SPACE AT TUB EQ EQ 4' - 7 1/2"5' - 8"3' - 7 1/2"4' - 2 1/4"4' - 4 1/4"4' - 2"5' - 6"6' - 8"5' - 1"5' - 8"4' - 8"EQEQEQ EQEQ5' - 8"EQEQEQEQEQEQEQ EQ EQ F.O. GYP.2' - 5 1/2"WAP EQEQUA UEUV3 UV4 UA UA UAUA UA UA UA UA UA UA UF UF UE UA EQEQPC UV3 3' - 0"F.O. GYP.1' - 7"EQEQEQ EQ EQ EQ EQEQLC EQEQEQ EQ 48" MIN. CLR.PUSH SIDE 12" MIN. CLR. PULL SIDE 18" MIN. CLR.60" MIN. CLR.REMOVABLE CABINETS MOVABLE ISLAND MAX. 24" DEEP REMOVABLE CABINET GRAB BARS INSTALLED AS ADAPTED PER 521 CMR 44.00 AFTER INITIAL CONSTRUCTION HATCH REPRESENTS BLOCKING FOR GRAB BARS DURING INITIAL CONSTRUCTION, TYP. BARRIER FREE THRESHOLDINSTALL ROD AND SHELF PER SHEET A2.4.3 INSTALL ROD AND SHELF PER SHEET A2.4.3 BB REMOVABLE CABINET36" MIN. CLR.3' - 7 3/4"CUTTING BOARD 40" MIN. CLR. 3' - 11" 36" MIN. CLR. 4' - 0 3/4" GRAB BARS INSTALLED AS ADAPTED PER 521 CMR 44.00 AFTER INITIAL CONSTRUCTION 1 W.I.C. 1 BATH 2 1 BEDROOM 2 1 LIVING/DINING 1 BEDROOM 1 1 BATH 1 1 W.I.C. 1 KITCHEN 1 ENTRY 1 UTILITY 1 COATS 2 MECH.12" 4S1R2SREF.12" 4S1SWASHER/DRYERL1884 U1 U2 U2 U2 U4 U2 U2 U2 U4 U6 23 22 4 67 4 7D.W.A3.4.02 1 COOK TOPOVENA3.4.02 9 A3.4.02 15 A3.4.02 4 A3.4.02 11 A3.4.02 13 1R2S6 2R2S 2R2S2R2S 2R2S1R2S18 1 5 5 L1884 25 MOVEABLE ISLANDU2 35' - 2" 10' - 2"4' - 1"3' - 4"4' - 4"2' - 2"3' - 9"7' - 4"9' - 3 1/2"10' - 2"13' - 2 1/2"32' - 8"32' - 8"6' - 8"11' - 10"14' - 2"12' - 0"12' - 6 1/2"10' - 7 1/2" 35' - 2" 5' - 0"1' - 6"3' - 8" 6' - 6"2' - 11" 9" 1' - 10"5' - 7"5' - 3"1' - 0"14' - 6 1/2"2' - 2"1' - 9 1/2"2' - 3"11' - 11"7' - 6"1' - 11"2' - 7"11' - 1" 1' - 5 1/2" 4' - 4 1/2"6' - 3"2' - 9 1/2"3' - 5"3' - 1 1/2"1' - 6"1' - 6"2' - 2"1' - 10 1/2"5' - 10 1/2"1' - 11 1/2"11' - 3"6 1/2"3' - 7"8' - 6" UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 1,160 S.F. UNIT B1-G2 2 BEDROOM 2 BATH 0STUDY NUMBER OF UNITS: 3 1,160 S.F. 0 S.F. 1,160 S.F. 0 S.F. 0 S.F. 6 -REFER TO ACCESSIBILITY PLANS FOR ISLAND LOCATIONS. -REFER TO BUILDING PLANS / ELEVATIONS FOR SLIDER & R&J LOCATIONS. 1' - 11"5' - 5" 1' - 0"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:36:45 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.2.21 UNIT B1G2 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET CLEAR FLOOR SPACE LEGEND UNIT PLAN - F.H.A. & 521 CMR NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIMENSIONS ON THIS SHEET ARE INCLUDED FOR REFERENCE ONLY IN ORDER TO ILLUSTRATE THE MINIMUM REQUIRED CLEARANCES. REFER TO UNIT PLAN SHEETS (A3 SERIES) FOR ALL CONSTRUCTION DIMENSIONS, INTERIOR ELEVATIONS AND ALL ADDITIONAL UNIT PLAN NOTES. REFER TO SHEETS A2.4.1 FOR ADDITIONAL INFORMATION ON FAIR HOUSING REQUIREMENTS. THE ACCESSIBILITY PLANS ILLUSTRATE THE MINIMUM REQUIRED PASSAGE CLEARANCES AND CLEAR FLOOR SPACE AT APPLIANCES, AND PLUMBING FIXTURES PER THE FAIR HOUSING ACT DESIGN MANUAL (FHADM) TOGETHER WITH 521 CMR FOR GROUP 2 UNITS. THE SPECIFIC APPLICABLE (FHADM) CHAPTERS ARE 3,4,6 AND 7. IN ALL CASES, THE ACTUAL CLEARANCES PROVIDED SHALL EXCEED THE MINIMUM REQUIREMENTS ILLUSTRATED ON THE ACCESSIBILITY PLANS. ALL KITCHEN AND BATHROOM LAYOUTS WERE DESIGNED BASED ON AN APPLIANCE AND PLUMBING PACKAGE PROVIDED TO ARCHITECT BY OWNER. THE CONTRACTOR SHALL VERIFY APPLIANCE AND PLUMBING PACKAGE IS STILL APPLICABLE WITH OWNER. PROVIDE FINISHED END PANEL WHEN KNEESPACE IS ADJACENT TO AN APPLIANCE OR ANOTHER BASE CABINET. AT KNEESPACE ADJACENT TO A WALL, EXTEND FLOOR FINISH AND WALL FINISH INTO KNEESPACE. BLOCKING SHALL BE PROVIDED FOR GRAB BARS AT ALL TOILETS, TUBS & SHOWERS PER DRAWINGS. PLEASE REFER TO SHEETS A2.4.1 & A2.4.3 FOR MORE INFORMATION. ALL COUNTER TOP OVERHANGS SHALL BE 1- 1/2" MAX BEYOND FACE OF BASE CABINETS U.N.O. ALL MOUNTING HEIGHTS AT ALL SWITCHES, ENVIRONMENTAL CONTROLS, RECEPTACLES, ETC. SHALL MEET THE REQUIREMENTS OF FHA. ALL UNIT ENTRY DOORS SHALL HAVE BARRIER FREE THRESHOLDS AND LEVER TYPE HARDWARE. PROVIDE BARRIER FREE TRANSITIONS AT ALL FINISH FLOOR CHANGES WITHIN UNITS. REFER TO SHEETS A2.4.2 - A2.4.4 FOR 521 C.M.R. SECTIONS - (MASSACHUSETTS RULES & REGULATIONS) FOR ADDITIONAL GROUP 1 & 2 UNIT REQUIREMENTS. IF ANY DIMENSIONS DISCREPANCIES BETWEEN THIS SHEET AND THE A3 SERIES DIMENSIONED PLANS EXIST FOR THE MINIMUM CLEARANCES REQUIRED PER FHA OR 521 CMR, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT. ELECTRICAL FIXTURE LEGEND CEILING MOUNTED LIGHT SHOWER/TUB SURFACE MOUNTED DISK W/PULL CHAIN WALL SCONCE BEDROOM FAN/LIGHT NOTE: REFER TO MEP LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION ON LIGHTS AND FANS. WAPUA UE PC UV3 UV4 UF WIRELESS ACCESS POINT EXHAUST SUPPLY WALL LOUVER LOAD CENTER LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 SCALE: 1/4" = 1'-0"4 UNIT B1G2 - REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0"3 UNIT B1G2 - ACCESSIBILITY PLAN SCALE: 1/4" = 1'-0"2 UNIT B1G2 - REFERENCE PLAN SCALE: 1/4" = 1'-0"1 UNIT B1G2 - DIMENSION PLAN B1-G2 @ LVLS 2-4 AT BLDG. #2, #4, #5 1 1 03/13/2026 OWNER REVISIONSA 01/26/2026 PERMIT REVISIONS 42' - 6 1/2" 14' - 4 1/2"28' - 2" 6' - 7"3' - 2 1/2"2' - 0"2' - 7"6' - 4 1/2"9' - 7"12' - 2 1/2"32' - 6"1' - 6"31' - 0"7' - 6 1/2"7' - 11 1/2"3' - 3"12' - 3"42' - 6 1/2" 11' - 11 1/2"18' - 7"12' - 0"32' - 6"2' - 2 1/2"25' - 11"4' - 4 1/2"12' - 8 1/2"13' - 2 1/2"3' - 1"3' - 7 1/2"4' - 6"2' - 1"1' - 6"1' - 9"2' - 6 1/2"6' - 3"1' - 6"2' - 0"2' - 10"3' - 3"1' - 10"10' - 4 1/2"2' - 3 1/2"3' - 4"10' - 9 1/2"4 1/2"5' - 7"3' - 8"2' - 3 1/2" 1' - 10 1/2" 1' - 11"3' - 10"3' - 1"1' - 9"4' - 6 1/2"8' - 7"3' - 9"3 1/2"1' - 10"1' - 9"3' - 5"1' - 11"3' - 2 1/2"3' - 5"3' - 7"UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 1,272 S.F. UNIT B2 2 BEDROOM 2 BATH 0STUDY NUMBER OF UNITS: 35 1,272 S.F. 0 S.F. 1,272 S.F. 0 S.F. 0 S.F.3' - 3 1/2"1' - 0 1/2"1' - 1" 1' - 4 1/2" 3' - 11" 1' - 10"2' - 2"5' - 7"1' - 3 1/2"2' - 6 1/2"1' - 8"1' - 5"1' - 9"4' - 6 1/2"3' - 6 1/2"4' - 7 1/2"12' - 7 1/2"6' - 8"64 -REFER TO ACCESSIBILITY PLANS FOR ISLAND LOCATIONS. -REFER TO BUILDING PLANS / ELEVATIONS FOR SLIDER & R&J LOCATIONS. 1 3 5 ° 135°135°A3.2.30 2 A3.2.30 3 U1 U6 U3 U3 U5 U3 U3 U3 U3 U3 U3 U3 U6 U4 18" 4S 12" 4S1R1S2R2S2R2S1R1S 18" 4S12" 4S 12" 4S1R2S12" 4S1 W.I.C. 1 ENTRY 1 BATH 2 1 W.I.C. 1 BATH 1 1 BEDROOM 1 1 LIVING/DINING 1 KITCHEN1 BEDROOM 2 1 PAN.COATSLIN.2 MECH 1 UTILITY 22 23 A3.4.00 4 A3.4.00 1 A3.4.01 1 4 6 5 1 7 1S 2 7 546 LIN. WASHER/DRYER 8 A3.4.01 7 A3.4.01 11 A3.4.00 5 A3.4.01 9 2R2S2R2S REF.24" DW30" RANGE MOVEABLE ISLAND18 W1.1a ELECTRIC METERSFOR ADDITIONAL INFORMATION REFER TO UNIT B2 DIMENSION & REFERENCE PLANS FOR ELECTRIC METERS LOCATION REFER TO BULDING PLANS FOR ADDITIONAL INFORMATION REFER TO UNIT B2 DIMENSION & REFERENCE PLANS 12' - 0"18' - 7"11' - 11 1/2" 42' - 6 1/2"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:36:50 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.2.30 UNIT B2 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 1/4" = 1'-0"1 UNIT B2 - DIMENSION PLAN SCALE: 1/4" = 1'-0"4 UNIT B2 - REFERENCE PLAN LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 SCALE: 1/4" = 1'-0"3 UNIT B2 - LEVEL 1 AT METERS SCALE: 1/4" = 1'-0"2 UNIT B2 - PARTIAL DIM. PLAN @ SLIDING DOOR A MIN.24"MIN.36"MIN. 12"MIN. 36" MIN. 12" 60" MIN.2' - 6"4' - 0" SPEC. "A" BATH T-SHAPE TURNING SPACE 30" x 48" MINIMUM CLEAR FLOOR SPACE 60" DIAMETER TURNING CIRCLE Ø 5' - 0" 33" MIN.24" MAX.48" MIN.56" MIN.MAX. 18" MIN. 15" 48" x 56" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY PERPENDICULAR APPROACH 72" MIN.60" MIN. MIN. 18" FORWARD APPROACH PERPENDICULAR APPROACH 33" MIN.24" MAX.48" MIN.66" MIN.MAX. 18" MIN. 15" 48" x 66" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY FORWARD APPROACH (G2 UNITS ONLY) 60" x 72" CLEAR FLOOR SPACE WITH NO OVERLAPPING LAVATORY -INDICATES BLOCKING IN WALLS FOR GRAB BARS RE: SHEET A2.4.1 FOR MORE INFORMATION 40" MIN.FACE OF FINISH TO FACE OF LEADING EDGE OF COUNTERISLAND LEADING EDGE OF COUNTER TOP FACE OF FINISH MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER 40" MIN.FACE OF APPLIANCE TO LEADING EDGE OF COUNTER TOP40" MIN.LEADING EDGE OF COUNTER TOP TO LEADING EDGE OF COUNTER TOP MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER & APPLIANCE TO COUNTER B SPEC. "B" BATH EX EXEMPT BATH 2' - 6"6' - 0" (G2 UNITS ONLY) 30" x 72" MINIMUM CLEAR FLOOR SPACE AT TUB MAX. 24" DEEP B EX MOVEABLE ISLAND UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 1,272 S.F. UNIT B2 2 BEDROOM 2 BATH 0STUDY NUMBER OF UNITS: 35 1,272 S.F. 0 S.F. 1,272 S.F. 0 S.F. 0 S.F.48" MIN. CLR.60" MIN. CLR.PUSH SIDE 12" MIN. CLR. PULL SIDE 18" MIN. CLR.36" MIN. CLR.3' - 6 3/4"36" MIN. CLR.3' - 5 3/4"64 40" MIN. CLR.3' - 5 1/4"40" MIN. CLR. 3' - 5"EQEQEQ EQ EQEQEQ EQ EQ EQ EQEQEQEQ3' - 0"3' - 6 1/2"EQ EQ 3' - 0"EQEQ1' - 9 1/2"3' - 8 1/2"10 1/2"EQ6' - 2 3/4"EQ5' - 0"5' - 0"3' - 9"4' - 6 1/2"6' - 9"7' - 6"7' - 0"3' - 9 1/2"6' - 0"3' - 6" F.O. GYP. 1' - 4"EQEQWAP EQ EQ UA UV3 UV4 F.O. GYP.2' - 6"UA UA UA UE UA UE UA UF UA UAUA UAUA UA UAUA UA UA UF UV3 1' - 5 1/4"1' - 7 1/4" PC LC EQEQEQ EQ © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:36:53 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.2.31 UNIT B2 ACCESSIBILITY AND REFLECTED CEILING PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026CLEAR FLOOR SPACE LEGEND UNIT PLAN - F.H.A. & 521 CMR NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIMENSIONS ON THIS SHEET ARE INCLUDED FOR REFERENCE ONLY IN ORDER TO ILLUSTRATE THE MINIMUM REQUIRED CLEARANCES. REFER TO UNIT PLAN SHEETS (A3 SERIES) FOR ALL CONSTRUCTION DIMENSIONS, INTERIOR ELEVATIONS AND ALL ADDITIONAL UNIT PLAN NOTES. REFER TO SHEETS A2.4.1 FOR ADDITIONAL INFORMATION ON FAIR HOUSING REQUIREMENTS. THE ACCESSIBILITY PLANS ILLUSTRATE THE MINIMUM REQUIRED PASSAGE CLEARANCES AND CLEAR FLOOR SPACE AT APPLIANCES, AND PLUMBING FIXTURES PER THE FAIR HOUSING ACT DESIGN MANUAL (FHADM) TOGETHER WITH 521 CMR FOR GROUP 2 UNITS. THE SPECIFIC APPLICABLE (FHADM) CHAPTERS ARE 3,4,6 AND 7. IN ALL CASES, THE ACTUAL CLEARANCES PROVIDED SHALL EXCEED THE MINIMUM REQUIREMENTS ILLUSTRATED ON THE ACCESSIBILITY PLANS. ALL KITCHEN AND BATHROOM LAYOUTS WERE DESIGNED BASED ON AN APPLIANCE AND PLUMBING PACKAGE PROVIDED TO ARCHITECT BY OWNER. THE CONTRACTOR SHALL VERIFY APPLIANCE AND PLUMBING PACKAGE IS STILL APPLICABLE WITH OWNER. PROVIDE FINISHED END PANEL WHEN KNEESPACE IS ADJACENT TO AN APPLIANCE OR ANOTHER BASE CABINET. AT KNEESPACE ADJACENT TO A WALL, EXTEND FLOOR FINISH AND WALL FINISH INTO KNEESPACE. BLOCKING SHALL BE PROVIDED FOR GRAB BARS AT ALL TOILETS, TUBS & SHOWERS PER DRAWINGS. PLEASE REFER TO SHEETS A2.4.1 & A2.4.3 FOR MORE INFORMATION. ALL COUNTER TOP OVERHANGS SHALL BE 1- 1/2" MAX BEYOND FACE OF BASE CABINETS U.N.O. ALL MOUNTING HEIGHTS AT ALL SWITCHES, ENVIRONMENTAL CONTROLS, RECEPTACLES, ETC. SHALL MEET THE REQUIREMENTS OF FHA. ALL UNIT ENTRY DOORS SHALL HAVE BARRIER FREE THRESHOLDS AND LEVER TYPE HARDWARE. PROVIDE BARRIER FREE TRANSITIONS AT ALL FINISH FLOOR CHANGES WITHIN UNITS. REFER TO SHEETS A2.4.2 - A2.4.4 FOR 521 C.M.R. SECTIONS - (MASSACHUSETTS RULES & REGULATIONS) FOR ADDITIONAL GROUP 1 & 2 UNIT REQUIREMENTS. IF ANY DIMENSIONS DISCREPANCIES BETWEEN THIS SHEET AND THE A3 SERIES DIMENSIONED PLANS EXIST FOR THE MINIMUM CLEARANCES REQUIRED PER FHA OR 521 CMR, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT. ELECTRICAL FIXTURE LEGEND CEILING MOUNTED LIGHT SHOWER/TUB SURFACE MOUNTED DISK W/PULL CHAIN WALL SCONCE BEDROOM FAN/LIGHT NOTE: REFER TO MEP LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION ON LIGHTS AND FANS. WAPUA UE PC UV3 UV4 UF WIRELESS ACCESS POINT EXHAUST SUPPLY WALL LOUVER LOAD CENTER UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 1/4" = 1'-0"1 UNIT B2 - ACCESSIBILITY PLAN SCALE: 1/4" = 1'-0"2 UNIT B2 - REFLECTED CEILING PLAN LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 43' - 8 1/2" 27' - 9 1/2"15' - 11" 12' - 3"6' - 3"9' - 3 1/2"3' - 5 1/2"2' - 0"2' - 7"7' - 10 1/2"35' - 1"31' - 0"4' - 1"43' - 8 1/2" 12' - 3"20' - 2"11' - 3 1/2" 3' - 8 1/2"2' - 3"4' - 6" 7' - 10"4' - 5"35' - 1"31' - 0"4' - 1"8' - 5"9' - 7"13' - 0"2' - 2"30' - 3"2' - 8"35' - 1"11' - 5 1/2"6' - 6 1/2"12' - 3"3' - 6"3' - 7 1/2"6' - 10 1/2"3' - 1"2' - 5"1' - 8 1/2"1' - 7"2' - 1"1' - 10"5' - 3 1/2"2' - 1 1/2"10' - 10 1/2"4' - 1"2' - 6 1/2"4' - 0"11' - 7 1/2" 7 1/2" 5 1/2" 5' - 7 1/2" 13' - 7 1/2" 3 1/2" 2"11' - 3 1/2"5' - 6"2' - 11"4 1/2"3' - 11"5' - 1 1/2"2"UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 1,417 S.F. UNIT C1 3 BEDROOM 2 BATH 0STUDY NUMBER OF UNITS: 22 1,417 S.F. 0 S.F. 1,417 S.F. 0 S.F. 0 S.F.10' - 7 1/2"3' - 4 1/2"4' - 0"14' - 11"2' - 3 1/2" 2' - 1 1/2"1' - 11 1/2" 4' - 1 1/2" 2" 5' - 8 1/2"2' - 1 1/2" 1' - 11 1/2" 2' - 1 1/2" 1' - 10"2' - 0" 2' - 7"2' - 8 1/2"9' - 6 1/2"1' - 7 1/2"1' - 7"8' - 1"3' - 7 1/2"1' - 3 1/2" 3' - 4 1/2"2' - 7"4' - 6" -REFER TO ACCESSIBILITY PLANS FOR ISLAND LOCATIONS. -REFER TO BUILDING PLANS / ELEVATIONS FOR DOORS & WINDOWS LOCATION. 15 7' - 10"3' - 9 1/2"6' - 8 1/2" 1' - 1 1/2" 6' - 9" A3.3.10 2 A3.3.10 3 U1 U8 U3U5 U4 U3 U3 U3 U3 U3 U3 U3 U3 U3 18" 4S12" 4S 12" 4S 1R1SA3.4.00 1 1 BEDROOM 3 1 BEDROOM 2 1 LIVING/DINING 1 BEDROOM 1 1 BATH 2 1 W.I.C. 1 UTILITY 1 KTICHEN 1 ENTRY 1 W.I.C. 1 BATH 1 2 PAN.COATS1 MECH 1 W.I.C. A3.4.01 3 A3.4.00 4 18" 4S23 1S 7 4 6 5 1 5 4 7 2 22 6 LIN.12" 4S8A3.4.01 11 A3.4.01 7 A3.4.01 9 A3.4.00 5 1R2S 2R2S2R2S 1R2S 2R2S2R2S 2R2S1R2S 2R2S30" RANGE 24" DWREF.MOVEABLE ISLAND18 ELECTRIC METERSW1.1a FOR ADDITIONAL INFORMATION REFER TO UNIT C1 DIMENSION & REFERENCE PLANS 12' - 3"20' - 2"11' - 3 1/2" 43' - 8 1/2"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:36:58 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.3.10 UNIT C1 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 1/4" = 1'-0"1 UNIT C1 - DIMENSION PLAN SCALE: 1/4" = 1'-0"4 UNIT C1 - REFERENCE PLAN LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 SCALE: 1/4" = 1'-0"3 UNIT C1 - LEVEL 1 AT METERS FOR ADDITIONAL INFORMATION REFER TO UNIT C1 DIMENSION & REFERENCE PLANS FOR ELECTRIC METERS LOCATRION REFER TO BUILDING PLANS SCALE: 1/4" = 1'-0"2 UNIT C1 - PARTIAL DIM. PLAN @ SLIDING DOOR 1 1 03/13/2026 OWNER REVISIONS A MIN.24"MIN.36"MIN. 12"MIN. 36" MIN. 12" 60" MIN.2' - 6"4' - 0" SPEC. "A" BATH T-SHAPE TURNING SPACE 30" x 48" MINIMUM CLEAR FLOOR SPACE 60" DIAMETER TURNING CIRCLE Ø 5' - 0" 33" MIN.24" MAX.48" MIN.56" MIN.MAX. 18" MIN. 15" 48" x 56" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY PERPENDICULAR APPROACH 72" MIN.60" MIN. MIN. 18" FORWARD APPROACH PERPENDICULAR APPROACH 33" MIN.24" MAX.48" MIN.66" MIN.MAX. 18" MIN. 15" 48" x 66" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY FORWARD APPROACH (G2 UNITS ONLY) 60" x 72" CLEAR FLOOR SPACE WITH NO OVERLAPPING LAVATORY -INDICATES BLOCKING IN WALLS FOR GRAB BARS RE: SHEET A2.4.1 FOR MORE INFORMATION 40" MIN.FACE OF FINISH TO FACE OF LEADING EDGE OF COUNTERISLAND LEADING EDGE OF COUNTER TOP FACE OF FINISH MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER 40" MIN.FACE OF APPLIANCE TO LEADING EDGE OF COUNTER TOP40" MIN.LEADING EDGE OF COUNTER TOP TO LEADING EDGE OF COUNTER TOP MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER & APPLIANCE TO COUNTER B SPEC. "B" BATH EX EXEMPT BATH 2' - 6"6' - 0" (G2 UNITS ONLY) 30" x 72" MINIMUM CLEAR FLOOR SPACE AT TUB MOVEABLE ISLAND MAX. 24" DEEP UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 1,417 S.F. UNIT C1 3 BEDROOM 2 BATH 0STUDY NUMBER OF UNITS: 22 1,417 S.F. 0 S.F. 1,417 S.F. 0 S.F. 0 S.F. PULL SIDE 18" MIN. CLR. PUSH SIDE 12" MIN. CLR.48" MIN. CLR.5' - 0"36" MIN. CLR.3' - 10 3/4"36" MIN. CLR. 4' - 0 1/4" MAX. 24" DEEP MAX. 24" DEEP MAX. 24" DEEP B EX. MAX. 24" DEEP 15 40" MIN. CLR.3' - 5 1/4"36" MIN. CLR. 5' - 9 3/4" 40" MIN. CLR. 3' - 5" EQ EQ5' - 5 5/8"5' - 11 3/4"EQ EQ EQ.EQ.5' - 9"5' - 9"EQEQ2' - 3"3' - 6 1/2"EQEQ4' - 2"3' - 10" 2' - 6 1/4"2' - 6"EQ.6' - 5"EQ.3' - 1 7/8"6' - 6"6' - 10"4' - 11"6' - 6"4' - 2 1/2"EQ EQ EQEQEQEQ3' - 9 1/2"6' - 5"4' - 6 1/2" 5' - 4"EQEQEQ EQ 3' - 6"F.O. GYP.1' - 4"WAPEQ EQUF UF UF UA UA UA UA UA UAUA UV4 UE UA UA UA UA UAUA UA UA UV3 UE F.O. GYP.2' - 7"3' - 1 1/2"3' - 8" UV3EQEQPC LCEQEQ EQEQ© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:37:02 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.3.11 UNIT C1 ACCESSIBILITY AND REFLECTED CEILING PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026CLEAR FLOOR SPACE LEGEND UNIT PLAN - F.H.A. & 521 CMR NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIMENSIONS ON THIS SHEET ARE INCLUDED FOR REFERENCE ONLY IN ORDER TO ILLUSTRATE THE MINIMUM REQUIRED CLEARANCES. REFER TO UNIT PLAN SHEETS (A3 SERIES) FOR ALL CONSTRUCTION DIMENSIONS, INTERIOR ELEVATIONS AND ALL ADDITIONAL UNIT PLAN NOTES. REFER TO SHEETS A2.4.1 FOR ADDITIONAL INFORMATION ON FAIR HOUSING REQUIREMENTS. THE ACCESSIBILITY PLANS ILLUSTRATE THE MINIMUM REQUIRED PASSAGE CLEARANCES AND CLEAR FLOOR SPACE AT APPLIANCES, AND PLUMBING FIXTURES PER THE FAIR HOUSING ACT DESIGN MANUAL (FHADM) TOGETHER WITH 521 CMR FOR GROUP 2 UNITS. THE SPECIFIC APPLICABLE (FHADM) CHAPTERS ARE 3,4,6 AND 7. IN ALL CASES, THE ACTUAL CLEARANCES PROVIDED SHALL EXCEED THE MINIMUM REQUIREMENTS ILLUSTRATED ON THE ACCESSIBILITY PLANS. ALL KITCHEN AND BATHROOM LAYOUTS WERE DESIGNED BASED ON AN APPLIANCE AND PLUMBING PACKAGE PROVIDED TO ARCHITECT BY OWNER. THE CONTRACTOR SHALL VERIFY APPLIANCE AND PLUMBING PACKAGE IS STILL APPLICABLE WITH OWNER. PROVIDE FINISHED END PANEL WHEN KNEESPACE IS ADJACENT TO AN APPLIANCE OR ANOTHER BASE CABINET. AT KNEESPACE ADJACENT TO A WALL, EXTEND FLOOR FINISH AND WALL FINISH INTO KNEESPACE. BLOCKING SHALL BE PROVIDED FOR GRAB BARS AT ALL TOILETS, TUBS & SHOWERS PER DRAWINGS. PLEASE REFER TO SHEETS A2.4.1 & A2.4.3 FOR MORE INFORMATION. ALL COUNTER TOP OVERHANGS SHALL BE 1- 1/2" MAX BEYOND FACE OF BASE CABINETS U.N.O. ALL MOUNTING HEIGHTS AT ALL SWITCHES, ENVIRONMENTAL CONTROLS, RECEPTACLES, ETC. SHALL MEET THE REQUIREMENTS OF FHA. ALL UNIT ENTRY DOORS SHALL HAVE BARRIER FREE THRESHOLDS AND LEVER TYPE HARDWARE. PROVIDE BARRIER FREE TRANSITIONS AT ALL FINISH FLOOR CHANGES WITHIN UNITS. REFER TO SHEETS A2.4.2 - A2.4.4 FOR 521 C.M.R. SECTIONS - (MASSACHUSETTS RULES & REGULATIONS) FOR ADDITIONAL GROUP 1 & 2 UNIT REQUIREMENTS. IF ANY DIMENSIONS DISCREPANCIES BETWEEN THIS SHEET AND THE A3 SERIES DIMENSIONED PLANS EXIST FOR THE MINIMUM CLEARANCES REQUIRED PER FHA OR 521 CMR, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT. ELECTRICAL FIXTURE LEGEND CEILING MOUNTED LIGHT SHOWER/TUB SURFACE MOUNTED DISK W/PULL CHAIN WALL SCONCE BEDROOM FAN/LIGHT NOTE: REFER TO MEP LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION ON LIGHTS AND FANS. WAPUA UE PC UV3 UV4 UF WIRELESS ACCESS POINT EXHAUST SUPPLY WALL LOUVER LOAD CENTER UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 1/4" = 1'-0"1 UNIT C1 - ACCESSIBILITY PLAN SCALE: 1/4" = 1'-0"2 UNIT C1 - REFLECTED CEILING PLAN LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 43' - 8 1/2" 27' - 9 1/2"15' - 11" 12' - 3"6' - 3"9' - 3 1/2"3' - 5 1/2"2' - 0"2' - 7"7' - 10 1/2"35' - 1"2' - 2"30' - 3"2' - 8"11' - 5 1/2"6' - 11 1/2"11' - 10"35' - 1"31' - 0"4' - 1"6' - 4 1/2"11' - 7 1/2"13' - 0"43' - 8 1/2" 12' - 3"20' - 2"11' - 3 1/2" 5' - 8 1/2" 1' - 9 1/2" 12' - 8" 7' - 8"2' - 4 1/2" 2' - 2 1/2" 1' - 11 1/2" 4' - 3 1/2"2' - 1" 3' - 11"3' - 9" 1' - 10 1/2" 1' - 11" 2' - 1 1/2" 6' - 2"12' - 2 1/2"11' - 9"3' - 10"4' - 8"6' - 3 1/2"14' - 9 1/2"3' - 7 1/2"10' - 10"3' - 8"2' - 3 1/2"8' - 6 1/2"3' - 8"3' - 4"2' - 7 1/2"3' - 1"2' - 7"2' - 0"1' - 10"1' - 5 1/2"1' - 5 1/2"5' - 10 1/2"1' - 10"10' - 10 1/2"4' - 1"9' - 3 1/2" 1' - 3 1/2" 2' - 7"2' - 11"4' - 11 1/2" 3' - 5 1/2" 1' - 10 1/2" 6' - 5" UNIT AREA STAIR & MISC. AREA TOTAL CONDITIONED PATIO/BALC. AREA STORAGE AREA TOTAL AREA 1,417 S.F. UNIT C1-G2 3 BEDROOM 2 BATH 0STUDY NUMBER OF UNITS: 2 1,417 S.F. 0 S.F. 1,417 S.F. 0 S.F. 0 S.F. 1 -REFER TO ACCESSIBILITY PLANS FOR ISLAND LOCATIONS. -REFER TO BUILDING PLANS / ELEVATIONS FOR DOORS & WINDOWS LOCATION. 11' - 5 1/2"9 1/2"5 1/2"8 1/2"2' - 10"3' - 2 1/2"2' - 7" 10 1/2" 5" 1 W.I.C. 1 ENTRY 1 KTICHEN 1 W.I.C. 1 BEDROOM 3 1 W.I.C. 1 BEDROOM 2 1 BATH 2 1 LIVING/DINING 1 BEDROOM 1 1 BATH 1 1 COATS 1 UTILITY 12" 4S 12" 4SREF.18" 4S1R1SU8 U2 U2 U2 U2 U2 U2 U2 U2 U2 U2 U5 U1 1 PANTRY 2 MECH. 1S D.W.12" 4SL1884 6 57 23 22 4 6 7 4 WASHER/DRYER A3.4.02 13 A3.4.02 11 A3.4.02 9 A3.4.02 15COOKTOPOVEN 2R2S1R2S 2R2S2R2S 2R2S 1R2S2R2S2R2S 1R2S18 5 MOVABLE ISLANDU4 1 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:37:06 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.3.12 UNIT C1G2 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 1/4" = 1'-0"1 UNIT C1G2 - DIMENSION PLAN SCALE: 1/4" = 1'-0"2 UNIT C1G2 - REFERENCE PLAN LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 C1-G2 @ LVL 4 1 1 03/13/2026 OWNER REVISIONSA 01/26/2026 PERMIT REVISIONS A MIN.24"MIN.36"MIN. 12"MIN. 36" MIN. 12" 60" MIN.2' - 6"4' - 0" SPEC. "A" BATH T-SHAPE TURNING SPACE 30" x 48" MINIMUM CLEAR FLOOR SPACE 60" DIAMETER TURNING CIRCLE Ø 5' - 0" 33" MIN.24" MAX.48" MIN.56" MIN.MAX. 18" MIN. 15" 48" x 56" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY PERPENDICULAR APPROACH 72" MIN.60" MIN. MIN. 18" FORWARD APPROACH PERPENDICULAR APPROACH 33" MIN.24" MAX.48" MIN.66" MIN.MAX. 18" MIN. 15" 48" x 66" CLEAR FLOOR SPACE WITH OVERLAPPING LAVATORY FORWARD APPROACH (G2 UNITS ONLY) 60" x 72" CLEAR FLOOR SPACE WITH NO OVERLAPPING LAVATORY -INDICATES BLOCKING IN WALLS FOR GRAB BARS RE: SHEET A2.4.1 FOR MORE INFORMATION 40" MIN.FACE OF FINISH TO FACE OF LEADING EDGE OF COUNTERISLAND LEADING EDGE OF COUNTER TOP FACE OF FINISH MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER 40" MIN.FACE OF APPLIANCE TO LEADING EDGE OF COUNTER TOP40" MIN.LEADING EDGE OF COUNTER TOP TO LEADING EDGE OF COUNTER TOP MINIMUM OPPOSING OBJECT DIMENSIONS WALL TO ISLAND COUNTER & APPLIANCE TO COUNTER B SPEC. "B" BATH EX EXEMPT BATH 2' - 6"6' - 0" (G2 UNITS ONLY) 30" x 72" MINIMUM CLEAR FLOOR SPACE AT TUB PUSH SIDE 12" MIN. CLR. PULL SIDE 18" MIN. CLR.48" MIN. CLR.60" MIN. CLR.36" MIN. CLR.3' - 6 1/4"MAX. 24" DEEP 36" MIN. CLR. 4' - 2 7/8" BARRIER FREE THRESHOLD INSTALL ROD AND SHELF PER SHEET A2.4.3 REMOVABLE CABINETMOVEABLE ISLAND REMOVABLE CABINETS REMOVABLE CABINET INSTALL ROD AND SHELF PER SHEET A2.4.3 INSTALL ROD AND SHELF PER SHEET A2.4.3 GRAB BARS INSTALLED AS ADAPTED PER 521 CMR 44.00 AFTER INITIAL CONSTRUCTION HATCH REPRESENTS BLOCKING FOR GRAB BARS DURING INITIAL CONSTRUCTION, TYP. MAX. 24" DEEP GRAB BARS INSTALLED AS ADAPTED PER 521 CMR 44.00 AFTER INITIAL CONSTRUCTION B B GRAB BARS INSTALLED AS ADAPTED PER 521 CMR 44.00 AFTER INITIAL CONSTRUCTION CUTTING BOARD 40" MIN. CLR. 3' - 11" 36" MIN. CLR. 4' - 7 1/4" EQ EQ EQ EQ 3' - 9 1/2"6' - 5"4' - 6 1/2"EQ EQ EQEQEQEQEQEQEQEQEQ EQ EQ 6' - 5"EQEQEQEQEQEQEQ3' - 8"4' - 6"6' - 1"EQ EQ EQEQF.O. GYP.1' - 7"3' - 0"3' - 0"6' - 6"6' - 4 1/4"WAP EQEQUA UA UA UV3 UE UA UAUA UA UF UF UF UV4 UE UA UA UA UA UAUA UA UA EQEQPC UV3 F.O. GYP.2' - 6"EQ EQ LC EQEQEQ EQ EQEQEQEQEQ EQ © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:37:10 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.3.13 UNIT C1G2 ACCESSIBILITY AND REFLECTED CEILING PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026CLEAR FLOOR SPACE LEGEND UNIT PLAN - F.H.A. & 521 CMR NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DIMENSIONS ON THIS SHEET ARE INCLUDED FOR REFERENCE ONLY IN ORDER TO ILLUSTRATE THE MINIMUM REQUIRED CLEARANCES. REFER TO UNIT PLAN SHEETS (A3 SERIES) FOR ALL CONSTRUCTION DIMENSIONS, INTERIOR ELEVATIONS AND ALL ADDITIONAL UNIT PLAN NOTES. REFER TO SHEETS A2.4.1 FOR ADDITIONAL INFORMATION ON FAIR HOUSING REQUIREMENTS. THE ACCESSIBILITY PLANS ILLUSTRATE THE MINIMUM REQUIRED PASSAGE CLEARANCES AND CLEAR FLOOR SPACE AT APPLIANCES, AND PLUMBING FIXTURES PER THE FAIR HOUSING ACT DESIGN MANUAL (FHADM) TOGETHER WITH 521 CMR FOR GROUP 2 UNITS. THE SPECIFIC APPLICABLE (FHADM) CHAPTERS ARE 3,4,6 AND 7. IN ALL CASES, THE ACTUAL CLEARANCES PROVIDED SHALL EXCEED THE MINIMUM REQUIREMENTS ILLUSTRATED ON THE ACCESSIBILITY PLANS. ALL KITCHEN AND BATHROOM LAYOUTS WERE DESIGNED BASED ON AN APPLIANCE AND PLUMBING PACKAGE PROVIDED TO ARCHITECT BY OWNER. THE CONTRACTOR SHALL VERIFY APPLIANCE AND PLUMBING PACKAGE IS STILL APPLICABLE WITH OWNER. PROVIDE FINISHED END PANEL WHEN KNEESPACE IS ADJACENT TO AN APPLIANCE OR ANOTHER BASE CABINET. AT KNEESPACE ADJACENT TO A WALL, EXTEND FLOOR FINISH AND WALL FINISH INTO KNEESPACE. BLOCKING SHALL BE PROVIDED FOR GRAB BARS AT ALL TOILETS, TUBS & SHOWERS PER DRAWINGS. PLEASE REFER TO SHEETS A2.4.1 & A2.4.3 FOR MORE INFORMATION. ALL COUNTER TOP OVERHANGS SHALL BE 1- 1/2" MAX BEYOND FACE OF BASE CABINETS U.N.O. ALL MOUNTING HEIGHTS AT ALL SWITCHES, ENVIRONMENTAL CONTROLS, RECEPTACLES, ETC. SHALL MEET THE REQUIREMENTS OF FHA. ALL UNIT ENTRY DOORS SHALL HAVE BARRIER FREE THRESHOLDS AND LEVER TYPE HARDWARE. PROVIDE BARRIER FREE TRANSITIONS AT ALL FINISH FLOOR CHANGES WITHIN UNITS. REFER TO SHEETS A2.4.2 - A2.4.4 FOR 521 C.M.R. SECTIONS - (MASSACHUSETTS RULES & REGULATIONS) FOR ADDITIONAL GROUP 1 & 2 UNIT REQUIREMENTS. IF ANY DIMENSIONS DISCREPANCIES BETWEEN THIS SHEET AND THE A3 SERIES DIMENSIONED PLANS EXIST FOR THE MINIMUM CLEARANCES REQUIRED PER FHA OR 521 CMR, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT. ELECTRICAL FIXTURE LEGEND CEILING MOUNTED LIGHT SHOWER/TUB SURFACE MOUNTED DISK W/PULL CHAIN WALL SCONCE BEDROOM FAN/LIGHT NOTE: REFER TO MEP LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION ON LIGHTS AND FANS. WAPUA UE PC UV3 UV4 UF WIRELESS ACCESS POINT EXHAUST SUPPLY WALL LOUVER LOAD CENTER UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 1/4" = 1'-0"1 UNIT C1G2 - ACCESSIBILITY PLAN SCALE: 1/4" = 1'-0"2 UNIT C1G2 - REFLECTED CEILING PLAN LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2 C1G2 @ LVL 4 A 01/26/2026 PERMIT REVISIONS FILLER FILLER3/4" END PANEL 3/4" END PANEL 2' - 0"6' - 0"3' - 0"2' - 0"3' - 0"13' - 6 3/4" 24" DW SB33 DB39 W3636W3636W3636W3824 13 REF.8' - 0"CLR. 3' - 2" NO PANEL AT WALL LOCATION. PROVIDE FILLER ONLY AT UPPER CABINET FILLER FILLER W3036 W3018 B18 B1830" RANGE3' - 0"2' - 0"3' - 0"1" 7' - 9 1/4" 15 13 8' - 0"W1936 1 AD9.1.1 6' - 1" 1/4"3/4"EQ EQ 3/4"1/4"3' - 0"EQ.3/4"EQ.4"BASE CABINET W/ FINISHED ENDS TOE KICK BEYOND SCHEDULED COUNTERTOP FINISHED ADJUSTABLE SHELVING 2' - 9" 1/4" 9"2' - 0"EQ3/4"EQ4"3' - 0"CABINET BOX BELOW FINISHED END FINISHED END SCHEDULED COUNTERTOP 6' - 1"EQEQ2' - 9"3/4"1/4"1/4"3/4"1' - 8"1' - 1" 1/4" A3.4.00 5 A3.4.002 3 A3.4.00 7 A3.4.00 6 AD9.1.1 5 MOVEABLE ISLAND18 3' - 6"4' - 0"14' - 1 1/2"3' - 4"10' - 9 1/2"7' - 10 1/4" 30" RANGE 24" DWREF.CLR.3' - 2"NO PANEL AT WALL LOCATION. PROVIDE FILLER ONLY AT UPPER CABINET A3.4.00 8 (RE: UNIT PLANS) VARIES 23 20 1SWASHER DRYER APPLICABLE UNITS: -UNIT A1 -UNIT A2 -UNIT B0 -UNIT B1 -UNIT B2 -UNIT C1 7 AD9.1.1 19 20 4' - 10"23 RE: (UNIT PLANS)1' - 6"4' - 9"21 WASHER DRYER APPLICABLE UNITS: -UNIT A3 A3.4.00 12 3' - 7"3' - 6"21 A3.4.00 10 3' - 4"10' - 4"7' - 11 1/2"A3.4.00 5 18 CLR. 3' - 2" REF. 24" DW 30" RANGEMOVEABLE ISLAND W3036 W3018 W1836 FILLER 3' - 0"2' - 0"3' - 0"13 FILLER B18 30" RANGE B18 7' - 10 1/4" 15 FILLER FILLER © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:37:17 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.4.00 UNIT TYP. KITCHEN PLANS, UTILITY PLANS & INT. ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 3/8" = 1'-0"2 KITCHEN SCALE: 3/8" = 1'-0"3 KITCHEN SCALE: 3/4" = 1'-0"6 MOVABLE ISLAND FRONT ELEVATION SCALE: 3/4" = 1'-0"7 MOVABLE ISLAND SIDE ELEVATION SCALE: 3/4" = 1'-0"5 TYPICAL UNIT MOVABLE ISLAND PLAN SCALE: 3/8" = 1'-0"1 TYPICAL UNIT KITCHEN FLOOR PLAN SCALE: 3/8" = 1'-0"4 SIDE BY SIDE UTILITY FLOOR PLAN SCALE: 3/8" = 1'-0"8 SIDE BY SIDE UTILITY SCALE: 3/8" = 1'-0"12 STACKED WASHER & DRYER SCALE: 3/8" = 1'-0"11 STACKED WASHER & DRYER FLOOR PLAN SCALE: 3/8" = 1'-0"9 KITCHEN FLOOR PLAN @ UNIT A3 SCALE: 3/8" = 1'-0"10 KITCHEN @ UNIT A3 A3.4.00 2 A3.4.016 APPLICABLE UNITS: -UNIT B0 -BATH 1 -UNIT C1 -BATH 2 6 4 A3.4.01 2 FOR TOWEL BAR LOCATION ON: -UNIT A1 -BATH 1 -UNIT B2 -BATH 2 REFER TO UNIT PLANS APPLICABLE UNITS: -UNIT B1 -BATH 2 4 6 5 CL VANITY APPLICABLE UNITS: -UNIT B0 -BATH 1 54" W x 36" H MIRROR VSB36 5' - 0" (15" MIN.) VARIES CLR 1' - 6" 12 4 6 2' - 10"3"3' - 5"8"6" 8' - 9 1/4" 24 7' - 2"VDB24 CL VANITY FOR TOWEL BAR LOCATION ON: -UNIT A1 -BATH 1 -UNIT B2 -BATH 2 REFER TO UNIT PLANS APPLICABLE UNITS: -UNIT B1 -BATH 2 42" W x 36" H MIRROR VSB36 VDB12 6" (15" MIN.) VARIES 4' - 0"2' - 10"3"3' - 5"8"6 4 5 1' - 6" 7' - 6 3/4" 12 24 7' - 2"A3.4.002 3 A3.4.00 8 A3.4.016 A3.4.01 2 A3.4.00 7 A3.4.00 6 A3.4.01 8 APPLICABLE UNITS: -UNIT A1 -BATH 1 -UNIT B0 -BATH 1 & BATH 2 -UNIT B1 -BATH 1 & BATH 2 -UNIT B2 -BATH 2 -UNIT C1 -BATH 2 NOTE: REFER TO UNIT PLAN FOR TUB LOCATION AND ORIENTATION RE: (UNIT PLANS)RE: (UNIT PLANS)1 APPLICABLE UNITS: -UNIT A1 -BATH 1 -UNIT B0 -BATH 1 & BATH 2 -UNIT B1 -BATH 1 & BATH 2 -UNIT B2 -BATH 2 -UNIT C1 -BATH 2 NOTE: REFER TO UNIT PLAN FOR TUB LOCATION AND ORIENTATION 7 910 16"7' - 0"2' - 0"1' - 6"7' - 6"APPLICABLE UNITS: -UNIT A2 -BATH 1 36X60 - UNIT B2 -BATH 1 36X60 -UNIT C1 -BATH 1 36X60A3.4.0112 RE: (UNIT PLANS)RE: (UNIT PLANS) 8 2 NOTE: REFER TO UNIT PLAN FOR SHOWER LOCATION AND ORIENTATION APPLICABLE UNITS: -UNIT A2 -BATH 1 36X60 -UNIT B2 -BATH 1 36X60 -UNIT C1 -BATH 1 36X60 NOTE: REFER TO UNIT PLAN FOR SHOWER LOCATION AND ORIENTATION 10 2 111' - 2"SHOWER ENCLOSURE & DOOR6' - 0"7' - 6"2' - 6"8 B.O. SHOWER DOOR A3.4.0116 7 3 8 RE: (UNIT PLANS)RE: (UNIT PLANS) APPLICABLE UNITS: -UNIT A3 NOTE: REFER TO UNIT PLAN FOR SHOWER LOCATION AND ORIENTATION 1037 7' - 6"1' - 2"SHOWER ENCLOSURE & DOOR6' - 0"11 APPLICABLE UNITS: -UNIT A3 NOTE: REFER TO UNIT PLAN FOR SHOWER LOCATION AND ORIENTATION2' - 6"8 B.O. SHOWER DOOR FOR TOWEL BAR LOCATION ON: -UNIT A2 -BATH 1 -UNIT C1 -BATH 1 REFER TO UNIT PLANS 4 5 A3.4.01 10 6 APPLICABLE UNITS: -UNIT A3 -BATH 1 -UNIT B1 -BATH 1 -UNIT B2 -BATH 1 FOR TOWEL BAR LOCATION ON: -UNIT A2 -BATH 1 -UNIT C1 -BATH 1 REFER TO UNIT PLANS 4 VSB30 VDB12 VSB30 5 MAX.2' - 10"3"3' - 5"8"CLR. 1' - 6" (15" MIN.) VARIES 6' - 0" 9' - 2 1/4" CL VANITY CL VANITY24 6 APPLICABLE UNITS: -UNIT A3 -BATH 1 -UNIT B1 -BATH 1 -UNIT B2 -BATH 1 66" W x 36" H MIRROR 1" FILLER 12 7' - 2"A3.4.01 14 APPLICABLE UNITS: -UNIT B0 -BATH 2 4 67 5 8"3' - 5"3"MAX.2' - 10"7' - 2"4' - 0" (15" MIN.) VARIES CLR. 1' - 6" 7' - 0 1/4" 24 4 5 42" W x 36" H MIRROR VSB36 VDB12 1" FILLER CL VANITY APPLICABLE UNITS: -UNIT B0 -BATH 2 12 7 4 6 5 A3.4.01 4 APPLICABLE UNITS: -UNIT C1 -BATH 2 5' - 0" (15" MIN.) VARIES 1' - 7" 8' - 1 3/4" APPLICABLE UNITS: -UNIT C1 -BATH 2 4 12 5 54" W x 36" H MIRROR VSB36VDB24 24 CL VANITY 2' - 10"3"3' - 5"8"7' - 2"1" FILLER © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/8" = 1'-0" 3/17/2026 9:37:33 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.4.01 UNIT TYP. BATH PLANS & INT.ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 3/8" = 1'-0"5 TYPICAL UNIT BATH FLOOR PLAN SCALE: 3/8" = 1'-0"1 TYPICAL UNIT BATH FLOOR PLAN SCALE: 3/8" = 1'-0"6 BATH VANITY 60" SCALE: 3/8" = 1'-0"2 BATH VANITY 48" SCALE: 3/8" = 1'-0"7 36"X60" TUB/SHOWER FLOOR PLAN SCALE: 3/8" = 1'-0"8 36"X60" TUB/SHOWER SCALE: 3/8" = 1'-0"11 36"X60" SHOWER FLOOR PLAN SCALE: 3/8" = 1'-0"12 36"X60" SHOWER SCALE: 3/8" = 1'-0"15 42"X42" SHOWER FLOOR PLAN SCALE: 3/8" = 1'-0"16 42"X42" SHOWER SCALE: 3/8" = 1'-0"9 TYPICAL UNIT BATH FLOOR PLAN SCALE: 3/8" = 1'-0"10 BATH VANITY 72" SCALE: 3/8" = 1'-0"13 UNIT B0 - BATH 2 SCALE: 3/8" = 1'-0"14 BATH VANITY 48" @ UNIT B0 SCALE: 3/8" = 1'-0"3 UNIT C1 BATH2 FLOOR PLAN SCALE: 3/8" = 1'-0"4 UNIT C1 BATH 2 REMOVABLE BASE CABINET A3.4.022 A3.4.02 6 3 A3.4.02 7 A3.4.02 5CUTTING BOARD REF.D.W.COOK TOPMW18 4' - 6 1/2"14' - 5 1/2"FINISH END PANEL AT A2G2 UNIT 3' - 4" CLR. 3' - 2" FILLER FILLER CUTTING BOARD FILLERFILLER 9' - 0"OF OVEN FLOOR2' - 6" TO TOP3' - 10"1' - 8"OF OVEN FLOOR1' - 0" TO TOP 14' - 0"2' - 10" MAX.1' - 8"3' - 6"1' - 0"W3036 MW OVEN W1842 W3024 HOOD W3342 W3342 B3027 B18 SB33 SB33 D.W. 17 132927 26 AT A2G2 UNIT 28 NOTE: AT G2 UNITS; OVEN CONTROLS TO BE LOCATED WITHIN REACH RANGE PER 521 CMR 45.6.3 FILLER FILLER 1' - 0"2' - 0"6' - 0"26 3' - 6"1' - 8"MAX.2' - 10"26 13 7' - 3 3/4" W3342 W3824 REF.DB21 CLR. 3' - 2"1' - 0"8' - 0"2 AD9.1.1 EQ3/4"EQ4"2' - 10"1/4"3/4"2' - 11 1/2"2' - 11 1/2"3/4"1/4" 6' - 1" TOE KICK BEYOND BASE CABINET W/FINISHED END SCHEDULED COUNTERTOP 1/4" 2' - 9"2' - 6"4"2' - 10"FINISH END FINISH END 2 CM GRANITE COUNTERTOP CABINET BOX BELOW A3.4.02 8 RE: UNIT PLANS VARIES RE: UNIT PLANSVARIESWH ABV. WASHER DRYER 7 AD9.1.1 23 19 20 4' - 10"1' - 6"4' - 9"RE: UNIT PLANS A3.4.02 10 30 5 4 A3.4.02 12 7 25 RE: UNIT PLANS RE: UNIT PLANSA3.4.0214 4 5 30 4 CLR. 1' - 6" PER PLAN VARIES 7' - 6" GRAB BARS INSTALLED AS ADAPTED PER 521 CMR 44.00 AFTER INITIAL CONSTRUCTION NOTE: WALL AND FLOOR FINISHES SHALL EXTEND UNDER REQUIRED KNEE CLEARANCE AT REMOVABLE CABINET L1884 VSB36 66" W x 36" H MIRROR 11' - 5 1/4" 30 5 30 2' - 10"3"3' - 1"VSB36 FILLER A3.4.0216 7 RE: UNIT PLANS RE: UNIT PLANS1 GRAB BARS INSTALLED AS ADAPTED PER 521 CMR 44.00 AFTER INITIAL CONSTRUCTION SHOWER SEAT MIN. ABOVE TUB F.F.5' - 0" REINFORCING BLOCKINGFAUCET & MIXING VALVE LOCATION 1' - 6"7' - 6"33"-36" A.F.F.CONTROLS28" TO CNT OF16"-18"7109 11 NOTE: WALL AND FLOOR FINISHES SHALL EXTEND UNDER REQUIRED KNEE CLEARANCE AT REMOVABLE CABINET GRAB BARS INSTALLED AS ADAPTED PER 521 CMR 44.00 AFTER INITIAL CONSTRUCTION 42" W x 36" H MIRROR VSB36 VD12 L1884 5 30 30 4 9' - 9 1/4" PER PLAN VARIES CLR. 1' - 6"3' - 1"3"2' - 10"6"5' - 6" FAUCET & MIXING VALVE LOCATION REMOVABLE ADAPTABLE THRESHOLD: BASIS OF DESIGN: BEST BATH SHOWER SEAT GRAB BARS INSTALLED AS ADAPTED PER 521 CMR 44.00 AFTER INITIAL CONSTRUCTION CONTROLS28" TO CNT OF33"-36" A.F.F.MIN. ABOVE SHOWER F.F.5'-0" REINFORCING BLOCKING7' - 6"1' - 6"11 10 8 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:37:42 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A3.4.02 UNIT G2 TYP. KITCHEN PLANS, UTILITY PLANS & INT.ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026UNIT DATA GENERAL NOTES DOOR TYPE KEY LEGEND, SYMBOLS & TYPICAL MOUNTING HEIGHTS WALL TYPE KEY RE: SHEET AD1.2.1 2X6 STUD WALLS UNIT KEYNOTE 1. REFER TO BUILDING PLANS FOR EXACT LOCATION OF UNITS. UNIT PLAN FINISH KEY VINYL PLANK W/ RUBBER ACOUSTICAL BACKING LIGHTWEIGHT CONCRETE W/ BASE TRIM U2 1 1 2 UNIT KEYNOTE LEGEND 36"x60" FIBERGLASS TUB/SHOWER 6 4 5 3"X12" CERAMIC WALL TILE AT KITCHEN 2 1 7 8 9 3 KITCHEN SINK WITH DISPOSAL 10 SPACE BEHIND UPPER CABINET WX 12. PROVIDE 1-HR. FIRE PARTITIONS BETWEEN EACH DWELLING UNIT. RE: SHEET AD1.2.1 FOR WALL TYPE INFORMATION. 13. PROVIDE WATER RESISTANT GYPSUM BOARD IN UTILITY ROOMS, KITCHENS AND BATHROOMS AT A MINIMUM 4'-0" HIGH ABOVE F.F. 14. ALL JOINTS & PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED SEALANT TO MAINTAIN THE RATING OF THE ASSEMBLY BEING PENETRATED. 15. ALL UNITS SHALL HAVE BASE BD. TRIM. THE CONTRACTOR SHALL COORDINATE WITH OWNER/INTERIOR DESIGNER FOR PROFILES. 16. UNIT INTERIOR CLOSETS SHALL HAVE WIRE SHELVING U.N.O. REFER TO UNIT PLANS FOR LOCATIONS. 17. REFER TO SHEETS A2.5.1 & A2.6.1 FOR DOOR AND WINDOW SCHEDULE NOTES. 18. FOR OPENING DIMENSIONS AND WINDOW TAGS REFER TO BUILDING PLANS 19. ALL INTERIOR ELEVATIONS ARE BASED ON APPLIANCE PACKAGE PROVIDED BY OWNER. CONTRACTOR TO VERIFY APPLIANCE DIMENSIONS AND REQUIRED CLEARANCES BEFORE FRAMING. 20. REFER TO SHEET A2.4.1-A2.4.3 FOR ACCESSIBILITY REQUIREMENTS AND MIN CLEAR FLOOR SPACE REQUIREMENTS. 21. PROVIDE COUNTERTOPS AT ALL KITCHENS, BATHROOMS, DESKS, & NICHES, U.N.O. 22. ALL UNIT FLOORING IS TO BE VINYL PLANK; RE: UNIT REFERENCE PLAN FOR PLANK DIRECTION. 2. ALL UNIT PLAN DIMENSIONS ARE STUD TO STUD, U.N.O. ALL INTERIOR ELEVATION DIMENSIONS ARE DRAWN GYP. BOARD TO GYP. BOARD, U.N.O. 3. PRIOR TO INSTALLATION OF CABINETRY, VERIFY & COORDINATE REQUIRED CLEARANCE DIMENSIONS OF ALL CABINETS AND DRAWERS TO CLEAR ALL APPLIANCES AND ANY PROJECTIONS. 4. SEE SHEET A2.4.1 FOR LOCATION OF GRAB BAR REINFORCEMENT AREAS AT F.H.A. UNITS. 5. ALL EXPOSED CABINETRY TO HAVE FINISHED ENDS. 6. CONTRACTOR TO COORDINATE ELECTRICAL OUTLET LOCATIONS WITH ELECTRICIAN AND MIRROR SUPPLIER/INSTALLER TO AVOID CUTTING MIRRORS FOR OUTLETS. 7. CONTRACTOR TO VERIFY AND COORDINATE ROUGH OPENING DIMENSION AT BATHTUBS AND SHOWERS.. 8. ALL DRYERS ARE TO BE VENTED HORIZONTALLY TO THE OUTSIDE. RE: MECHANICAL DRAWINGS FOR ROUTING. 9. ALL UTILITY ROOMS WITH SIDE-BY-SIDE APPLIANCES SHALL HAVE THE WASHER CONNECTION BOX INSTALLED ON THE LEFT AND DRYER ON THE RIGHT. CONNECTION BOXES SHALL BE INSTALLED 40" MAX. TO THE TOP OF THE BOX. 10. REFER TO ELECTRICAL PLANS FOR QUANTITY AND LOCATION OF SMOKE DETECTORS AT EACH UNIT. 11. ALL INTERIOR BEARING WALLS TO BE PARTITION TYPE W4.1a, 2X4 STUDS U.N.O.; REFER TO STRUCTURAL FRAMING PLAN FOR BEARING WALL LOCATIONS. ALL INTERIOR NON-BEARING WALLS TO BE PARTITION TYPE W4.1, 2X4 STUDS U.N.O.; UNIT CORRIDOR & EXTERIOR WALLS TO BE 2X6 STUD U.N.O.; REFER TO AD1.2.1 FOR PARTITION TYPE INFORMATION. TILE BACKSPLASH EXTEND 3" BELOW COUNTERTOP BEHIND RANGE WASHER DRYER WATER HEATER MICROWAVE WITH EXHAUST VENT 3" HEIGHT BACKSPLASH 23. PROVIDE GRILL ABOVE UTILITY ROOM DOOR. RE: MECHANICAL FOR SIZE PROVIDE VALANCE BEHIND CABINET DOORS TO CONCEAL SINK 12 1. SHOWER HEAD ...................................................................................................................................................... 7'-0" A.F.F. 3. CERAMIC TILE SURROUND AT SHOWER ...................................................................................................... 7'-6" A.F.F. 2. CURVED SHOWER ROD ............................................................................................ 7'-0" A.F.F. TO CENTER OF ROD 9. TOWEL RING ........................................................................................................................................................... 4'-6" A.F.F. 5. GFCI OUTLET AT VANITY .....................................................................................................3'-7" A.F.F. TOP OF J-BOX 6. TOILET PAPER HOLDER .......................................................................................................................... 1'-9" TO CENTER 7. CORNER SOAP DISH ............................................................................................................................................. 2'-6" A.F.F. 8. TOWEL/ROBE HOOK ............................................................................................................................................ 5'-6" A.F.F. 10. LIGHT FIXTURE ..........................................................................................................7'-2" A.F.F TO CENTER OF FIXTURE 4. 24" TOWEL BAR ...........................................................................................................4'-0" A.F.F. [5'-0" ABOVE TOILET] 36" X 60" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 13 TOILET PAPER HOLDER 14 TOWEL RING 15 24" TOWEL BAR 16 ROBE HOOK 17 CORNER SOAP DISH 18 SHOWER HEAD 19 CURVED SHOWER ROD 20 3"x6"CERAMIC SUBWAY WALL TILE AT SHOWER 21 11 A/C UNIT STACKED WASHER AND DRYER 22 LIGHT FIXTURE 23 11. TUB VALVE HEIGHT..........................................................................................................................................2'-5 1/2" A.F.F. 12. TUB SPOUT ................................................................................................................................................................2'-0" A.F.F. 42"x42" SHOWER W/TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR 24 37" x 63" ACCESSIBLE SHOWER W/ TEMPERED GLASS ENCLOSURE WITH 32"X72" DOOR25 26 27 28 FINISHED END PANEL 30" COOKTOP W/VENT SWITCH BELOW VENT HOOD SWITCH 29 DISPOSAL SWITCH 30 REMOVABLE CABINET - CONTINUE FINISH FLOOR BELOW CABINET SCALE: 3/8" = 1'-0"1 TYPICAL UNIT KITCHEN FLOOR PLAN SCALE: 3/8" = 1'-0"2 KITCHEN SCALE: 3/8" = 1'-0"3 KITCHEN SCALE: 3/4" = 1'-0"6 MOVABLE ISLAND FRONT ELEVATION SCALE: 3/4" = 1'-0"7 MOVABLE ISLAND SIDE ELEVATION SCALE: 3/4" = 1'-0"5 TYPICAL UNIT MOVABLE ISLAND PLAN SCALE: 3/8" = 1'-0"4 SIDE BY SIDE UTILITY FLOOR PLAN SCALE: 3/8" = 1'-0"8 SIDE BY SIDE UTILITY SCALE: 3/8" = 1'-0"9 TYPICAL UNIT BATH FLOOR PLAN SCALE: 3/8" = 1'-0"11 36"X60" TUB/SHOWER FLOOR PLAN SCALE: 3/8" = 1'-0"13 TYPICAL UNIT BATH FLOOR PLAN SCALE: 3/8" = 1'-0"14 BATH VANITY 60" SCALE: 3/8" = 1'-0"15 TYPICAL UNIT BATH FLOOR PLAN SCALE: 3/8" = 1'-0"16 36" x 60" TUB / SHOWER SCALE: 3/8" = 1'-0"10 BATH VANITY - 48" SCALE: 3/8" = 1'-0"12 37" X 63" SHOWER A 01/26/2026 PERMIT REVISIONS 254' - 0" 1' - 2" 12' - 0"18' - 7"57' - 10 1/2"70' - 9"61' - 10 1/2"18' - 7"12' - 0" 1' - 2"73' - 3"4' - 4 1/2"26' - 1"40' - 1 1/2"2' - 8"4' - 4 1/2"26' - 1"40' - 1 1/2"2' - 8"73' - 3"12' - 3"20' - 2"57' - 2 1/2"70' - 9"61' - 2 1/2"20' - 2"12' - 3" 254' - 0"1' - 6"67' - 8"4' - 1"1' - 8"67' - 8"1' - 8"1' - 8"67' - 8"1' - 8"1' - 6"67' - 8"4' - 1"25' - 1 3/8"6' - 11"38' - 11 5/8"125' - 2"8' - 6"118' - 0" ELEVATOR PIT FFE=46.50' STAIR B STAIR AFFE = 51.50' REFER TO LANSDCAPE FOR PATIOS (TYP.) 4' - 0 1/2"6' - 4"1' - 7 1/2"25' - 9 1/2"6' - 4"5' - 9"6' - 4"13' - 8"14' - 6"6' - 4" RECESS RECESS RECESS RECESS 5 1/2"5 1/2"5 1/2"5 1/2"CORRIDORCORRIDOR CORRIDORCORRIDOR 33' - 6 1/2"14' - 1 1/2"F.D.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:37:45 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.1.0 BUILDING #1 T01 - LEVEL 1 SLAB PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SLAB PLAN NOTES SLAB OPENING CONCRETE SLAB 3/4" RECESSED SLAB ● AT SLIDING DOORS 1. FOUNDATION FORMING PLANS ARE FOR ARCHITECTURAL DESIGN INTENT ONLY. CONTRACTOR SHALL ALSO REFERENCE PLANS PREPARED BY STRUCTURAL ENGINEER. CONTRACTOR SHALL VERIFY DIMENSIONS AND REQUIREMENTS WITH PLANS PREPARED BY STRUCTURAL ENGINEER. CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL ENGINEER TO CLARIFY ANY DISCREPANCIES, STRUCTURAL CONFLICTS AND/OR DIMENSIONS PRIOR TO CONCRETE BEING PLACED. 2. REFER TO LANDSCAPE DRAWINGS FOR ALL COURTYARD AND TERRACE DRAINS AND SLOPES. 3. CONTRACTOR TO VERIFY ALL SPOT ELEVATIONS AT PODIUM DRAIN LOCATED IN THE GARAGE WITH STRUCTURAL DRAWINGS. SLAB PLAN LEGEND FLOOR DRAINF.D. SCALE: 3/32" = 1'-0"1 BUILDING #1 T01 - LEVEL 1 SLAB PLAN 0'4'12' 24' 3/32 inch = 1 foot 8' LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H UP 1 A4.1.5 4 A4.1.5 2 A4.1.5 3 A4.1.5 A6.2.1 1 B2 11021102 A3 11081108 A2 11141114 B2 11161116 C1 11011101 A3 11071107 B1 11091109 A2 11131113 C1 11151115 A2 11121112 A1 11061106 A1 11051105 A1 11041104 A1 11031103 251' - 8"73' - 3"254' - 0"73' - 3"A6.1.2 1 A6.1.1 1 STAIR ASTAIR B RISERT.SVEST.E.C.R.T.S.T.ST.SVEST. IDF C C C C C C C C E2 CE2 C E2 C C C C C C C C C C C C S100 C C C CCCCC CCCCC CCCCC S10530' - 3 1/2"4" A.S.9' - 4 1/2"4" A.S.32' - 11"42' - 6 1/2"1" A.S.22' - 11"1" A.S.22' - 11"1" A.S.25' - 9"9' - 5"1" A.S.35' - 2"1" A.S.24' - 11"1" A.S.24' - 11"1" A.S.42' - 6 1/2"32' - 11"4" A.S.9' - 4 1/2"4" A.S.30' - 3 1/2"W5.1 W5.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 ELEV. 1106 1105 1102 1103 1104 1107 1100 W2.1a 1108 S2 S1 W1.1a W5.1 W5.1 W3.1a 1101 W6.3 W6.3 W4.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1aW2.1a ELEC. METERD.S. W2.1a B0 11101110 A2-G2 11111111 E2 S103 S101 D.S. D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S. W3.1a W4.1a W4.1a W3.1a W3.1a W2.1a S.P.S.P. W2.1a W3.1a W3.1a A4.1.1 3AD4.1.1 16 AD4.1.2 2 AD4.1.2 2 AD4.1.2 2 AD4.1.2 4 AD4.1.2 2 AD4.1.2 2 AD4.1.1 16 AD4.1.2 3 AD4.1.1 16 AD4.1.2 2AD4.1.2 2 AD4.1.2 4 AD4.1.2 2 AD4.1.2 2 AD4.1.2 2 AD4.1.1 16 AD4.1.2 3 S102 S2 S3 S104ELEC. METERF.E.C.F.E.C. 28' - 1"87' - 5 1/2"5' - 8"104' - 8 1/2"28' - 1"1' - 8"31' - 0"5' - 8"31' - 0"1' - 8"A4.1.2 31' - 6"4' - 1"1' - 8"1' - 6"1' - 8"4' - 1"W4.1 W4.1 W4.1a W4.1a 12' - 0"18' - 7"11' - 11 1/2"11' - 7"11' - 4" 7' - 2 1/2" 4' - 9 1/2"5' - 2 1/2" 13' - 4 1/2"5' - 11"6' - 0 1/2"6' - 0"5' - 7"5' - 4"6' - 0" 11' - 4"11' - 7" 6' - 0"5' - 4"5' - 7"6' - 0" 11' - 7"11' - 4" 6' - 0"5' - 7"5' - 4"6' - 0" 12' - 7"13' - 2" 6' - 0"6' - 7"4' - 11"8' - 3" 11' - 4"11' - 7" 6' - 0"5' - 4"5' - 7"6' - 0" 12' - 3"20' - 2"11' - 3 1/2" 6' - 2"6' - 1"6' - 1"7' - 10"6' - 3"5' - 3"6' - 0 1/2" 12' - 7"13' - 2" 6' - 0"6' - 7"4' - 11"8' - 3" 12' - 10"12' - 1" 6' - 0"6' - 10"6' - 1"6' - 0" 12' - 10"12' - 1" 6' - 0"6' - 10"6' - 1"6' - 0" 11' - 3 1/2"20' - 2"12' - 3" 6' - 0 1/2"5' - 3"6' - 3"7' - 10"6' - 1"6' - 1"6' - 2"25' - 11"4' - 4 1/2"6' - 3 1/2"6' - 11"6' - 2 1/2"6' - 6"30' - 3"2' - 8"6' - 4"5' - 1 1/2"6' - 6 1/2"12' - 3"11' - 7"12' - 0"11' - 7" 6' - 0"5' - 7"5' - 11"6' - 1"5' - 7"6' - 0" 12' - 10"12' - 1"12' - 10"12' - 1"11' - 11 1/2"18' - 7"12' - 0" 6' - 0"6' - 10"6' - 1"6' - 0"6' - 0"6' - 10"6' - 1"6' - 0"6' - 0 1/2"5' - 11"13' - 4 1/2" 5' - 2 1/2"4' - 9 1/2" 7' - 2 1/2"25' - 11"4' - 4 1/2"6' - 3 1/2"6' - 11"6' - 2 1/2"6' - 6"2' - 8"30' - 3"12' - 3"6' - 6 1/2"5' - 1 1/2"6' - 4"4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) AD4.1.2 11 F.E.C.F.E.C. W2.1a W2.1a 43' - 8 1/2" 0" A.S. 23' - 0" 0" A.S. 23' - 0" 1" A.S. 25' - 9"9' - 5" 1" A.S. 35' - 2" 1" A.S. 25' - 0" 0" A.S. 24' - 11" 0" A.S. 43' - 9 1/2" 12' - 0"11' - 7"11' - 7" 6' - 0"6' - 0"5' - 6"6' - 1"5' - 7"6' - 0" 1 A4.1.5 4 A4.1.5 2 A4.1.5 3 A4.1.5 B2 12021202 A1 12041204 A1 12061206 B1 12081208 B0 12101210 A2 12121212 B2 12161216 C1 12151215 A2-G2 12111211 B1 12091209 C1 12011201 A1 12051205 B1 12071207 A2 12131213 A2 12141214 251' - 8"73' - 3"254' - 0"73' - 3"32' - 11"4" A.S.9' - 4 1/2"4" A.S.30' - 3 1/2"32' - 11"4" A.S.9' - 4 1/2"4" A.S.30' - 3 1/2"42' - 6 1/2"1" A.S.22' - 11"1" A.S.22' - 11"1" A.S.35' - 2"1" A.S.35' - 2"1" A.S.24' - 11"1" A.S.24' - 11"1" A.S.42' - 6 1/2" 43' - 8 1/2" 1" A.S. 22' - 11" 1" A.S. 22' - 11" 1" A.S. 35' - 2" 1" A.S. 35' - 2" 1" A.S. 24' - 11" 1" A.S. 24' - 11" 1" A.S. 43' - 8 1/2" C CCCCC CCC C C C C C C CCCCC CCC Ct Ct C C C C C C CCC C C C C C C CCC C C C E1 E1 E1 E1 ELEV. MECH. STAIR ASTAIR B 12001201 1202 W1.1 W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W3.1a W3.1a W3.1a W3.1a W3.1a W5.1 W5.1 W1.1 W1.1 W1.1 W1.1 W5.1 W5.1 CANOPY BELOW CANOPY BELOW CANOPY BELOW W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 S.P.S.P. A6.2.1 1 A6.1.1 2 W2.1a A1 12031203 A6.1.2 2 28' - 1"96' - 10 1/2"10' - 8"90' - 3 1/2"28' - 1"1' - 8"31' - 0"5' - 8"31' - 0"1' - 8"A4.1.2 31' - 6"4' - 1"1' - 8"1' - 8"1' - 6"25' - 11"4' - 4 1/2"4' - 1"30' - 3"2' - 8"12' - 0"18' - 7"11' - 11 1/2" 7' - 2 1/2" 4' - 9 1/2"5' - 2 1/2" 13' - 4 1/2"5' - 11"6' - 0 1/2" 11' - 7"11' - 4"11' - 4"11' - 7" 6' - 0"5' - 7"5' - 4"6' - 0"25' - 11"4' - 4 1/2"30' - 3"2' - 8"6' - 3 1/2"6' - 11"6' - 2 1/2"6' - 6"6' - 4"5' - 1 1/2"6' - 6 1/2"5' - 9"6' - 6"12' - 3"20' - 2"11' - 3 1/2" 6' - 2"6' - 1"6' - 1"7' - 10"6' - 3"5' - 3"6' - 0 1/2" 11' - 7"11' - 4"11' - 4"11' - 7" 6' - 0"5' - 7"5' - 4"6' - 0"6' - 0"5' - 4"5' - 7"6' - 0" 6' - 0"5' - 4"5' - 7"6' - 0"6' - 0"6' - 0"5' - 6"6' - 1"5' - 7"6' - 0" 12' - 0"11' - 7"11' - 7"11' - 7"12' - 0"11' - 7" 6' - 0"5' - 7"5' - 11"6' - 1"5' - 7"6' - 0" 12' - 10"12' - 1"12' - 10"12' - 1"11' - 11 1/2"18' - 7"12' - 0" 6' - 0"6' - 10"6' - 1"6' - 0"6' - 0"6' - 10"6' - 1"6' - 0"6' - 0 1/2"5' - 11"13' - 4 1/2" 5' - 2 1/2"4' - 9 1/2" 7' - 2 1/2" 12' - 0"11' - 7"11' - 7" 6' - 0"6' - 0"5' - 6"6' - 1"5' - 7"6' - 0" 12' - 0"11' - 7"11' - 7" 6' - 0"6' - 0"5' - 6"6' - 1"5' - 7"6' - 0" 12' - 10"12' - 1"12' - 10"12' - 1"11' - 3 1/2"20' - 2"12' - 3" 6' - 0"6' - 10"6' - 1"6' - 0"6' - 0"6' - 10"6' - 1"6' - 0"6' - 0 1/2"5' - 3"6' - 3"7' - 10"6' - 1"6' - 1"6' - 2"6' - 3 1/2"6' - 11"6' - 2 1/2"6' - 6"6' - 6"5' - 9"6' - 6 1/2"5' - 1 1/2"6' - 4"AD4.2.2 9 AD4.2.2 9 AD4.2.2 9 CANOPY BELOW AD4.2.2 9 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS ? ? F2 F.E.C.F.E.C.F.E.C.F.E.C. ? ? 59' - 11"61' - 0"60' - 0"T.ST.ST.S.E.C.R.T.SRISERVEST. VEST. S103 1107 1106 1105 1102 1103 1104 S101 AD4.1.2 3 AD4.1.2 3 8' - 3"7' - 9 1/2"7' - 11 1/2"8' - 8"32' - 8"5' - 8"32' - 8"5' - 9"7' - 6"10' - 3 1/2"9' - 1 1/2"4' - 2 1/2"4' - 0 1/2"3' - 9"4' - 0 1/2"3' - 9"3' - 9"3' - 0"2' - 9"3' - 11"3' - 7"5' - 3 1/2"5' - 5 1/2"5" 3' - 10"1' - 5"3' - 10" 5' - 8"5' - 7 1/2" 5' - 8"3' - 9" 5" 3' - 4"1' - 11"3' - 9" W3.1a W2.1a W4.1a W4.1a W4.1a W3.1a W4.1a W4.1a W4.1a W4.1a W4.1a W3.1a W4.1a W4.1a W4.1a W4.1a W3.1a W2.1a W3.1a W3.1a D.S. D.S. S104 S3 S102 S2 5"6' - 0"3' - 0" 9' - 5" 5"6' - 0"3' - 0" 9' - 5" 1' - 6" W4.1a W2.1 F.D. W2.1a © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:37:54 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.1.1 BUILDING #1 T01 - LEVEL 1 & 2 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026BUILDING PLAN LEGEND: GENERAL NOTES: NOTE: REFER TO ID DWG'S FOR LOCATIONS AND MATERIALS OF FLOOR FINISHES NOT LISTED BELOW. 1. ALL LEVELS OF EXTERIOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 2. ALL LEVELS INTERIOR CORRIDOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 3. REFER TO UNIT PLANS FOR LOCATION OF ALL 2X6 WALLS BUILDING CORRIDORS: CONCRETE TENANT STORAGE: CLEAR, NON-SLIP SEALER ELEC. ROOMS: CLEAR, NON-SLIP SEALER MECHANICAL CLOSETS: CLEAR, NON-SLIP SEALER F.E. WX FIRE EXTINGUISHER CABINET (SEMI RECESSED) SCHEDULED PARTITION TYPE SCHEDULED DOOR TYPE SCHEDULED WINDOW TYPE FLOOR DRAIN BOLLARD DOWN SPOUT 2HR WALL MIRRORED UX X SX B. SCHEDULED STOREFRONT B.F.T. BARRIER FREE THRESHOLD F.O.S. FACE OF STUD (WOOD) F.O.M. FACE OF MASONRY M.O. MASONRY OPENING A.S. AIRSPACE TELE. TELECOMM CLOSET MECH. MECHANICAL CLOSET T.S. TENANT STORAGE S.P. STANDPIPE E.C.R. ELEVATOR CONTROL ROOM WALL FRAMING NOTES: COMMON AREA FLOOR FINISHES: F.D. MIRR. D.S. SCALE: 3/32" = 1'-0"1 BUILDING #1 T01 - LEVEL 1 0'4'12' 24' 3/32 inch = 1 foot 8' LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H SCALE: 3/32" = 1'-0"2 BUILDING #1 T01 - LEVEL 2 SCALE: 3/16" = 1'-0"3 ENLARGED CORR. PLAN 1 A4.1.5 4 A4.1.5 2 A4.1.5 3 A4.1.5 B2 13021302 C1 13011301 A2 13131313 A2 13111311 A2 13141314 A2 13121312 A1 13061306 A1 13041304 B2 13161316 A1 13031303 A1 13051305 C1 13151315 B0 13101310 B1 13091309 B1 13071307 B1 13081308 A6.1.2 2 A6.1.1 2 MECH. STAIR ASTAIR B 251' - 8"73' - 3"254' - 0"73' - 3"13001302 CtCt C CCCCC C C C C C C C CCCC C C C C C C CCC C C C C C C E1 E1 E1 E1 E1 E1 E1 E1 E1E1E1 E1E1 E1E1 E1 NOTE: REFER TO SHEET A4.1.1 FOR DIMENSIONS & NOTES NOT SHOWN ON THIS SHEET. S.P.S.P. A6.2.1 1 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS 1301 A4.1.2 4 ELEV. F.E.C.F.E.C.F.E.C.F.E.C. F.E.C. 1 A4.1.5 4 A4.1.5 2 A4.1.5 3 A4.1.5 A6.2.1 2 B2 14021402 A2 14131413 A2 14111411 A2 14141414 A2 14121412 A1 14061406 A1 14041404 B2 14161416 A1 14031403 A1 14051405 B0 14101410 B1 14091409 B1 14071407 B1 14081408 251' - 8"73' - 3"254' - 0"73' - 3"A6.1.2 3 A6.1.1 3 STAIR A STAIR B 14001402 NOTE: REFER TO SHEET A4.1.1 FOR DIMENSIONS & NOTES NOT SHOWN ON THIS SHEET. C1-G2 14011401 C1 14151415 C CCCCC CCC C C C C C C CCCCC CCC Ct Ct C C C C C C CCC C C C C C C C C C C C C E1 E1 E1E1 BDA S.P.S.P. AD4.1.1 10 AD4.1.2 5 AD4.1.2 5 AD4.1.2 5 AD4.1.1 13 AD4.1.2 6 AD4.1.2 5 AD4.1.2 5 AD4.1.1 10 AD4.1.1 13 AD4.1.1 10 AD4.1.2 5 AD4.1.2 5 AD4.1.2 6 AD4.1.1 13 AD4.1.2 5 AD4.1.2 5 AD4.1.2 5 AD4.1.1 10 AD4.1.1 13 1401DRAINS FROM ROOF 4" ROOF DRAINS DRAINS FROM ROOF DRAINS FROM ROOF DRAINS FROM ROOF4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS ELEV. ATTIC ACCESS HATCH S.P. A4.1.2 5F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. 7' - 5 1/2"4' - 0 1/2"4' - 0"3' - 5 1/2" 7' - 5 1/2" W4.1a W4.1aW2.1a 4' - 0 1/2"W3.1a11014' - 0 1/2"7' - 5 1/2"4' - 0 1/2"7' - 5 1/2" 4' - 11"2' - 6 1/2" W4.1b W4.1bW2.1b W4.1b2' - 9"4' - 8 1/2" W4.1c 1401 W4.1a W4.1a W3.1a 7' - 5 1/2"4' - 0 1/2"5' - 1"2' - 4 1/2" 7' - 5 1/2"4' - 0 1/2"1301 W2.1a © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:38:04 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.1.2 BUILDING #1 T01 - LEVEL 3 & 4 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026BUILDING PLAN LEGEND: GENERAL NOTES: NOTE: REFER TO ID DWG'S FOR LOCATIONS AND MATERIALS OF FLOOR FINISHES NOT LISTED BELOW. 1. ALL LEVELS OF EXTERIOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 2. ALL LEVELS INTERIOR CORRIDOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 3. REFER TO UNIT PLANS FOR LOCATION OF ALL 2X6 WALLS BUILDING CORRIDORS: CONCRETE TENANT STORAGE: CLEAR, NON-SLIP SEALER ELEC. ROOMS: CLEAR, NON-SLIP SEALER MECHANICAL CLOSETS: CLEAR, NON-SLIP SEALER F.E. WX FIRE EXTINGUISHER CABINET (SEMI RECESSED) SCHEDULED PARTITION TYPE SCHEDULED DOOR TYPE SCHEDULED WINDOW TYPE FLOOR DRAIN BOLLARD DOWN SPOUT 2HR WALL MIRRORED UX X SX B. SCHEDULED STOREFRONT B.F.T. BARRIER FREE THRESHOLD F.O.S. FACE OF STUD (WOOD) F.O.M. FACE OF MASONRY M.O. MASONRY OPENING A.S. AIRSPACE TELE. TELECOMM CLOSET MECH. MECHANICAL CLOSET T.S. TENANT STORAGE S.P. STANDPIPE E.C.R. ELEVATOR CONTROL ROOM WALL FRAMING NOTES: COMMON AREA FLOOR FINISHES: F.D. MIRR. D.S. SCALE: 3/32" = 1'-0"1 BUILDING #1 T01 - LEVEL 3 LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'4'12' 24' 3/32 inch = 1 foot 8' SCALE: 3/32" = 1'-0"2 BUILDING #1 T01 - LEVEL 4 SCALE: 3/16" = 1'-0"3 ENLARGED IDF/MECH./T.S. CLOSET SCALE: 3/16" = 1'-0"5 ENLARGED BDA CLOSET-LEVEL 4 0'4'12' 24' 3/32 inch = 1 foot 8' SCALE: 3/16" = 1'-0"4 ENLARGED MECH. CLOSET - LEVEL 3 1 A4.1.5 4 A4.1.5 2 A4.1.5 3 A4.1.5 P S P S P S 1/4" / 12"1/4" / 12"6:12 4:124:126:12 6:12 6:126:126:126:12 4:126:124:126:126:12 4:126:126:12 6:12 6:126:126:126:12 6:126:126:124:126:12 1/4" / 12"1/4" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/4" / 12"ROOF ACCESS DOOR 1/4" / 12"1/4" / 12"WALKING PAD 1/4" / 12"1/4" / 12"SOFFIT VENT 18' - 0" SOFFIT VENT 18' - 0" SOFFIT VENT 18' - 0" SOFFIT VENT 18' - 0"SOFFIT VENT19' - 0"SOFFIT VENT10' - 0"SOFFIT VENT19' - 0"SOFFIT VENT10' - 0"RIDGE VENT15' - 0"RIDGE VENT15' - 0"RIDGE VENT15' - 0"RIDGE VENT 15' - 0" RIDGE VENT 15' - 0"RIDGE VENT15' - 0"RIDGE VENT20' - 0"RIDGE VENT15' - 0"SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 12' - 0" SOFFIT VENT 12' - 0" SOFFIT VENT 12' - 0" SOFFIT VENT 12' - 0" SOFFIT VENT 12' - 0" SOFFIT VENT 12' - 0" 1501 P S AD8.1.2 3 D.S. D.S.D.S.D.S.D.S. D.S. D.S. D.S. D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S.D.S.D.S.D.S. D.S. D.S. D.S.D.S.D.S.D.S. D.S. D.S. D.S. PLATFORM & HATCH ACCESS AC CONDENSERS ON RACKS 6' - 0"10' - 1 7/8" 6:12 SOLAR READY ZONE SOLAR READY ZONE SCALE: 3/32" = 1'-0"1 BUILDING #1 T01 - ROOF PLAN © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:38:08 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.1.3 BUILDING #1 T01 - ROOF PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H ROOF PLAN LEGEND ROOF DRAIN PRIMARY / SECONDARY RE: DETAIL 5/AD8.1.2 CONTINUOUS GUTTER (5"X5" TYP.) DOWNSPOUT (5"X5" AT APARTMENT) (3"X4" AT GARAGE & CLUB) MIN. 22" X 30" 1 HR. RATED ATTIC ACCESS HATCH 30" WIDE ROOF TRAFFIC PADS CRICKET (SLOPE, ACHIEVED W/ RIGID INSULATION)1'-6"D.S. 1'-6" F.O.S. ROOF PLAN NOTES ATTIC VENTILATION REQUIREMENTS: 1. REQUIRED VENTILATION = 1/300 2. 50% OF VENTS SHALL BE PROVIDED IN UPPER 1/3 (MIN.) OF THE TOTAL SPACE TO BE VENTILATED. 3. SOFFIT VENTS BASED ON 4" SOFFIT VENT, WHICH HAS A NET FREE VENT AREA OF 16 SQ. IN. PER LINEAR FOOT. 4. RIDGE VENTS SHALL HAVE A MIN. NET FREE VENT AREA OF 18 SQ. IN. PER LINEAR FOOT. 5. GRAVITY VENTS HAVE A MIN. NET FREE AREA OF 60 SQ. IN. BASIS OF DESIGN - MASTER FLOW SSB960 METAL SLANT BACK LOUVER SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN TO GUTTER AND DOWNSPOUTS PER PLANS. 2. ALL DOWNSPOUTS SHALL BE ROUTED TO STORM (RE: MEP AND CIVIL DRAWINGS) 3. ALL DOWNSPOUTS SHALL BE PLACED IN APPROXIMATE LOCATION AS SHOWN ON PLANS. 4. ALL ROOF SLOPES ARE TO BE 6/12 U.N.O. ON PLANS. 5. ROOF OVERHANGS ARE 1'-6" U.N.O. ON PLANS. 6. PROVIDE CONCEALED METAL WALL FLASHING AT ALL AREAS WHERE ROOF MEETS VERTICAL WALL WITH A MINIMUM 8 INCH VERTICAL LEG. 7. PROVIDE VALLEY FLASHING AND METAL DRIP PER MANUFACTURER'S INSTALLATION DIRECTION AND SPECIFICATION. 8. ROOF VENTILATION REQUIREMENTS SHALL COMPLY WITH 2021 IBC SECTION 1203.2 ATTIC SPACES. LOW SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN INTO ROOF DRAINS PER PLANS. 2. ALL LOW SLOPE ROOFS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT U.N.O. 3. ALL CRICKETS SLOPES SHALL BE 1/4" PER FOOT MINIMUM U.N.O. 4. REFER TO M.E.P. DRAWINGS FOR EQUIPMENT. 5. PROVIDE WALKING SURFACES AROUND EQUIPMENT IN ACCORDANCE TO ROOFING MEMBRANE MANUFACTURER'S RECOMMENDATION. REFER TO PLANS FOR LOCATIONS.0'-6"F.O.S. P S TYPICAL ROOF OVERHANG, U.N.O. TYPICAL GABLE OVERHANG, U.N.O. RIDGE VENTS GRAVITY VENT A/C CONDENSERS ON ROOF RACKS (RE: MEP DWG'S) SOLAR READY ZONE 0'4'12' 24' 3/32 inch = 1 foot 8' AREA UNDER ROOF TOTAL VENTING REQUIRED UPPER VENT TYPE SPECIFIED RIDGE ROOF VENT GRAVITY ROOF VENT TOTAL UPPER VENTILATION PROVIDED LOWER VENT TYPE SPECIFIED CONTINUOUS SOFFIT VENT GRAVITY ROOF OF VENTS TOTAL LOWER VENTILATION PROVIDED TOTAL VENTILATION PROVIDED UPPER VENTING REQUIRED LOWER VENTING REQUIRED 8911 SQ. IN. 2280 SQ. IN. 4530 SQ. IN. 2250 SQ. IN. 4512 SQ. IN. 0 SQ. IN. 4512 SQ. IN. 9042 SQ. IN. 4455.5 SQ. IN. 4455.5 SQ. IN. BUILDING TYPE 01 ROOF -VENTING REQUIREMENT 18564 SQ. FT. 125 LF 38 EA. 282 LF 0 EA. @ 18 SQ. IN. = @ 60 SQ. IN. = @ 16 SQ. IN. = @ 60 SQ. IN. =A 01/26/2026 PERMIT REVISIONS EQEQEQ EQ EQEQEQEQEQ EQ 6' - 0"6' - 0"EQEQEQ EQ EQEQEQEQEQEQEQ EQ EQEQEQ EQEQEQEQ21' - 7"EQ 10' - 6"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"10' - 6"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"EQEQEQ 21' - 7"EQEQEQELEVATOR DOOR CENTERLINE 6' - 3" 2' - 6"LANDING CENTERLINEMID LANDING CENTERLINEMID LANDING CENTERLINELANDING CENTERLINEEQEQ6' - 0"6' - 0"EQEQ3' - 7"61' - 2"68' - 11"EQEQEQ 21' - 7"EQ 12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"10' - 6"EQ 21' - 7"EQ EQ EQ EQEQEQ EQ EQEQ36"X36" ATTIC ACCESS DOOR @ LVL 4 ONLY 4' - 9" 2' - 6"LANDING CENTERLINEMID LANDING CENTERLINELANDING CENTERLINEMID LANDING CENTERLINEELEVATOR DOOR CENTERLINESMOKE GUARD HOUSING ACCESS PANEL © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/8" = 1'-0" 3/17/2026 9:38:13 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.1.4 BUILDING T01 - REFLECTED CEILING PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/8" = 1'-0"1 BUILDING T01 - LEVEL 1 REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0"2 BUILDING T01 - LEVEL 2-4 REFLECTED CEILING PLAN CORRIDOR PLAN LEGEND CEILING MOUNTED OR WALL MOUNTED LIGHT RE: ELECTRICAL EMERGENCY BUG LIGHTS RE: ELECTRICAL EXIT LIGHT (CEILING OR WALL MOUNTED) RE: ELECTRICAL GENERAL NOTES 1. THESE ENLARGED CORRIDOR PLANS ARE FOR ARCHITECTURAL DESIGN INTENT ONLY. CONTRACTOR SHALL ALSO REFERENCE PLANS PREPARED BY MEP ENGINEER OF THIS PROJECT. 2. CONTRACTOR SHALL VEIFY DIMENSIONS AND REQUIREMENTS WITH PLANS PREPARED BY MEP ENGINEER. 3. CONTRACTOR SHALL CONTACT ARCHITECT AND MEP ENGNEER TO CLARIFY ANY DISCREPANCIES, MEP CONFLICTS AND/OR DIMENSIONS PRIOR TO CONSTRUCTION AND/OR INSTALL. 4. SMOKE GUARD BASIS OF DESIGN IS M400 (10"W X 55"L) LIGHT FIXTURE RE: ELECTRICAL MIN. 36" X 36" ATTIC ACCESS DOOR 8' - 0" A.F.F. FURR DOWN C1-G2/C1/C1/C1 A1/A1/A1/A1 A1/A1/A1/A1 B1/B1/B1/A3 B1/B1/B1/B1 A2/A2/A2-G2/A2-G2 A2/A2/A2/A2 C1/C1/C1/C1 B2/B2/B2/B2 A2/A2/A2/A2 A2/A2/A2/A2 B0/B0/B0/B0 B1/B1/B1/A3 A1/A1/A1/A1 A1/A1/A1/A1 B2/B2/B2/B2 B2/B2/B2/B2 STAIR C1/C1/C1/C1C1/C1/C1/C1 STAIR B2/B2/B2/B2 LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"9' - 1 1/8"10' - 7 7/8"10' - 7 7/8"10' - 7 7/8"EF2aEF4aEF3aE10 MAX HEIGHT55' - 0"4:12 12 6 12 6 12 6 6:12 6:12 12 6 12 6 12 6 12 6 12 6 6:12 4:12 4:12 C CCCCCCCCCCCCCCC CCCCCCCCC CCCCCCC CCCCCCCCCCCC C C C C CCC C C C C C C C C C CC C C C C C C C E1 E1 E1 E1E1E1E1E1E1 E1 E1 E1 E15 1 AD2.2.1E5E14EF4bEF4bE5EF4a 6:126:126:12 6:12 2 AD2.2.1 3 AD2.2.1 4 AD2.2.1 E12 E6 E215' - 6"E7 A5.3.1 1 A5.3.1 2 A5.3.1 3 A5.3.1 6 A5.3.1 4 E16 AD8.2.1 1 AD8.2.1 1 E9 S3 EW EW EW EW EW EC1EB EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.41' - 0 3/4"11 AD8.1.1 LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"10' - 7 7/8"10' - 7 7/8"10' - 7 7/8"9' - 1 1/8"41' - 0 3/4"EF2aEF4aE10EF4b MAX HEIGHT55' - 0"12 6 12 6 12 6 12 6 12 6 6:12 6:12 6:12 4:12 4:12 12 6 12 6 12 6 C C C C C C C C C C CCC C C C C C CCCC C C C C CC C C C C C CCCC C CC CC C CC CC C C C C C C C C CC C C CC CC E2 E1 E1 E1 E2E2 E1E1E1E1E1E1 E1 E1 E1 E2 4:12 E5 EF3aE14E15E5E5 6:12 E12 E21 5' - 6"E21E215' - 6"E21E215' - 6"E6E7E16E16 E16 AD8.2.1 1 AD8.2.1 1 E9 S2 EZ EZ EZ EZ EZ EB UB UB UB UB EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ. 11 AD8.1.1 LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"9' - 1 1/8"10' - 7 7/8"10' - 7 7/8"10' - 7 7/8"41' - 0 3/4"EF4aEF2aEF4bEF3aE10 MAXIMUM HEIGHT55' - 0"6:12 12 6 12 6 12 6 12 6 6:12 C C CCC CCC CCC Ct Ct Ct C C C C E5 E5 E14E13 E9 E12 6:12 E6 S2 EW EC1 EW 5' - 6"EB EQ.EQ.EQ.EQ. A5.3.1 6 SIM LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"9' - 1 1/8"10' - 7 7/8"10' - 7 7/8"10' - 7 7/8"41' - 0 3/4"EF4aE10EF4bEF2aEF3a MAXIMUM HEIGHT55' - 0"6:12 12 6 12 6 6:12 12 6 C CC CC CC Ct Ct Ct CC CC CC CC E19 E5 E14E13E5E5 E9 E12 6:12 12 6 E6 5 AD2.2.1 A5.3.1 6 SIM S1 EW EC1 EW 5' - 6"EB EQ.EQ.EQ.EQ.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO.DATE:REVISION DESCRIPTION:SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:13:15 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.1.5 BUILDING T01 - ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026EXTERIOR FINISH LEGEND KEY VALUE KEYNOTE TEXT EF2a FIBER CEMENT LAP SIDING 01 (AGED PEWTER) EF3a FIBER CEMENT CEDAR SHAKE 01 (COBBLESTONE) EF4a FIBER CEMENT BOARD & BATTEN SIDING 01 (ARTIC WHITE) EF4b FIBER CEMENT SMOOTH PANEL 01 (ARTIC WHITE) EXTERIOR KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E5 FIBER CEMENT TRIM COLOR: ARTIC WHITE E6 6X6 VINYL WINDOWS; COLOR WHITE E7 6'-0" SLIDING DOORS; COLOR WHITE E9 ALUMINUM STOREFRONT SYSTEMS; COLOR: DARK BRONZE E10 COMPOSITION SHINGLES ROOF SYSTEM - WEATHERED WOOD E12 WOOD FRAMED AWNING E13 DOWNSPOUT - PREFINISHED E14 GUTTER - PREFINISHED E15 ROMEO & JULIET RAILING E16 DOWNSPOUT NOZZLE (BASIS OF DESIGN: JAY R. SMITH 1775) E19 PROPOSED METER CENTER LOCATION TO BE PAINTED COLOR OF WALL E21 EXTERIOR LIGHT FIXTURE LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H SCALE: 3/32" = 1'-0"1 BUILDING T01 - FRONT ELEVATION SCALE: 3/32" = 1'-0"2 BUILDING T01 - REAR ELEVATION SCALE: 3/32" = 1'-0"3 BUILDING T01 - SIDE ELEVATION A SCALE: 3/32" = 1'-0"4 BUILDING T01 - SIDE ELEVATION B FIXTURE LEGEND BUILDING WALLPACK NOTES: 1. REFER TO MEP AND OWNER'S ELECTRICAL FIXTURE SELECTION SCHEDULE FOR MORE INFORMATION REGARDING THESE ELECTRICAL AND MECHANICAL ITEMS. EW EXTERIOR SCONCE (LARGE) EXTERIOR SCONCE (SMALL) EB RECESSED LIGHT DUAL HEADED MOONLIGHTS EZ EC1 EXHAUST VENT INTAKE VENT EA UNIT EXTERIOR SCONCE (SMALL) GARAGE EXTERIOR SCONCE (SMALL) GS UB 254' - 0" 1' - 2" 12' - 0"18' - 7"61' - 10 1/2"70' - 9"57' - 10 1/2"18' - 7"12' - 0" 1' - 2"73' - 3"4' - 4 1/2"26' - 1"40' - 1 1/2"2' - 8"254' - 0"73' - 3"4' - 4 1/2"26' - 1"40' - 1 1/2"2' - 8"12' - 3"20' - 2"61' - 2 1/2"70' - 9"57' - 2 1/2"20' - 2"12' - 3"1' - 8"67' - 8"1' - 8"4' - 1"67' - 8"1' - 6"1' - 6"67' - 8"4' - 1"1' - 8"67' - 8"1' - 8"25' - 1 3/8"6' - 11"38' - 11 5/8"ELEVATOR PIT FFE = 46.50' STAIR ESTAIR F REFER TO LANSDCAPE FOR PATIOS (TYP.) 1' - 7 1/2"6' - 4"4' - 0 1/2"6' - 4"14' - 6"13' - 8"6' - 4"5' - 9"6' - 4"25' - 9 1/2" RECESS RECESS RECESS RECESS5 1/2"5 1/2"5 1/2"5 1/2"118' - 0"8' - 6"125' - 2" FFE = 51.50'CORRIDORCORRIDORCORRIDOR CORRIDORF.D.14' - 1 1/2"33' - 6 1/2"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:38:15 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.1.6 BUILDING #3 T01 - LEVEL 1 SLAB PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SLAB PLAN NOTES SLAB OPENING CONCRETE SLAB 3/4" RECESSED SLAB ● AT SLIDING DOORS 1. FOUNDATION FORMING PLANS ARE FOR ARCHITECTURAL DESIGN INTENT ONLY. CONTRACTOR SHALL ALSO REFERENCE PLANS PREPARED BY STRUCTURAL ENGINEER. CONTRACTOR SHALL VERIFY DIMENSIONS AND REQUIREMENTS WITH PLANS PREPARED BY STRUCTURAL ENGINEER. CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL ENGINEER TO CLARIFY ANY DISCREPANCIES, STRUCTURAL CONFLICTS AND/OR DIMENSIONS PRIOR TO CONCRETE BEING PLACED. 2. REFER TO LANDSCAPE DRAWINGS FOR ALL COURTYARD AND TERRACE DRAINS AND SLOPES. 3. CONTRACTOR TO VERIFY ALL SPOT ELEVATIONS AT PODIUM DRAIN LOCATED IN THE GARAGE WITH STRUCTURAL DRAWINGS. SLAB PLAN LEGEND FLOOR DRAINF.D. SCALE: 3/32" = 1'-0"1 BUILDING #3 T01 - SLAB PLAN LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'4'12' 24' 3/32 inch = 1 foot 8' B2 31163116 B0 31083108 A1 31143114 A1 31123112 A3 31103110 A2 31043104 B2 31023102 C1 31153115 A1 31133113 A1 31113111 A3 31093109 B1 31073107 A2 31033103 C1 31013101 A2 31063106 251' - 8"73' - 3"254' - 0"73' - 3"VEST.RISERT.SE.C.R.T.S.T.ST.SVEST. STAIR ESTAIR F ELEV. A2-G2 31053105 S1 S305 S2 S300 3107 3106 3105 3102 3103 3104 3101 31083100 C C C C C C C C C C C C C C E2 C E2C E2 C C C C C C C C CCCCC CCCCC CCCCC C 42' - 6 1/2"1" A.S.24' - 11"1" A.S.24' - 11"1" A.S.35' - 2"1" A.S.9' - 5"25' - 9"1" A.S.22' - 11"1" A.S.22' - 11"1" A.S.42' - 6 1/2"30' - 3 1/2"4" A.S.9' - 4 1/2"4" A.S.32' - 11"30' - 3 1/2"4" A.S.9' - 4 1/2"4" A.S.32' - 11"ELEC. METERW1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W5.1 W5.1 W2.1a W2.1a W2.1aW2.1aW2.1a W5.1 W5.1 W3.1a W3.1a W6.3 W6.3 W6.3 W3.1a W3.1a IDF S301 S303 W3.1a W3.1a S.P. 1 A4.1.5 MIRR. 2 A4.1.5 MIRR. W4.1a W4.1a W4.1a A6.1.1 1 MIRR. A6.1.2 1 A6.2.1 1MIRR. AD4.1.1 16 AD4.1.2 2 AD4.1.2 2 AD4.1.2 4 AD4.1.2 2 AD4.1.2 2 AD4.1.2 2 AD4.1.1 16 AD4.1.2 3 AD4.1.1 16 AD4.1.2 2 AD4.1.2 2 AD4.1.2 2 AD4.1.2 4 AD4.1.1 16 AD4.1.2 2 AD4.1.2 2 AD4.1.2 3 E2 W1.1a A4.1.1 3 MIRR. D.S. D.S. D.S. D.S. D.S.D.S. D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S.D.S. D.S. D.S. MIRR. S4 S304 S1 S302 ELEC. METERS.P.F.E.C.F.E.C.F.E.C. 28' - 1"90' - 3 1/2"10' - 8"96' - 10 1/2"28' - 1"1' - 8"31' - 0"36' - 8"1' - 8"A4.1.2 34' - 4 1/2"25' - 11"30' - 3"2' - 8"1' - 6"4' - 1"1' - 8"1' - 6"4' - 4 1/2"25' - 11"D.S.2' - 8"30' - 7"4' - 1"1' - 8"MIRR. 12' - 3"20' - 2"11' - 3 1/2" 6' - 2"6' - 1"6' - 1"7' - 10"6' - 3"5' - 3"6' - 0 1/2" 12' - 1"12' - 10" 6' - 0"6' - 1"6' - 10"6' - 0"6' - 0"6' - 1"6' - 10"6' - 0" 12' - 1"12' - 10"13' - 2"12' - 7" 8' - 3"4' - 11"6' - 7"6' - 0" 11' - 7"11' - 4" 6' - 0"5' - 7"5' - 4"6' - 0" 11' - 4"11' - 7" 6' - 0"5' - 4"5' - 7"6' - 0" 11' - 3 1/2"20' - 2"12' - 3" 6' - 0 1/2"5' - 3"6' - 3"7' - 10"6' - 1"6' - 1"6' - 2" 12' - 0"18' - 7"11' - 11 1/2" 7' - 2 1/2" 4' - 9 1/2"5' - 2 1/2" 13' - 4 1/2" 5' - 11" 6' - 0 1/2" 12' - 1"12' - 10" 6' - 0"6' - 1"6' - 10"6' - 0" 12' - 1"12' - 10" 6' - 0"6' - 1"6' - 10"6' - 0" 11' - 7"12' - 0"11' - 7" 6' - 0"5' - 7"6' - 1"5' - 11"5' - 7"6' - 0" 13' - 2"12' - 7" 8' - 3"4' - 11"6' - 7"6' - 0" 11' - 7"11' - 4" 6' - 0"5' - 7"5' - 4"6' - 0" 11' - 4"11' - 7" 6' - 0"5' - 4"5' - 7"6' - 0" 11' - 11 1/2"18' - 7"12' - 0" 6' - 0 1/2"5' - 11"13' - 4 1/2" 5' - 2 1/2"4' - 9 1/2" 7' - 2 1/2"6' - 6"6' - 2 1/2"6' - 11"6' - 3 1/2"12' - 3"6' - 6 1/2"5' - 1 1/2"6' - 4"6' - 6"6' - 2 1/2"6' - 11"6' - 3 1/2"6' - 4"5' - 1 1/2"6' - 6 1/2"12' - 3"W1.1a 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) F.E.C. 43' - 9 1/2" 0" A.S. 24' - 11" 0" A.S. 25' - 0" 1" A.S. 35' - 2" 1" A.S. 9' - 5"25' - 9" 0" A.S. 23' - 1" 0" A.S. 23' - 0" 0" A.S. 43' - 8 1/2" W2.1aW2.1a 11' - 7"11' - 7"12' - 0" 6' - 0"5' - 7"6' - 1"5' - 6"6' - 0"6' - 0" A2-G2 32053205 A2 32033203 C1 32013201 B2 32023202 A2 32043204 A2 32063206 B0 32083208 B1 32103210 A1 32123212 A1 32143214 B2 32163216 B1 32073207 B1 32093209 A1 32113211 A1 32133213 C1 32153215 254' - 0" 43' - 8 1/2" 1" A.S. 24' - 11" 1" A.S. 24' - 11" 1" A.S. 35' - 2" 1" A.S. 35' - 2" 1" A.S. 22' - 11" 1" A.S. 22' - 11" 1" A.S. 43' - 8 1/2" W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W5.1 W5.1 W3.1a W3.1a W3.1a W3.1a W5.1 W5.1 W6.3 W6.3 ELEV. STAIR ESTAIR F MECH. 3200 32023201 W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W4.1a C C C C C C C C C C C C C C C C C C C C C C C CtCt C C C C C C C C C CCC CCC CCCC CC E1 E1 E1E1 S.P.S.P. A6.2.1 1 MIRR. A6.1.2 2 MIRR. A6.1.1 2 MIRR.1' - 8"31' - 0"5' - 8"31' - 0"1' - 8"28' - 1"90' - 3 1/2"10' - 8"96' - 10 1/2"28' - 1" A4.1.2 31' - 6"4' - 1"1' - 8"1' - 8"4' - 1"1' - 6"MIRR. 12' - 3"20' - 2"11' - 3 1/2"12' - 1"12' - 10"12' - 1"12' - 11"11' - 7"11' - 7"12' - 0"11' - 7"11' - 4"11' - 4"11' - 7"11' - 3 1/2"20' - 2"12' - 3"11' - 7"11' - 7"12' - 0" 6' - 2"6' - 1"6' - 1"7' - 10"6' - 3"5' - 3"6' - 0 1/2"6' - 0"6' - 1"6' - 10"6' - 0"6' - 0"6' - 1"6' - 10"6' - 0"6' - 0"5' - 7"6' - 1"5' - 6"6' - 0"6' - 0"6' - 0"5' - 7"5' - 4"6' - 0"6' - 0"5' - 4"5' - 7"6' - 0"6' - 0 1/2"5' - 3"6' - 3"7' - 10"6' - 1"6' - 1"6' - 2"6' - 0"5' - 7"6' - 1"5' - 6"6' - 0"6' - 0"73' - 3"30' - 3 1/2"4" A.S.9' - 4 1/2"4" A.S.32' - 11"4' - 4 1/2"25' - 11"30' - 3"2' - 8"6' - 6"6' - 2 1/2"6' - 11"6' - 3 1/2"6' - 4"5' - 1 1/2"6' - 6 1/2"12' - 3"73' - 3"30' - 3 1/2"4" A.S.9' - 4 1/2"4" A.S.32' - 11"4' - 4 1/2"25' - 11"2' - 8"30' - 7"6' - 6"6' - 2 1/2"6' - 11"6' - 3 1/2"12' - 3"6' - 6 1/2"5' - 1 1/2"6' - 4"251' - 8" 42' - 6 1/2"1" A.S.24' - 11"1" A.S.24' - 11"1" A.S.35' - 2"1" A.S.1" A.S.22' - 11"1" A.S.22' - 11"1" A.S.42' - 6 1/2" 12' - 0"18' - 7"11' - 11 1/2" 7' - 2 1/2" 4' - 9 1/2"5' - 2 1/2" 13' - 4 1/2" 5' - 11" 6' - 0 1/2" 12' - 1"12' - 10" 6' - 0"6' - 1"6' - 10"6' - 0" 12' - 1"12' - 10" 6' - 0"6' - 1"6' - 10"6' - 0" 11' - 7"12' - 0"11' - 7"11' - 7"11' - 4" 6' - 0"5' - 7"5' - 4"6' - 0" 11' - 4"11' - 7" 6' - 0"5' - 4"5' - 7"6' - 0" 11' - 11 1/2"18' - 7"12' - 0" 6' - 0 1/2"5' - 11"13' - 4 1/2" 5' - 2 1/2"4' - 9 1/2" 7' - 2 1/2" 35' - 2" 11' - 7"11' - 7"12' - 0" 6' - 0"5' - 7"6' - 1"5' - 6"6' - 0"6' - 0"6' - 0"5' - 7"6' - 1"5' - 11"5' - 7"6' - 0" AD4.2.2 9 CANOPY BELOW AD4.2.2 9 CANOPY BELOW AD4.2.2 9 CANOPY BELOW CANOPY BELOW AD4.2.2 9 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS F.E.C.F.E.C.F.E.C.F.E.C.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:38:24 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.1.7 BUILDING #3 T01 - LEVEL 1 & 2 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026BUILDING PLAN LEGEND: GENERAL NOTES: NOTE: REFER TO ID DWG'S FOR LOCATIONS AND MATERIALS OF FLOOR FINISHES NOT LISTED BELOW. 1. ALL LEVELS OF EXTERIOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 2. ALL LEVELS INTERIOR CORRIDOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 3. REFER TO UNIT PLANS FOR LOCATION OF ALL 2X6 WALLS BUILDING CORRIDORS: CONCRETE TENANT STORAGE: CLEAR, NON-SLIP SEALER ELEC. ROOMS: CLEAR, NON-SLIP SEALER MECHANICAL CLOSETS: CLEAR, NON-SLIP SEALER F.E. WX FIRE EXTINGUISHER CABINET (SEMI RECESSED) SCHEDULED PARTITION TYPE SCHEDULED DOOR TYPE SCHEDULED WINDOW TYPE FLOOR DRAIN BOLLARD DOWN SPOUT 2HR WALL MIRRORED UX X SX B. SCHEDULED STOREFRONT B.F.T. BARRIER FREE THRESHOLD F.O.S. FACE OF STUD (WOOD) F.O.M. FACE OF MASONRY M.O. MASONRY OPENING A.S. AIRSPACE TELE. TELECOMM CLOSET MECH. MECHANICAL CLOSET T.S. TENANT STORAGE S.P. STANDPIPE E.C.R. ELEVATOR CONTROL ROOM WALL FRAMING NOTES: COMMON AREA FLOOR FINISHES: F.D. MIRR. D.S. SCALE: 3/32" = 1'-0"1 BUILDING #3 T01 - LEVEL 1 LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H SCALE: 3/32" = 1'-0"2 BUILDING #3 T01 - LEVEL 2 0'4'12' 24' 3/32 inch = 1 foot 8' B2 33163316 C1 33153315 A2 33033303 A2 33053305 A2 33043304 A2 33063306 A1 33123312 A1 33143314 B2 33023302 A1 33133313 A1 33113311 C1 33013301 B0 33083308 B1 33073307 B1 33093309 B1 33103310 251' - 8"73' - 3"254' - 0"73' - 3"IDF STAIR ESTAIR F ELEV. C C C C C C C C C C C C C C C C C C CtCt C C C C C C C C C C CCCC E1 E1 E1 E1 E1 E1 E1 E1 E1 E1E1 E1E1 E1E1 E1 33023301 3300 S.P. NOTE: REFER TO SHEET A4.1.7 FOR DIMENSIONS & NOTES NOT SHOWN ON THIS SHEET. A6.1.1 2 MIRR. A6.1.2 2 MIRR. S.P. A4.1.2 3 MIRR.4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS F.E.C.F.E.C.F.E.C.F.E.C. B2 34163416 C1 34153415 A2 34033403 A2 34053405 A2 34043404 A2 34063406 A1 34123412 A1 34143414 B2 34023402 A1 34133413 A1 34113411 C1 34013401 B0 34083408 B1 34073407 B1 34093409 B1 34103410 251' - 8"73' - 3"254' - 0"73' - 3"MECH. STAIR E STAIR F ELEV. C C C C C C C C C C C C C C C C C C C C C C C Ct Ct C C C C C C C C C CCC CCC CCCC CC E1 E1 E1E1 3402 3401 3400 S.P.S.P. AD4.1.1 10 AD4.1.2 5 AD4.1.2 5 AD4.1.2 6 AD4.1.1 13 AD4.1.2 5 AD4.1.2 5 AD4.1.2 5 AD4.1.1 10 AD4.1.1 10 AD4.1.2 5 AD4.1.2 5 AD4.1.2 6 AD4.1.1 13 AD4.1.2 5 AD4.1.2 5 AD4.1.2 5 AD4.1.1 10 AD4.1.1 13AD4.1.1 13 NOTE: REFER TO SHEET A4.1.7 FOR DIMENSIONS & NOTES NOT SHOWN ON THIS SHEET. A6.1.1 3 A6.1.2 3MIRR. DRAINS FROM ROOF 4" ROOF DRAINS DRAINS FROM ROOF DRAINS FROM ROOF DRAINS FROM ROOF 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS ATTIC ACCESS HATCH S.P. A4.1.2 3MIRR.F.E.C.F.E.C.F.E.C.F.E.C.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:38:32 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.1.8 BUILDING #3 T01 - LEVEL 3 & 4 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026BUILDING PLAN LEGEND: GENERAL NOTES: NOTE: REFER TO ID DWG'S FOR LOCATIONS AND MATERIALS OF FLOOR FINISHES NOT LISTED BELOW. 1. ALL LEVELS OF EXTERIOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 2. ALL LEVELS INTERIOR CORRIDOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 3. REFER TO UNIT PLANS FOR LOCATION OF ALL 2X6 WALLS BUILDING CORRIDORS: CONCRETE TENANT STORAGE: CLEAR, NON-SLIP SEALER ELEC. ROOMS: CLEAR, NON-SLIP SEALER MECHANICAL CLOSETS: CLEAR, NON-SLIP SEALER F.E. WX FIRE EXTINGUISHER CABINET (SEMI RECESSED) SCHEDULED PARTITION TYPE SCHEDULED DOOR TYPE SCHEDULED WINDOW TYPE FLOOR DRAIN BOLLARD DOWN SPOUT 2HR WALL MIRRORED UX X SX B. SCHEDULED STOREFRONT B.F.T. BARRIER FREE THRESHOLD F.O.S. FACE OF STUD (WOOD) F.O.M. FACE OF MASONRY M.O. MASONRY OPENING A.S. AIRSPACE TELE. TELECOMM CLOSET MECH. MECHANICAL CLOSET T.S. TENANT STORAGE S.P. STANDPIPE E.C.R. ELEVATOR CONTROL ROOM WALL FRAMING NOTES: COMMON AREA FLOOR FINISHES: F.D. MIRR. D.S. SCALE: 3/32" = 1'-0"1 BUILDING #3 T01 - LEVEL 3 LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H SCALE: 3/32" = 1'-0"2 BUILDING #3 T01 - LEVEL 4 0'4'12' 24' 3/32 inch = 1 foot 8' P S P S P S P S6:126:124:126:126:12 6:12 6:126:126:126:12 4:124:126:12 6:12 4:126:126:12 6:12 6:126:126:12 6:126:12 6:124:126:126:124:121/4" / 12"1/4" / 12"1/2" / 12" 1/2" / 12"1/4" / 12"1/4" / 12"1/2" / 12"1/2" / 12" 1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/4" / 12"ROOF ACCESS DOOR WALKING PAD 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"3501 ATTIC ACCESS DOOR NOTE: MIRR. OF BUILDING #1 T01 REFER TO SHEET A4.1.3 FOR DIMENSIONS & NOTES NOT SHOWN ON THIS SHEET. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S.D.S.D.S. D.S.D.S. D.S.D.S.D.S.D.S. D.S. D.S. D.S. AD8.1.2 3 AC CONDENSERS ON RACKS PLATFORM & HATCH ACCESS 10' - 1 7/8"6' - 0"SOLAR READY ZONE SOLAR READY ZONE SCALE: 3/32" = 1'-0"1 BUILDING #3 T01 - ROOF PLAN © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:38:36 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.1.9 BUILDING #3 T01 - ROOF PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'4'12' 24' 3/32 inch = 1 foot 8' ROOF PLAN LEGEND ROOF DRAIN PRIMARY / SECONDARY RE: DETAIL 5/AD8.1.2 CONTINUOUS GUTTER (5"X5" TYP.) DOWNSPOUT (5"X5" AT APARTMENT) (3"X4" AT GARAGE & CLUB) MIN. 22" X 30" 1 HR. RATED ATTIC ACCESS HATCH 30" WIDE ROOF TRAFFIC PADS CRICKET (SLOPE, ACHIEVED W/ RIGID INSULATION)1'-6"D.S. 1'-6" F.O.S. ROOF PLAN NOTES ATTIC VENTILATION REQUIREMENTS: 1. REQUIRED VENTILATION = 1/300 2. 50% OF VENTS SHALL BE PROVIDED IN UPPER 1/3 (MIN.) OF THE TOTAL SPACE TO BE VENTILATED. 3. SOFFIT VENTS BASED ON 4" SOFFIT VENT, WHICH HAS A NET FREE VENT AREA OF 16 SQ. IN. PER LINEAR FOOT. 4. RIDGE VENTS SHALL HAVE A MIN. NET FREE VENT AREA OF 18 SQ. IN. PER LINEAR FOOT. 5. GRAVITY VENTS HAVE A MIN. NET FREE AREA OF 60 SQ. IN. BASIS OF DESIGN - MASTER FLOW SSB960 METAL SLANT BACK LOUVER SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN TO GUTTER AND DOWNSPOUTS PER PLANS. 2. ALL DOWNSPOUTS SHALL BE ROUTED TO STORM (RE: MEP AND CIVIL DRAWINGS) 3. ALL DOWNSPOUTS SHALL BE PLACED IN APPROXIMATE LOCATION AS SHOWN ON PLANS. 4. ALL ROOF SLOPES ARE TO BE 6/12 U.N.O. ON PLANS. 5. ROOF OVERHANGS ARE 1'-6" U.N.O. ON PLANS. 6. PROVIDE CONCEALED METAL WALL FLASHING AT ALL AREAS WHERE ROOF MEETS VERTICAL WALL WITH A MINIMUM 8 INCH VERTICAL LEG. 7. PROVIDE VALLEY FLASHING AND METAL DRIP PER MANUFACTURER'S INSTALLATION DIRECTION AND SPECIFICATION. 8. ROOF VENTILATION REQUIREMENTS SHALL COMPLY WITH 2021 IBC SECTION 1203.2 ATTIC SPACES. LOW SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN INTO ROOF DRAINS PER PLANS. 2. ALL LOW SLOPE ROOFS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT U.N.O. 3. ALL CRICKETS SLOPES SHALL BE 1/4" PER FOOT MINIMUM U.N.O. 4. REFER TO M.E.P. DRAWINGS FOR EQUIPMENT. 5. PROVIDE WALKING SURFACES AROUND EQUIPMENT IN ACCORDANCE TO ROOFING MEMBRANE MANUFACTURER'S RECOMMENDATION. REFER TO PLANS FOR LOCATIONS.0'-6"F.O.S. P S TYPICAL ROOF OVERHANG, U.N.O. TYPICAL GABLE OVERHANG, U.N.O. RIDGE VENTS GRAVITY VENT A/C CONDENSERS ON ROOF RACKS (RE: MEP DWG'S) SOLAR READY ZONE A 01/26/2026 PERMIT REVISIONS 242' - 3" 12' - 0"18' - 7"11' - 10 1/2"26' - 1"49' - 9"35' - 6"57' - 10 1/2"18' - 7"12' - 0"4' - 4 1/2"61' - 11"4' - 4 1/2"70' - 8"242' - 3" 12' - 0"18' - 7"11' - 10 1/2"26' - 1"49' - 9"35' - 6"57' - 10 1/2"18' - 7"12' - 0"70' - 8"4' - 4 1/2"61' - 11"4' - 4 1/2"ELEVATOR PIT FFE= -5'-0"1' - 8"23' - 5 3/8"6' - 11"37' - 3 5/8"1' - 8"1' - 8"67' - 8"1' - 8"1' - 6"67' - 8"1' - 6"1' - 6"67' - 8"1' - 6"1' - 8"67' - 8"1' - 8"1' - 8"67' - 8"1' - 8"STAIR D STAIR C 143' - 10"8' - 6"89' - 11" REFER TO SHEET A1.1.1 FOR FFE 4' - 0 1/2" 6' - 4"1' - 7 1/2"14' - 6"6' - 4"5' - 3"15' - 8"6' - 4"5' - 9"6' - 4"15' - 8"14' - 5"6' - 4"14' - 9"13' - 8"6' - 4"5' - 9"6' - 4"25' - 9 1/2" 1' - 7 1/2" 6' - 4" 4' - 0 1/2" REFER TO LANDSCAPE FOR PATIOS (TYP.) RECESS RECESS RECESS RECESS RECESS RECESS RECESS RECESS5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"CORRIDOR CORRIDOR CORRIDOR5 1/2"F.D. 1' - 10 1/2"13' - 0 1/2"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:38:39 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.2.0 BUILDING T02 - LEVEL 1 SLAB PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SLAB PLAN NOTES SLAB OPENING CONCRETE SLAB 3/4" RECESSED SLAB ● AT SLIDING DOORS 1. FOUNDATION FORMING PLANS ARE FOR ARCHITECTURAL DESIGN INTENT ONLY. CONTRACTOR SHALL ALSO REFERENCE PLANS PREPARED BY STRUCTURAL ENGINEER. CONTRACTOR SHALL VERIFY DIMENSIONS AND REQUIREMENTS WITH PLANS PREPARED BY STRUCTURAL ENGINEER. CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL ENGINEER TO CLARIFY ANY DISCREPANCIES, STRUCTURAL CONFLICTS AND/OR DIMENSIONS PRIOR TO CONCRETE BEING PLACED. 2. REFER TO LANDSCAPE DRAWINGS FOR ALL COURTYARD AND TERRACE DRAINS AND SLOPES. 3. CONTRACTOR TO VERIFY ALL SPOT ELEVATIONS AT PODIUM DRAIN LOCATED IN THE GARAGE WITH STRUCTURAL DRAWINGS. SLAB PLAN LEGEND FLOOR DRAINF.D. SCALE: 3/32" = 1'-0"1 BLDG. T02 - LEVEL 1 SLAB PLAN 0'4'12' 24' 3/32 inch = 1 foot 8' LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H BLDG. #2 BLDG. #4 BLDG. #5 1 A4.2.5 3 A4.2.5 2 A4.2.5 4 A4.2.5 B2 22022202 B2 22162216 B2 22152215 B0 22102210 B2 22012201 A2 22072207 A2 22052205 A3 22032203 A3 22042204 A2 22062206 STAIR CSTAIR D T.S. 242' - 3" 242' - 3" ELEV. 220022012202Ct 42' - 6 1/2"1" A.S.25' - 9"1" A.S.24' - 11"1" A.S.24' - 11"1" A.S.35' - 2"1" A.S.22' - 11"1" A.S.22' - 11"1" A.S.42' - 6 1/2" C C CC C C C C C C C C C C C C C C C C C C C C C C C C C Ct C C C CCCCC CCC CC E1 E1 E1E1 A2-G2 22082208 A1 22122212 A1 22112211 A1 22132213 A1 22142214 W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W5.1 W5.1 W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W5.1 W5.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W3.1a W3.1a W6.3 W6.3 W3.1a W3.1a CANOPY BELOW CANOPY BELOW CANOPY BELOW S.P.S.P. A6.2.1 1 MIRR. W2.1a B1-G2 22092209 A6.1.3 2 A6.1.4 2 28' - 5 1/2"114' - 7"10' - 8"60' - 1"28' - 5 1/2"1' - 8"31' - 0"5' - 8"31' - 0"1' - 8"A4.1.2 3 MIRR.1' - 6"1' - 6"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 6"1' - 6"A4.2.1 4 12' - 0"18' - 7"11' - 11 1/2"12' - 7"13' - 2"12' - 1"12' - 10"12' - 10"12' - 1"11' - 7"12' - 0"11' - 7"11' - 7"11' - 4"11' - 11 1/2"18' - 7"12' - 0" 6' - 0"6' - 7"4' - 11"8' - 3"6' - 0"6' - 1"6' - 10"6' - 1"6' - 0"6' - 10"6' - 1"6' - 0"70' - 8"30' - 3 1/2"4" A.S.9' - 5"4" A.S.30' - 3 1/2"25' - 11"4' - 4 1/2"25' - 11"4' - 4 1/2"6' - 3 1/2"6' - 11"6' - 2 1/2"6' - 6"6' - 3 1/2"6' - 11"6' - 2 1/2"6' - 6"12' - 0"18' - 7"11' - 11 1/2"12' - 7"13' - 2"12' - 1"12' - 11"12' - 10"12' - 1"12' - 1"12' - 3"10' - 11"11' - 7"11' - 4"11' - 5"11' - 7"12' - 0 1/2"18' - 7"12' - 0" 6' - 0"6' - 7"4' - 11"8' - 3"6' - 0"6' - 1"6' - 10"6' - 1"6' - 0"6' - 10"6' - 1"6' - 0"6' - 1"5' - 7"5' - 4"6' - 0"6' - 0"5' - 4"5' - 7"6' - 0"13' - 4 1/2" 5' - 2 1/2"4' - 9 1/2" 7' - 2 1/2"70' - 8"30' - 3 1/2"4" A.S.9' - 5"4" A.S.30' - 3 1/2"25' - 11"4' - 4 1/2"25' - 11"4' - 4 1/2"6' - 3 1/2"6' - 11"6' - 2 1/2"6' - 6"6' - 6"6' - 2 1/2"6' - 11"6' - 3 1/2"6' - 0"5' - 4"5' - 7"6' - 0" 42' - 6 1/2" 1" A.S. 25' - 9" 1" A.S.24' - 11" A.S.1" A.S. 24' - 11" 1" A.S. 35' - 2" A.S. 1" A.S. 22' - 11" 1" A.S. 22' - 11" 1" A.S. 42' - 6 1/2" 7' - 2 1/2" 4' - 9 1/2"5' - 2 1/2" 13' - 4 1/2"5' - 11"6' - 0 1/2" 7' - 2 1/2" 4' - 9 1/2"5' - 2 1/2" 13' - 4 1/2"5' - 9 1/2"6' - 2"6' - 0"5' - 7"6' - 0"6' - 0"5' - 7"6' - 0"6' - 0"5' - 7"5' - 4"6' - 0" 11' - 4"11' - 7" 6' - 0 1/2"5' - 11"13' - 4 1/2" 5' - 2 1/2"4' - 9 1/2" 7' - 2 1/2" 6' - 0 1/2"5' - 11"6' - 0"6' - 0"5' - 6"6' - 9"4' - 11"6' - 0" 4' - 2 1/2" AD4.2.2 9 AD4.2.2 9 AD4.2.2 9 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS4" ROOF DRAINS F.E.C.F.E.C.F.E.C. F.E.C. 1 A4.2.5 3 A4.2.5 2 A4.2.5 4 A4.2.5 B2 21152115 A1 21132113 A1 21112111 A3 21092109 A2 21072107 A2 21052105 A3 21032103 B2 21012101 B2 21022102 A2 21062106 A3 21042104 A1 21122112 A1 21142114 B2 21162116 B0 21102110 VEST.RISERE.C.R.IDF STAIR CSTAIR D 242' - 3"70' - 8"70' - 8"242' - 3"30' - 3 1/2"4" A.S.9' - 5"4" A.S.30' - 3 1/2"30' - 3 1/2"4" A.S.9' - 5"4" A.S.30' - 3 1/2"C C C C C E2 C C C E2 E2C E2 C C E2 C C E2 CE2 C C E2 C C C C C CCCCC CC CCCC CC C ELEV. 2103 2102 S200 2100 S1 S203 2104 2101 S2 W2.1a W4.1a 42' - 6 1/2"1" A.S.25' - 9"1" A.S.24' - 11"1" A.S.24' - 11"1" A.S.35' - 2"1" A.S.22' - 11"1" A.S.22' - 11"1" A.S.42' - 6 1/2" A2-G2 21082108 D.S. D.S.D.S.D.S. D.S. D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S.D.S.D.S.D.S.D.S. D.S. W3.1a W3.1a W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W5.1 W5.1 W5.1 W5.1 W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W5.1 W5.1 W2.1a W2.1a W2.1a W2.1a W2.1a W2.1a W3.1a S.P.S.P. S201 A6.2.1 1 A6.1.3 1 AD4.1.1 16 AD4.1.2 2 AD4.1.2 2 MIRR. A6.1.4 1 AD4.1.2 4 AD4.1.2 4 AD4.1.2 2 AD4.1.2 2 AD4.1.2 2 AD4.1.1 16 AD4.1.2 3 AD4.1.2 2 AD4.1.2 2 AD4.1.1 16AD4.1.2 2 AD4.1.2 2 AD4.1.1 16 AD4.1.2 2 AD4.1.2 2 AD4.1.2 4 AD4.1.2 4 AD4.1.2 3 W1.1 4100 5100 ELEC. METERSW1.1a A4.2.1 311' - 11 1/2"S202 S4ELEC. METERSW1.1a F.E.C. 28' - 5 1/2"115' - 9"5' - 10"63' - 9"28' - 5 1/2"1' - 8"31' - 0"5' - 8"31' - 0"1' - 8"A4.1.2 325' - 11"4' - 4 1/2"25' - 11"4' - 4 1/2"1' - 6"1' - 8"1' - 8"1' - 8"D.S.1' - 8"1' - 8"1' - 8"1' - 6"25' - 11"4' - 4 1/2"25' - 11"4' - 4 1/2"1' - 6"D.S.6' - 3 1/2"6' - 11"12' - 8 1/2"6' - 6"6' - 2 1/2"6' - 11"6' - 3 1/2"6' - 3 1/2"6' - 11"6' - 2 1/2"6' - 6"6' - 3 1/2"6' - 11"12' - 8 1/2"12' - 0"18' - 7"11' - 11 1/2"12' - 7"13' - 2"12' - 1"12' - 10"12' - 10"12' - 1"12' - 7"13' - 2"11' - 4"11' - 7"11' - 11 1/2"18' - 7"12' - 0" 7' - 2 1/2" 4' - 9 1/2"5' - 2 1/2" 13' - 4 1/2"5' - 11"6' - 0 1/2"6' - 0"6' - 7"4' - 11"8' - 3" 12' - 0"18' - 7"11' - 11 1/2"12' - 7"13' - 2" 6' - 0"6' - 7"4' - 11"8' - 3"7' - 2 1/2" 4' - 9 1/2"5' - 2 1/2" 13' - 4 1/2"5' - 11"6' - 0 1/2"6' - 0"6' - 1"6' - 10"6' - 0" 12' - 1"12' - 10"12' - 10"12' - 1" 6' - 0"6' - 10"6' - 1"6' - 0" 11' - 7"12' - 0"11' - 7"11' - 7"11' - 4"11' - 4"11' - 7"11' - 11 1/2"18' - 7"12' - 0" 6' - 0"5' - 7"5' - 11"6' - 1"5' - 7"6' - 0"6' - 0"5' - 7"5' - 4"6' - 0"6' - 0"5' - 4"5' - 7"6' - 0"6' - 0 1/2"5' - 11"13' - 4 1/2" 5' - 2 1/2"4' - 9 1/2" 7' - 2 1/2" 6' - 0"6' - 1"6' - 10"6' - 0"6' - 0"6' - 10"6' - 1"6' - 0"6' - 0"6' - 7"4' - 11"8' - 3"6' - 0"5' - 4"5' - 7"6' - 0"6' - 0 1/2"5' - 11"13' - 4 1/2" 5' - 2 1/2"4' - 9 1/2" 7' - 2 1/2" 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) 4" ROOF DRAIN (PRIMARY) 4" ROOF DRAIN (SECONDARY) AD4.1.2 11 F.E.C. F.E.C. F.E.C. 42' - 6 1/2" 1" A.S. 25' - 9" 1" A.S. 25' - 0" 0" A.S. 24' - 11" 1" A.S. 25' - 9"9' - 5" 1" A.S. 22' - 11" 0" A.S. 23' - 1" 0" A.S. 42' - 6 1/2" 11' - 7"11' - 4" 6' - 0"5' - 7"5' - 4"6' - 0" 2105 T.S.B1 B0 ELEV. T.S. VEST.RISERE.C.R.S201 2103 2102 AD4.1.2 2 D.S.6' - 11"5' - 6 1/2"10' - 9"9' - 5 1/2"5' - 10"5' - 7 1/2" 11' - 5 1/2"3' - 8"3' - 3"2' - 9 1/2"2' - 9"5' - 7"5' - 7 1/2"5" 3' - 10"1' - 7"3' - 7" W4.1a W3.1a W4.1a W4.1a W4.1a W3.1a W3.1a W4.1a S4 S202 5"6' - 0"3' - 0" 9' - 5"32' - 8"W2.1a 1' - 11 1/2"T.S.W4.1a 2105 W2.1a W4.1 W4.1 5' - 3 1/2"1' - 7 1/2"3' - 11 1/2"1' - 8" F.D.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:38:49 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.2.1 BUILDING T02 - LEVEL 1 & 2 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026BUILDING PLAN LEGEND: GENERAL NOTES: NOTE: REFER TO ID DWG'S FOR LOCATIONS AND MATERIALS OF FLOOR FINISHES NOT LISTED BELOW. 1. ALL LEVELS OF EXTERIOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 2. ALL LEVELS INTERIOR CORRIDOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 3. REFER TO UNIT PLANS FOR LOCATION OF ALL 2X6 WALLS BUILDING CORRIDORS: CONCRETE TENANT STORAGE: CLEAR, NON-SLIP SEALER ELEC. ROOMS: CLEAR, NON-SLIP SEALER MECHANICAL CLOSETS: CLEAR, NON-SLIP SEALER F.E. WX FIRE EXTINGUISHER CABINET (SEMI RECESSED) SCHEDULED PARTITION TYPE SCHEDULED DOOR TYPE SCHEDULED WINDOW TYPE FLOOR DRAIN BOLLARD DOWN SPOUT 2HR WALL MIRRORED UX X SX B. SCHEDULED STOREFRONT B.F.T. BARRIER FREE THRESHOLD F.O.S. FACE OF STUD (WOOD) F.O.M. FACE OF MASONRY M.O. MASONRY OPENING A.S. AIRSPACE TELE. TELECOMM CLOSET MECH. MECHANICAL CLOSET T.S. TENANT STORAGE S.P. STANDPIPE E.C.R. ELEVATOR CONTROL ROOM WALL FRAMING NOTES: COMMON AREA FLOOR FINISHES: F.D. MIRR. D.S. SCALE: 3/32" = 1'-0"2 BUILDING T02 - LEVEL 2 (BUILDING #2, 4 & 5) SCALE: 3/32" = 1'-0"1 BUILDING T02 - LEVEL 1 (BUILDING #2, 4 & 5) LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H SCALE: 3/32" = 1'-0"4 BUILDING T02 - LEVEL 2-4 (BLDG. #5) SCALE: 3/16" = 1'-0"3 ENLARGED CORR. PLAN MIRR. 0'4'12' 24' 3/32 inch = 1 foot 8' BLDG. #2 BLDG. #4 BLDG. #5 1 A4.2.5 3 A4.2.5 2 A4.2.5 4 A4.2.5 B2 24012401 A3 24032403 A2 24052405 A2 24072407 A1 24112411 A1 24132413 B2 24152415 B2 24162416 A1 24142414 A1 24122412 B0 24102410 A2 24082408 A2 24062406 A3 24042404 B2 24022402 T.S. STAIR D STAIR C 242' - 3"70' - 8"70' - 8"242' - 3" NOTE: REFER TO SHEET A4.2.1 FOR DIMENSIONS & NOTES NOT SHOWN ON THIS SHEET. 24002402 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC C CC C C Ct Ct C C E1 E1 E1E1 B1-G2 24092409 S.P.S.P. 2401 A6.2.1 2 MIRR. ELEV.A6.1.3 3 A6.1.4 3 AD4.1.1 10 AD4.1.2 5 AD4.1.2 5 AD4.1.2 6 AD4.1.2 6 AD4.1.2 5 AD4.1.2 5 AD4.1.2 5 AD4.1.2 5 AD4.1.1 10 AD4.1.1 13 AD4.1.2 5 AD4.1.2 5 AD4.1.1 10 AD4.1.2 5 AD4.1.2 5 AD4.1.2 5 AD4.1.2 5 AD4.1.2 6 AD4.1.2 6 AD4.1.1 10 AD4.1.1 13 DRAINS FROM ROOF 4" ROOF DRAINS DRAINS FROM ROOF DRAINS FROM ROOF DRAINS FROM ROOF 4" ROOF DRAINS 4" ROOF DRAINS ATTIC ACCESS HATCH F.E.C.A4.1.2 3MIRR. 4" ROOF DRAINS A4.2.1 4 F.E.C.F.E.C. F.E.C.F.E.C. 1 A4.2.5 3 A4.2.5 2 A4.2.5 4 A4.2.5 B2 23012301 A3 23032303 A2 23052305 A2 23072307 A1 23112311 A1 23132313 B2 23152315 STAIR CSTAIR D IDF B2 23022302 A3 23042304 A2 23062306 A2 23082308 B0 23102310 A1 23122312 A1 23142314 B2 23162316 242' - 3"70' - 8"70' - 8"242' - 3" ELEV. NOTE: REFER TO SHEET A4.2.1 FOR DIMENSIONS & NOTES NOT SHOWN ON THIS SHEET. 230023012302 B1-G2 23092309C C C C C C C C C C C C C C C C C C C C C C C C C C C C Ct Ct C C E1 E1 E1 E1 E1 E1 E1 E1 E1 E1E1E1E1 E1E1E1 S.P.S.P. A6.2.1 1 MIRR. A6.1.3 2 A6.1.4 2 A4.1.2 3MIRR. A4.2.1 4 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS 4" ROOF DRAINS4" ROOF DRAINS F.E.C.F.E.C. F.E.C.F.E.C.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:38:58 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.2.2 BUILDING T02 - LEVEL 3 & 4 FLOOR PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3/32" = 1'-0"2 BUILDING T02 - LEVEL 4 (BUILDING #2, 4 & 5) SCALE: 3/32" = 1'-0"1 BUILDING T02 - LEVEL 3 (BUILDING #2, 4 & 5) BUILDING PLAN LEGEND: GENERAL NOTES: NOTE: REFER TO ID DWG'S FOR LOCATIONS AND MATERIALS OF FLOOR FINISHES NOT LISTED BELOW. 1. ALL LEVELS OF EXTERIOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 2. ALL LEVELS INTERIOR CORRIDOR WALL FRAMING SHALL BE 2X6 FRAMING UNLESS NOTED OTHERWISE. 3. REFER TO UNIT PLANS FOR LOCATION OF ALL 2X6 WALLS BUILDING CORRIDORS: CONCRETE TENANT STORAGE: CLEAR, NON-SLIP SEALER ELEC. ROOMS: CLEAR, NON-SLIP SEALER MECHANICAL CLOSETS: CLEAR, NON-SLIP SEALER F.E. WX FIRE EXTINGUISHER CABINET (SEMI RECESSED) SCHEDULED PARTITION TYPE SCHEDULED DOOR TYPE SCHEDULED WINDOW TYPE FLOOR DRAIN BOLLARD DOWN SPOUT 2HR WALL MIRRORED UX X SX B. SCHEDULED STOREFRONT B.F.T. BARRIER FREE THRESHOLD F.O.S. FACE OF STUD (WOOD) F.O.M. FACE OF MASONRY M.O. MASONRY OPENING A.S. AIRSPACE TELE. TELECOMM CLOSET MECH. MECHANICAL CLOSET T.S. TENANT STORAGE S.P. STANDPIPE E.C.R. ELEVATOR CONTROL ROOM WALL FRAMING NOTES: COMMON AREA FLOOR FINISHES: F.D. MIRR. D.S. LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'4'12' 24' 3/32 inch = 1 foot 8' BLDG. #2 BLDG. #4 BLDG. #5 1 A4.2.5 3 A4.2.5 2 A4.2.5 6:126:12 4:124:126:126:124:124:126:126:12 6:126:126:12 6:12 6:12 4:126:126:126:12 6:126:126:126:12 4:126:126:12 6:12 6:12 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/2" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"ROOF ACCESS DOOR WALKING PAD SOFFIT VENT8' - 0"SOFFIT VENT18' - 0"SOFFIT VENT 18' - 0"SOFFIT VENT18' - 0"SOFFIT VENT8' - 0"SOFFIT VENT 18' - 0"RIDGE VENT12' - 0"RIDGE VENT15' - 0"RIDGE VENT12' - 0"RIDGE VENT 12' - 0" RIDGE VENT 12' - 0"RIDGE VENT12' - 0"RIDGE VENT15' - 0"RIDGE VENT12' - 0"SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 6' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 6' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT 14' - 0" SOFFIT VENT 14' - 0" SOFFIT VENT 14' - 0" SOFFIT VENT 14' - 0" SOFFIT VENT 14' - 0" SOFFIT VENT 14' - 0" 2501 P S P S P S P S D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S. D.S. D.S. D.S. AD8.1.2 3 AC CONDENSERS ON RACKS 1 AD8.1.2 2 AD8.1.2 6 AD8.1.2 PLATFORM & HATCH ACCESS 6' - 0"8' - 8 7/8"SOLAR READY ZONE SOLAR READY ZONE SCALE: 3/32" = 1'-0"1 BUILDING T02 ROOF PLAN (BUILDING #2, 4 & 5)© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:39:03 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.2.3 BUILDING T02 - ROOF PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'4'12' 24' 3/32 inch = 1 foot 8' ROOF PLAN LEGEND ROOF DRAIN PRIMARY / SECONDARY RE: DETAIL 5/AD8.1.2 CONTINUOUS GUTTER (5"X5" TYP.) DOWNSPOUT (5"X5" AT APARTMENT) (3"X4" AT GARAGE & CLUB) MIN. 22" X 30" 1 HR. RATED ATTIC ACCESS HATCH 30" WIDE ROOF TRAFFIC PADS CRICKET (SLOPE, ACHIEVED W/ RIGID INSULATION)1'-6"D.S. 1'-6" F.O.S. ROOF PLAN NOTES ATTIC VENTILATION REQUIREMENTS: 1. REQUIRED VENTILATION = 1/300 2. 50% OF VENTS SHALL BE PROVIDED IN UPPER 1/3 (MIN.) OF THE TOTAL SPACE TO BE VENTILATED. 3. SOFFIT VENTS BASED ON 4" SOFFIT VENT, WHICH HAS A NET FREE VENT AREA OF 16 SQ. IN. PER LINEAR FOOT. 4. RIDGE VENTS SHALL HAVE A MIN. NET FREE VENT AREA OF 18 SQ. IN. PER LINEAR FOOT. 5. GRAVITY VENTS HAVE A MIN. NET FREE AREA OF 60 SQ. IN. BASIS OF DESIGN - MASTER FLOW SSB960 METAL SLANT BACK LOUVER SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN TO GUTTER AND DOWNSPOUTS PER PLANS. 2. ALL DOWNSPOUTS SHALL BE ROUTED TO STORM (RE: MEP AND CIVIL DRAWINGS) 3. ALL DOWNSPOUTS SHALL BE PLACED IN APPROXIMATE LOCATION AS SHOWN ON PLANS. 4. ALL ROOF SLOPES ARE TO BE 6/12 U.N.O. ON PLANS. 5. ROOF OVERHANGS ARE 1'-6" U.N.O. ON PLANS. 6. PROVIDE CONCEALED METAL WALL FLASHING AT ALL AREAS WHERE ROOF MEETS VERTICAL WALL WITH A MINIMUM 8 INCH VERTICAL LEG. 7. PROVIDE VALLEY FLASHING AND METAL DRIP PER MANUFACTURER'S INSTALLATION DIRECTION AND SPECIFICATION. 8. ROOF VENTILATION REQUIREMENTS SHALL COMPLY WITH 2021 IBC SECTION 1203.2 ATTIC SPACES. LOW SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN INTO ROOF DRAINS PER PLANS. 2. ALL LOW SLOPE ROOFS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT U.N.O. 3. ALL CRICKETS SLOPES SHALL BE 1/4" PER FOOT MINIMUM U.N.O. 4. REFER TO M.E.P. DRAWINGS FOR EQUIPMENT. 5. PROVIDE WALKING SURFACES AROUND EQUIPMENT IN ACCORDANCE TO ROOFING MEMBRANE MANUFACTURER'S RECOMMENDATION. REFER TO PLANS FOR LOCATIONS.0'-6"F.O.S. P S TYPICAL ROOF OVERHANG, U.N.O. TYPICAL GABLE OVERHANG, U.N.O. RIDGE VENTS GRAVITY VENT A/C CONDENSERS ON ROOF RACKS (RE: MEP DWG'S) SOLAR READY ZONE AREA UNDER ROOF TOTAL VENTING REQUIRED UPPER VENT TYPE SPECIFIED RIDGE ROOF VENT GRAVITY ROOF VENT TOTAL UPPER VENTILATION PROVIDED LOWER VENT TYPE SPECIFIED CONTINUOUS SOFFIT VENT GRAVITY ROOF OF VENTS TOTAL LOWER VENTILATION PROVIDED TOTAL VENTILATION PROVIDED UPPER VENTING REQUIRED LOWER VENTING REQUIRED 8421 SQ. IN. 2400 SQ. IN. 4236 SQ. IN. 1836 SQ. IN. 4224 SQ. IN. 0 SQ. IN. 4224 SQ. IN. 8460 SQ. IN. 4210.5 SQ. IN. 4210.5 SQ. IN. BUILDING TYPE 02 ROOF -VENTING REQUIREMENT 17542 SQ. FT. 102 LF 40 EA. 264 LF 0 EA. @ 18 SQ. IN. = @ 60 SQ. IN. = @ 16 SQ. IN. = @ 60 SQ. IN. = BLDG. #2 BLDG. #4 BLDG. #5 A 01/26/2026 PERMIT REVISIONS EQ EQ 9' - 3"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"EQEQEQEQEQEQEQEQEQEQ EQEQEQ EQ STAIR D STAIR C EQ EQ EQEQMID LANDING CENTERLINELANDING CENTERLINEMID LANDING CENTERLINELANDING CENTERLINE4' - 2"3' - 10" EQ 21' - 6"EQ EQ 21' - 6"EQELEVATOR DOOR CENTERLINEEQ6' - 0"6' - 0"8' - 7"60' - 9"65' - 7"EQEQEQEQSTAIR D STAIR C 9' - 3"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"12' - 0"EQEQEQEQEQ EQ EQEQ36"X36" ATTIC ACCESS DOOR @ LVL 4 ONLY MID LANDING CENTERLINELANDING CENTERLINEMID LANDING CENTERLINELANDING CENTERLINEEQ 21' - 6"EQ EQ 21' - 6"EQELEVATOR DOOR CENTERLINE3' - 10"4' - 2" SMOKE GUARD HOUSING ACCESS PANEL 1' - 10"62' - 2"65' - 8"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/8" = 1'-0" 3/17/2026 9:39:07 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.2.4 BUILDING T02 - REFLECTED CEILING PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/8" = 1'-0"1 BUILDING T02 - LEVEL 1 R.C.P. (BUILDING #2, 4 & 5) SCALE: 1/8" = 1'-0"2 BUILDING T02 - LEVEL 2-4 R.C.P. (BUILDING #2, 4 & 5) CORRIDOR PLAN LEGEND CEILING MOUNTED OR WALL MOUNTED LIGHT RE: ELECTRICAL EMERGENCY BUG LIGHTS RE: ELECTRICAL EXIT LIGHT (CEILING OR WALL MOUNTED) RE: ELECTRICAL GENERAL NOTES 1. THESE ENLARGED CORRIDOR PLANS ARE FOR ARCHITECTURAL DESIGN INTENT ONLY. CONTRACTOR SHALL ALSO REFERENCE PLANS PREPARED BY MEP ENGINEER OF THIS PROJECT. 2. CONTRACTOR SHALL VEIFY DIMENSIONS AND REQUIREMENTS WITH PLANS PREPARED BY MEP ENGINEER. 3. CONTRACTOR SHALL CONTACT ARCHITECT AND MEP ENGNEER TO CLARIFY ANY DISCREPANCIES, MEP CONFLICTS AND/OR DIMENSIONS PRIOR TO CONSTRUCTION AND/OR INSTALL. 4. SMOKE GUARD BASIS OF DESIGN IS M400 (10"W X 55"L) LIGHT FIXTURE RE: ELECTRICAL MIN. 36" X 36" ATTIC ACCESS DOOR 8' - 0" A.F.F. FURR DOWN B2/B2/B2/B2 A3/A3/A3/A3 A2/A2/A2/A2 A2/A2/A2/A2 B1-G2/B1-G2/B1/A3 A1/A1/A1/A1 A1/A1/A1/A1 B2/B2/B2/B2 B2/B2/B2/B2 A1/A1/A1/A1 A1/A1/A1/A1 B0/B0/B0/B0 A2/A2/A2-G2/A2-G2 A2/A2/A2/A2 A3/A3/A3/A3 B2/B2/B2/B2 B2/B2/B2/B2 STAIR B2/B2/B2/B2 B2/B2/B2/B2 STAIR B2/B2/B2/B2 LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"41' - 0 3/4"9' - 1 1/8"10' - 7 7/8"10' - 7 7/8"10' - 7 7/8"MAXIMUM HEIGHT55' - 0"EF2aE10EF4aEF3aEF4b 6:12 4:12 12 6 12 6 12 6 12 6 12 6 12 6 12 612 6 6:12 6:12 6:12 4:12 4:12 C C C C C C C C C C C C C C C C CC C C C C C C C C C C C C C C CC C C C C C C C C C C C C C C C C C C C C C C C C CC C C C E1 E1 E1 E1E1E1E1E1E1 E1 E1 E1 E14 E5E15E5E5E6E7 E21 E125' - 6"1 AD2.2.1 4 AD2.2.1 E16E16E16E16 AD8.2.1 1 AD8.2.1 1 E9 S4 A5.3.1 1 SIM A5.3.1 4 SIM A5.3.1 2 SIM A5.3.1 3 SIM EW EW EW EW EW EC1EB EQ.EQ.EQ.EQ.EQ.EQ.EQ. EQ. EQ.EQ. 11 AD8.1.1 LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"41' - 0 3/4"10' - 7 7/8"10' - 7 7/8"10' - 7 7/8"9' - 1 1/8"MAXIMUM HEIGHT55' - 0"EF2aE10EF4aEF3aEF4b 6:12 4:12 12 6 12 6 12 6 6:12 6:12 6:12 4:12 4:12 12 6 12 6 12 6 12 6 CCCCCCCCCCC CCCCCCCCCCCCCCC C CCCCCCCCC C CCCCCCCCCCCCCCC C C C C E2 E1 E1 E1 E2 E1E1 E2E2 E1E1 E2E2E2E2 E1 E1 E1 E1 E1 12 6 E15E14E5E5 E6E7 E21 E21 5' - 6"5' - 6"E7 AD8.2.1 1 AD8.2.1 1 EZ EZ EZ EZ EW EW EW EW UB UB UB UB UB UB UB UB EZ FIXTURE LOCATIONS ONLY FOR BUILDING #2 EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ. EQ. EQ. 11 AD8.1.1 LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"9' - 1 1/8"10' - 7 7/8"10' - 7 7/8"10' - 7 7/8"41' - 0 3/4"MAXIMUM HEIGHT55' - 0"EF4aE10EF4bEF3aEF2a 6:12 12 6 12 6 6:12 6:1212 6 12 6 CCC CCCCCt CCCCCt CCCCCt E5 E14E13 E12 E9 E6 S2 EW EW EC1 EB EQ.EQ.EQ.EQ. LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"9' - 1 1/8"10' - 7 7/8"10' - 7 7/8"10' - 7 7/8"41' - 0 3/4"MAXIMUM HEIGHT55' - 0"EF4a EF2aE10EF4bEF3a 6:12 12 6 12 6 6:126:12 12 6 12 6 C C C C C CCCt C C CCCt C C CCCt EF2a E14E5 E19E5E12 E9 E5 E6 S1 A5.3.1 5 SIM EWEW EC1 5' - 6"EB EQ.EQ.EQ.EQ.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO.DATE:REVISION DESCRIPTION:SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/32" = 1'-0" 3/17/2026 9:14:50 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A4.2.5 BUILDING T02 - ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026EXTERIOR FINISH LEGEND KEY VALUE KEYNOTE TEXT EF2a FIBER CEMENT LAP SIDING 01 (AGED PEWTER) EF3a FIBER CEMENT CEDAR SHAKE 01 (COBBLESTONE) EF4a FIBER CEMENT BOARD & BATTEN SIDING 01 (ARTIC WHITE) EF4b FIBER CEMENT SMOOTH PANEL 01 (ARTIC WHITE) EXTERIOR KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E5 FIBER CEMENT TRIM COLOR: ARTIC WHITE E6 6X6 VINYL WINDOWS; COLOR WHITE E7 6'-0" SLIDING DOORS; COLOR WHITE E9 ALUMINUM STOREFRONT SYSTEMS; COLOR: DARK BRONZE E10 COMPOSITION SHINGLES ROOF SYSTEM - WEATHERED WOOD E12 WOOD FRAMED AWNING E13 DOWNSPOUT - PREFINISHED E14 GUTTER - PREFINISHED E15 ROMEO & JULIET RAILING E16 DOWNSPOUT NOZZLE (BASIS OF DESIGN: JAY R. SMITH 1775) E19 PROPOSED METER CENTER LOCATION TO BE PAINTED COLOR OF WALL E21 EXTERIOR LIGHT FIXTURE SCALE: 3/32" = 1'-0"1 BUILDING T02 - FRONT ELEVATION SCALE: 3/32" = 1'-0"2 BUILDING T02 - REAR ELEVATION SCALE: 3/32" = 1'-0"4 BUILDING T02 - SIDE ELEVATION B SCALE: 3/32" = 1'-0"3 BUILDING T02 - SIDE ELEVATION A LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H FIXTURE LEGEND BUILDING WALLPACK NOTES: 1. REFER TO MEP AND OWNER'S ELECTRICAL FIXTURE SELECTION SCHEDULE FOR MORE INFORMATION REGARDING THESE ELECTRICAL AND MECHANICAL ITEMS. EW EXTERIOR SCONCE (LARGE) EXTERIOR SCONCE (SMALL) EB RECESSED LIGHT DUAL HEADED MOONLIGHTS EZ EC1 EXHAUST VENT INTAKE VENT EA UNIT EXTERIOR SCONCE (SMALL) GARAGE EXTERIOR SCONCE (SMALL) GS UB 3 / AD6.2.11 / AD6.2.12 / AD6.2.1 WINDOW AS SCHEDULED SMOOTH FINISH FIBER CEMENT TRIM DOOR AS SCHEDULED SMOOTH FINISH FIBER CEMENT TRIM FIBER CEMENT LAP SIDING (EF2a) FIBER CEMENT SMOOTH PANEL (EF4b)3 / AD6.1.34 / AD6.1.33 / AD6.1.36 / AD6.1.35 / AD6.1.3 5 / AD6.1.3 5 / AD6.1.3 4 / AD6.1.36 / AD6.2.14 / AD6.2.15 / AD6.2.1 WINDOW AS SCHEDULED SMOOTH FINISH FIBER CEMENT TRIM FIBER CEMENT CEDAR SHAKE (EF3a) WINDOW AS SCHEDULED SMOOTH FINISH FIBER CEMENT TRIM FIBER CEMENT CEDAR SHAKE (EF3a)4 / AD6.1.33 / AD6.1.34 / AD6.2.14 / AD6.2.15 / AD6.2.1 6 / AD6.2.1DOOR AS SCHEDULED SMOOTH FINISH FIBER CEMENT TRIM FIBER CEMENT SMOOTH PANEL (EF4b)16 / AD6.3.115 / AD6.3.1 15 / AD6.3.1 2 / AD6.3.1STOREFRONT AS SCHEDULED SMOOTH FINISH FIBER CEMENT TRIM FIBER CEMENT LAP SIDING (EF2a)4 / AD6.3.1SIM 6 / AD6.2.14 / AD6.2.15 / AD6.2.1 WINDOW AS SCHEDULED SMOOTH FINISH FIBER CEMENT TRIM FIBER CEMENT BOARD & BATTEN (EF4a)9 / AD6.2.17 / AD6.2.18 / AD6.2.1 WINDOW AS SCHEDULED BRICK SOLDIER COURSE BRICK ROWLOCK BRICK (EF1a)9 / AD6.3.14 / AD6.3.110 / AD6.3.1 DOOR AS SCHEDULED BRICK SOLDIER COURSE BRICK (EF1a)2 / AD6.3.15 / AD6.1.23 / AD6.1.24 / AD6.1.2 DOOR AS SCHEDULED SMOOTH FINISH FIBER CEMENT TRIM FIBER CEMENT LAP SIDING (EF2a)9 / AD6.3.14 / AD6.3.110 / AD6.3.1 8 / AD6.3.1DOOR AS SCHEDULED BRICK SOLDIER COURSE BRICK (EF1a)2 / AD6.3.16 / AD6.3.15 / AD6.3.1 2 / AD6.3.14 / AD6.3.15 / AD6.3.1 STOREFRONT AS SCHEDULED 2 / AD6.2.13 / AD6.2.11 / AD6.2.1SMOOTH FINISH FIBER CEMENT TRIM FIBER CEMENT LAP SIDING (EF2a) WINDOW AS SCHEDULED 15 / AD6.3.116 / AD6.3.115 / AD6.3.1 4 / AD6.3.12 / AD6.3.1FIBER CEMENT LAP SIDING (EF2a) SMOOTH FINISH FIBER CEMENT TRIM STOREFRONT AS SCHEDULED SIM © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO.DATE:REVISION DESCRIPTION:SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/8" = 1'-0" 3/17/2026 9:16:03 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A5.3.1 ENLARGED EXTERIOR OPENINGS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3/8" = 1'-0"1 WINDOW & SLIDING DOOR @ F.C. SIDING SCALE: 3/8" = 1'-0"2 WINDOW @ CEDAR SHAKE SIDING SCALE: 3/8" = 1'-0"3 WINDOW & SLIDING DOOR @ CEDAR SHAKE SIDING SCALE: 3/8" = 1'-0"6 STOREFRONT DOOR @ F.C. SIDING SCALE: 3/8" = 1'-0"4 WINDOW @ BOARD & BATTEN SCALE: 3/8" = 1'-0"7 WINDOW @ BRICK SCALE: 3/8" = 1'-0"5 STOREFRONT DOOR @ BRICK SCALE: 3/8" = 1'-0"8 DOOR @ F.C. LAP SIDING SCALE: 3/8" = 1'-0"9 STOREFRONT DOOR @ BRICK SCALE: 3/8" = 1'-0"10 STOREFRONT @ BOARD & BATTEN SCALE: 3/8" = 1'-0"12 CLUB WINDOW @ F.C. LAP SIDING SCALE: 3/8" = 1'-0"11 STOREFRONT @ DOGWASH UP UPDN DN 4 A6.1.1 3 1/2"4" A.S.3 1/2"8' - 9 1/2"5 1/2"3 1/2" 4" A.S. 3 1/2" 2' - 6"24' - 2 1/2"5 1/2"11"1' - 6 1/2"2' - 10"2' - 10"1' - 7"11"5' - 1 1/2"18 TREADS @ 11" EA. = 16' - 6"5' - 1" 11"26' - 8 1/2" STANDPIPE RISER IN CLOSET TYP.1' - 0"3"3' - 10"4' - 8 1/2"27" HIGH METAL CANE DETECTOR 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP.12" HANDRAIL EXTENSION 24" HANDRAIL EXTENSION10' - 7 1/2"1100 S100 W5.1 W5.1 S1 W1.1 EF2a W5.1 W4.1c 1' - 2 1/2"6' - 0" R.O.1' - 7"AD4.1.2 2 D.S. 11' - 9" 4 A6.1.1 5' - 1 1/2"18 TREADS @ 11" EA. = 16' - 6"5' - 1" 11"26' - 8 1/2"3 1/2"4" A.S.3 1/2"4' - 2 1/2"4' - 7"5 1/2"3 1/2" 4" A.S. 3 1/2"26' - 8 1/2"5 1/2"11"1' - 6 1/2"2' - 10"2' - 10"1' - 7"11"42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP.3"3' - 10"8 1/2"4' - 0"STANDPIPE RISER IN CLOSET TYP. 12" HANDRAIL EXTENSION 24" HANDRAIL EXTENSION1' - 0"2' - 6"24' - 2 1/2"10' - 7 1/2"Ct 1300 1200 W5.1 W5.1 W1.1 EF2a W5.1 W4.1c 12" HANDRAIL EXTENSION D.S. 4 A6.1.1 3 1/2" 4" A.S. 3 1/2"26' - 8 1/2"5 1/2" STANDPIPE RISER IN CLOSET TYP. 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP.3 1/2"4" A.S.3 1/2"4' - 2 1/2"4' - 7"5 1/2"11"5' - 1 1/2"15' - 11 1/2"5' - 7 1/2"11"1' - 6 1/2"2' - 10"2' - 10"1' - 7"11"3"3' - 10"8 1/2"4' - 0"10' - 7 1/2"1400 Ct W1.1 EF2aW5.1 W5.1 W5.1 W4.1c 12" HANDRAIL EXTENSION 2' - 6"24' - 2 1/2"1' - 0"AD4.1.2 5 ATTIC ACCESS HATCH LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"19 RISERS @ 7" MAX.10' - 8 5/8"19 RISERS @ 7" MAX.10' - 7 7/8"19 RISERS @ 7" MAX.10' - 7 7/8"CORRIDOR CORRIDOR CORRIDOR CORRIDOR WOOD FRAMED CANOPY 42" HIGH METAL GUARDRAIL TYPICAL 36" HIGH METAL HANDRAIL TYPICAL 6' - 8" MIN.27" HIGH METAL CANE DETECTOR 9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"9' - 3"SCHEDULED DOOR TPO OVER ROOF ASSEMBLY 6 12 F2 F2 W5.1 W5.1 W5.1 W5.1 W1.1 EF2a F2 W1.1 EF4b W1.1 EF4b AD7.1.1 1 AD7.1.1 4 AD7.1.1 5 R3 6' - 8" MIN.3' - 0"3' - 6"3' - 0"3' - 6"F2 F2 F2F2 F2F2 R2 1' - 0"12' - 8"2' - 0"1' - 6"36"X80" (N/R) ROOF ACCESS DOOR ATTIC ACCESS HATCH AD8.1.1 4 PLYWOOD LANDING AD7.1.1 66 1/2"AD4.2.2 10 11' - 9" SPRAYFORM INSULATION ON PLYWOOD SUBSTRATE STANDPIPE ENCLOSURE BEYOND, TYP.9"9' - 2"10' - 7 3/8" ROUGH OPENING 5' - 4"5' - 0"6' - 2 5/8"1' - 4"ROOF TRUSSES RE: STRUCTURAL 6' - 5 3/4"LIGTH FIXTURE CONTROL RE: ELECTRICAL G.C. TO ACCOUNT FOR STEPS 2HR RATED ACCESS DOOR WITH PULL DOWN LADDER © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:39:13 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A6.1.1 STAIR 'A' PLANS & SECTION 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026WALL TYPE KEY RE: SHEET AD1.2.1 LEGENDS & SYMBOLS GENERAL STAIR NOTES 1. PER SECTION 1011.2 OF THE 2021 INTERNATIONAL BUILDING CODE, ALL STAIRS SHALL NOT BE LESS THAN 44 INCHES IN WIDTH. 2. PER SECTION 1011.5.2 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIR RISERS SHALL BE 7 INCHES MAXIMUM AND STAIR TREADS SHALL BE 11 INCHES MINIMUM. 3. PER SECTION 1011.5.5 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIR RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES. 4. PER SECTION 1013.2 OF THE 2021 INTERNATIONAL BUILDING CODE, FLOOR IDENTIFICATION SIGNS ARE REQUIRED AT EACH FLOOR LANDING. 5. ALL EXTERIOR WINDOWS AT STAIR ENCLOSURES SHALL HAVE SAFETY GLAZING PER SECTION 2406.4.6-7 OF THE 2021 INTERNATIONAL BUILDING CODE. 6. PER SECTION 1011.3 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. A.S.WX STANDPIPE AIRSPACE 2 HR WALL LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2A3 A3 A3 SCALE: 1/4" = 1'-0"1 STAIR 'A' PLAN - LEVEL 1 (STAIR 'F' IS MIRRORED) SCALE: 1/4" = 1'-0"2 STAIR 'A' PLAN - LEVEL 2-3 (STAIR 'F' IS MIRRORED) SCALE: 1/4" = 1'-0"3 STAIR 'A' PLAN - LEVEL 4 (STAIR 'F' IS MIRRORED) SCALE: 1/4" = 1'-0"4 STAIR 'A' SECTION UP UP DN DN LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8" CORRIDOR WOOD FRAMED CANOPY 42" HIGH METAL GUARDRAIL TYPICAL 36" HIGH METAL HANDRAIL TYPICAL 27" HIGH METAL CANE DETECTOR SCHEDULED DOOR 19 RISERS @ 7" MAX.10' - 7 7/8"19 RISERS @ 7" MAX.10' - 7 7/8"19 RISERS @ 7" MAX.10' - 8 5/8"9' - 3"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"CORRIDOR CORRIDOR CORRIDOR F2 F2 R3 6 12 AD7.1.1 1 AD7.1.1 4 AD7.1.1 5 W1.1EF2a W1.1EF4b W1.1EF2a W5.1 W5.1 W5.1 W5.1 TPO OVER ROOF ASSEMBLY 6' - 8" MIN.12' - 8"3' - 0"3' - 6"F2 F2 F2 F2 1' - 0" R2 AD8.1.1 4 Sim AD8.1.1 2 AD7.1.1 6 AD4.2.2 10 11' - 9" SPRAYFORM INSULATION ON PLYWOOD SUBSTRATE STANDPIPE ENCLOSURE BEYOND, TYP. 4 A6.1.2 5' - 1"18 TREADS @ 11" EA. = 16' - 6"5' - 1 1/2"3 1/2"4" A.S.3 1/2"1' - 2 1/2"6' - 0" R.O.1' - 7"5 1/2"5 1/2"24' - 2 1/2"2' - 6" 3 1/2"4" A.S. 3 1/2"11"1' - 7"2' - 10"2' - 10"1' - 6 1/2"11"1108 S105 S2 STANDPIPE RISER IN CLOSET TYP. 27" HIGH METAL CANE DETECTOR 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP.12" HANDRAIL EXTENSION 24" HANDRAIL EXTENSION W5.1 W1.1EF2a W5.1 W5.1W4.1c 26' - 8 1/2"11"10' - 7 1/2"AD4.1.2 2 D.S.4' - 8 1/2"3' - 10"3"11' - 9" 4 A6.1.2 3 1/2"4" A.S.3 1/2"8' - 9 1/2"5 1/2"4' - 2 1/2"4' - 7"5' - 1"18 TREADS @ 11" EA. = 16' - 6"5' - 1 1/2" Ct 1302 STANDPIPE RISER IN CLOSET TYP. 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP. 12" HANDRAIL EXTENSION 24" HANDRAIL EXTENSION 5 1/2"24' - 2 1/2"2' - 6" 3 1/2"4" A.S. 3 1/2"11"1' - 7"2' - 10"2' - 10"1' - 6 1/2"11"W5.1 W5.1 W5.1W4.1c W1.1EF2a 4' - 0"8 1/2"3' - 10"3"26' - 8 1/2"11"10' - 7 1/2"1202 12" HANDRAIL EXTENSION 12" HANDRAIL EXTENSION 4 A6.1.2 5 1/2"24' - 2 1/2"2' - 6" 3 1/2"4" A.S. 3 1/2" 5' - 7 1/2"15' - 11 1/2"5' - 1 1/2" 26' - 8 1/2"11"4' - 2 1/2"4' - 7"3 1/2"4" A.S.3 1/2"8' - 9 1/2"5 1/2"11"1' - 7"2' - 10"2' - 10"1' - 6 1/2"11"Ct 1402 STANDPIPE RISER IN CLOSET TYP. 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP. 12" HANDRAIL EXTENSION 12" HANDRAIL EXTENSION W1.1EF2a W5.1 W5.1 W5.1 W4.1c 4' - 0"8 1/2"3' - 10"3"10' - 7 1/2"AD4.1.2 5 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:39:18 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A6.1.2 STAIR 'B' PLANS & SECTION 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2A3 A3 A3 SCALE: 1/4" = 1'-0"4 STAIR 'B' SECTION SCALE: 1/4" = 1'-0"1 STAIR 'B' PLAN - LEVEL 1 (STAIR 'E' IS MIRRORED) SCALE: 1/4" = 1'-0"2 STAIR 'B' PLAN - LEVEL 2-3 (STAIR 'E' IS MIRRORED) SCALE: 1/4" = 1'-0"3 STAIR 'B' PLAN - LEVEL 4 (STAIR 'E' IS MIRRORED) WALL TYPE KEY RE: SHEET AD1.2.1 LEGENDS & SYMBOLS GENERAL STAIR NOTES 1. PER SECTION 1011.2 OF THE 2021 INTERNATIONAL BUILDING CODE, ALL STAIRS SHALL NOT BE LESS THAN 44 INCHES IN WIDTH. 2. PER SECTION 1011.5.2 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIR RISERS SHALL BE 7 INCHES MAXIMUM AND STAIR TREADS SHALL BE 11 INCHES MINIMUM. 3. PER SECTION 1011.5.5 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIR RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES. 4. PER SECTION 1013.2 OF THE 2021 INTERNATIONAL BUILDING CODE, FLOOR IDENTIFICATION SIGNS ARE REQUIRED AT EACH FLOOR LANDING. 5. ALL EXTERIOR WINDOWS AT STAIR ENCLOSURES SHALL HAVE SAFETY GLAZING PER SECTION 2406.4.6-7 OF THE 2021 INTERNATIONAL BUILDING CODE. 6. PER SECTION 1011.3 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. A.S.WX STANDPIPE AIRSPACE 2 HR WALL UP UPDN DN LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"19 RISERS @ 7" MAX.10' - 7 7/8"19 RISERS @ 7" MAX.10' - 7 7/8"19 RISERS @ 7" MAX.10' - 8 5/8"W1.1 EF4b W1.1 EF2a W1.1 EF4b W5.1 W5.1 W5.1 W5.1 R2 R3 AD7.1.1 5 AD7.1.1 4 AD7.1.1 1 CORRIDOR WOOD FRAMED CANOPY 42" HIGH METAL GUARDRAIL TYPICAL 36" HIGH METAL HANDRAIL TYPICALSCHEDULED DOOR 3' - 0"3' - 6"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"6 12 12' - 8"TPO OVER ROOF ASSEMBLY 1' - 0" 27" HIGH METAL CANE DETECTOR 6' - 8" MIN.F2F21' - 6"F2F2 F2F2 AD8.1.1 4 Sim AD7.1.1 6 AD4.2.2 10 11' - 9" SPRAYFORM INSULATION ON PLYWOOD SUBSTRATE STANDPIPE ENCLOSURE BEYOND, TYP.9' - 3"9' - 2 3/8" ROUGH OPENING 5' - 4"5' - 0"8' - 0 1/8" 36"X80" (N/R) ROOF ACCESS DOOR ATTIC ACCESS HATCH PLYWOOD LANDING LIGTH FIXTURE CONTROL RE: ELECTRICAL G.C. TO ACCOUNT FOR STEPS 2HR RATED ACCESS DOOR WITH PULL DOWN LADDER6' - 7 1/8"4 A6.1.3 3 1/2" 4" A.S. 3 1/2"27' - 1"5 1/2"1' - 0"10' - 8"11"1' - 7"2' - 10"2' - 10"1' - 7"11"3 1/2"4" A.S.3 1/2"8' - 10"3 1/2"4" A.S.3 1/2"1' - 4 1/2"6' - 0" R.O.1' - 5 1/2"5' - 6"18 TREADS @ 11" EA. = 16' - 6"5' - 1" 11"27' - 1" 2' - 6"24' - 7" S200 S1 2100 W5.1 W5.1 W4.1c W5.1 W1.1 EF2a AD4.1.2 3 STANDPIPE RISER IN CLOSET TYP. 27" HIGH METAL CANE DETECTOR 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP.12" HANDRAIL EXTENSION 24" HANDRAIL EXTENSION 3"3' - 10"4' - 9"11' - 9" 4 A6.1.3 3 1/2" 4" A.S. 3 1/2"27' - 1"5 1/2"1' - 0"10' - 8"11"1' - 7"2' - 10"2' - 10"1' - 7"11"3 1/2"4" A.S.3 1/2"4' - 4 1/2"4' - 5 1/2"3 1/2"4" A.S.3 1/2"5' - 6"18 TREADS @ 11" EA. = 16' - 6"5' - 1"5 1/2" 11"27' - 6 1/2" 2' - 6"24' - 7" Ct 2300 W5.1 W5.1 W5.1 W4.1c W1.1 EF2a 2200 STANDPIPE RISER IN CLOSET TYP. 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP.12" HANDRAIL EXTENSION 24" HANDRAIL EXTENSION 12" HANDRAIL EXTENSION 3"3' - 10"8 1/2"4' - 0 1/2"4 A6.1.3 3 1/2" 4" A.S. 3 1/2"27' - 1"5 1/2"1' - 0"10' - 8"11"1' - 7"2' - 10"2' - 10"1' - 7"11"3 1/2"4" A.S.3 1/2"4' - 4 1/2"4' - 5 1/2"3 1/2"4" A.S.3 1/2"5' - 6"15' - 11 1/2"5' - 7 1/2"5 1/2" 11"27' - 6 1/2" 2' - 6"24' - 7" Ct W1.1 EF2a W5.1 W5.1 W4.1c W5.1 2400 AD4.1.1 13 STANDPIPE RISER IN CLOSET TYP. 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP. 12" HANDRAIL EXTENSION 3"3' - 10"8 1/2"4' - 0 1/2"ATTIC ACCESS HATCH © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:39:24 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A6.1.3 STAIR 'C' PLANS & SECTION 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2A3 A3 A3 SCALE: 1/4" = 1'-0"4 STAIR 'C' SECTION SCALE: 1/4" = 1'-0"1 STAIR 'C' PLAN - LEVEL 1 SCALE: 1/4" = 1'-0"2 STAIR 'C' PLAN - LEVEL 2-3 SCALE: 1/4" = 1'-0"3 STAIR 'C' PLAN - LEVEL 4 WALL TYPE KEY RE: SHEET AD1.2.1 LEGENDS & SYMBOLS GENERAL STAIR NOTES 1. PER SECTION 1011.2 OF THE 2021 INTERNATIONAL BUILDING CODE, ALL STAIRS SHALL NOT BE LESS THAN 44 INCHES IN WIDTH. 2. PER SECTION 1011.5.2 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIR RISERS SHALL BE 7 INCHES MAXIMUM AND STAIR TREADS SHALL BE 11 INCHES MINIMUM. 3. PER SECTION 1011.5.5 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIR RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES. 4. PER SECTION 1013.2 OF THE 2021 INTERNATIONAL BUILDING CODE, FLOOR IDENTIFICATION SIGNS ARE REQUIRED AT EACH FLOOR LANDING. 5. ALL EXTERIOR WINDOWS AT STAIR ENCLOSURES SHALL HAVE SAFETY GLAZING PER SECTION 2406.4.6-7 OF THE 2021 INTERNATIONAL BUILDING CODE. 6. PER SECTION 1011.3 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. A.S.WX STANDPIPE AIRSPACE 2 HR WALL UP UP DN DN 4 A6.1.4 1' - 5"6' - 0" R.O.1' - 5"3 1/2"4" A.S.3 1/2"8' - 10"3 1/2"4" A.S.3 1/2"5 1/2"27' - 1"3 1/2" 4" A.S. 3 1/2"11"1' - 7"2' - 10"2' - 10"1' - 7"11"10' - 8"5' - 1"18 TREADS @ 11" EA. = 16' - 6"5' - 6" 2104 S203 S2 W5.1 W5.1 W5.1 W4.1c 1' - 0"W1.1EF2a AD4.1.2 3 STANDPIPE RISER IN CLOSET TYP. 27" HIGH METAL CANE DETECTOR 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP.12" HANDRAIL EXTENSION 24" HANDRAIL EXTENSION 3"3' - 10"4' - 9"24' - 7"2' - 6" 27' - 1"11" 11' - 9" 4 A6.1.4 5' - 1"18 TREADS @ 11" EA. = 16' - 6"5' - 6"11"11"1' - 7"2' - 10"2' - 10"1' - 7"11"10' - 8"3 1/2"4" A.S.3 1/2"8' - 10"3 1/2"4" A.S.3 1/2"5 1/2"27' - 1"3 1/2" 4" A.S. 3 1/2" 2302 Ct W5.1W1.1EF2a W5.1 W5.1 W4.1c STANDPIPE RISER IN CLOSET TYP. 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP. 12" HANDRAIL EXTENSION 24" HANDRAIL EXTENSION 12" HANDRAIL EXTENSION4' - 0 1/2"8 1/2"3' - 10"3"22024' - 5"4' - 5"1' - 0"24' - 7"2' - 6" 4 A6.1.4 5' - 7 1/2"15' - 11 1/2"5' - 6"11"11"1' - 7"2' - 10"2' - 10"1' - 7"11"10' - 8"3 1/2"4" A.S.3 1/2"8' - 10"3 1/2"4" A.S.3 1/2"5 1/2"27' - 1"3 1/2" 4" A.S. 3 1/2" 2402Ct W5.1W1.1EF2a W5.1 W4.1c W5.1 AD4.1.1 13 STANDPIPE RISER IN CLOSET TYP. 42" HIGH GUARDRAIL TYP. 36" HIGH HANDRAIL TYP. 12" HANDRAIL EXTENSION 12" HANDRAIL EXTENSION4' - 0 1/2"8 1/2"3' - 10"3"4' - 5"4' - 5"24' - 7"2' - 6" LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"19 RISERS @ 7" MAX.10' - 7 7/8"19 RISERS @ 7" MAX.10' - 7 7/8"19 RISERS @ 7" MAX.10' - 8 5/8"W5.1 W5.1 W5.1 W5.1 R2 W1.1EF4b W1.1EF4b W1.1EF2a F2 6 12 12' - 8"9' - 3"WOOD FRAMED CANOPY AD7.1.1 1 AD7.1.1 4 AD7.1.1 5 27" HIGH METAL CANE DETECTOR SCHEDULED DOOR 1' - 0" 42" HIGH METAL GUARDRAIL TYPICAL 36" HIGH METAL HANDRAIL TYPICAL 3' - 0"3' - 6"6' - 8" MIN.TPO OVER ROOF ASSEMBLY R3 F2 F2 F2 F2 F2 AD8.1.1 4 Sim AD7.1.1 6 AD4.2.2 10 11' - 9" SPRAYFORM INSULATION ON PLYWOOD SUBSTRATE STANDPIPE ENCLOSURE BEYOND, TYP.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:39:30 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A6.1.4 STAIR 'D' PLANS & SECTION 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2A3 A3 A3 SCALE: 1/4" = 1'-0"1 STAIR 'D' PLAN - LEVEL 1 SCALE: 1/4" = 1'-0"2 STAIR 'D' PLAN - LEVEL 2-3 SCALE: 1/4" = 1'-0"3 STAIR 'D' PLAN - LEVEL 4 SCALE: 1/4" = 1'-0"4 STAIR 'D' SECTION WALL TYPE KEY RE: SHEET AD1.2.1 LEGENDS & SYMBOLS GENERAL STAIR NOTES 1. PER SECTION 1011.2 OF THE 2021 INTERNATIONAL BUILDING CODE, ALL STAIRS SHALL NOT BE LESS THAN 44 INCHES IN WIDTH. 2. PER SECTION 1011.5.2 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIR RISERS SHALL BE 7 INCHES MAXIMUM AND STAIR TREADS SHALL BE 11 INCHES MINIMUM. 3. PER SECTION 1011.5.5 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIR RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES. 4. PER SECTION 1013.2 OF THE 2021 INTERNATIONAL BUILDING CODE, FLOOR IDENTIFICATION SIGNS ARE REQUIRED AT EACH FLOOR LANDING. 5. ALL EXTERIOR WINDOWS AT STAIR ENCLOSURES SHALL HAVE SAFETY GLAZING PER SECTION 2406.4.6-7 OF THE 2021 INTERNATIONAL BUILDING CODE. 6. PER SECTION 1011.3 OF THE 2021 INTERNATIONAL BUILDING CODE, STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. A.S.WX STANDPIPE AIRSPACE 2 HR WALL MANUFACTURER FRAME PER ELEVATOR HOISTWAY CONC. ELEVATOR PIT RE: STRUCTURAL WATERSTOP AT ALL COLD JOINTS, TYPICAL SCHEDULED FLOOR FINISH CONC. SLAB RE: STRUCTURAL SILL ASSEMBLY BY ELEV. MFGR ELEVATOR DOOR AND FRAME ASSEMBLY RE: ELEVATOR SPECS. GRANULAR FILL PER GEOTECH REPORT SCHEDULED VAPOR BARRIER BELOW GRADE WATERPROOFING AS SCHEDULED LEVEL 1 T.O.S 0' - 0" T.O PLATE 41' - 0 3/4" LEVEL 2 T.O DECK 10' - 7 7/8" LEVEL 3 T.O. DECK 21' - 3 3/4" LEVEL 4 T.O. DECK 31' - 11 5/8" T.O.CMU 46' - 6 3/4" UNIT CORRIDOR T.O. SUBFLOOR T.O. SLAB ELEVATOR PIT WATER STOP AT COLD JOINTS TYPICAL SUMP PIT RE: ELEVATOR MFR. FOR LOCATION CRYSTALLINE WATERPROOFING MEMBRANE SYSTEM ON INTERIOR SIDE. RETURN UP THE WALLS A MIN. OF 12" WATERPROOF EXTERIOR W/ 60 MIL SBS MEMBRANE OR 60 MIL COLD APPLIED MEMBRANE W/ DRAINAGE MAT DOWN TO FOOTING TO DRAIN PIT LADDER CLEAR OPENING7' - 0"VERIFY W/ MNFR.7' - 8" R.O.CLEAR OPENING7' - 0"CORRIDOR CORRIDOR CORRIDOR UNIT UNIT UNIT WITH OWNERVERIFY CAB HEIGHTELEVATOR CAB T.O. PLATE T.O. SUBFLOOR T.O. PLATE T.O. SUBFLOOR T.O. PLATE T.O. PLATE HOIST BEAM PER MNFR. CONC. FOUNDATION RE: STRUCTURAL SMOKE GUARD SYSTEM, TYPICAL9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"LEVEL 29' - 1 1/8"1' - 6 3/4"LEVEL 19' - 1 1/8"VERIFY W/ MNFR.5' - 0" PIT DEPTHA6.2.1 4 O.H. A6.2.1 6 O.H. A6.2.1 7 CLEAR OPENING7' - 0"CLEAR OPENING7' - 0"TPO OVER EXTERIOR SHEATHING W6.3a W6.3a W6.3a W6.3a A6.2.1 5 O.H.32' - 0 3/8"CLEAR OVERHEAD PER ELEVATOR MFR.13' - 2"2" MIN.A6.2.1 10 SLOPE A6.2.1 11 A6.2.1 12 OPEN CELL SPRAY FOAM INSULATION 3 A6.2.1 8 1/2" CLR. OPENING 3' - 6"4' - 3 1/2" 8 7/8" A.S. 7 5/8" CLEAR HOISTWAY 8' - 6" 7 5/8"1 7/8" A.S.7 5/8"CLEAR HOISTWAY6' - 11"7 5/8"2 3/4" A.S.ELEV. A6.2.1 8 W6.3 W6.3a W6.3aW6.3a 3 A6.2.1 8 1/2" CLR. OPENING 3' - 6"4' - 3 1/2"7 5/8"CLEAR HOISTWAY6' - 11"7 5/8"2 3/4" A.S.8 7/8" A.S. 7 5/8" CLEAR HOISTWAY 8' - 6" 7 5/8"1 7/8" A.S. A6.2.1 8 ELEV. W6.3 W6.3a W6.3a W6.3a 8" CMU WALL RE: STRUCTURAL ELEVATOR DOOR AND FRAME ASSEMBLY RE: ELEVATOR SPECS W6.3 SUB-FLOOR FLOOR/CEILING TRUSS RE: STRUCTURAL APPROVED FIRE BLOCKING MATERIAL IN AIRSPACE F2 EXPANSION JOINT BASIS OF DESIGN FDB-100MM SYSTEMS CORP. SILL ASSEMBLY (RE: ELEV. MANUF.) MANUFACTURER FRAME PER ELEVATOR SMOKE CONTAINMENT SYSTEM; TYPICAL @ BLDG. T01 & T02 ONLY. FURR DOWN; RE: REFLECTED CORRIDOR CEILING PLANS ELEVATOR DOOR AND FRAME ASSEMBLY RE: ELEVATOR SPECS FILLER PER ELEVATOR MFR. SPECIFICATIONS RE: ELEVATOR SPECSCONTINUOUS SEALANT WOOD HEADER RE: STRUCTURAL 9 1/4" CORRIDOR CORRIDOR MANUFACTURER FRAME PER ELEVATOR W6.3 ELEVATOR SHAFT CORRIDOR 8" C.M.U. WALL 1 LAYER 5/8" F.C. GYPSUM BOARD 90 MIN. RATED DOOR FRAME SMOKE CURTAIN RAIL @ T01 & T02 ONLY9 1/2"ELEVATOR SHAFT CORRIDOR 8" C.M.U. WALL 2 LAYERS 5/8" F.C. GYPSUM BOARD "C-T" OR "C-H" SHAPED STUDS SPACED 24" O.C. 90 MIN. RATED DOOR FRAME CONTROLLER RE: MANUFACTURER W6.2 1 LAYER OF 1" GYPSUM WALL BOARD SMOKE CURTAIN RAIL5 3/8"UNIT UNIT W6.3a C.M.U. BOND BEAM W/ REINFORCEMENT RE: STRUCTURAL 8" C.M.U. WALL RE: STRUCTURAL APPROVED FIRE BLOCKING MATERIAL IN AIRSPACE CONT. 3/8" SEALANT 2X BLOCKING RE: STRUCTURAL SCHEDULED FLOOR FINISH SCHEDULED BASE F1 FURR DOWN; RE: REFLECTED CORRIDOR CEILING PLANS R4 8" CMU WALL RE: STRUCTURAL W6.3 ROOF TRUSS RE: STRUCTURAL SMOKE CONTAINMENT SYSTEM; TYPICAL @ BLDG. T01 & T02 ONLY. ELEVATOR DOOR AND FRAME ASSEMBLY RE: ELEVATOR SPECS FILLER PER ELEVATOR MFR. SPECIFICATIONS RE: ELEVATOR SPECSCONTINUOUS SEALANT 11 3/8"CORRIDOR ATTIC MANUFACTURER FRAME PER ELEVATOR R4 SLOPE T.P.O. ROOF MEMBRANE TO LAP OVER ROOF EDGE T.P.O. TAPE T.P.O. ROOF MEMBRANE ON F.C. SHEATHING 2x RIM JOIST RE: STRUCTURAL PRE-FINISHED METAL EDGE FLASHING PRESSURE TREATED 2X PLATE WOOD BLOCKING AT PERIMETER3"EXPANDABLE SHEET METAL FLASHING 1 3/8" GAP T.P.O. ROOF MEMBRANE ON SHEATHING CONTINUOUS SEALANT APPROVED FIRE BLOCKING 8" CMU METAL CLEAT & SEALANT TPO ROOFING MEMBRANE ON TREATED PLYWOOD SHEATHING CANT STRIP R2 PLYWOOD SUBSTRATE AS NEEDED 8" CMU TPO ROOFING MEMBRANE ON TREATED PLYWOOD SHEATHING CANT STRIP APPROVED FIRE BLOCKING MATERIAL IN AIRSPACE ROOF TRUSS RE: STRUCTURAL 2x PRESSURE TREATED PLATES R4 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:39:35 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt A6.2.1 ELEVATOR PLANS & SECTION 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1 1/2" = 1'-0"4 ELEVATOR THRESHOLD @ CONC. FLOOR SCALE: 1/4" = 1'-0"3 ELEVATOR 1 SECTION SCALE: 1/4" = 1'-0"1 ELEVATOR 1 - LEVEL 1-3 SCALE: 1/4" = 1'-0"2 ELEVATOR 1 - LEVEL 4 WALL SECTION LEGEND SCHEDULED ROOF/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED FLOOR/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED WALL PARTITION TYPE; RE: AD1.2.1 NOTE: SEE FLOOR PLANS FOR SLAB DROP LOCATIONS R F FEFx GENERAL ELEVATOR NOTES: 1. ELEVATOR DESIGN BASED ON A 3,500LBS ELEVATOR WITH 150 FPM. 2. REFER TO ENLARGED PLANS FOR HOISTWAY DEPTH AND WIDTH. 3. ELEVATOR DESIGNED TO HAVE STRETCHER ACCOMODATION. 4. REFER TO ELEVATOR SECTION FOR ELEVATOR PIT DEPTH, TRAVEL DISTANCE, ENTRANCE HEIGHT AND ELEVATOR CLEAR OVERHEAD. 5. SUMP PIT LOCATION AND SIZE TO BE PER ELEVATOR MANUFACTURER AND LOCATION TO BE COORDINATED WITH FOUNDATION. 6. ELEVATOR DESIGNED TO HAVE A REMOTE CLOSET FOR CONTROLLER; REFER TO ENLARGED PLANS. 7. TO ENSURE ELEVATOR MEETS ALL REQUIREMENTS FOR ACCESSIBILITY, REFER TO SHEETS A2.4.2 ACCESSIBLE REQUIREMENTS FOR ELEVATORS. 8. ELEVATOR CAB FINISH SECTION BY INTERIOR DESIGNER. REFER TO FINISH SCHEDULE ON INTERIOR DESIGN DRAWINGS. 9. PER 2021 I.B.C. 1009.8, PROVIDE A TWO WAY COMMUNICATION SYSTEM AT THE ELEVATOR LANDING ON EACH ACCESSIBLE LEVEL THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE STORY OF EXIT DISCHARGE. THIS SYSTEM SHALL COMPLY WITH SECTIONS 1009.8.1 & 1009.8.2. 10. ELEVATORS TO HAVE SMOKE CURTAINS. BASIS OF DESIGN: SMOKEGUARD MODEL M400. LOCATION KEY T01 T02 B0B1B2 C1 A1 A1 A2 A2 B0B2 B2A3 A2 A1 A1 B1B1 A2 A2 B2 C1A1 A1 A2 B1-G2B2 B2A3 A2 A1 A1A2A3 A3 A3 SCALE: 1 1/2" = 1'-0"5 ELEVATOR THRESHOLD @ DECKING1 SCALE: 1" = 1'-0"8 ELEVATOR DOOR JAMB SCALE: 1" = 1'-0"9 ELEVATOR CONTROLLER @ DOOR JAMB SCALE: 1 1/2" = 1'-0"11 ELEVATOR WALL DETAIL SCALE: 1 1/2" = 1'-0"6 OPENING PROTECTION @ LEVEL 4 SCALE: 3" = 1'-0"7 LOW ROOF EDGE AT ELEVATOR SCALE: 1 1/2" = 1'-0"10 EXPANSION JOINT AT ELEV. SHAFT @ ROOF SCALE: 1 1/2" = 1'-0"12 ELEVATOR WALL @ TRUSS 101' - 6" 29' - 0 1/2"26' - 11"38' - 0"7' - 6 1/2"90' - 1 1/2"22' - 3 1/2"26' - 9 1/2"13' - 3"26' - 9 1/2"1' - 0"29' - 6"26' - 0"46' - 0"90' - 1 1/2"8' - 4"12' - 5 1/2"36' - 5 1/2"32' - 10 1/2"4' - 11"27' - 11 1/2"2' - 0 1/2"5 1/2" MEN WOMEN FIRE SPRINKLER/RISER MEN WOMEN 5 1/2"26' - 0"5 1/2"21' - 1"4' - 0"8' - 11"4' - 0"5 1/2"21' - 10"5 1/2"8' - 4"1' - 11 1/2"8' - 9"10' - 10 1/2"2' - 4"8' - 11"1' - 2 1/2"19' - 9 1/2"6' - 1 1/4"10 3/4"7' - 4"4' - 6"1' - 5"8"3' - 0"18' - 4 1/2"5 1/2"9"5 1/2"20' - 7 1/2"5 1/2"9"5 1/2"5 1/2"9"5 1/2"4' - 5"5 1/2"12' - 8"5 1/2"5 1/2"9"5 1/2"7' - 4"5 1/2"9"5 1/2"7' - 4"5 1/2"9"5 1/2"8' - 3 1/2"-0' - 2" DOOR RECESS DOOR RECESS FFE = 52.50' REFER TO INTERIORS AND STRUCTURAL FOR FLOOR DRAINS & SLOPES AT BATHROOMS, SPRINKLER CLOSET & JANITOR CLOSET DOOR RECESS 3 7/8"3 119/128"5 1/2"9"2' - 4"8' - 11"1' - 2 1/2"9' - 4 1/2"4' - 0"7' - 6 1/2" 5 1/2"2' - 8 1/2" 4 1/2" 5 1/2" OUTDOOR LOUNGE VESTIBULE F.D. F.D. F.D. F.D. F.D. F.D. -0'-2" -0' -2" FFE = 52.50' FFE = 52.50' FFE = 52.50' FFE = 52.50' FFE = 52.50' -0'-2"5 1/2"4 1/2"1' - 0 1/2"5 1/2"5 1/2"4 1/2"1' - 6"5 1/2" 2' - 8 1/2" 4 1/2"5 1/2"SLOPE 1.5%5 1/2" 5 1/2" 5 1/2"1' - 1 1/2" 5 1/2"6' - 1"13' - 7"8' - 3 1/2"5 1/2" 2' - 0 1/2"11' - 11"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:39:38 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AC1.1.0 CLUBHOUSE SLAB PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026LOCATION KEY NOT TO SCALE C D E F G H SLAB PLAN NOTES SLAB OPENING CONCRETE SLAB DOOR RECESS - 2" RECESS SLAB - 2" RECESS 5-1/2" BRICK LEDGE U.N.O. -1 1/2" BELOW CONCRETE FINISH 1. FOUNDATION FORMING PLANS ARE FOR ARCHITECTURAL DESIGN INTENT ONLY. CONTRACTOR SHALL ALSO REFERENCE PLANS PREPARED BY STRUCTURAL ENGINEER. CONTRACTOR SHALL VERIFY DIMENSIONS AND REQUIREMENTS WITH PLANS PREPARED BY STRUCTURAL ENGINEER. CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL ENGINEER TO CLARIFY ANY DISCREPANCIES, STRUCTURAL CONFLICTS AND/OR DIMENSIONS PRIOR TO CONCRETE BEING PLACED. 2. REFER TO LANDSCAPE DRAWINGS FOR ALL COURTYARD AND TERRACE DRAINS AND SLOPES. 3. CONTRACTOR TO VERIFY ALL SPOT ELEVATIONS AT PODIUM DRAIN LOCATED IN THE GARAGE WITH STRUCTURAL DRAWINGS. SLAB PLAN LEGEND FLOOR DRAIN ELEVATION MARK F.D. SCALE: 1/4" = 1'-0"1 CLUBHOUSE - SLAB PLAN M E T A L K I T C H E N S I N K F A U C E T S P U R I S T K-7505 CM-335 Tread MillTread MillTread MillRecumbentBikeProStepRowPLR-950PL-206P-5500P-4300VITREO U S C H I N A B A T H R O O M S I N K C A X T O N K - 2 2 1 0 - G V I T R E O U S C HINABATHRO O M S I N K C A X T O N K - 2 2 1 0 - G VITREO U S C H I N A BATHRO O M S I N K C A X T O N K - 2 2 1 0 - G VITREO U S C H I N A BATHRO O M S I N K C A X T O N K - 2 2 1 0 - G 2 AC1.2.2 1 AC1.2.1 2 AC1.2.1 1 AC1.2.2 2 AC1.3.1 1 AC1.3.1 1 AC1.4.1 1 AC1.3.2 5 AC1.4.1 2 AC1.3.2 3 AC1.4.1 2 AC1.4.1 6 AC1.4.1 INTERIOR WALLS AND FURNITURE FOR REFERENCE ONLY. REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INFORMATION 101' - 6" 7' - 6 1/2"38' - 0"26' - 11"29' - 0 1/2"90' - 1 1/2"5 1/2"21' - 10"26' - 9 1/2"13' - 3"26' - 9 1/2"1' - 0"4' - 11"27' - 11 1/2"36' - 5 1/2"20' - 9 1/2"23' - 11 1/2"22' - 0 1/2"26' - 0"29' - 6" 101' - 6"5 1/2"3' - 10"4' - 6"48' - 5 1/2"32' - 10 1/2"METER CENTER LOCATIONAAA E A A G B B B B B B B B B B B B B B A A SC4 SC5 24' - 0 1/2"2' - 9"7' - 4"4' - 6" (R.0.)1' - 5"9' - 1 1/2"4' - 4"4' - 4"9' - 0"5 1/2" 5' - 0"8' - 0"8' - 0"5' - 0" 5 1/2" 4' - 0"8' - 11" (R.0.)4' - 0"21' - 1" (R.O.) 4' - 0"16' - 11"8' - 9 1/2"1' - 10 1/2"8' - 11" (R.0.)1' - 2 1/2"EQ.5' - 6"5' - 6"5' - 6"EQ.8' - 3 1/2"13' - 7"4' - 5"1' - 8"4' - 0"15' - 8" (R.0.)4' - 6"21' - 4" (R.0.) 6" 4' - 9"5' - 6"5' - 6"5' - 6"4' - 9"6' - 9"5' - 7"5' - 7"5' - 7"6' - 0"4' - 0"24' - 10 1/2"4' - 0"3' - 7"15' - 3"3' - 0"5 1/2" 9' - 10 1/2"8' - 4"10' - 10" EDGE OF SLAB D.S. D.S. D.S. D.S. OUTDOOR LOUNGE COURTYARD 5 1/2" 2' - 0 1/2"9' - 1 1/2"9' - 0"9' - 0"REFER TO LANDSCAPE AND INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INFORMATION REFER TO LANDSCAPE DRAWINGS D.S.D.S. D.S. SC2 SC1 D.S. D.S. D.S. D.S. D.S. D.S. G G 12' - 0"REFER TO INTERIORS AND STRUCTURAL FOR FLOOR DRAINS & SLOPES AT BATHROOMS, SPRINKLER CLOSET & JANITOR CLOSET 3 AC1.3.2 SC1 SC6 VESTIBULE SD4SD2 W4.1a W4.1a W4.1a W4.1a W4.1a W4.1a W4.1a W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 SD5 SD3 SD1 1' - 10 1/2"8' - 11" (R.O.)1' - 2 1/2"2x8 WALL SC3 EC1 AD4.1.1 1 AD4.1.1 2 AD4.1.1 3 AD4.1.1 10 AD4.1.1 10 AD4.1.1 12 AD4.1.1 9 AD4.1.1 9 AD4.1.1 9 AD4.1.1 4 AD4.1.1 4 AD4.1.1 8AD4.1.1 8 AD4.1.1 8 AD4.1.1 8 AD4.1.1 8 AD4.1.1 14 AD4.1.1 15 AD4.1.2 1 JANITOR WOMEN PHONE ROOMPHONE ROOM MEN PACKAGE WORKROOM ASST. MGR. MGR. FITNESS MAIL SCREENING HALL LEASING CO WORKING LOBBY RISER ROOM IT/AV F.E. F.E. D.S. D.S. D.S. AD4.1.2 9 STRING LIGHT ABOVE RE: LANDSCAPE DRAWINGS8' - 9 1/2"10' - 3"30' - 5"6' - 0"1' - 4"AD4.1.2 10 1' - 8"20' - 7 1/2"1' - 8" E REFER TO 9/AD4.2.4 FOR STRING LIGHT PLATE REFER TO 10/AD4.2.4 FOR STRING LIGHT PLATE REFER TO 11/AD4.2.4 FOR STRING LIGHT PLATE 90' - 1 1/2"10"6' - 0"29' - 2"29' - 11 1/2"25' - 6 1/2"22' - 7 1/4"23' - 4 3/4"1' - 3"5' - 11 1/2"14' - 9"19' - 4"6 AC1.4.1 1' - 8"20' - 3"2' - 0 1/2" 5 AC1.3.2 1' - 1 1/2"5 1/2"2' - 7 5/8"8' - 3 3/4"2' - 7 5/8"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO.DATE:REVISION DESCRIPTION:SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 2:29:08 PM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AC1.1.1 CLUBHOUSE FLOOR PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026GENERAL NOTES: AMENITY PLAN 1. REFER TO SHEET A2.4.2 & A2.4.3 FOR ADDITIONAL NOTES ON HANDICAP ACCESSIBILITY 2. CROSS HATCHED AREAS AT ENTRY/ EXIT DOORS INDICATE REQUIRED BARRIER-FREE 3. THRESHOLDS VERTICAL CHANGES IN FLOOR FINISH LEVELS GREATER THAN 1/4" ARE NOT PERMITTED 4. VERIFY ALL INTERIOR FINISHES WITH INTERIOR DESIGNER'S DRAWINGS 5. REFER TO MECHANICAL DRAWINGS FOR DUCT SIZES AND LAYOUT 6. INSTALL EXIT LIGHTS, FIRE ALARMS AND EMERGENCY LIGHTS AS REQUIRED BY CODE. REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND SPECIFICATIONS 7. REFER TO THE LIFESAFETY SHEET A2.2.1 FOR THE CORRESPONDING LIFESAFETY PLANS 8. REFER TO INTERIOR DESIGNERS SHEETS iA5.0 - iA7.0 FOR INTERIOR ELEVATIONS & DETAILS. BUILDING PLAN LEGEND: B.F.T. F.E.C. WX FIRE EXTINGUISHER CABINET (SEMI RECESSED) SCHEDULED PARTITION TYPE SCHEDULED DOOR TYPE SCHEDULED WINDOW TYPE FLOOR DRAIN DOWN SPOUT UX X SX MECH. F.O.S. F.O.M. SCHEDULED STOREFRONT BARRIER FREE THRESHOLD FACE OF STUD (WOOD) FACE OF MASONRY MECHANICAL CLOSET F.D. D.S. LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H SCALE: 1/4" = 1'-0"1 CLUBHOUSE - FLOOR PLAN 0'2'4' 8' 1/4 inch = 1 foot MAILBOX INSTALLATION REQUIREMENTS 1. THE FLOOR OF THE LOWEST PATRON MAILBOX SHALL BE NO LESS THAN 28" ABOVE THE FINISHED FLOOR (AFF). 2. THE FLOOR OF THE LOWEST PARCEL LOCKER SHALL BE NO LESS THAN 15" ABOVE THE FINISHED FLOOR. 3. THE PATRON LOCK IN THE HIGHEST MAILBOX SHALL BE NO MORE THAN 67" ABOVE THE FINISHED FLOOR. 4. THE USPS ARROW LOCK (MASTER DOOR LOCK) OPENING MUST BE A MINIMUM OF 36" AND A MAXIMUM OF 48" ABOVE THE FINISHED FLOOR. 5. THE MASTER ACCESS DOOR(S) MUST BE ALLOWED TO OPEN A MINIMUM OF 90 DEGREES WITH NO OBSTRUCTION. MAILBOX ACCESSIBILITY EQUIVALENT FACILITATION PROVISIONS WILL BE PROVIDED FOR ANY RESIDENT NOT ABLE TO REACH A MAILBOX. THESE EQUIVALENT PROVISIONS INCLUDE: A. RELOCATING A RESIDENT'S MAILBOX DOOR TO A LOCATION WITHIN THE REACH RANGE. B. ASSIGNING THEN AN EMPTY SLOT WITHIN REACH RANGE. C. PROVIDING COMPLIMENTARY "CONCIERGE SERVICE" THROUGH THE LEASING OFFICE TO THEIR MAIL. MAILBOX CALCULATIONS REQUIRED 1 PER UNIT = 320 MAILBOXES 1 PER 5 MAILBOXES = 64 PARCEL BOXES PROVIDED 323 72 320 TOTAL UNITS MAIL BOXES PARCEL BOXES A 01/26/2026 PERMIT REVISIONS 2 AC1.2.2 1 AC1.2.1 2 AC1.2.1 1 AC1.2.2 4 AC1.3.2 12:1212:124:124:1212:1212:1212:1212:1212:1212:1212:1212:12 1 HR RATED ATTIC ACCESS (LOCKED) 1 HR RATED ATTIC ACCESS (LOCKED) 12" / 12" 12" / 12" SOFFIT VENT 16' - 0" SOFFIT VENT 18' - 0"SOFFIT VENT18' - 0"SOFFIT VENT18' - 0"SOFFIT VENT 16' - 0" RIDGE VENT 13' - 0"10' - 9" 4:12 3' - 4"RIDGE VENT25' - 0"10' - 0 7/8" RIDGE VENT 25' - 0"5' - 7" RIDGE VENT 13' - 0"RIDGE VENT25' - 0"22' - 4"6' - 2"RIDGE VENT19' - 0"4:12D.S.D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S. D.S. 4' - 0"6' - 4"3' - 0"2' - 9 1/2"SOFFIT VENT6' - 0"SOFFIT VENT 6' - 0" D.S. D.S.SOFFIT VENT4' - 0"SOFFIT VENT10' - 0"D.S.4:1210' - 9" 10' - 6"4' - 0"3' - 0"9' - 7"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:39:45 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AC1.1.2 CLUBHOUSE ROOF PLAN 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H ROOF PLAN LEGEND CONTINUOUS GUTTER (5"X5" TYP.) DOWNSPOUT (3"X4" TYP.) MIN. 22" X 30" 1 HR. RATED ATTIC ACCESS HATCH RIDGE VENTS TYPICAL ROOF OVERHANG, U.N.O.1'-6"D.S. 1'-6" F.O. BRICK ROOF PLAN NOTES ATTIC VENTILATION REQUIREMENTS: 1. REQUIRED VENTILATION = 1/300 PER CMR 780 SECTION 1202.2.1 (EXCEPTION) 2. 50% OF VENTS SHALL BE PROVIDED IN UPPER 1/3 (MIN.) OF THE TOTAL SPACE TO BE VENTILATED. 3. SOFFIT VENTS BASED ON 4" CONTINUOUS SOFFIT VENT, WHICH HAS A NET FREE VENT AREA OF 16 SQ. IN. PER LINEAR FOOT. 4. RIDGE VENTS SHALL HAVE A MIN. NET FREE VENT AREA OF 18 SQ. IN. PER LINEAR FOOT. 5. GRAVITY VENTS HAVE A MIN. NET FREE AREA OF 40 SQ. IN. SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN TO GUTTER AND DOWNSPOUTS PER PLANS. 2. ALL DOWNSPOUTS SHALL DISCHARGE ON SPLASH BLOCKS EXCEPT AT CLUBHOUSE AND BUILDINGS 3 AND 4 AS NOTED ON SHEET A1.1.1 AND SHEET A4.1.40. ALL DETACHED GARAGES TO DISCHARGE ONTO SPLASH BLOCKS (RE: CIVIL DRAWINGS FOR SITE DRAINAGE). 3. ALL DOWNSPOUTS SHALL BE PLACED IN APPROXIMATE LOCATION AS SHOWN ON PLANS. 4. ALL ROOF SLOPES ARE TO BE NOTED ON ROOF PLANS. 5. ROOF OVERHANGS AS NOTED ON ROOF PLAN LEGEND. NOT TYPICAL OVERHANGS WILL BE NOTED ON ROOF PLAN. 6. PROVIDE CONCEALED METAL WALL FLASHING AT ALL AREAS WHERE ROOF MEETS VERTICAL WALL WITH A MINIMUM 8 INCH VERTICAL LEG. 7. PROVIDE VALLEY FLASHING AND METAL DRIP PER MANUFACTURER'S INSTALLATION DIRECTION AND SPECIFICATION. 8. ROOF VENTILATION REQUIREMENTS SHALL COMPLY WITH 780 C.M.R. (AMENDMENTS TO 2021 IBC) ATTIC SPACES. 36" X 48" SCALE: 1/4" = 1'-0"1 CLUBHOUSE ROOF PLAN 0'2'4' 8' 1/4 inch = 1 foot AREA UNDER ROOF TOTAL VENTING REQUIRED UPPER VENT TYPE SPECIFIED RIDGE ROOF VENT GRAVITY ROOF VENT TOTAL UPPER VENTILATION PROVIDED LOWER VENT TYPE SPECIFIED CONTINUOUS SOFFIT VENT GRAVITY ROOF OF VENTS TOTAL LOWER VENTILATION PROVIDED TOTAL VENTILATION PROVIDED UPPER VENTING REQUIRED LOWER VENTING REQUIRED 3385 SQ. IN. 0 SQ. IN. 2160 SQ. IN. 2160 SQ. IN. 1792 SQ. IN. 0 SQ. IN. 1792 SQ. IN. 3952 SQ. IN. 1692.5 SQ. IN. 1692.5 SQ. IN. CLUBHOUSE BUILDING -VENTING REQUIREMENT 7052 SQ. FT. 120 LF 0 EA. 112 LF 0 EA. @ 18 SQ. IN. = @ 60 SQ. IN. = @ 16 SQ. IN. = @ 60 SQ. IN. = LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" E10E5 E5 E18 E9 E13EF2b EF2b EF4a 7' - 2"BB B B B B B B B D SD2 16' - 3"SD4 SC4 SC5 1' - 0"5' - 6"1' - 0"10' - 6"26' - 6"12 12 12:12 12 12 4:12 12 12 12 12 EF1a EF4a A5.3.1 10 E22 A5.3.1 12 A5.3.1 12 Sim EAEA E22 LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" E10E11 EF1a EF2b D 7' - 2"A A A A SC2 5' - 6"SC1 SD3 10' - 6"26' - 6"4:12 12 12 12 12 4:12 12 12 12 12 12:12 E9EF1b E13 E14 A5.3.1 7 A5.3.1 5 E21 E17 E E A5.3.1 7 SIM EAEA EF4a EF4bEF4aEF4b © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO.DATE:REVISION DESCRIPTION:SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:19:11 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AC1.2.1 CLUBHOUSE ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026EXTERIOR FINISH LEGEND KEY VALUE KEYNOTE TEXT EF1a BRICK 01 (MODULAR SMOKY GRAY VELOUR) EF1b BRICK 02 (MODULAR ACCENT BRICK - GLAZED; ELGIN BUTLER 4SSU #4111 TEAL) EF2b FIBER CEMENT LAP SIDING 02 (ARTIC WHITE) EF4a FIBER CEMENT BOARD & BATTEN SIDING 01 (ARTIC WHITE) EF4b FIBER CEMENT SMOOTH PANEL 01 (ARTIC WHITE) EXTERIOR KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E5 FIBER CEMENT TRIM COLOR: ARTIC WHITE E9 ALUMINUM STOREFRONT SYSTEMS; COLOR: DARK BRONZE E10 COMPOSITION SHINGLES ROOF SYSTEM - WEATHERED WOOD E11 STANDING SEAM METAL ROOF - COLOR TBD E13 DOWNSPOUT - PREFINISHED E14 GUTTER - PREFINISHED E17 BREAK METAL; COLOR TO MATCH STOREFRONT SYSTEM E18 EXPOSED STRUCTURAL TRUSSES; REFER TO STRUCTURE E21 EXTERIOR LIGHT FIXTURE E22 MECHANICAL LOUVER: REFER TO MECHANICAL SCALE: 1/4" = 1'-0"2 CLUBHOUSE - BACK ELEVATION SCALE: 1/4" = 1'-0"1 CLUBHOUSE - FRONT ELEVATION LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'2'4'8' 1/4 inch = 1 foot FIXTURE LEGEND BUILDING WALLPACK NOTES: 1. REFER TO MEP AND OWNER'S ELECTRICAL FIXTURE SELECTION SCHEDULE FOR MORE INFORMATION REGARDING THESE ELECTRICAL AND MECHANICAL ITEMS. EW EXTERIOR SCONCE (LARGE) EXTERIOR SCONCE (SMALL) EB RECESSED LIGHT DUAL HEADED MOONLIGHTS EZ EC1 EXHAUST VENT INTAKE VENT EA UNIT EXTERIOR SCONCE (SMALL) GARAGE EXTERIOR SCONCE (SMALL) GS UB LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6"10' - 6"EF1a EF2b EF1aE13 CL E19 A A GGG SD1SD1SD1 EA 5' - 6"1' - 0" G 12:12 12 12 12 12 4:12 12:12 12 12 12 12 SC3 EC1 E9E14 A5.3.1 8 A5.3.1 9 E10 E22E22 E22E22 A5.3.1 7 SIM KNOX KEY BOX FIRE SPRINKLER RISER SIGN H PANEL H PANEL M C/T CABINET LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6"10' - 6"EF2b E5 EF4a EF1aEF1aE13 B B B B B B A 12:12 12 4 12:12 12:12 SC6 EF1bE14 E9E10 A5.3.1 4 SIM © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:19:17 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AC1.2.2 CLUBHOUSE ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:19:17 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AC1.2.2 CLUBHOUSE ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026EXTERIOR FINISH LEGEND KEY VALUE KEYNOTE TEXT EF1a BRICK 01 (MODULAR SMOKY GRAY VELOUR) EF1b BRICK 02 (MODULAR ACCENT BRICK - GLAZED; ELGIN BUTLER 4SSU #4111 TEAL) EF2b FIBER CEMENT LAP SIDING 02 (ARTIC WHITE) EF4a FIBER CEMENT BOARD & BATTEN SIDING 01 (ARTIC WHITE) EXTERIOR KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E5 FIBER CEMENT TRIM COLOR: ARTIC WHITE E9 ALUMINUM STOREFRONT SYSTEMS; COLOR: DARK BRONZE E10 COMPOSITION SHINGLES ROOF SYSTEM - WEATHERED WOOD E13 DOWNSPOUT - PREFINISHED E14 GUTTER - PREFINISHED E19 PROPOSED METER CENTER LOCATION TO BE PAINTED COLOR OF WALL E22 MECHANICAL LOUVER: REFER TO MECHANICAL SCALE: 1/4" = 1'-0"1 CLUBHOUSE - SIDE ELEVATION SCALE: 1/4" = 1'-0"2 CLUBHOUSE - SIDE ELEVATION LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'2'4' 8' 1/4 inch = 1 foot FIXTURE LEGEND BUILDING WALLPACK NOTES: 1. REFER TO MEP AND OWNER'S ELECTRICAL FIXTURE SELECTION SCHEDULE FOR MORE INFORMATION REGARDING THESE ELECTRICAL AND MECHANICAL ITEMS. EW EXTERIOR SCONCE (LARGE) EXTERIOR SCONCE (SMALL) EB RECESSED LIGHT DUAL HEADED MOONLIGHTS EZ EC1 EXHAUST VENT INTAKE VENT EA UNIT EXTERIOR SCONCE (SMALL) GARAGE EXTERIOR SCONCE (SMALL) GS UB LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" 2 AC1.3.1 1 AC1.3.2 2 AC1.3.2 MAILPACKAGECO WORKINGSCREENING W1.1 EF2 R1 W1.1EF3 12 12 12 12 12 12 4 12 10' - 6"LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" 4 AC1.4.1 1 AC1.3.1 10' - 6"3 AC1.3.2 LEASING WORKROOMPACKAGEHALLFITNESS W1.1 EF1 W1.1EF2 R1 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:19:21 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AC1.3.1 CLUBHOUSE BUILDING SECTIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/4" = 1'-0"1 BUILDING SECTION AT PORCH SCALE: 1/4" = 1'-0"2 TRANSVERSAL SECTION WALL SECTION LEGEND SCHEDULED ROOF/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED FLOOR/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED WALL PARTITION TYPE; RE: AD1.2.1 NOTE: SEE FLOOR PLANS FOR SLAB DROP LOCATIONS R F FEFx LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" 1 AC1.3.1 6' - 0"6' - 0"6' - 0"6' - 0"9 1/2" 3 AC1.3.2 VESTIBULE SCREENING 4 12 12' - 8"AC AC AC AC AC R1 W1.1EF3 OUTDOOR LOUNGE AD4.2.4 2 AD4.2.4 5 AD8.1.1 1 10' - 6"LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" 1 AC1.3.1 10' - 6"R1 W1.1 R1 ROOF TRUSS 4 12 4 12 4 12 LOBBY CO WORKING 10' - 6"EQ EQ1' - 0"10' - 6"CL 16' - 10"4 12 4 12 LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" 13' - 7"10' - 6"1 1/2"HEATER TO BE LOCATED ON LOWEST BEAM 5 AC1.3.2 2' - 7 5/8"8' - 3 3/4"2' - 7 5/8"2' - 0"7' - 1"SCHEDULED STONE SILL SCHEDULED RECESSED TV BOX SCHEDULED WEATHERPROOF TV BOX EQ.EQ.EQ.4' - 0"EQ.6' - 8 1/2" SCHEDULED HERRINGBONE BRICK NICHE SCHEDULED BRICK LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" 2 AC1.3.1 2 AC1.3.2 3 AC1.4.1 AC LC FITNESS AD4.2.4 1 11' - 5 1/4"4' - 9 3/4"2' - 1 3/4" 12 12 12 12 12 12 W1.1EF2 W1.1 EF2 R1 OUTDOOR LOUNGE COURTYARD 4 12 4 12 10' - 6"GC TO INSTALL HEATERS ON THE BEAMS RE: MEP LEVEL 1 T.O.S 0' - 0"8' - 11 1/2"1 1/2"7' - 1"2' - 0"2' - 0 1/2" SCHEDULED STONE SILL BRICK RETURN BEYOND PROPOSED 4" CMU TO CARRY BRICK ABOVE STEEL LINTEL PER STRUCTURAL PAINTED TO MATCH BRICK VENEER WOOD BEAM AS PER STRUCTURAL © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:19:26 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AC1.3.2 CLUBHOUSE BUILDING SECTIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/4" = 1'-0"2 CLUBHOUSE SECTION @ OUTDOOR LOUNGE SCALE: 1/4" = 1'-0"1 CLUBHOUSE SECTION @ LOBBY SCALE: 1/4" = 1'-0"4 CLUBHOUSE @ PATIO TV WALL SCALE: 1/4" = 1'-0"3 CLUBHOUSE TRANSVERSAL SECTION AT OUTDOOR LOUNGE WALL SECTION LEGEND SCHEDULED ROOF/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED FLOOR/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED WALL PARTITION TYPE; RE: AD1.2.1 NOTE: SEE FLOOR PLANS FOR SLAB DROP LOCATIONS R F FEFx SCALE: 1/2" = 1'-0"5 CLUBHOUSE PATIO TV WALL SECTION LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" 12" 12" FITNESS W1.1EF2 AD4.2.2 1 AD4.2.4 7 2' - 6"LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" 4" 12"11' - 6"VESTIBULE SCREENING AD4.2.2 7 AD4.2.4 2 AD4.2.4 5 SIDEWALK RE: LANDSCAPE AD6.3.1 2 2' - 5"LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" W1.1EF2 12" 12" R1 MAILROOM RE: INTERIORS AD6.2.1 1 2 AD6.2.1 AD4.2.2 1 AD6.2.1 3 AD4.2.4 7 2' - 6"LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" 12" 12" AD4.2.4 8 AD6.2.1 7 8 AD6.2.1 AD6.2.1 9 AD4.2.5 1 MGR. W1.1 EF12' - 10 1/4"LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" AD4.2.5 1 MEN 4 12 AD4.2.4 8 2' - 6 1/2"SIM LEVEL 1 T.O.S 0' - 0" CLUB T.O.P. 10' - 6" LOBBY1' - 1 3/8"4 12 AD6.3.1 4 AD4.2.4 7 4' - 0"1' - 5"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/2" = 1'-0" 3/17/2026 9:19:31 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AC1.4.1 CLUBHOUSE WALL SECTIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/2" = 1'-0"3 CLUBHOUSE SECTION @ FITNESS SCALE: 1/2" = 1'-0"1 CLUBHOUSE SECTION @ VESTIBULE SCALE: 1/2" = 1'-0"5 CLUBHOUSE SECTION @ MAIL SCALE: 1/2" = 1'-0"4 CLUBHOUSE SECTION AT BRICK VENEER SCALE: 1/2" = 1'-0"2 CLUBHOUSE SECTION AT REAR EXIT SCALE: 1/2" = 1'-0"6 CLUBHOUSE SECTION @ LOBBY -MIR WALL SECTION LEGEND SCHEDULED ROOF/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED FLOOR/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED WALL PARTITION TYPE; RE: AD1.2.1 NOTE: SEE FLOOR PLANS FOR SLAB DROP LOCATIONS R F FEFx ASSEMBLY NOTES: • 3/4" MIN. LIGHT WEIGHT CONCRETE (MIN. 1500 PSI) ON • 23/32" T&G PLYWOOD DECKING. (ALTERNATE: T&G O.S.B.) ON • 18" MIN. DEPTH PREFABRICATED TRUSSES SET AT 24" O.C. MAX. • FINISH CEILING W/ (1) LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED TO • 25 MSG GALV. STEEL RESILIENT CHANNELS PERPENDICULAR TO TRUSSES (SEE ACOUSTICAL NOTES FOR SPACING & TYPE) • R-30 (9 1/2") MAXBATT INSULATION SECURED TO UNDERSIDE OF FLOOR DECKING IBC NOTES: • FLOOR/ CEILING ASSEMBLIES SEPARATING DWELLING UNITS SHALL HAVE AN STC & IIC RATING OF 50 MIN. PER 2021 IBC SECTION 1206.2 & 1206.3 FIRE TEST: U.L. DESIGN NO. L563 (RE: SHEET AD1.1.2 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER).18" MINIMUMPARALLEL TRUSSESPERPENDICULAR TRUSSES 18" MINIMUMMECHANICAL DUCT PRESCRIBED PER ASSEMBLY ACOUSTICAL NOTES: • INSTALL SOUND ATTENUATION BATTS AS FOLLOWS: OPTION 1: SECURED TO UNDERSIDE OF DECK OPTION 2: DRAPPED OVER RESILIENT CHANNELS • INSTALL CLARK DIETRIC RC-DELUXE OR PHILIPS RC-2 OR CEMCO RC1-XD RESILIENT CHANNELS AS FOLLOWS: 16" O.C. MAX. PERPENDICULAR TO TRUSSES WHEN BATT INSULATION IS SECURED TO UNDERSIDE OF DECK 12" O.C. MAX. PERPENDICULAR TO TRUSSES WHEN BATT INSULATION IN DRAPPED OVER RESILIENT CHANNELS STC RATING=60 (SOUND TEST# G9878.02) IIC RATING =56 (SOUND TEST# G9878.02) RE: AD1.1.2 FOR SOUND TEST DATA & ADDITIONAL INFO. ASSEMBLY NOTES: • 3/4" T&G PLYWOOD DECKING. (ALTERNATE: T&G O.S.B.)ON • 18" MIN. AVERAGE DEPTH PREFABRICATED TRUSSES (DIMENSION VARIES) SET AT 24" O.C. MAX. REFER TO STRUCTURAL FOR ACTUAL SPACING. • FINISH CEILING W/ (1) LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED TO • 25 MSG GALV. STEEL RESILIENT CHANNELS SET AT A MAX OF 12" O.C. PERPENDICULAR TO TRUSSES. FIRE TEST: U.L. DESIGN No. P522 (RE: SHEET AD1.1.4 FOR UL TESTED SYSTEM AND APPROVED PRODUCT & MANUFACTURER.) ROOF NOTES: • CLASS 'A' COMPOSITION SHINGLES AND OR STANDING SEAM METAL ROOF SYSTEM ON • ONE LAYER OF ROOF UNDERLAYMENT OVER • 3/4" PLYWOOD DECKING WITH MTL. CLIPS AT JOINTS NOT OVER TRUSSES. • INSTALL SELF-ADHERED ICE AND WATER SHIELD AT EAVE TO EXTEND 36" UP. MINIMUM (30 MIL) INSULATION NOTES: • PROVIDE R-50 MIN. BATT INSULATION AT ATTIC CONCEALED SPACE. DRAPED OVER RESILIENT CHANNELS AT CLUBHOUSE, APARTMENT, MAINTENANCE & DOGWASH BUILDINGS.VARIESSLOPE. RE. ROOF PLANS PERPENDICULAR TRUSSES PARALLEL TRUSSES ASSEMBLY NOTES: • 3/4" T&G PLYWOOD DECKING. (ALTERNATE: T&G O.S.B.)ON • 18" MIN. DEPTH PREFABRICATED TRUSSES (DIMENSION VARIES) SET AT 24" O.C. MAX. REFER TO STRUCTURAL FOR ACTUAL SPACING • BASE LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED TO WOOD TRUSSES AT RIGHT ANGLES • SECOND LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED WITH JOINTS STAGGERED 24" FROM BASE LAYER AT APARTMENTS: • PROVIDE R-50 MIN. BATT INSULATION IN ATTIC CONCEALED SPACE DRAPED OVER RESILIENT CHANNELS FIRE TEST: GA FILE NO. RC 2751 (RE: SHEET AD1.1.3 FOR UL TESTED SYSTEM AND APPROVED PRODUCT & MANUFACTURER.) • THIRD LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED AT RIGHT ANGLES TO WOOD TRUSSES WITH JOINTS STAGGERED 12' FROM SECOND LAYER • FINISH CEILING W/ (1) LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED TO • HAT SHAPED RIGID FURRING CHANNELS AT 24" O.C. APPLIED AT RIGHT ANGLES TO TRUSSES ROOF NOTES: • CLASS "A" COMPOSITION SHINGLES ROOF SYSTEM OVER • ONE LAYER APPROVED ROOF UNDERLAYMENT OVER • 3/4" PLYWOOD DECKING WITH METAL CLIPS LOCATED AT JOINTS NOT OVER TRUSSES. • INSTALL SELF-ADHERED ICE AND WATER SHIELD AT EAVE TO EXTEND 36" UP. MINIMUM (30 MIL)VARIESSLOPE. RE. ROOF PLANS PERPENDICULAR TRUSSES PARALLEL TRUSSES ASSEMBLY NOTES: • 3/4" MIN. LIGHT WEIGHT CONCRETE (MIN. 1500 PSI) ON • 23/32" T&G PLYWOOD DECKING. (ALTERNATE: T&G O.S.B.) ON • 18" MIN. DEPTH PREFABRICATED TRUSSES SET AT 24" O.C. MAX. • FINISH CEILING W/ (1) LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED TO • 25 MSG GALV. STEEL RESILIENT CHANNELS SET AT A MAX. OF 16" O.C. PERPENDICULAR TO TRUSSES. FIRE TEST: U.L. DESIGN NO. L563 (RE: SHEET AD1.1.2 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER).18" MINIMUMPARALLEL TRUSSESPERPENDICULAR TRUSSES 18" MINIMUMMECHANICAL DUCT PRESCRIBED PER ASSEMBLY OPEN CELL SPRAY FOAM INSULATION ASSEMBLY NOTES: • 3/4" T&G PLYWOOD DECKING. (ALTERNATE: T&G O.S.B.) ON • 18" MIN. DEPTH PREFABRICATED TRUSSES (24" PROVIDED ) SET AT 24" O.C. MAX. • FINISH CEILING W/ (1) LAYER OF F5/8" FIRECODE GYPSUM BOARD ATTACHED TO • 25 MSG GALV. STEEL RESILIENT CHANNELS SET AT A MAX OF 12" O.C. PERPENDICULAR TO TRUSSES. PROVIDE R-30 OPEN CELL SPRAY INSULATION IN ATTIC CONCEALED SPACE TO RECEIVE FULL 13 SPRINKLER SYSTEM MEETING THE REQUIREMENTS OF N.F.P.A. 13 SET FORTH IN I.B.C. 2021 SECTION 903.3.1.1 FIRE TEST: U.L. DESIGN No. P522 (RE: SHEET AD1.1.4 FOR UL TEST) FOR SYSTEM AND APPROVED PRODUCT & MANUFACTURER. ROOF NOTES: • CLASS "A" FULLY ADHERED WHITE OR TAN THERMOPLASTIC POLYOLEFIN (T.P.O.)MEMBRANE SYSTEM OVER • 1/2" PROTECTION BOARD AS REQUIRED BY MANUFACTURE OVER • MIN. R-20 MECHANICALLY ATTACHED RIGID INSULATION BOARD; BUILD UP AS REQUIRED BEYOND TO SLOPE TO DRAIN. (REFER TO ROOF PLAN FOR CRICKET LOCATION AND SIZE) OVER • 3/4" PLYWOOD DECKING WITH MTL. CLIPS AT JOINTS NOT OVER TRUSSES. PROVIDE T.P.O. ROOF THAT MEETS REQUIREMENTS LISTED IN I.E.C.C. 2021 SECTION C402.3, TABLE C402.3 FOR A 3-YR AGED 0.55 SOLAR REFLECTANCE 0.55 & 0.75 THERMAL TRANSMITTANCE OR A 3-YEAR AGED SOLAR REFLECTANCE INDEX OF 64. **NOTE: TOTAL COMBINED INSULATION VALUE = R-50 MINIMUM**2' - 0" MIN.SLOPE. RE. ROOF PLANS PERPENDICULAR TRUSSES PARALLEL TRUSSES TRUSS NOTE: • REFER TO STRUCTURAL DRAWINGS FOR DIRECTION OF TRUSSES INSULATION NOTE: • REFER TO F1 FOR INSULATION REQUIREMENTS PERPENDICULAR TRUSSES NOTES: • 3/4" LIGHT WEIGHT CONCRETE (MIN. 1500 PSI -RE: STRUCT.) ON • 23/32" T&G PLYWOOD DECKING. (ALTERNATE: T&G O.S.B.) ON • 18" MIN. DEPTH PREFABRICATED TRUSSES SET AT 24" O.C. MAX. • BASE LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED TO WOOD TRUSSES AT RIGHT ANGLES • SECOND LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED WITH JOINTS STAGGERED 24' FROM BASE LAYER • THIRD LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED AT RIGHT ANGLES TO WOOD TRUSSES WITH JOINTS STAGGERED 12' FROM SECOND LAYER • FINISH CEILING W/ (1) LAYER OF 5/8" FIRECODE GYPSUM BOARD ATTACHED TO • HAT SHAPED RIGID FURRING CHANNELS AT 24" O.C APPLIED AT RIGHT ANGLES TO TRUSSES. FIRE TEST: UL DESIGN No. L556 (RE: SHEET AD1.1.3 FOR UL TEST) FOR SYSTEM AND APPROVED PRODUCT & MANUFACTURER.1' - 6"PARALLEL TRUSSES ASSEMBLY NOTES: • ONE LAYER 15/32" T&G PLYWOOD. (ALTERNATE: T&G O.S.B.) ON • 2 X 10 MIN. WOOD JOIST SET AT 24" O.C. MAX. • FINISH CEILING W/ (2) LAYERS OF 5/8" FIRECODE GYPSUM • ATTACH BASE LAYER GYP. BD. AT RIGHT ANGLES TO TO BOTTOM OF WOOD JOISTS. • ATTACH FACE GYP. BD. AT RIGHT ANGLES TO TO BOTTOM OF WOOD JOISTS. BUILDING ENVELOPE NOTES: • FILL ROOF CAVITY WITH R-50 BATTS OR SPRAY INSULATION ROOF FINISH NOTES: • FULLY ADHERED THERMOPLASTIC (TPO) MEMBRANE SYSTEM OVER • 1/2" PROTECTION BOARD AS REQUIRED BY MANUFACTURER OVER • 1-1/2" RIGID INSULATION BOARD MECHANICALLY ATTACHED; BUILD UP AS REQUIRED BEYOND TO SLOPE. (REFER TO ROOF PLAN FOR CRICKET LOCATION AND SIZE) OVER • 1/2" PLYWOOD DECKING GLUED APPLIED AND MECHANICALLY ATTACHED T.P.O. ROOF MEMBRANE TO MEET I.E.C.C. 2021 SECTION C402.3, TABLE C402.3 FOR A 3-YR AGED SOLAR REFLECTANCE INDEX OF 0.55 & 0.75 AND THERMAL TRANSMITTANCE OR A 3-YEAR AGED SOLAR REFLECTANCE INDEX OF 64. FIRE TEST: GA FILE NO. RC 2601 (RE: SHEET AD1.1.4 FOR TESTED SYSTEM AND APPROVED PRODUCT & MANUFACTURER)© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261 1/2" = 1'-0" 3/17/2026 9:39:48 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.1.1 FLOOR/CEILING & ROOF ASSEMBLIES 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026GENERAL NOTES: 1. DRAWINGS OF ASSEMBLIES ARE INDICATIVE OF THE FIRE RATED ASSEMBLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE ACTUAL FIRE TEST ASSEMBLY AND TO FOLLOW THE REQUIREMENTS INDICATED IN THE TEST ASSEMBLY. COPIES OF THE ASSEMBLIES ARE INCLUDED IN OUR DRAWINGS FOR REFERENCE AND CONVENIENCE. IF THEY ARE ILLEGIBLE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE LEGIBLE COPIES FOR THE JOB SITE. 2. ALL ELECTRICAL AND PLUMBING PENETRATIONS IN RATED ASSEMBLIES SHALL BE FIRESTOPPED AT TOP, BOTTOM, AND SIDES WITH AN APPROVED FIRE SEALANT EQUAL TO ASSEMBLY RATING. 3. ALL INSULATION SHALL BE OF NON-CONBUSTIBLE MATERIAL. 4. CONTRACTOR SHALL COMPLY WITH MANUFACTURER'S INSTALLATION GUIDELINES AND SPECIFICATION WHEN INSTALLING ROOFING MATERIAL ON SPECIFIED UL ASSEMBLY. 5. AT TIME OF ISSUE FOR PERMIT DRAWINGS, ALL FIRE TESTED ASSEMBLIES ARE CURRENT WITH TESTED UL ASSEMBLY NUMBER IN DRAWING SET. UL ASSEMBLY NUMBERS CHANGE FREQUENTLY DUE TO ADDITIONS OR NEWLY APPROVED ASSEMBLIES. CONTRACTOR SHALL CONFIRM ASSEMBLIES IN AD1.1.1 DRAWING SERIES OF I.F.C. SET ARE STILL CURRENT. CONTRACTOR SHALL NOTIFY ARCHITECT OF DISCREPANCIES ENCOUNTERED. 6. REFER TO STRUCTURAL DRAWINGS FOR UPLIFT AND LOAD REQUIREMENTS. ROOF FINISH SCHEDULE NOTES: COMPOSITION SHINGLES COLOR SELECTION BY OWNERRF1 INTERLOCK STANDING SEAM METAL ROOF. COLOR SELECTION PER OWNERRF2 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING SYSTEMS. FULLY ADHERED - SINGLE PLYRF3 SCALE: 1 1/2" = 1'-0" UNIT FLOOR/ CEILING ASSEMBLY (1HR)F1 SCALE: 1 1/2" = 1'-0" ROOF/CEILING AT PITCHED ROOF (1 HR)R1 SCALE: 1 1/2" = 1'-0" ROOF/CEILING ASSEMBLY AT STAIRS (2 HR)R3 SCALE: 1 1/2" = 1'-0" CORRIDOR FLOOR/ CEILING ASSEMBLY (1HR)F2 SCALE: 1 1/2" = 1'-0" ROOF/CEILING AT LOW SLOPE (1 HR)R2 SCALE: 1 1/2" = 1'-0" FLOOR/CEILING ASSEMBLY AT BDA/ELEV. CTRL (2HR)F5 SCALE: 1 1/2" = 1'-0" ROOF/CEILING ASSEMBLY AT ELEVATOR (1 HR)R4 1 1 03/13/2026 OWNER REVISIONSA 01/26/2026 PERMIT REVISIONS 1. Flooring System —The flooring system shall consist of one of the following: System No. 1 Subflooring —Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier -(Optional) —Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring —Min 1 by 4 in. T & G lumber fastened diagonally to trusses, or min 15/32 in. thick wood structural panels, min grade "Underlayment" or "Single Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. System No. 2 Subflooring —Min 23/32 in. thick T & G wood structural panels installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Floor Mat Materials* -(Optional) —Floor mat material nom 5/64 in. (2 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1 in. of floor-topping mixture. HACKER INDUSTRIES INC —Type Hacker Sound-Mat Alternate Floor Mat Materials -(Optional) —Floor mat material nom 1/4 in. (6 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/4 in. (32 mm) of floor-topping mixture. HACKER INDUSTRIES INC —Type Hacker Sound-Mat II. Alternate Floor Mat Materials -(Optional)—Floor mat material nom 1/8 in. (3 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 3/4 in. (19 mm) HACKER INDUSTRIES INC —FIRM-FILL SCM 125 Alternate Floor Mat Materials -(Optional)—Floor mat material nom 1/4 in. (6 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. (25 mm) HACKER INDUSTRIES INC —Type FIRM-FILL SCM 250, Quiet Qurl 55/025 Alternate Floor Mat Materials -(Optional)—Floor mat material nom 3/8 in. (10 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/4 in. (32 mm) HACKER INDUSTRIES INC —FIRM-FILL SCM 400, Quiet Qurl 60/040 Alternate Floor Mat Materials -(Optional) —Floor mat material nom 3/4 in. (19 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. (38 mm) HACKER INDUSTRIES INC —Type FIRM-FILL SCM 750, Quiet Qurl 65/075 Metal Lath (Optional) —For use with 3/8 in. (10 mm) floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 lbs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 lbs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC —Firm-Fill Gypsum Concrete, Firm-Fill 2010, Firm-Fill 3310, Firm-Fill 4010, Firm-Fill High Strength, Gyp-Span Radiant System No. 3 Subflooring —Min 23/32 in. thick T & G wood structural panels installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Finish Floor -Mineral and Fiber Board* —Min 1/2 in. thick, supplied in sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft. All joints to be staggered a min of 12 in. with adjacent sub-floor joints. HOMASOTE CO —Type 440-32 Mineral and Fiber Board System No. 4 Subflooring —Min Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood or panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier -(Optional) —Nom 0.010 in. thick commerical asphalt saturated felt. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1800 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO —Types LRK, HSLRK, CSD LATICRETE SUPERCAP L L C —Types LRK, HSLRK USG MEXICO S A DE C V —Types LRK, HSLRK, CSD Floor Mat Materials* —(Optional) -Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. UNITED STATES GYPSUM CO —Types SAM, LEVELROCK® Brand Sound Reduction Board, LEVELROCK® Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials* -(Optional) —Nom 3/8 in. thick floor mat material loose laid over the subfloor. GRASSWORX L L C —Type SC50 System No. 5 Subflooring —Min 23/32 in. thick T & G wood structural panels installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier -(Optional) —Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring -Floor Topping Mixture* —Min 1-1/2 in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 300 lbs of sand with 5-1/2 gal of water. ELASTIZELL CORP OF AMERICA —Type FF System No. 6 Deleted. System No. 7 Subflooring —Min 23/32 in. thick T & G wood structural panels installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier -(Optional) —Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring -Floor Topping Mixture* —Min 1-1/2 in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1.2 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 300 lbs of sand with 5.5 gal of water. AERIX INDUSTRIES —Floor-Topping Mixture System No. 8 Subflooring —Min 23/32 in. thick T & G wood structural panels installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Mixture shall consist of 5 to 8 gal of water to 80 lbs of floor topping mixture to 2.1 cu ft of sand. ULTRA QUIET FLOORS —Types UQF-A, UQF-Super Blend, UQF-Plus 200 System No. 9 Subflooring —Min 23/32 in. thick T & G wood structural panels installed perpendicular to trusses with joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ring shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier -(Optional) —Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1500 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. MAXXON CORP —Type Maxxon Standard and Maxxon High Strength Floor Mat Materials* -(Optional) —Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. MAXXON CORP —Type Encapsulated Sound Mat. Floor Mat Reinforcement —(Optional) Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat reinforcement. Metal Lath -(Optional) 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Fiber Glass Reinforcement —(Optional) -0.015 in. thick PVC coated non-woven fiberglass mesh, 0.368 lbs./sq. yd loose laid over the floor mat material. System No. 10 Subflooring —Min 23/32 in. thick plywood with T & G edges along the 8 ft sides and exterior glue, or non-veneer APA Rated "Sturd-I-Floor" T & G panels per APA specifications PRP-108. Plywood or non- veneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier —(Optional) Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. FORMULATED MATERIALS LLC —Types FR-25, FR-30, and SiteMix Floor Mat Material* —(Optional) Floor mat material nominal 2 -9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 3/4 in. FORMULATED MATERIALS LLC —Types M1, M2, M3, Elite, Duo, R1, and R2 Design No. L563 December 6, 2023 Unrestrained Assembly Rating -1 Hr Finish Rating -25 Min (See Items 5 or 5A and 7), 20 Min. (See Items 6E and 7A) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used —See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. System No. 11 Subflooring —Min 23/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier —(Optional) -Commercial asphalt saturated felt, 0.030 in. thick. Vapor Barrier —(Optional) -Nom 0.010 in. thick commercial rosin-sized building paper. Finish Flooring* —Min 3/4 in. thickness of any Floor Topping Mixture bearing the UL Classification Marking as to Fire Resistance. See Floor-and Roof-Topping Mixtures (CCOX) category for names of Classified Companies. Refer to the manufacturer’s instructions accompanying the material and/or contact the manufacturer’s technical support for specific mix design and minimum thickness recommended for use with eligible floor mat(s). Floor Mat Materials* —(Optional) -Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 65/075, Quiet Qurl 65/075 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 1/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 52/013 and Quiet Qurl 52/013 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 1/4 in. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Quiet Qurl 55/025 MT and Quiet Qurl 55/025 N MT System No. 12 Subflooring —Min 23/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier —(Optional) -Commercial asphalt saturated felt, 0.030 in. thick. Vapor Barrier —(Optional) -Nom 0.010 in. thick commercial rosin-sized building paper. Finish Flooring —Min 3/4 in. thickness of lightweight insulating concrete with Perlite Aggregate* or Vermiculite Aggregate*, or gypsum concrete. See Perlite Aggregate (CFFX) and Vermiculite Aggregate (CJZZ) categories for names of manufacturers. Floor Mat Materials* —(Optional) -Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 65/075, Quiet Qurl 65/075 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 1/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 52/013 and Quiet Qurl 52/013 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 1/4 in. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Quiet Qurl 55/025 MT and Quiet Qurl 55/025 N MT System No. 13 Subflooring —Min 23/32 in. thick plywood with T & G edges along the 8 ft sides and exterior glue, or nonveneer APA Rated "Sturd-I-Floor" T & G panels per APA specifications PRP-108. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier —(Optional) —Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. ARCOSA SPECIALTY MATERIALS —AccuCrete® Types NexGen, Green, Prime and PrePour, AccuRadiant®, AccuLevel® Types G40, G50 and SD30 Floor Mat Material* —(Optional) —Floor mat material nominal 2 -9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 3/4 in. ARCOSA SPECIALTY MATERIALS —AccuQuiet® Types D13, D-18, D25, DX38, EM.125, EM.125S, EM.250, EM.250S, EM.375, EM.375S, EM.750, and EM.750S. System No. 14 Subflooring —Min 23/32 in. thick plywood with T & G edges along the 8 ft sides and exterior glue, or nonveneer APA Rated "Sturd-I-Floor" T & G panels per APA specifications PRP-108. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier —(Optional) —Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. DEPENDABLE LLC —GSL M3.4, GSL K2.6, GSL-CSD and GSL RH. Floor Mat Materials* —(Optional) -Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 65/075, Quiet Qurl 65/075 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 1/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC —Type Quiet Qurl 52/013 and Quiet Qurl 52/013 N Alternate Floor Mat Materials* —(Optional) -Floor mat material Nom. 1/4 in. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Quiet Qurl 55/025 MT and Quiet Qurl 55/025 N MT System No. 15 Subflooring —Min 15/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered. Plywood or non-veneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Wall and Partition Facings and Accessories* -Sound Barrier (Optional) —Acoustic Sleeper pads stapled to the top of the subfloor, the bottom of the finish floor, or to 5/16 in. thick by 1-1/2 in. wide wood strips and centered over wood trusses. Acoustic Sleeper pads are to be spaced appropriately so that the finish floor panels are fastened through Acoustic Sleeper pads to trusses. STC ARCHITECTURAL PRODUCTS L L C DBA STC SOUND CONTROL —Acoustic Sleeper Finish Floor —Min 15/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered. Butt joints of panels have the option of being sealed with any UL Classified caulk or sealant found under -Fill, Void or Cavity Materials* (XHHW). System No. 16 Subflooring —Building Units* —Nom 3/4 in. thick, tongue and grooved boards. Long dimension of boards to be perpendicular to trusses with end joints staggered a min of 4 ft. and centered over the trusses. Boards secured to trusses with 2 in. long self-drilling, self-tapping screws or 2 in. x 0.113 in. Ring Shank nails spaced a max of 12 in. OC in the field with screws/nails located 1 in. from long edge, and max 8 in. OC along the end joints with screws/nails located 1/2 in. from end joint. ECTEK INTERNATIONAL INC —Type MegaBoard Vapor Barrier -(Optional) —Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring —Min 1 by 4 in. T & G lumber fastened diagonally to trusses, or min 15/32 in. thick wood structural panels, min grade "Underlayment" or "Single Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. System No. 17 Structural Cement-Fiber Units* —For use with UNITED STATES GYPSUM CO Types C, IP-X2, IPC-AR and ULIX gypsum boards only. Nom 3/4 in. thick, with long edges tongue and grooved. Long dimension of panels to be perpendicular to wood trusses with end joints staggered a min of 2 ft and centered over the trusses. Panels secured to wood trusses with 1-5/8 in. long, No. 8, self-countersinking wood screw spaced a max of 12 in. OC in the field with a screw located 1 in. and 2 in. from each edge, and 8 in. OC on the perimeter with a screw located 2 in. from each edge, located 1/2 in. from the end edges of the panel. UNITED STATES GYPSUM CO —Types STRUCTO-CRETE, USGSP System No. 18 Subflooring —Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Finish Flooring -Floor Topping Mixture* —Min 1 in. thickness of floor topping mixture having a min compressive strength of 4500 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. SIKA DEUTSCHLAND GMBH —Type SCHONOX AP Rapid Plus System No. 19 Subflooring —Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier —(Optional) -Commercial asphalt saturated felt, 0.030 in. thick. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of any Floor Topping Mixture bearing the UL Classification Marking as to Fire Resistance. See Floor-and Roof-Topping Mixtures (CCOX) category for names of Classified Companies. Refer to the manufacturer’s instructions accompanying the material and/or contact the manufacturer’s technical support for specific mix design and minimum thickness recommended for use with eligible floor mat(s). Floor Mat Materials* —(Optional, Not Shown) -Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. LOW & BONAR INC —EnkaSonic® by Colbond a member of the Low & Bonar group Types 125, 250, 250 Plus, 400, 400 Plus, 750 and 750 Plus. Floor Mat Reinforcement —(Optional) -Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat reinforcement. Metal Lath —(Optional) —Expanded steel diamond mesh, 2.5 lb / sq yd loose laid over floor mat material. Fiberglass Mesh Reinforcement —(Optional) —Coated non-woven glass fiber mesh grid loose laid over floor mat material. System No. 20 Subflooring —Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. TetraGRIP™ nails measuring 2-3/8 in. long, 0.113 in. diameter, 0.272 in. round head, and helically threaded shank with barbed features on the helix meeting ASTM F1667 and having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier —(Optional) —Nom 0.030 in. thick commercial asphalt saturated felt. Floor Mat Materials* —(Optional) —Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. GRASSWORX L L C —SC Types Finish Flooring* —Min 3/4 in. thickness of any Floor Topping Mixture bearing the UL Classification Marking as to Fire Resistance. See Floor-and Roof-Topping Mixtures (CCOX) category for names of Classified Companies. Refer to the manufacturer’s instructions accompanying the material and/or contact the manufacturer’s technical support for specific mix design and minimum thickness recommended for use with eligible floor mat(s). Floor Mat Reinforcement —(Optional) -Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat reinforcement. Metal Lath —(Optional) —Expanded steel diamond mesh, 2.5 lb / sq yd loose laid over floor mat material. Fiberglass Mesh Reinforcement —(Optional) —Coated non-woven glass fiber mesh grid loose laid over floor mat material. 2. Trusses —Parallel chord trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Min truss depth is 12 in. when Ceiling Dampers* are not used. Min truss depth is 18 in. when Ceiling Damper* is used. Truss members secured together with min 0.036 0356 in. thick galvanized steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type plate. Each tool has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approx. 7/8 in. centers with four rows of teeth per inch of plate width. 3. Air Duct* (Optional) —Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 4. Ceiling Damper* (Optional). To be used with Air Duct Item 3. —For use with min 18 in. deep trusses Max plenum box size nom 19 in. long by 19 in. wide and 11-7/8 in. high fabricated from galv steel. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturer's installation instructions provided with the damper. AIRE TECHNOLOGIES INC —Models: CRD model 50 w/Boot, CRD model 50EA w/Boot, CRD model 55 w/Boot, CRD model 55 EA w/Boot. LLOYD INDUSTRIES INC —Model CRD 50-BT, CRD 50-EA-BT, CRD 55-BT, CRD 55 EA-BT UNITED ENERTECH CORP —Model C-S/R-WT-L, C-S/R-EA-L, C-S/R-BT, C-S/R-EA-BL 4A. Alternate Ceiling Damper* —For use with min 18 in. deep trusses Max plenum box size nom 13 in. long by 13 in. wide and 11-7/8 in. high fabricated from galv steel. Aggregate damper openings shall not exceed 50 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturer's installation instructions provided with the damper. LLOYD INDUSTRIES INC —Model CRD 50-BT-6, CRD 50-EA-BT-6, CRD 55-BT-6, CRD 55 EA-BT-6, CRD50-w X-BT-6 4B. Alternate Ceiling Damper* —For use with min 18 in. deep trusses Max size ceiling outlet in plenum box nom 12 in. long by 12 in. wide. Plenum box fabricated from galv steel. Aggregate damper openings shall not exceed 72 sq in. per 100 sq ft of ceiling area. Installed in accordance with the manufacturer's installation instructions provided with the damper. AIRE TECHNOLOGIES INC —Models: CRD model 50 w/Boot, CRD model 50EA w/Boot, CRD model 55 w/Boot, CRD model 55 EA w/Boot. LLOYD INDUSTRIES INC —Model CRD 50-95BT, CRD 50-EA-95BT, CRD 55-95BT, CRD 55 EA-95BT 4C. Alternate Ceiling Damper* —For use with min 18 in. deep trusses. Max size ceiling outlet in plenum box nom 16 in. long by 16 in. wide. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturer's installation instructions provided with the damper. CROWN PRODUCTS CO INC —Models CRD50-FGPB-4.2-CP, -6.0-CP; CRD50-FGPB-4.2-EA-CP, -6.0-EA-CP. LLOYD INDUSTRIES INC —Models CRD 50-FGPB-4.2, -4.2 NI, -6.0, -6.0 NI; CRD50-EA-FGPB-4.2, -4.2 NI, -6.0, -6.0 NI. 4D. Alternate Ceiling Damper* —For use with min 18 in. deep trusses Max plenum box size nom 15 in. long by 15 in. wide and 11-7/8 in. high fabricated from galv steel. Aggregate damper openings shall not exceed 72 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturer's installation instructions provided with the damper. LLOYD INDUSTRIES INC —Models 45-CRD-LT-BT and 45-CRD-LTD-BT 4E. Alternate Ceiling Damper* —For use with min 18 in. deep trusses Max size ceiling outlet in plenum box nom 10 in. long by 10 in. wide. Plenum box fabricated from galv steel. Aggregate damper openings shall not exceed 50 sq in. per 100 sq ft of ceiling area. Installed in accordance with the manufacturer's installation instructions provided with the damper. LLOYD INDUSTRIES INC —Model 45-LTD-95-BT-4 4F. Alternate Ceiling Damper* —For use with min 18 in. deep trusses Max plenum box size nom 19 in. long by 15 in. wide and 11-7/8 in. high fabricated from galv steel. Aggregate damper openings shall not exceed 96 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturer's installation instructions provided with the damper. LLOYD INDUSTRIES INC —Model CRD50-w X-BT 4G. Alternate Ceiling Damper* —For use with min. 18 in. deep trusses. Max. nom area shall be 349 sq in. Max. overall length and width shall not exceed 18-11/16 in. by 18-11/16 in. with max. 16 in. by 16 in. register opening. Aggregate damper openings shall not exceed 175 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturer's installation instructions provided with the damper. An aluminum or steel grille (Item 9) shall be installed in accordance with installation instructions. MIAMI TECH INC —Model Series RxCRD, RxCRDS or RxCRPD 4H. Alternate Ceiling Damper* —For use with min 18 in. deep trusses Max plenum box size nom 19 in. long by 19 in. wide and 11-7/8 in. high fabricated from galv steel. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturer's installation instructions provided with the damper. METAL-FAB INC —Models MSCD-HC and MRCD-HC 4I. Alternate Ceiling Damper* —For use with min 18 in. deep trusses Max plenum box size nom 14 in. long by 16 in. wide and 15 in. high fabricated from galv steel. Aggregate damper openings shall not exceed 112 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturer's installation instructions provided with the damper. METAL-FAB INC —Model MCCD 4AJ. Alternate Ceiling Damper* —(Optional. To be used with Air Duct Item 3.) —For use with min. 18 in. deep trusses. Max 7-11/32 in. long by 7-11/16 in. wide fabricated from galvanized steel. Aggregate area of the register opening(s) through the ceiling membrane shall not exceed 28.5 sq in. per 100 sq ft of ceiling area. Damper assembly installed in accordance with the manufacturer’s installation instructions. AIRE TECHNOLOGIES INC —Models ITG-CRD2. 4AK. Alternate Ceiling Damper* —(Optional. To be used with Air Duct Item 3.) —For use with min. 18 in. deep trusses. Max 9-11/16 in long by 9-1/16 in. wide fabricated from galvanized steel. Aggregate area of the register opening(s) through the ceiling membrane shall not exceed 44.5 sq in. per 100 sq ft of ceiling area. Damper assembly installed in accordance with the manufacturer’s installation instructions. AIRE TECHNOLOGIES INC —Models SIG-CRD2 4AL. Alternate Ceiling Damper* —(Optional. To be used with Air Duct Item 3.) —For use with min. 18 in. deep trusses. Max 10-13/32 in. long by 10-22/32 in. wide fabricated from galvanized steel. Aggregate area of the register opening(s) through the ceiling membrane shall not exceed 56 sq in. per 100 sq ft of ceiling area. Damper assembly installed in accordance with the manufacturer’s installation instructions. AIRE TECHNOLOGIES INC —Models SMT-CRD2 4AM. Alternate Ceiling Damper* —(Optional. To be used with Air Duct Item 3.) —For use with min. 18 in. deep trusses. Max 8-13/16 in. wide and 8-1/2 in. long fabricated from galvanized steel. Aggregate area of the register opening(s) through the ceiling membrane shall not exceed 37.5 sq in. per 100 sq ft of ceiling area. Damper assembly installed in accordance with the manufacturer’s installation instructions. AIRE TECHNOLOGIES INC —Models GBR-CRD2 5. Batts and Blankets* —(Optional) -Glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. When no insulation is installed in the concealed space resilient channels (Item 6) are spaced 24 in. OC. When the resilient channels (Item 6) are spaced 16 in. OC, the insulation shall be a max of 3-1/2 in. thick, and shall be secured against the subflooring with staples at 12 in. OC or held suspended in the concealed space with 0.090 in. diam galv steel wires attached to the wood trusses at 12 in. OC. When the resilient channels are spaced a max of 12 in. OC or when the Steel Framing Members (Item 6A) are used, there is no limit in the overall thickness of insulation, and the insulation can be secured against the subflooring, held suspended in the concealed space or draped over the resilient channels (or Steel Framing Members) and gypsum panel membrane. The finished rating has only been determined when the insulation is secured to the subflooring. 5A. Loose Fill Material* —(Optional) -As an alternate to Item 5, when the resilient channels (Item 6) are spaced a max of 12 in. OC, or when the Steel Framing Members (Item 6A) are used -Any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics. There is no limit in the overall thickness of insulation. The finished rating when loose fill material is used has not been determined 5B. Cavity Insulation -Batts and Blankets* or Loose Fill Material* -(Not Shown) —(As described above in Items 5 and 5A) —For Use with Item 7A —Min. 3-1/2 in thick with no limit on maximum thickness fitted in the concealed space, draped over the resilient channel (Item 6E)/gypsum board (Item 7A) ceiling membrane. 6. Resilient Channels —Formed from min 25 MSG galv steel installed perpendicular to the trusses. When insulation (Item 5) is secured to the underside of the subfloor, the resilient channels are spaced 16 in. OC. When insulation (Items 5 or 5A) is applied over the resilient channel/gypsum panel ceiling membrane, the resilient channels are spaced 12 in. OC. Channels secured to each truss with 1-1/4 in. long Type S bugle head steel screws. Channels overlapped 4 in. at splices. Two channels, spaced 6 in. OC, oriented opposite each gypsum panel end joint as shown in the above illustration. Additional channels shall extend min 6 in. beyond each side edge of panel. 6A. Alternate Steel Framing Members —(Not Shown) -As an alternate to Items 6, main runners, cross tees, cross channels and wall angle as listed below: A. Main Runners —Nom 10 or 12 ft long, 15/16 in. or 1-1/2 in. wide face, spaced 4 ft. OC. Main runners suspended by min 12 SWG galv steel hanger wires spaced 48 in. OC. Hanger wires to be located adjacent to main runner/cross tee intersections. Hanger wires wrapped and twist-tied on 16d nails driven in to side of trusses at least 5 in. above the bottom face. B. Cross Tees —Nom 4 ft long, 1-1/2 in. wide face, installed perpendicular to the main runners, spaced 16 in. OC. Additional cross tees or cross channels used at 8 in. from each side of butted gypsum panel end joints. The cross tees or cross channels may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. C. Cross Channels —Nom 4 or 12 ft long, installed perpendicular to main runners, spaced 16 in. OC. D. Wall Angle or Channel —Painted or galv steel angle with 1 in. legs or channel with 1 in. legs, 1-9/16 in. deep attached to walls at perimeter of ceiling with fasteners 16 in. OC. To support steel framing member ends and for screw-attachment of the gypsum panel. CGC INC —Type DGL or RX. USG INTERIORS LLC —Type DGL or RX. 6B. Steel Framing Members* —(Not Shown) —As an alternate to Items 6 and 6A. a. Furring Channels —Formed of No. 25 MSG galv steel, 2-3/8 in. wide by 7/8 in. deep, spaced 16 in. OC perpendicular to wood structural members. When insulation, Items 5 or 5A is applied over the furring channel/gypsum panel ceiling membrane, the furring channel spacing shall be reduced to 12 in. OC. Channels secured to trusses as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire near each end of overlap. b. Steel Framing Members* —Used to attach furring channels (Item a) to trusses (Item 2). Clips spaced 48 in. OC, and secured to the bottom chord of alternating trusses with one No. 8 x 2-1/2 in. coarse drywall screw through center grommet. When insulation, Items 5 or 5A is applied over the furring channel/gypsum panel ceiling membrane, the clip spacing shall be reduced to 24 in. OC and secured to consecutive trusses. Furring channels are friction fitted into clips. Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel.Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 7. PLITEQ INC —Type Genie Clip 6C. Steel Framing Members* —(Not Shown) -As an alternate to Items 6, 6A ,and 6B. a. Furring Channels —Formed of No. 25 MSG galv steel, 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 16 in. OC perpendicular to wood structural members. When insulation, Items 5 or 5A is applied over the furring channel/gypsum panel ceiling membrane, the furring channel spacing shall be reduced to 12 in. OC. Channels secured to trusses as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galv steel wire near each end of overlap. b. Steel Framing Members* —Used to attach furring channels (Item a) to trusses (Item 2). Clips spaced 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to alternating trusses with No. 8 x 2-1/2 in. course drywall screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clips for use with 2-23/32 in. wide furring channels. Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 7. PAC INTERNATIONAL L L C —Types RSIC-1, RSIC-1 (2.75). 6D. Alternate Steel Framing Members* —(Not Shown) As an alternate to items 6 to 6C, furring channels and Steel Framing Members as described below. a. Furring Channels —Formed of No. 25 MSG galv steel, 2-5/8 in. wide by 7/8 in deep, spaced 16 in OC, perpendicular to wood structural members. When insulation, Items 5 or 5A is applied over the furring channel/gypsum panel ceiling membrane, the furring channel spacing shall be reduced to 12 in. OC. Channels secured to trusses as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galv steel wire near each end of overlap. b. Steel Framing Members* —Used to attach furring channels (Item a) to the trusses (Item 2). Clips spaced at 48" OC and secured to the bottom of the trusses with one 2 in. Coarse Drywall Screw with 1 in. diam washer through the center hole. Furring channels are then friction fitted into clips. Ends of channels are overlapped 6"and tied together with double strand of No. 18 AWG galvanized steel wire.Additional clips are required to hold the Gypsum Butt joints as described in item 7. STUDCO BUILDING SYSTEMS —RESILMOUNT Sound Isolation Clips -Type A237R 6E. Resilient Channels -(Not Shown) —For Use With Item 7A -Formed from min 25 MSG galv steel installed perpendicular to trusses and spaced 16 in. OC. Channels secured to each truss with 1-5/8 in. long Type S bugle head steel screws. Channels overlapped 4 in. at splices. Two channels, spaced 6 in. OC, oriented opposite each gypsum panel end joint. Additional channels shall extend min 6 in. beyond each side edge of panel. Insulation, Item 5B is applied over the resilient channel/gypsum panel (Item 7A) ceiling membrane. 6F. Alternate Steel Framing Members* —(Not Shown) As an alternate to items 6 to 6E, furring channels and Steel Framing Members as described below. a. Furring Channels —Formed of No. 25 MSG galv steel, 2-1/2 in. wide by 7/8 in deep, spaced 16 in OC, perpendicular to wood structural members. When insulation, Items 5 or 5A is applied over the furring channel/gypsum panel ceiling membrane, the furring channel spacing shall be reduced to 12 in. OC. Channels secured to trusses as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galv steel wire near each end of overlap. b. Steel Framing Members* —Used to attach furring channels (Item a) to the trusses (Item 2). Clips spaced at 48" OC and secured to the bottom of the trusses with one 2-1/2 in. Coarse Drywall Screw with 1 in. diam washer through the center hole. Furring channels are then friction fitted into clips. Ends of channels are overlapped 6" and tied together with double strand of No. 18 AWG galvanized steel wire. Additional clips are required to hold the Gypsum Butt joints as described in item 7. REGUPOL AMERICA —Type SonusClip 6G. Steel Framing Members* ——(Optional, Not Shown) —As an alternate to Item 6. a. Furring Channels —Formed of No. 25 MSG galv steel, nominal 2-1/2 in. wide by 7/8 in. deep, spaced as indicated in Item 6, perpendicular to the trusses. Channels secured to Cold Rolled Channels at every intersection with a 3/4 in. TEK screw through each furring channel leg. Ends of adjoining channels overlapped 12 in. and fastened together with two double strand No. 18 SWG galv steel wire ties, one at each end of overlap, or with two 3/4 in. TEK screws in each leg of the overlap section. Two furring channels used at end joints of gypsum board (Item 7), each extending a min of 6 in. beyond both side edges of the board. b. Cold Rolled Channels —1-1/2 in. by 1/2 in., formed from No. 16 ga. galv steel, positioned vertically and parallel to trusses, friction-fitted into the channel caddy on the Steel Framing Members (Item 6Gd) and secured with two 3/4 in. TEK screws. Adjoining lengths of cold rolled channels lapped min. 12 in. and secured along bottom legs with four 3/4 in. TEK screws and wire-tied together with two double strand 18 SWG galv steel wire ties, one at each end of overlap. c. Blocking —Where truss design does not permit direct, full contact of the hanger bracket, a piece of nominal 2 by 4 in. lumber (blocking), min. 12 in. long to permit full contact of the hanger bracket, to be secured vertically to the side of the trusses at the top and bottom of the blocking at each Steel Framing Member (Item 6Gd) location with 16d nails or minimum 2-1/2 in. screws. d. Steel Framing Members* —Spaced 48 in. OC. max along truss, and secured to the truss on alternating trusses with two, #10 x 1-1/2 in. screws through mounting holes on the hanger bracket. PAC INTERNATIONAL L L C —Type RSIC-SI-CRC EZ Clip 6H. Steel Framing Members* —(Not Shown) —As an alternate to Item 6. a. Furring Channels —Formed of No. 25 MSG galv steel, nominal 2-1/2 in. wide by 7/8 in. deep, spaced as indicated in Item 6, perpendicular to trusses and friction fit into Steel Framing Members (Item 6Hc). Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap or with two TEK screws along each leg of the 6 in. overlap. Two furring channels used at end joints of gypsum board (Item 7). Butt joint channels held in place by strong back channels placed upside down, on top of, and running perpendicular to primary furring channels, extending 6 in. longer than length of gypsum side joint. Strong back channels spaced maximum 48 in. OC. Strong back channels secured to every intersection of primary furring channels with four 7/16 in. pan head screws, two along each of the legs at intersections. Butt joint channels run perpendicular to strong back channels and shall be minimum 6 in. longer than length of joint, secured to strong back channels with 7/16 in. pan head screws, two along each of the legs at intersection with strong back channels. b. Blocking —Where truss design does not permit direct, full contact of the hanger bracket, a piece of nominal 2 by 4 in. lumber (blocking), min. 12 in. long to permit full contact of the hanger bracket, to be secured vertically to the side of the trusses at the top and bottom of the blocking at each Steel Framing Member (Item 6Hc) location with 16d nails or minimum 2-1/2 in. screws. c. Steel Framing Members* —Used to attach furring channels (Item 6Ha) to trusses. Clips spaced 48 in. OC and secured along truss webs at each furring channel intersection with min. 3/4 in. long self- drilling #10 x 1-1/2 in. screws through each of the provided hole locations. Furring channels are friction fitted into clips. PAC INTERNATIONAL L L C —Type RSIC-S1-1 Ultra 6I. Steel Framing Members* —(Optional -Not Shown) —Used to attach resilient channels (Item 6) to trusses (Item 2). Clips spaced 48 in. OC and secured to trusses with one No. 8 x 2-1/2 in. coarse drywall screw through center grommet hole. Channels secured to clips with one #10 x 1/2 in. pan-head self-drilling screw. Ends of adjoining channels overlapped 6 in. and secured together with two #8 15 x 1/2 in. Philips Modified screws spaced 2-1/2 in. from the center of the overlap. Gypsum board butt joints require additional resilient channels spaced 1-1/2 in. from the butt joint on either side. One edge of the extra channels will extend to an adjacent truss where it is secured with a clip. KEENE BUILDING PRODUCTS CO INC —Type RC+ Assurance Clip 6J. Steel Framing Members* —(Optional, Not Shown) —Used as an alternate method to attach resilient channelsto structural members. A resilient sound isolation accessory shall be used at each attachment point of the resilient channels and spaced max 24 in. O.C. Channel ends butted and centered under the structural members and attached with one accessory at each end. Additional accessories used to hold resilient channels that support the gypsum board end joints. The accessory envelops the mounting edge of the resilient channel. The accessory and resilient channel are fastened to the structural members with the screws supplied with the accessory and per the accessory manufacturer's installation instructions. Gypsum Board butt joints staggered minimum 24 in. OC and Gypsum Board screws spaced 8 in. OC when used. PAC INTERNATIONAL L L C —Type RC-1 Boost 6K. Resilient Channels —For use with American Gypsum Co. Type AG-C gypsum board only. Resilient channels, formed of 25 MSG thick galv steel, spaced 16 in. OC perpendicular to trusses. When insulation (Items 5, 5A, 5B) is applied over the resilient channel/gypsum board ceiling membrane, the spacing may remain at 16 in. OC. Channels secured to each truss with 1-1/4 in. long Type S bugle head steel screws. Channels overlapped 4 in. at splices. Two channels, spaced 6 in OC, oriented opposite each gypsum board end joint as shown in the above illustration. Additional channels shall extend 6 in beyond each side edge of board. 6L. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 6) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. 2-23/32 in. wide by 7/8 in. When there is no insulation installed in the concealed space the furring channels are spaced 24 in.OC max perpendicular to trusses. When insulation (Item 5) is secured to the underside of the subfloor the furring channels are spaced 16 in. OC max. When insulation (Item 5) is applied over the furring channel/gypsum panel ceiling membrane, the furring channels are spaced 12 in. OC max. Channels secured to trusses as described in Item 6Lb. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the wallboard butt joints, as described in Item 7. b. Steel Framing Members* —Used to attach furring channels (Item 6La) to trusses (Item 2). Clips spaced 48 in. OC max with No. 8 x 2-1/2 in. course drywall screw through the center grommet. Furring channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS —Type ClarkDietrich Sound Clips 6M. Steel Framing Members* —(Optional, Not Shown) —Used as an alternate method to attach resilient channels (Items 6 and 6E) to structural members. A resilient sound isolation accessory shall be used at each attachment point of the resilient channels and spaced 16 in. O.C. Channel ends butted and centered under the structural members and attached with one accessory at each end. Additional accessories used to hold resilient channels that support the gypsum board end joints. The accessory envelops the mounting edge of the resilient channel. The accessory and resilient channel are fastened to the structural members with the 2in screws supplied with the accessory and per the accessory manufacturer's installation instructions. Gypsum Board butt joints staggered minimum 24 in. OC and Gypsum Board screws spaced 8 in. OC when used. PAC INTERNATIONAL L L C —Type RC-1 Boost 6N. Steel Framing Members* —(Not Shown) -As an alternate to Item 6E. a. Furring Channels —Formed of No. 25 MSG galv steel, 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 16 in. OC perpendicular to wood structural members. When insulation, Items 5 or 5A is applied over the furring channel/gypsum panel ceiling membrane, the furring channel spacing shall be reduced to 12 in. OC. Channels secured to trusses as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galv steel wire near each end of overlap. b. Steel Framing Members* —Used to attach furring channels (Item a) to trusses (Item 2). Clips spaced 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to alternating trusses with No. 8 x 2-1/2 in. course drywall screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clips for use with 2-23/32 in. wide furring channels. Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 7. PAC INTERNATIONAL L L C —Types RSIC-1, RSIC-1 (2.75), RSIC-SI-X. 6O. Steel Framing Members* ——(Optional, Not Shown) —As an alternate to Item 6E. a. Furring Channels —Formed of No. 25 MSG galv steel, nominal 2-1/2 in. wide by 7/8 in. deep, spaced as indicated in Item 6, perpendicular to the trusses. Channels secured to Cold Rolled Channels at every intersection with a 3/4 in. TEK screw through each furring channel leg. Ends of adjoining channels overlapped 12 in. and fastened together with two double strand No. 18 SWG galv steel wire ties, one at each end of overlap, or with two 3/4 in. TEK screws in each leg of the overlap section. Two furring channels used at end joints of gypsum board (Item 7), each extending a min of 6 in. beyond both side edges of the board. b. Cold Rolled Channels —1-1/2 in. by 1/2 in., formed from No. 16 ga. galv steel, positioned vertically and parallel to trusses, friction-fitted into the channel caddy on the Steel Framing Members (Item 6Gd) and secured with two 3/4 in. TEK screws. Adjoining lengths of cold rolled channels lapped min. 12 in. and secured along bottom legs with four 3/4 in. TEK screws and wire-tied together with two double strand 18 SWG galv steel wire ties, one at each end of overlap. c. Blocking —Where truss design does not permit direct, full contact of the hanger bracket, a piece of nominal 2 by 4 in. lumber (blocking), min. 12 in. long to permit full contact of the hanger bracket, to be secured vertically to the side of the trusses at the top and bottom of the blocking at each Steel Framing Member (Item 6Gd) location with 16d nails or minimum 2-1/2 in. screws. d. Steel Framing Members* —Spaced 48 in. OC. max along truss, and secured to the truss on alternating trusses with two, #10 x 2 in. screws through mounting holes on the hanger bracket. PAC INTERNATIONAL L L C —Type RSIC-SI-CRC EZ Clip 6P. Steel Framing Members* —(Not Shown) —As an alternate to Item 6E. a. Furring Channels —Formed of No. 25 MSG galv steel, nominal 2-1/2 in. wide by 7/8 in. deep, spaced as indicated in Item 6, perpendicular to trusses and friction fit into Steel Framing Members (Item 6Hc). Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap or with two TEK screws along each leg of the 6 in. overlap. Two furring channels used at end joints of gypsum board (Item 7). Butt joint channels held in place by strong back channels placed upside down, on top of, and running perpendicular to primary furring channels, extending 6 in. longer than length of gypsum side joint. Strong back channels spaced maximum 48 in. OC. Strong back channels secured to every intersection of primary furring channels with four 7/16 in. pan head screws, two along each of the legs at intersections. Butt joint channels run perpendicular to strong back channels and shall be minimum 6 in. longer than length of joint, secured to strong back channels with 7/16 in. pan head screws, two along each of the legs at intersection with strong back channels. b. Blocking —Where truss design does not permit direct, full contact of the hanger bracket, a piece of nominal 2 by 4 in. lumber (blocking), min. 12 in. long to permit full contact of the hanger bracket, to be secured vertically to the side of the trusses at the top and bottom of the blocking at each Steel Framing Member (Item 6Hc) location with 16d nails or minimum 2-1/2 in. screws. c. Steel Framing Members* —Used to attach furring channels (Item 6Ha) to trusses. Clips spaced 48 in. OC and secured along truss webs at each furring channel intersection with min. 3/4 in. long self- drilling #10 x 2 in. screws through each of the provided hole locations. Furring channels are friction fitted into clips. PAC INTERNATIONAL L L C —Type RSIC-S1-1 Ultra 7A. Gypsum Board* -(Not Shown) —For use with Items 5B and 6E. Nom 5/8 in. thick, 48 in. wide gypsum panels installed with long dimension perpendicular to resilient channels. Gypsum panels secured with 1 in. long Type S bugle head steel screws spaced 8 in. OC and located a min of 1/2 in. from side joints and 3 in. from the end joints. Finish Rating with this ceiling system is 20 min. CGC INC —Type ULIX UNITED STATES GYPSUM CO —Type ULIX 8. Finishing System -(Not Shown) —Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. 9. Grille —Aluminum or Steel grille, installed in accordance with the installation instructions provided with the ceiling damper. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2023-12-07 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:39:50 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.1.2 UL DESIGN NO. L563 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026NOT TO SCALE UL DESIGN NO. L563F2 F1 A 01/26/2026 PERMIT REVISIONS 1. Flooring System --The flooring system shall consist of one of the following: System No. 1 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1800 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO —Types LRK, HSLRK, CSD USG MEXICO S A DE C V —Types LRK, HSLRK, CSD Floor Mat Materials* —(Optional) -Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. UNITED STATES GYPSUM CO —Types SAM, LEVELROCK® Brand Sound Reduction Board, LEVELROCK® Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials* -(Optional) —Nom 3/8 in. thick floor mat material loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topping Mixture. GRASSWORX L L C —Type SC50 System No. 2 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1500 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. MAXXON CORP —Type Maxxon Standard and Maxxon High Strength Floor Mat Materials* —(Optional) —Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. MAXXON CORP —Type Encapsulated Sound Mat. Floor Mat Reinforcement —(Optional) Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat reinforcement. Metal Lath —(Optional) -3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Fiber Glass Reinforcement —(Optional) -0.015 in. thick PVC coated non-woven fiberglass mesh, 0.368 lbs./sq. yd loose laid over the floor mat material. System No. 3 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Floor Mat Materials* —(Optional) —Floor mat material nom 5/64 in. (2mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/4 in. of floor-topping mixture. HACKER INDUSTRIES INC —Type Hacker Sound-Mat Alternate Floor Mat Materials —(Optional) —Floor mat material nom 1/4 in. (6mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/4 in. (32mm) of floor-topping mixture. HACKER INDUSTRIES INC —Type Hacker Sound-Mat II Alternate Floor Mat Materials —(Optional) —Floor mat material nom 1/8 in. (3mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. (25mm) HACKER INDUSTRIES INC —FIRM-FILL SCM 125 Alternate Floor Mat Materials —(Optional) —Floor mat material nom 1/4 in. (6mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. (25mm) HACKER INDUSTRIES INC —Type FIRM-FILL SCM 250, Quiet Qurl 55/025 Alternate Floor Mat Materials —(Optional) —Floor mat material nom 3/8 in. (10mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/4 in. (32mm) HACKER INDUSTRIES INC —FIRM-FILL SCM 400, Quiet Qurl 60/040 Alternate Floor Mat Materials —(Optional) —Floor mat material nom 3/4 in. (19mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. (38mm) HACKER INDUSTRIES INC —Type FIRM-FILL SCM 750, Quiet Qurl 65/075 Metal Lath (Optional) —For use with 3/8 in. (10 mm) floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 lbs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Finish Flooring -Floor Topping Mixture* —Min 1 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 lbs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC —Firm-Fill Gypsum Concrete, Firm-Fill 2010, Firm-Fill 3310, Firm-Fill 4010, Firm-Fill High Strength, Gyp-Span Radiant System No. 4 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Finish Flooring -Floor Topping Mixture* —Min 1-1/2 in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 300 lbs of sand with 5-1/2 gal of water. ELASTIZELL CORP OF AMERICA —Type FF System No. 5 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. ARCOSA SPECIALTY MATERIALS —AccuCrete® Types NexGen, Green, Prime and PrePour, AccuRadiant®, AccuLevel® Types G40, G50 and SD30 Alternate Floor Mat Material* —(Optional) —Floor mat material nominal 2 -9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 3/4 in. ARCOSA SPECIALTY MATERIALS —AccuQuiet® Types D13, D-18, D25, DX38, EM.125, EM.125S, EM.250, EM.250S, EM.375, EM.375S, EM.750, and EM.750S System No. L556 April 04, 2023 Unrestrained Assembly Rating -2 Hr Finish Rating -2 Hr This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used —See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. System No. 6 Subflooring —Min 23/32 in. thick wood structural panels, min grade Underlayment or Single-Floor. Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Finish Flooring —Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. FORMULATED MATERIALS LLC —Types FR-25, FR-30, and SiteMix Alternate Floor Mat Material* —(Optional) Floor mat material nominal 2 -9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 3/4 in. System No. 7 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Finish Floor —Mineral and Fiber Board* —Min 1/2 in. thick, supplied in sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft. All joints to be staggered a min of 12 in. with adjacent sub-floor joints. HOMASOTE CO —Type 440-32 Mineral and Fiber Board System No. 8 Subflooring —Building Units* —Nom 3/4 in. thick, tongue and grooved boards. Long dimension of boards to be perpendicular to trusses with end joints staggered a min of 4 ft. and centered over the trusses. Boards secured to trusses with 2 in. long self-drilling, self-tapping screws or 2 in. x 0.113 in. Ring Shank nails spaced a max of 12 in. OC in the field with screws/nails located 1 in. from long edge, and max 8 in. OC along the end joints with screws/nails located 1/2 in. from end joint. ECTEK INTERNATIONAL INC —Type MegaBoard Finish Flooring —Any finished flooring outlined in the Systems in this design. System No. 9 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Vapor Barrier —(Optional) —Commercial asphalt saturated felt, 0.030 in. thick. Vapor Barrier —(Optional) —Nom 0.010 in. thick commercial rosin-sized building paper. Finish Flooring*—Min 3/4 in. thickness of any Floor Topping Mixture bearing the UL Classification Marking as to Fire Resistance. See Floor- and Roof-Topping Mixtures (CCOX) category for names of Classified Companies. Refer to the manufacturer’s instructions accompanying the material and/or contact the manufacturer’s technical support for specific mix design and minimum thickness recommended for use with eligible floor mat(s). Floor Mat Materials*—(Optional) —Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC —Types Quiet Qurl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* —(Optional) —Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Types Quiet Qurl 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* —(Optional) —Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC —Types Quiet Qurl 65/075, Quiet Qurl 65/075 N Alternate Floor Mat Materials* —(Optional) —Floor mat material Nom. 1/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC —Types Quiet Qurl 52/013 and Quiet Qurl 52/013 N Alternate Floor Mat Materials* —(Optional) —Floor mat material Nom. 1/4 in. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Types Quiet Qurl 55/025 MT and Quiet Qurl 55/025 N MT System No. 10 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Vapor Barrier —(Optional) —Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring —Floor Topping Mixture* —Min 3/4 in. thickness of floor topping mixture, having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. DEPENDABLE LLC —Types GSL M3.4, GSL K2.6, GSL-CSD and GSL RH Floor Mat Materials* —(Optional) —Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC —Types Quiet Qurl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* —(Optional) —Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Types Quiet Qurl 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* —(Optional) —Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC —Types Quiet Qurl 65/075, Quiet Qurl 65/075 N Alternate Floor Mat Materials* —(Optional) —Floor mat material Nom. 1/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC —Types Quiet Qurl 52/013 and Quiet Qurl 52/013 N Alternate Floor Mat Materials* —(Optional) —Floor mat material Nom. 1/4 in. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC —Types Quiet Qurl 55/025 MT and Quiet Qurl 55/025 N MT System No. 11 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Finish Flooring*—Floor Topping Materials —Min 3/4 in. to 1-1/2 in. thickness of any Floor Topping Mixture bearing the UL Classification Marking as to Fire Resistance with a minimum compressive strength of 1500 psi. See Floor-and Roof-Topping Mixtures (CCOX) category for names of Classified Companies. Refer to the manufacturer’s instructions accompanying the material and/or contact the manufacturer’s technical support for specific mix design and minimum thickness recommended for use with eligible floor mat(s). Floor Mat Materials*—(Optional) —Floor mat material nom 1/8 in. to 3/4 in. thick. Loose laid over the subfloor. When used, Acousti-flor CSM (crack suppression mat) is loose laid over the floor mat material. Floor topping material thickness is dependent on thickness of floor mat used. WALFLOR INDUSTRIES INC —Type Acousti-flor, Acousti-flor CSM. Floor topping thickness depends on products used as follows: Acousti-flor (1/8 in. thick) -Floor topping thickness shall be a minimum of 3/4 in. Acousti-flor (1/4 in. thick) -Floor topping thickness shall be a minimum of 1 in. Acousti-flor (3/8 in. thick) -Floor topping thickness shall be a minimum of 1 in. Acousti-flor (3/4 in. thick) -Floor topping thickness shall be a minimum of 1-1/2 in. Metal Lath —(Optional) —Expanded steel diamond mesh, 2.5 lb / sq yd loose laid over floor mat material. Fiberglass Mesh Reinforcement —(Optional) —Coated non-woven glass fiber mesh grid loose laid over floor mat material. System No. 12 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Finish Flooring -Floor Topping Mixture* —Min 1 in. thickness of floor topping mixture having a min compressive strength of 4500 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. SIKA DEUTSCHLAND GMBH —Type SCHONOX AP Rapid Plus System No. 13 Subflooring —Min 23/32 in. thick wood structural panels, min grade "Underlayment" or "Single-Floor". Face grain of plywood or strength axis of panel to be perpendicular to trusses with joints staggered. Plywood or panels secured to wood trusses (Item 2A) with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along each truss. Construction adhesive conforming to APA specification AFG-01 applied in 1/4 in. diam beads on top of trusses and to grooved edges of plywood or panel. Plywood or panels secured to steel joists (Item 2B) with 1-5/8 in. long No. 10 steel screws spaced 12 in. OC along each joist. Finish Flooring -Floor Topping Mixture* —Min 3/4 in. thickness of any Floor Topping Mixture bearing the UL Classification Marking as to Fire Resistance. See Floor-and Roof-Topping Mixtures (CCOX) category for names of Classified Companies. Refer to the manufacturer’s instructions accompanying the material and/or contact the manufacturer’s technical support for specific mix design and minimum thickness recommended for use with eligible floor mat(s). Floor Mat Materials*—(Optional, Not Shown) -Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. LOW & BONAR INC —EnkaSonic® by Colbond a member of the Low & Bonar group Types 125, 250, 250 Plus, 400, 400 Plus, 750, and 750 Plus. Floor Mat Reinforcement —(Optional) -Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat reinforcement. Metal Lath —(Optional) —Expanded steel diamond mesh, 2.5 lb / sq yd loose laid over floor mat material. Fiberglass Mesh Reinforcement —(Optional) —Coated non-woven glass fiber mesh grid loose laid over floor mat material. 2. Structural Wood Members —Min 9-1/4 in. deep "I" -shaped wood joists spaced a max 24 in. OC. Min joist bearing on bearing plates 2 in. Joists secured to bearing plates with two 8d steel nails at each end. Circular holes may be cut in the web of the joists in accordance with the manufacturer's published design specifications. 2A. Wood Joists —As an alternate to item 2, Nominal 2 by 8 or nominal 2 by 10 in. wood joists spaced 24 in. OC, fire-stopped or min. 18 in. deep parallel chord trusses spaced a max 24 in. OC fabricated from nom 2 by 4 in. lumber with lumber oriented either vertically (2A) or horizontally (2B). Truss members secured together with No. 20 MSG galv steel truss plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split-tooth-type plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approx 7/8 in. centers with four rows of teeth per in. of plate width. 2B. Steel Channel Joists —As an alternate to Item 2, steel channel-shaped joists, min 8 in. deep with min 1-1/2 in. flanges and 1/4 in. stiffening flanges. The joists are fabricated from min 18 MSG galv steel. Min yield strength is 33 ksi. Joists spaced max 24 in. OC. Steel channel joists, perimeter supports, web stiffeners, bridging straps, blocking and blocking clips designed in accordance with the current edition of the Specification for the Design of Cold-Formed Steel Structural Members, published by the American Iron and Steel Institute. 3. Gypsum Board* —Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501 or G512. Four layers of nom 5/8 in. thick, 4 ft wide gypsum board. First three layers installed with long dimension perpendicular to bottom chord of structural members. Adjacent butt joints staggered approximately 4 ft OC. Overlapping layers installed so that edges and butt joints offset min 10 in. from previous layer. Base layer fastened to bottom chord of structural members with 1-1/4 in. long Type W or S-12 steel screws spaced 12 in. OC. Second layer secured to bottom chord of structural members with 2 in. long Type S or S-12 steel screws spaced 12 in. OC. Third layer secured to bottom chord of structural members with 2-1/2 in Type S or S-12 steel screws spaced 12 in. OC. Fourth layer secured to resilient channels with 1-1/8 in. long Type S steel screws spaced 12 in. OC. Screws to be spaced 1/2 in. from butted end joints and 1 in. from side joints. AMERICAN GYPSUM CO (View Classification) —CKNX.R14196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View Classification) —CKNX.R19374 CABOT MANUFACTURING ULC (View Classification) —CKNX.R25370 CERTAINTEED GYPSUM INC (View Classification) —CKNX.R3660 CGC INC (View Classification) —CKNX.R19751 CERTAINTEED GYPSUM INC (View Classification) —CKNX.R18482 GEORGIA-PACIFIC GYPSUM L L C (View Classification) —CKNX.R2717 NATIONAL GYPSUM CO (View Classification) —CKNX.R3501 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM (View Classification) —CKNX.R7094 PANEL REY S A (View Classification) —CKNX.R21796 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (View Classification) —CKNX.R19262 THAI GYPSUM PRODUCTS PCL (View Classification) —CKNX.R27517 UNITED STATES GYPSUM CO (View Classification) —CKNX.R1319 USG MEXICO S A DE C V (View Classification) —CKNX.R16089 4. Resilient Channels —Hat shaped channels formed from No. 25 MSG galv steel spaced 24 in. OC perpendicular to structural wood members. Channels secured to bottom chord of structural member through third layer of gypsum board with 2-1/2 in. Type S or S-12 steel screws spaced 12 in. OC. 5. Finishing System —(Not Shown) —Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2023-04-04 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:39:54 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.1.3 UL DESIGN NO. L556, GA FILE RC2751 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026NOT TO SCALE UL DESIGN NO. L556F5 NOT TO SCALE GA FILE NO. RC 2751R3 1. Roofing System* —Any UL Class A, B or C Roofing System (TGFU) or Prepared Roof Covering (TFWZ) acceptable for use over nom 15/32 in. thick wood structural panels, min. grade "C-D" or "Sheathing". Nom 15/32 in. thick wood structural panels secured to trusses with No. 6d ringed shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Construction adhesive may be used with either the nails or staples. 2. Trusses —Pitched or parallel chord wood trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Truss members secured together with min. 0.0356 in. thick galv steel plates. Plates have 5/16 in.long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approximately 7/8 in. centers with four rows of teeth per inch of plate width. Minimum parallel chord truss depth shall be 18 in. Where pitched truss intersects with the interior face of the exterior walls, the min truss depth shall be 5-1/4 in. with a min roof slope of 3/12 and a min. average depth of 18 in.. Where the truss intersects with the interior face of the exterior walls, the min truss depth may be reduced to 3 in. if the batts and blankets ( Item 3) are used as shown in the above illustration (Alternate Insulation Placement) and are firmly packed against the intersection of the bottom chords and the plywood sheathing. 3. Batts and Blankets* —(Optional) —Required when Item 6B is used —Glass fiber insulation, secured to the wood structural panels with staples spaced 12 in. OC or to the trusses with 0.090 in. diam galv steel wires spaced 12 in. OC. Any glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, having a min density of 0.5 pcf. As an option, the insulation may be fitted in the concealed space, draped over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7. When Steel Framing Members (Item 6B) are used, max 3-1/2 in. thick insulation shall be draped over the furring channels (Item 6Ba) and gypsum board ceiling membrane, and friction-fitted between trusses and Steel Framing Members (Item 6Bd). The finished rating has only been determined when the insulation is secured to the decking. 3A. Fiber, Sprayed* —As an alternate to Item 3 (not evaluated for use with Item 6B) —Any thickness of spray-applied cellulose insulation material, having a min density of 0.5 lb/ft3, applied with water, over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7. Fiber, Sprayed is applied with moisture in accordance with the application instructions supplied with the product. The finish rating when Fiber Sprayed is used has not been determined.Alternate application method: The fiber is applied without water or adhesive in accordance with the application instructions supplied with a minimum density of 0.5 lb/ft3 over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7. Alternate application method: The fiber is applied without water or adhesive to a nominal density of 3.5 lb/ft3 behind netting (Item 9) stapled to the rafters. The netting is stapled at both lower edges of the rafters creating a cavity to accept the cellulose fiber. APPLEGATE GREENFIBER ACQUISITION LLC —SANCTUARY for use with wet or dry application. INS510LD, INS515LD, INS541LD, and Insulmax are to be used for dry application only. 3B. Foamed Plastic* —(As an alternate to Item 3 or 3A, Not Shown) —Spray foam insulation applied directly to the underside of the underside of the roofing system (Item 1). Spray foam insulation installed to a maximum thickness of 10 in. at a nominal 0.5 lb/ft3 density, while maintaining a minimum 8-1/2 in. clearance between the spray foam insulation and the gypsum board (Item 7). When spray foam insulation is used, resilient channels (Item 6) shall be installed maximum 12 in. OC, with channels adjacent to butt joints of gypsum board (Item 7) installed at 6 in. OC to allow for maximum 3 in. spacing off ends of the gypsum board joints. Gypsum board (Item 7) to be installed using 1-1/4 in. long Type S screws, spaced maximum 8 in. OC, and butted end joints shall be staggered min. 2 ft within the assembly, and occur midway between the continuous furring channels. If used with a fire damper (Items 5 through 5K) in the concealed space, minimum 1 in. clearance to be maintained between damper housing and spray foam insulation. Not evaluated for use with Items 6A through 6F. SES FOAM INC —Sucraseal 3C. Cavity Insulation -Batts and Blankets* or Fiber, Sprayed* —(As described above) in Items 3 and 3A —(For Use with Item 7B, Not Shown) —Min. 3-1/2 in thick with no limit on maximum thickness fitted in the concealed space, draped over the resilient channel (Item 6G)/gypsum board (Item 7B) ceiling membrane. 3D. Foamed Plastic* —(As alternate to Item 3, 3A, or 3B, Not Shown) —Spray foam insulation applied directly to the underside of the roofing system (Item 1). Spray foam insulation installed to a maximum thickness of 10 in. at a nominal 0.5 lb/ft3 or 2.0 lb/ft3 density, depending on the product installed. When spray foam insulation is installed, resilient channels (Item 6) shall be installed maximum 12 in. OC,with channels adjacent to butt joints of gypsum board (Item 7) spaced maximum 3 in. away from gypsum butt joints. Gypsum board (Item 7) to be installed using minimum 1-1/4 in. long Type S screws, spaced maximum 8 in. OC, and butted end joints shall be staggered min. 2 ft within the assembly, and occur midway between the continuous furring channels. If used with a fire damper (Items 5 through 5H) in the concealed space, minimum 1 in. clearance to be maintained between damper housing and spray foam insulation. Not evaluated for use with Items 6A through 6F. BASF CORP —Enertite® NM, Enertite® G, FE178®, Spraytite® 178, Spraytite® 81206, Walltite® 200, Walltite® US, Walltite® US-N, and Walltite® HP+ 3E. Foamed Plastic* —(As an alternate to Item 3, 3A, 3B, 3C, or 3D, Not Shown) —Spray foam insulation applied directly to the underside of the underside of the roofing system (Item 1). Spray foam insulation installed to a maximum thickness of 17 in. at a nominal 0.5 lb/ft3 density, while maintaining a minimum 1-1/2 in. clearance between the spray foam insulation and the gypsum board (Item 7). When spray foam insulation is used, resilient channels (Item 6) shall be installed maximum 12 in. OC, with channels adjacent to butt joints of gypsum board (Item 7) installed at 6 in. OC to allow for maximum 3 in. spacing off ends of the gypsum board joints. Gypsum board (Item 7) to be installed using 1-1/4 in. long Type S screws, spaced maximum 8 in. OC, and butted end joints shall be staggered min. 2 ft within the assembly, and occur midway between the continuous furring channels. If used with a fire damper (Items 5 through 5K) in the concealed space, no clearance is necessary between damper housing and spray foam insulation. Not evaluated for use with Items 6A through 6F. SES FOAM INC —EasySeal.5, EasySeal ULD 3F. Foamed Plastic* —(As alternate to Item 3) —Spray foam insulation applied directly to the underside of the roofing system (Item 1). Spray foam insulation installed to a maximum thickness of 11 in. at a nominal 0.5 lb/ft3 -2.5 lb/ft3 density, while maintaining a minimum 7 in. clearance between the spray foam insulation and the gypsum board (Item 7). When spray foam insulation is installed, resilient channels (Item 6) shall be installed maximum 12 in. OC, with channels adjacent to butt joints of gypsum board spaced maximum 3 in. away from gypsum butt joints. Gypsum board to be installed using minimum 1-1/4 in. long Type S screws, spaced maximum 8 in. OC, and butted end joints shall be staggered min. 2 ft within the assembly, and occur midway between the continuous furring channels. If used with a fire damper (Items 5 through 5K) in the concealed space, no clearance is necessary between damper housing and spray foam insulation. Only for use with item 6 not evaluated for use with alternates to item 6. CARLISLE SPRAY FOAM INSULATION —Types SealTite Pro Closed Cell (CC), SealTite Pro Open Cell (OC), SealTite Pro OCX, SealTite Pro No Trim 21, SealTite Pro One Zero, SealTite PRO HFO, Foamsulate Closed Cell, Foamsulate OCX, Foamsulate 70, Foamsulate HFO, and Foamsulate HFO 2.0. 3G. Foamed Plastic* —(As an alternate to Item 3, 3A, 3B, 3C, or 3D, Not Shown) —Spray foam insulation applied directly to the underside of the underside of the roofing system (Item 1). Spray foam insulation installed to a maximum thickness of 17 in. at a nominal 0.5 lb/ft3 density, while maintaining a minimum 1-1/2 in. clearance between the spray foam insulation and the gypsum board (Item 7). When spray foam insulation is used, resilient channels (Item 6) shall be installed maximum 12 in. OC, with channels adjacent to butt joints of gypsum board (Item 7) installed at 6 in. OC to allow for maximum 3 in. spacing off ends of the gypsum board joints. Gypsum board (Item 7) to be installed using 1-1/4 in. long Type S screws, spaced maximum 8 in. OC, and butted end joints shall be staggered min. 2 ft within the assembly, and occur midway between the continuous furring channels. If used with a fire damper (Items 5 through 5K) in the concealed space, no clearance is necessary between damper housing and spray foam insulation. Not evaluated for use with Items 6A through 6F. EVEREST SYSTEMS LLC —Opticell 0.5 4. Air Duct* —For use with Ceiling Dampers* -Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 5. Ceiling Damper* —Max nom area, 324 sq in. Max square size, 18 in. by 18 in. rectangular sizes not to exceed 324 sq in. with a max width of 18 in. Max damper height is 14 in. Installed in accordance with manufacturers installation instructions provided with the damper. Max damper openings not to exceed 162 sq in. per 100 sq ft of ceiling area. C&S AIR PRODUCTS —Model RD-521 POTTORFF —Model CFD-521 5A. Alternate Ceiling Damper* —Max nom area, 196 sq in. Max square size, 14 in. by 14 in. Rectangular sizes not to exceed 196 sq in. with a max width of 26 in. Max overall damper height is 7 in. Installed in accordance with the manufacturers installation instructions provided with the damper. Max damper openings not to exceed 98 sq in. per 100 sq ft of ceiling area. C&S AIR PRODUCTS —Model RD-521-BT POTTORFF —Model CFD-521-BT. 5B. Alternate Ceiling Damper* —Max nom area shall be 256 sq in. with the length not to exceed 24 in. and the width not to exceed 20 in. Max height of damper shall be 17 in. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. A steel grille shall be installed in accordance with installation instructions. C&S AIR PRODUCTS —Model RD-521-IP, RD-521-NP System No. P522 December 1, 2023 Unrestrained Assembly Rating —1 Hr Finish Rating —25 Min (See Items 3 or 3A ) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used —See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. POTTORFF —Models CFD-521-IP, CFD-521-NP 5C. Alternate Ceiling Damper* —Ceiling damper & fan assembly. Max nom area shall be 75 sq in. with the length not to exceed 8-9/16 in. and the width not to exceed 8-3/4 in. Max height of damper shall be 9-7/8 in. Aggregate damper openings shall not exceed 38 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturers installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. DELTA ELECTRONICS INC —Models CRD2, GBR-CRD, ITG-CRD 5D. Alternate Ceiling Damper* —Ceiling damper & fan. Max nom area shall be 75 sq in. with the length not to exceed 9-1/4 in. and the width not to exceed 9-3/4 in. Max height of damper shall be 9-7/8 in. Aggregate damper openings shall not exceed 45 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. DELTA ELECTRONICS INC —Model SIG-CRD 5E. Alternate Ceiling Damper* —Max nom area shall be 144 sq in. with the length not to exceed 14 in. and the width not to exceed 12 in. Max height of damper shall be 17-7/8 in. Aggregate damper openings shall not exceed 74 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions provided with the damper. A steel grille shall be installed in accordance with installation instructions. C&S AIR PRODUCTS —Model RD-521-90, RD-521-NP90 POTTORFF —Models CFD-521-90, CFD-521-90NP 5F. Alternate Ceiling Damper* —Ceiling damper & fan assembly. Max nom area shall be 131 sq in. with the length not to exceed 11-1/16 in. and the width not to exceed 11-7/8 in. Aggregate damper openings shall not exceed 66 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. DELTA ELECTRONICS INC —Model SMT-CRD 5G. Alternate Ceiling Damper* —Ceiling damper & fan assembly. Max nom area shall be 103 sq in. with the length not to exceed 10-1/8 in. and the width not to exceed 10-1/8 in. Aggregate damper openings shall not exceed 52 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. PANASONIC CORPORATION, PANASONIC CORPORATION OF NORTH AMERICA —Model PC-RD05C5 5H. Alternate Ceiling Damper* —Ceiling damper & fan assembly. Max nom area shall be 113 sq in. with the length not to exceed 10-1/8 in. and the width not to exceed 11-1/8 in. Aggregate damper openings shall not exceed 57 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. BROAN-NUTONE L L C —Model RDFUWT 5I. Alternate Ceiling Damper* —Ceiling damper & fan. Max nom area shall be 79 sq in. with the length not to exceed 10 in. and the width not to exceed 7-15/16 in. Aggregate damper openings shall not exceed 40 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A metallic grille shall be installed in accordance with installation instructions. BROAN-NUTONE L L C —Models RDJ1 and RDH 5J. Alternate Ceiling Damper* —Ceiling damper & fan assembly. Max nom area shall be 87 sq in. with the length not to exceed 9 in. and the width not to exceed 9-11/16 in. Aggregate damper openings shall not exceed 44 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. BROAN-NUTONE L L C —Model RDMWT 5K. Alternate Ceiling Damper* —Ceiling damper & fan assembly. Max nom area shall be 87 sq in. with the length not to exceed 9 in. and the width not to exceed 9-11/16 in. Aggregate damper openings shall not exceed 44 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination with one of the fan models described in, and in accordance with, the manufacturer's installation instructions provided with the damper. A plastic grille shall be installed in accordance with installation instructions. BROAN-NUTONE L L C —Model RDMWT2 6. Furring Channels —Resilient channels formed of 25 MSG thick galv steel. Installed perpendicular to the trusses (Item 2), spaced a max of 16 in. OC when no insulation (Item 3 or 3A) is fitted in the concealed spaced, or a max of 12 in. OC when insulation (Item 3 or 3A) is fitted in the concealed space, draped over the resilient channel/gypsum board ceiling membrane, or when insulation (Item 3B, 3D or 3E) is applied to the underside of the roofing system (Item 1). Two courses of resilient channel positioned 6 in. OC at wallboard butt-joints (3 in. from each end of wallboard). Channels oriented opposite at wallboard butt-joints. Channel splices overlapped 4 in. beneath wood trusses. Channels secured to each truss with 1-1/4 in. long Type S screws. 6A. Steel Framing Members* —(Not Shown) —As an alternate to Item 6, furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 16 in. OC perpendicular to trusses when no insulation (Items 3 or 3A) is fitted in the concealed space or 12 in. OC when insulation (Items 3 or 3A) is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane or 24 in. OC when insulation (Items 3 or 3A) is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane and a second layer of gypsum board is attached as described in Item 7 for steel framing members. Channels secured to trusses as described in Item 6Ab. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. b. Steel Framing Members —Used to attach furring channels (Item a) to trusses (Item 2). Clips spaced 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to alternating trusses with No. 8 by 2-1/2 in. coarse drywall screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to alternating trusses with No. 8 by 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. Adjoining channels are overlapped as described in Item 6Aa. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 7. PAC INTERNATIONAL L L C —Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 6B. Steel Framing Members* —(Not Shown) —As an alternate to Items 6 and 6A. a. Furring Channels —Hat-shaped furring channels, 7/8 in. deep by 2-5/8 in. wide at the base and 1-1/4 in. wide at the face, formed from No. 25 ga. galv steel, spaced max 16 in. OC perpendicular to trusses and Cold Rolled Channels (Item 6Bb). Furring channels secured to Cold Rolled Channels at every intersection with a 1/2 in. pan head self-drilling screw through each furring channel leg. Ends of adjoining channels overlapped 4 in. and tied together with two double strand No. 18 SWG galv steel wire ties, one at each end of overlap. Supplemental furring channels at base layer and outer layer gypsum board butt joints are not required. Batts and Blankets draped over furring channels as described in Item 3. Two layers of gypsum board attached to furring channels as described in Item 7. b. Cold Rolled Channels —1-1/2 in. by 1/2 in., formed from No. 16 ga. galv steel, positioned vertically and parallel to trusses, friction-fitted into the channel caddy on the Steel Framing Members (Item 6Bd). Adjoining lengths of cold rolled channels lapped min. 6 in. and wire-tied together with two double strand 18 SWG galv steel wire ties, one at each end of overlap. c. Blocking —Where truss design does not permit direct, full contact of the hanger bracket, a piece of nominal 2 by 4 in. lumber (blocking), min. 6 in. long to permit full contact of the hanger bracket, to be secured vertically to the side of the truss (Item 2) at the top and bottom of the blocking at each Steel Framing Member (Item 6Bd) location. d. Steel Framing Members* —Hangers spaced 48 in. OC. max along truss, and secured to the Blocking (Item 6Bc) on alternating trusses with a single 5/16 in. by 2 in. hex head lag bolt or four #6 1-1/4 in. drywall screws through mounting hole(s) on the hanger bracket. The two 1/4 in. long steel teeth on the hanger are embedded in the side of the blocking. Hanger positioned on blocking and leveling bolt height adjusted such that furring channels are flush with bottom of trusses before gypsum board installation. Spring gauge of hanger chosen per manufacturer's instructions. KINETICS NOISE CONTROL INC —Type ICW. 6C. Steel Framing Members* —(Not Shown) —As an alternate to Items 6, 6A and 6B. a. Furring Channels —Formed of No. 25 MSG galv steel, 2-3/8 in. wide by 7/8 in. deep installed perpendicular to wood structural members. Channels spaced a max of 16 in. OC when no insulation (Item 3 or 3A) is fitted in the concealed space or a max of 12 in. OC when insulation (Item 3 or 3A) is fitted in the concealed space. Channels secured to trusses as described in Item 6Cb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire near each end of overlap. b. Steel Framing Members* —Used to attach furring channels (Item 6Ca) to trusses (Item 2). Clips secured to the bottom chord of each truss (48 in. OC) with one No. 8 by 2-1/2 in. long coarse drywall screw through center grommet. Furring channels are friction fitted into clips. Adjoining channels are overlapped as described in Item 6Ca. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 7. PLITEQ INC —Type Genie Clip 6D. Steel Framing Members* —(Not Shown) —As an alternate to Items 6, 6A, 6B and 6C. a. Main runners —Installed perpendicular to trusses —Nom 10 or 12 ft long, 15/16 in. or 1-1/2 in. wide face, spaced 4 ft OC. Main runners hung a min of 2 in. from bottom chord of trusses with 12 SWG galv steel wire. Wires located a max of 48 in. OC. b. Cross tees or channels —Nom 4 ft long, 15/16 in. or 1-1/2 in. wide face or cross channels, nom 4 ft long, 1-1/2 wide face, installed perpendicular to the main runners, spaced 16 in. OC. Additional cross tees or channels used at 8 in. from each side of butted gypsum board end joints. The cross tees or channels may be riveted or screw-attached to the wall angle or channel to facilitate the ceiling installation. c. Wall angles or channels —Used to support steel framing member ends and for screw-attachment of the gypsum wallboard —Min 0.016 in. thick painted or galvanized steel angle with 1 in. legs or min. 0.016 in. thick painted or galvanized steel channel with a 1 by 1-1/2 by 1 in. profile, attached to walls at perimeter of ceiling with fasteners 16 in. OC. CGC INC —Type DGL or RX USG INTERIORS LLC —Type DGL or RX 6E. Alternate Steel Framing Members* —(Not Shown) —As an alternate to items 6, 6A, 6B, and 6C, furring channels and Steel Framing Members as described below. a. Furring Channels —Formed of No. 25 MSG galv steel, 2-5/8 in. wide by 7/8 in deep, spaced 16 in OC, perpendicular to trusses. When insulation, Items 3 or 3A is used, the furring channel spacing shall be reduced to 12 in. OC. Channels secured to joists as described in Item b. b. Steel Framing Members* —Used to attach furring channels (Item a) to the wood trusses (Item 2). Clips spaced at 48" OC and secured to the bottom of the trusses with one 2 in. Coarse Drywall Screw with 1 in. diam washer through the center hole. Furring channels are then friction fitted into clips. Ends of channels are overlapped 6" and tied together with double strand of No. 18 AWG galvanized steel wire. Additional clips are required to hold the Gypsum Butt joints as described in Item 7. STUDCO BUILDING SYSTEMS —RESILMOUNT Sound Isolation Clips -Type A237 or A237R 6F. Steel Framing Members* —(Not Shown) —As an alternate to Items 6 through 6E-Not for use with Items 3 or 3A. Main runners nom 12 ft long, spaced 72 in. OC. Main runners suspended by min 12 SWG galv steel hanger wires spaced 48 in. OC. Cross tees, nom 6 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional 6 ft long cross tees required at each gypsum board end joint with butted gypsum board end joints centered between cross tees spaced 8 in. OC. The main runners and cross tees may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. USG INTERIORS LLC —Type DGL or RX 6G. Resilient Channels —For Use With Item 7B -Formed from min 25 MSG galv steel installed perpendicular to trusses and spaced 16 in. OC. Channels secured to each truss with 1-5/8 in. long Type S bugle head steel screws. Channels overlapped 4 in. at splices. Two channels, spaced 6 in. OC, oriented opposite each gypsum panel end joint. Additional channels shall extend min 6 in. beyond each side edge of panel. Insulation, Item 3C is applied over the resilient channel/gypsum panel ceiling membrane. 6H. Alternate Steel Framing Members* —(Not Shown) —As an alternate to items 6 through 6G, furring channels and Steel Framing Members as described below. a. Furring Channels —Formed of No. 25 MSG galv steel, 2-1/2 in. wide by 7/8 in deep, spaced 16 in OC, perpendicular to trusses. When insulation, Items 3 or 3A is used, the furring channel spacing shall be reduced to 12 in. OC. Channels secured to joists as described in Item b. b. Steel Framing Members* —Used to attach furring channels (Item a) to the wood trusses (Item 2). Clips spaced at 48" OC and secured to the bottom of the trusses with one 2-1/2 in. Coarse Drywall Screw with 1 in. diam washer through the center hole. Furring channels are then friction fitted into clips. Ends of channels are overlapped 6" and tied together with double strand of No. 18 AWG galvanized steel wire. Additional clips are required to hold the Gypsum Butt joints as described in Item 7. REGUPOL AMERICA —Type SonusClip 7. Gypsum Board* —One layer of nom 5/8 in. thick by 48 in. wide boards, installed with long dimension parallel to trusses. Attached to the resilient channels using 1 in. long Type S bugle-head screws. Screws spaced a max of 12 in. OC along butted end-joints and in the field when no insulation (Item 3 or 3A) is fitted in the concealed spaced, or a max of 8 in. OC along butted end-joints and in the field when insulation (Item 3 or 3A ) is fitted in the concealed space, draped over the resilient channel/gypsum board ceiling membrane. When insulation (Item 3B, 3D or 3E) is installed in the concealed space, spray-applied to the underside of the roofing system (Item 1), screws are spaced a max of 8 in. OC along resilient channels, fasteners are increased in length to 1-1/4 in, and gypsum board butt joints shall be staggered min. 2 ft within the assembly, and occur between the main furring channels. When Steel Framing Members* (Item 6A or 6C) are used, sheets installed with long dimension perpendicular to furring channels and side joints of sheet located beneath trusses. Gypsum board screws are driven through channel spaced 12 in. OC in the field when no insulation (Item 3 or 3A) is fitted in the concealed space, or 8 in. OC in the field when insulation (Item 3 or 3A) is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane. Gypsum board butt joints shall be staggered min. 2 ft within the assembly, and occur between the main furring channels. At the gypsum board butt joints, each end of the gypsum board shall be supported by a single length of furring channel equal to the width of the wallboard plus 6 in. on each end. The furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to the trusses with one clip at each end of the channel. Screw spacing along the butt joint to attach the gypsum board to the furring channels shall be 8 in. OC. Second (outer) layer of gypsum board required when furring channels (Item 6A, a) are spaced 24 in. OC and insulation is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane. Outer layer of gypsum board attached to the furring channels using 1-5/8 in. long Type S bugle-head screws spaced 8 in. OC at butted joints and 12 in. OC in the field. Butted end joints of outer layer to be offset a minimum of 8 in. from base layer end joints. Butted side joints of outer layer to be offset minimum 18 in. from butted side joints of base layer. When Steel Framing Members (Item 6B) are used, two layers of nom 5/8 in. thick, 4 ft wide gypsum board are installed with long dimensions perpendicular to furring channels (Item 6Ba). Base layer attached to the furring channels using 1 in. long Type S bugle head steel screws spaced 8 in. OC along butted end joints and 12 in. OC in the field of the board. Butted end joints centered on the continuous furring channels. Butted base layer end joints to be offset a min of 16 in. in adjacent courses. Outer layer attached to the furring channels using 1-5/8 in. long Type S bugle head steel screws spaced 8 in. OC at butted end joints and 12 in. OC in the field. Butted end joints centered on the continuous furring channels and offset a min of 16 in. from butted end joints of base layer. Butted side joints of outer layer to be offset min 16 in. from butted side joints of base layer. When Steel Framing Members (Item 6C) are used, one layer of nom 5/8 in. thick, 4 ft wide gypsum board is installed with long dimensions perpendicular to furring channels. Gypsum board secured to furring channels with nom 1 in. long Type S bugle-head steel screws spaced 8 in. OC in the field of the board. Gypsum board butted end joints shall be staggered minimum 72 in. At the gypsum board butt joints, each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 3 in. on each end, spaced approximately 2 in. in from joint. Screw spacing along the gypsum board butt joint shall be 8 in. OC. Butt joint furring channels shall be attached with a RESILMOUNT Sound Isolation Clip secured to underside of every truss that is located over the butt joint. Over all Gypsum Board side joints, approximately 20 in. lengths of furring channel shall be installed parallel to trusses (Item 2) between main furring channels. Side joint furring channels shall be attached to underside of the joist with RESILMOUNT Sound Isolation Clips -located approximately 2 in. from each end of the approximate 20 in. length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. When Steel Framing Members (Item 6E) are used, one layer of nom 5/8 in. thick, 4 ft wide gypsum board is installed with long dimensions perpendicular to furring channels. Gypsum board secured to furring channels with nom 1 in. long Type S bugle-head steel screws spaced 8 in. OC in the field of the board. Gypsum board butted end joints shall be staggered minimum 48 in. and centered over main furring channels. At the gypsum board butt joints, each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 3 in. on each end. The two support furring channels shall be spaced approximately 3 in. in from end joint. Screw spacing along the gypsum board butt joint and along both additional channels shall be 8 in. OC. Additional screws shall be placed in the adjacent section of gypsum board into the aforementioned 3 in. extension of the extra butt joint channels as well as into the main channel that runs between. Butt joint furring channels shall be attached with one RESILMOUNT Sound Isolation Clip at each end of the channel. When alternate Steel Framing Members* (Item 6F) are used, one layer of nom 5/8 in. thick, 4 ft wide gypsum board sheets installed with long dimension (side joints) perpendicular to the 6 ft long cross tees with the end joints staggered min 4 ft and centered between cross tees which are spaced 8 in. OC. Gypsum board side joints may occur beneath or between main runners. Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in. wide pieces of gypsum board are to be laid atop the cross tee flanges and centered over each butted end joint location. The backer strips are to be secured to the flanges of the cross tees at opposite corners of the backer strip with hold down clips to prevent the backer strips from being uplifted during screw-attachment of the gypsum board sheets. Gypsum board fastened to cross tees with 1 in. drywall screws spaced 1 in. and 4 in. from the side joints and max 8 in. OC in the field of the board. The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in. long Type G laminating screws located 1 in. from each side of the butted end joint and spaced 1 in. and 4 in. from the side joints and max 8 in. OC in the field of the board. When Steel Framing Members (Item 6H) are used, one layer of nom 5/8 in. thick, 4 ft wide gypsum board is installed with long dimensions perpendicular to furring channels. Gypsum board secured to furring channels with nom 1 in. long Type S bugle-head steel screws spaced 8 in. OC in the field of the board. Gypsum board butted end joints shall be staggered minimum 48 in. and centered over main furring channels. At the gypsum board butt joints, an additional single length of furring channel shall be installed and be spaced approximately 3 in. from the butt joint (6 in. from the continuous furring channels) to support the floating end of the gypsum board. Each of these shorter sections of furring channel shall extend one truss beyond the width of the gypsum panel and be attached to the adjacent trusses with one SonusClip at every truss involved with the butt joint. CGC INC —Types C, IP-X2, IPC-AR UNITED STATES GYPSUM CO —Types C, IP-X2, IPC-AR USG BORAL DRYWALL SFZ LLC —Type C USG MEXICO S A DE C V —Types C, IP-X2, IPC-AR 7A. Gypsum Board* —For use with Steel Framing Members (Item 6D) when Batts and Blankets* (Item 3) are not used -One layer of nom 5/8 in. thick by 48 in. wide boards, installed with long dimension parallel to the main runners. Gypsum board fastened to each cross tee or channel with five wallboard screws, with one screw located at the midspan of the cross tee or channel, one screw located 12 in. from and on each side of the cross tee or channel mid span and one screw located 1-1/2 in. from each gypsum board side joint. Except at wallboard end joints, wallboard screws shall be located on alternating sides of cross tee flange. At gypsum board end joints, gypsum board screws shall be located 1/2 in. from the joint. Gypsum board fastened to main runners with wallboard screws 1/2 in. from side joints, midway between intersections with cross tees or channels (16 in. OC). End joints of adjacent gypsum board sheets shall be staggered not less than 32 in. Gypsum board sheets screw attached to leg of wall angle with wallboard screws spaced 12 in. OC. Joints treated as described in Item 7. For use with Steel Framing Members* (Item 6D) when Batts and Blankets* (Item 3) are used -Ratings limited to 1 Hour -5/8 in. thick, 4 ft wide; installed with long dimension perpendicular to cross tees with side joints centered along main runners and end joints centered along cross tees. Fastened to cross tees with 1 in. long steel gypsum board screws spaced 8 in. OC in the field and 8 in. OC along end joints. Fastened to main runners with 1 in. long gypsum board screws spaced midway between cross tees. Screws along sides and ends of boards spaced 3/8 to 1/2 in. from board edge. End joints of the sheets shall be staggered with spacing between joints on adjacent boards not less than 4 ft OC. CGC INC —Type C or IP-X2 UNITED STATES GYPSUM CO —Type C or IP-X2 USG BORAL DRYWALL SFZ LLC —Type C USG MEXICO S A DE C V —Type C or IP-X2 7B. Gypsum Board* —For use with Items 3C and 6G. Nom 5/8 in. thick, 48 in. wide gypsum panels installed with long dimension perpendicular to resilient channels. Gypsum panels secured with 1 in. long Type S bugle head steel screws spaced 8 in. OC and located a min of 1/2 in. from side joints and 3 in. from the end joints. Finish Rating with this ceiling system is 20 min. CGC INC —Type ULIX UNITED STATES GYPSUM CO —Type ULIX 8. Finishing System —(Not Shown) —Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. Alternate Ceiling Membrane —Not Shown. 9. Netting —Fibrous, woven netting material fastened to underside of each joist with staples, with side joints overlapped. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2023-12-01 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:39:56 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.1.4 UL DESIGN NO. P522 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026NOT TO SCALE UL DESIGN NO. P522R1 R2 SCALE: 12" = 1'-0" GA FILE NO RC 2601R4 2X6 WOOD STUDS PARTITION TYPE W1.1a -FROM GYP. BOARD TO SHEATHING NOTES: EXPOSED TO FIRE ON INTERIOR FACE ONLY • 1 ROW OF 2X6 (LB WALL) AND 1 ROW OF 2X6 (NON LB WALL) WOOD STUDS. RE: STRUCTURAL DRAWINGS FOR FRAMING AND SPACING DETAILS. • FILL WALL 2X6 CAVITY WITH FULL THICK UN-FACED R21 BATT INSULATION • FINISH INTERIOR SIDE OF WALL WITH 1 LAYER OF 5/8" FIRECODE GYPSUM BOARD. • FINISH EXTERIOR WALL SIDE WITH EXTERIOR SHEATHING AS NOTED ON STRUCTURAL DRAWINGS. • WRAP EXTERIOR BUILDING WITH WEATHER RESISTANT BARRIER (WRB). • REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING MATERIAL. FIRE TEST: UL DESIGN NO. U-356 (RE: SHEET AD1.2.2 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER). EXTERIOR UNIT SIDE ONE LAYER 5/8" F.C. GYPSUM BOARD EXTERIOR SHEATHING W.R.B., TYPICAL EXTERIOR CLADDING; REFER TO EXTERIOR ELEVATION FOR MATERIAL CHANGE LOCATIONS.2X6 WOOD STUDS 2X6 WOOD STUDS PARTITION TYPE W1.1 -FROM SHEATHING TO SHEATHING WITH 2X6 WOOD STUDS (REFER TO STRUCTURAL FOR STUD SPACING) EXTERIOR INTERIOR ONE LAYER 5/8" GYPSUM BOARD EXTERIOR SHEATHING W.R.B., TYPICALEXTERIOR CLADDING; REFER TO EXTERIOR ELEVATION FOR MATERIAL CHANGE LOCATIONS. NOTES: EXPOSED TO FIRE ON INTERIOR FACE ONLY • 2X6 WOOD STUDS. RE: STRUCTURAL DRAWINGS FOR FRAMING AND SPACING DETAILS. • FILL WALL CAVITY WITH FULL THICK UN-FACED R21 BATT INSULATION • FINISH INTERIOR SIDE OF WALL WITH 1 LAYER OF 5/8" FIRECODE GYPSUM BOARD. • FINISH EXTERIOR WALL SIDE WITH EXTERIOR SHEATHING AS NOTED ON STRUCTURAL DRAWINGS. • WRAP EXTERIOR BUILDING WITH WEATHER RESISTANT BARRIER (WRB). • REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING MATERIAL. FIRE TEST: UL DESIGN NO. U-356 (RE: SHEET AD1.2.2 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER). ONE LAYER 5/8" F.C. GYPSUM BOARD ON EACH SIDE PARTITION TYPE W2.1a - 2 ROWS OF 2X4 OR 2X6 WOOD STUDS (REFER TO STRUCTURAL FOR STUD SPACING) NOTES: • 2 ROWS OF 2X4 OR 2X6 WOOD STUDS. RE: STRUCTURAL DRAWINGS FOR DETAILS. • TYPICAL 1" AIR SPACE BETWEEN STUDS. • FILL EACH SIDE OF WALL CAVITY WITH FULL THICK UN-FACED R-11 BATT INSULATION. • FINISH EACH SIDE OF WALL WITH 5/8" FIRECODE GYPSUM BOARD. • SHEAR WALL TO BE LOCATED IN THE AIR SPACE AND ATTACHED TO ONE SIDE OF THE UNIT WALL. FIRE TEST: GA FILE NO. WP-3269 (RE: SHEET AD1.2.2 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER). UNIT UNIT UN-FACED BATT INSULATION ON EACH SIDE1" A.S.2X4 OR 2X6 FRAMING. RE: UNIT PLANS 5/8" F.C. GYPSUM BOARD AT EVERY 10'-0" HORIZONTALLY ATTACH TO ONE SIDE ONLY OF FRAMING STC RATING=50 TO 54 (BASIS OF DESIGN: NOAL 17-0837, 8-25-17) RE: AD1.2.2 FOR SOUND TEST DATA & ADDITIONAL INFO. 2X4 OR 2X6 WOOD STUDS. PARTITION TYPE W4.1c - 2X4 OR 2X6 WOOD STUDS (REFER TO STRUCTURAL FOR STUD SPACING) NOTES: • 2X4 OR 2X6 WOOD STUDS. RE: STRUCTURAL DRAWINGS FOR DETAILS/SPACING. • FINISH ONE SIDE OF WALL WITH ONE LAYER OF 5/8" GYPSUM BOARD. • NO FIRE RATING REQUIRED AS PRESCRIBED IN 2021 IBC CHAPTER 6, TABLE 601 NONBEARING WALLS AND PARTITIONS (TYPE V). INTERIOR UNIT ROOM 2' - 0" MAX.ONE LAYER 5/8" GYPSUM BOARD UNIT ONE LAYER 5/8" F.C. GYPSUM BOARD ONE LAYER 5/8" F.C. GYPSUM BOARD ON 1/2" RESILIENT CHANNELS NOTES: • 2X4 OR 2X6 WOOD STUDS. RE: STRUCTURAL DRAWINGS FOR STUD SPACING AND ATTACHMENT DETAILS. • 1/2" RESILIENT CHANNELS ON CORRIDOR SIDE. • FINISH EACH SIDE OF WALL WITH ONE LAYER OF 5/8" FIRECODE GYPSUM BOARD. • SHEAR WALL TO BE INSTALLED ON THE UNIT SIDE. FIRE TEST: UL DESIGN NO. U305 REFER: SHEET AD1.2.3 CORRIDOR 2X4 OR 2X6 WOOD STUDS R-13 UN-FACED BATT INSULATION ON 2X4 AND R-19 UN-FACED BATT INSULATION ON 2X6 WOOD STUDS PARTITION TYPE W3.1a -2X4 OR 2X6 WOOD STUDS (REFER TO STRUCTURAL FOR STUD SPACING) STC RATING=56 RE: AD1.2.3 FOR SOUND TEST DATA & ADDITIONAL INFO. 2X4 OR 2X6 WOOD STUDS. PARTITION TYPE W4.1a - 2X4 OR 2X6 WOOD STUDS (REFER TO STRUCTURAL FOR STUD SPACING) INTERIOR INTERIOR 2' - 0" MAX. ONE LAYER 5/8" F.C. GYPSUM BOARD ON EACH SIDE NOTES: • 2X4 OR 2X6 WOOD STUDS. RE: STRUCTURAL DRAWINGS FOR DETAILS/SPACING. • FINISH EACH SIDE OF WALL WITH ONE LAYER OF 5/8" FIRECODE GYPSUM BOARD. FIRE TEST: UL DESIGN NO. U305 (REFER: SHEET AD1.2.3 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER). PARTITION TYPE W4.1b -2X4 OR 2X6 WOOD STUDS (REFER TO STRUCTURAL FOR STUD SPACING) NOTES: • 2X4 OR 2X6 STUDS. RE: STRUCTURAL DRAWINGS FOR DETAILS / SPACING. • FINISH EACH SIDE OF WALL WITH (2) LAYERS OF 5/8" FIRECODE GYPSUM BOARD. FIRE TEST: U301 (RE: SHEET AD1.2.4 FOR FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER). INTERIOR INTERIOR 2' - 0" MAX. TWO LAYERS 5/8" F.C. GYPSUM BOARD ON EACH SIDE PARTITION TYPE W5.1 NOTES: FIRE WALL -2 HOUR RATED 66'-0" MAXIMUM HEIGHT: • (2) LAYERS OF 1" X 24" PROPRIETARY TYPE X GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM PANEL. (NLB) • A MIN. 3/4" AIR SPACE MUST BE MAINTAINED BETWEEN STEEL COMPONENTS AND ADJACENT FRAMING • SECURE H STUDS TO WOOD FRAMING WITH BREAKAWAY ALUMINUM CLIP ANGLES • RUN CORE BOARD WALL CONTINUOUS FROM CONCRETE SLAB TO WITHIN 1" OF ROOF DECK. • FILL GAP BETWEEN 1" ROOF DECK AND TOP OF CEILING RUNNER WITH 2 HOUR RATED NON COMBUSTIBLE FILLER. • FIRE BARRIER WALL SYSTEM IS INSERTED BETWEEN 2X4 OR 2X6 WALL. • FILL EACH SIDE OF WALL CAVITY WITH FULL UN-FACED R-11 BATT INSULATION. • FINISH EACH SIDE OF WALL WITH 5/8" FIRECODE GYPSUM BOARD. FIRE TEST: UL DESIGN NO. U-347 (RE: SHEET AD1.2.5 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTRURER). STAIR 2X4 OR 2X6 FRAMING. RE: UNIT PLANS2 HR AREA SEPARATION FIRE WALL STEEL "H" STUDS ALUMINUM ANGLE BURN CLIPS ON BOTH SIDES. RE: ASSEMBLY FOR SPACING UN-FACED BATT INSULATION 4" A.S.1"2"1"UNIT STC RATING=60 TO 64 ( TEST: RAL TLO5-199, 11-17-05 RE: AD1.2.5 FOR SOUND TEST DATA & ADDITIONAL INFO. PARTITION TYPE W6.3 -FROM FACE OF CMU TO FACE OF GYPSUM BOARD NOTES: • CONCRETE BLOCK WALL -(8" X 16" NOMINAL). • BLOCK LAID IN FULL BED OF MORTAR, NOMINAL 3/8" THICK. • REFER TO STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS. • 7/8" GALVANIZED METAL FURRING CHANNELS (REFER TO STRUCTURAL FOR SPACING). • ONE LAYER OF 5/8" F.C. EXTERIOR GRADE GYPSUM BOARD OVER STUD WALL. FIRE TEST: UL DESIGN NO. U-905 (RE: SHEET AD1.24 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER). 8" CMU WALLELEVATOR CORRIDOR 7/8" GALV. METAL F.C. UN-FACED BATT INSULATION PARTITION TYPE W6.3a -FROM FACE OF CMU TO FACE OF GYPSUM BOARD NOTES: • CONCRETE BLOCK WALL -(8" X 16" NOMINAL). • BLOCK LAID IN FULL BED OF MORTAR, NOMINAL 3/8" THICK. • REFER TO STRUCTURAL DRAWINGS FOR REINFORCING REQUIREMENTS. • TYPICAL 1" AIR SPACE. • 2X4 OR 2X6 WOOD STUDS (REFER TO STRUCTURAL FOR SPACING). • FILL WALL CAVITY WITH FULL THICK R-11 BATT INSULATION. • 1 LAYER OF 5/8" F.C. GYPSUM BOARD OVER STUD WALL. FIRE TEST: UL DESIGN NO. U-905 (RE: SHEET AD1.2.4 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER). ELEVATOR INTERIOR 8" CMU WALL 2X4 OR 2X6 WOOD STUDS AT UNIT SIDE RE: UNIT PLANS 1 LAYER 5/8" F.C. GYPSUM BOARD1" A.S.PARTITION TYPE W6.2 NOTES: • 25 MSG GAL. STEEL "J" SHAPED RUNNERS MIN. 2-1/2" WIDE W/ UNEQUAL LEGS OF 1" AND 2-1/4" AT FLOOR, SIDE & CEILING (POSITION SHORT LEG TOWARD CORRIDOR) • "C-T" OR "C-H" SHAPED STEEL STUDS 1-5/8" SPACED AT 24" O.C. RE: STRUCTURAL DRAWINGS FOR FRAMING AND DETAILS • FINISH SHAFT SIDE OF WALL WITH 1 LAYER OF 1" THICK GYPSUM WALL BOARD NOMINAL 24" WIDTH. PANELS INSERTED BETWEEN "J" RUNNERS AND "C-T" OR "C-H" STUDS • ON CORRIDOR SIDE OF WALL INSTALL 2 LAYERS OF 5/8" FIRECODE GYPSUM BOARD. • TO ALIGN CORRIDOR FINISH GYP, INSTALL 7/8" HAT CHANNEL ON CORRIDOR SIDE. • INSTALL 1 LAYER OF 5/8" F.C. GYPSUM BOARD OVER 7/8" CHANNEL. FIRE TEST: UL DESIGN NO. U-428 (RE: SHEET AD1.2.5 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER). CORRIDOR 1 LAYER OF 1" GYPSUM WALL BOARD 2 LAYERS 5/8" F.C. GYPSUM BOARD "C-T" OR "C-H" SHAPED STUDS 1 1/2"24" O.C. SHAFT "J' SHAPED RUNNERS 1" A.S.7X8" HAT CHANNEL ON CORRIDOR SIDE 1 LAYER 5/8" F.C. GYPSUM BOARD TWO LAYERS 5/8" F.C. GYPSUM BOARD ON EACH SIDE PARTITION TYPE W2.1b - 2 ROWS OF 2X4 OR 2X6 WOOD STUDS (REFER TO STRUCTURAL FOR STUD SPACING) NOTES: • 2 ROWS OF 2X4 OR 2X6 WOOD STUDS. RE: STRUCTURAL DRAWINGS FOR DETAILS. • TYPICAL 1" AIR SPACE BETWEEN STUDS. • FILL EACH SIDE OF WALL CAVITY WITH FULL THICK UN-FACED BATT INSULATION. • FINISH EACH SIDE OF WALL WITH (2) LAYERS 5/8" FIRECODE GYPSUM BOARD. FIRE TEST: GA FILE NO. WP-3820 (RE: SHEET AD1.2.2 FOR FIRE TEST SYSTEM AND APPROVED PRODUCT & MANUFACTURER). UNIT UNIT UN-FACED BATT INSULATION ON EACH SIDE1" A.S.2X4 OR 2X6 FRAMING. RE: UNIT PLANS 5/8" F.C. GYPSUM BOARD AT EVERY 10'-0" HORIZONTALLY ATTACH TO ONE SIDE ONLY OF FRAMING STC RATING=58 (BASIS OF DESIGN: NGC-3056) RE: AD1.2.2 FOR SOUND TEST DATA & ADDITIONAL INFO. 2X4 OR 2X6 WOOD STUDS. PARTITION TYPE W4.1 - 2X4 OR 2X6 WOOD STUDS (REFER TO STRUCTURAL FOR STUD SPACING) INTERIOR INTERIOR 2' - 0" MAX. ONE LAYER 5/8" GYPSUM BOARD ON EACH SIDE NOTES: • 2X4 OR 2X6 WOOD STUDS. RE: STRUCTURAL DRAWINGS FOR DETAILS/SPACING. • FINISH EACH SIDE OF WALL WITH ONE LAYER OF 5/8" GYPSUM BOARD.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261 1/2" = 1'-0" 3/17/2026 9:40:00 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.2.1 WALL TYPES 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1 1/2" = 1'-0" EXTERIOR WALL (1HR)W1.1a SCALE: 1 1/2" = 1'-0" EXTERIOR WALL (1 HR)W1.1 SCALE: 1 1/2" = 1'-0" TENANT SEPARATION WALL (1HR)W2.1a GENERAL NOTES 1. DRAWINGS OF ASSEMBLIES ARE INDICATIVE OF THE FIRE RATED ASSEMBLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE ACTUAL FIRE TEST ASSEMBLY AND TO FOLLOW THE REQUIREMENTS INDICATED IN THE TEST ASSEMBLY. COPIES OF THE ASSEMBLIES ARE INCLUDED IN OUR DRAWINGS FOR REFERENCE AND CONVENIENCE. IF THEY ARE ILLEGIBLE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE LEGIBLE COPIES FOR THE JOB SITE. 2. ALL ELECTRICAL AND PLUMBING PENETRATIONS IN RATED ASSEMBLIES SHALL BE FIRESTOPPED AT TOP, BOTTOM, AND SIDES WITH AN APPROVED FIRE SEALANT EQUAL TO ASSEMBLY RATING. 3. ALL INSULATION SHALL BE OF NON-CONBUSTIBLE MATERIAL. 4. CONTRACTOR SHALL COMPLY WITH MANUFACTURER'S INSTALLATION GUIDELINES AND SPECIFICATION WHEN INSTALLING ROOFING MATERIAL ON SPECIFIED UL ASSEMBLY. 5. AT TIME OF ISSUE FOR PERMIT DRAWINGS, ALL FIRE TESTED ASSEMBLIES ARE CURRENT WITH TESTED UL ASSEMBLY NUMBER IN DRAWING SET. UL ASSEMBLY NUMBERS CHANGE FREQUENTLY DUE TO ADDITIONS OR NEWLY APPROVED ASSEMBLIES. CONTRACTOR SHALL CONFIRM ASSEMBLIES IN AD1.2 DRAWING SERIES OF I.F.C. SET ARE STILL CURRENT. CONTRACTOR SHALL NOTIFY ARCHITECT OF DISCREPANCIES ENCOUNTERED. 6. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS. 7. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR CLADDING LOCATION. FINAL CLADDING COLOR SELECTION SHALL BE MADE ON PROJECT PER OWNER'S APPROVED MOCK-UP. 8. ALL DIAGRAMS ARE DRAWN IN PLAN VIEW. EXTERIOR FINISH LEGEND EF1 EF2 HORIZONTAL FIBER CEMENT SIDING STUD WALLS: FIBER CEMENT VERTICAL SIDING PANELS, MECHANICALLY ATTACHED (WITH CORROSION RESISTANT FASTENERS) OVER WEATHER RESISTANT BARRIER (WRB) OVER EXTERIOR SHEATHING. INSTALL PER MANUFACTURER INSTALLATION INSTRUCTIONS. REFER TO EXTERIOR ELEVATION DRAWINGS FOR LOCATION AND STYLE. BRICK VENEER STUD WALLS: BRICK VENEER AS SHOWN ON BUILDING PLANS AND ELEVATIONS OVER WEATHER RESISTIVE BARRIER (WRB), ATTACHED WITH GALVANIZED ADJUSTABLE ANCHOR TIES (2-PIECE SURFACE MOUNT STYLE AT MIN. 14 OR 12 GAUGE, REFER TO STRUCTURAL DRAWINGS FOR ANCHORAGE DETAILS) ATTACHED TO STUDS THROUGH EXTERIOR SHEATHING. ALL TIES SHALL BE SPACED PER STRUCTURAL ENGINEERS' REQUIREMENTS FOR VERTICAL AND HORIZONTAL SPACING. NOTES: 1. REFER TO EXTERIOR ELEVATION DRAWINGS FOR LOCATION AND COLOR. 2. ALL MANUFACTURER INSTALLATION INSTRUCTIONS SHALL SUPERSEDE. FIBER CEMENT PANEL - REVERSE BOARD AND BATTEN 1X2 NOMINAL (POSITIONED VERTICALLY) FIBER CEMENT BATTEN BOARDS AT 12" ON CENTER, ON SMOOTH FINISH FIBER CEMENT PANEL BOARD OVER P.T. WOOD FURRING STRIPS POSITIONED VERTICALLY OVER WEATHER RESISTANT BARRIER (WRB) OVER EXTERIOR SHEATHING. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO EXTERIOR ELEVATIONS FOR LOCATION, AND COLOR EF4 CEDAR SHAKE SIDING CEDAR SHAKES MECHANICALLY ATTACHED (WITH CORROSION RESISTANT FASTNERS) OVER NON-MOISTURE SENSITIVE VERTICAL STRIPS OVER WEATHER RESISTANT BARRIER (WRB) OVER EXTERIOR SHEATHING. INSTALL PER MANUFACTURER INSTALLATION INSTRUCTIONS. REFER TO EXTERIOR ELEVATIONS FOR LOCATION, STYLE AND COLOR. EF5 SCALE: 1 1/2" = 1'-0" INTERIOR FURRING WALL (NR)W4.1c SCALE: 1 1/2" = 1'-0" CORRIDOR BEARING WALL (1HR)W3.1a SCALE: 1 1/2" = 1'-0" INTERIOR LOAD-BEARING WALL (1HR)W4.1a SCALE: 1 1/2" = 1'-0" INTERIOR WALL (2HR)W4.1b SCALE: 1 1/2" = 1'-0" STAIR WALL (2HR)W5.1 SCALE: 1 1/2" = 1'-0" ELEVATOR WALL W/FURRING (2HR)W6.3 SCALE: 1 1/2" = 1'-0" ELEVATOR WALL & WD STUDS (2HR)W6.3a SCALE: 1 1/2" = 1'-0" SHAFT WALL (2 HR)W6.2 SCALE: 1 1/2" = 1'-0" TENANT SEPARATION WALL (2HR)W2.1b SCALE: 1 1/2" = 1'-0" INTERIOR NON-BEARING WALLW4.1 A 01/26/2026 PERMIT REVISIONS 1. Wood Studs —Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in. top and one 2 by 4 in. bottom plates. Studs laterally-braced by wood structural panel sheathing (Item 5). When Mineral and Fiber Boards* (Item 5A) are considered as bracing for the studs, the load is restricted to 76% of allowable axial load. Walls effectively fire stopped at top and bottom of wall. 2. Gypsum Board* —Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom 5/8 in. thick, 4 ft wide, applied vertically and nailed to studs and bearing plates 7 in. OC with 6d cement-coated nails, 1-7/8 in. long with 1/4 in. diam head. When Item Steel Framing Members* (Item 7 or any alternate clips), is used, gypsum panels attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When Item 7A Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle-head steel screws spaced 12 in. OC. All joints in face layers staggered with joints in base layers. AMERICAN GYPSUM CO (View Classification) —CKNX.R14196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View Classification) —CKNX.R19374 CABOT MANUFACTURING ULC (View Classification) —CKNX.R25370 CERTAINTEED GYPSUM INC (View Classification) —CKNX.R3660 CGC INC (View Classification) —CKNX.R19751 CERTAINTEED GYPSUM INC (View Classification) —CKNX.R18482 GEORGIA-PACIFIC GYPSUM L L C (View Classification) —CKNX.R2717 NATIONAL GYPSUM CO (View Classification) —CKNX.R3501 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM (View Classification) —CKNX.R7094 PANEL REY S A (View Classification) —CKNX.R21796 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (View Classification) —CKNX.R19262 THAI GYPSUM PRODUCTS PCL (View Classification) —CKNX.R27517 UNITED STATES GYPSUM CO (View Classification) —CKNX.R1319 USG BORAL DRYWALL SFZ LLC (View Classification) —CKNX.R38438 USG MEXICO S A DE C V (View Classification) —CKNX.R16089 2A. Gypsum Board* —(As an alternate to Item 2, Not Shown) —Any 5/8 in. thick 4 ft wide gypsum panels that are eligible for use in Design Nos. L501, G512 or U305, supplied by the Classified Companies listed below shown in the Gypsum Board* (CKNX) category. Applied vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. CGC INC UNITED STATES GYPSUM CO USG BORAL DRYWALL SFZ LLC USG MEXICO S A DE C V 2B. Gypsum Board* —(As an alternate to Item 2, Not Shown) —5/8 in. thick 4 ft wide gypsum panels applied vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. AMERICAN GYPSUM CO —Types AGX-1, M-Glass, AG-C, LightRoc CABOT MANUFACTURING ULC —Type X, 5/8 Type X, Type Blueglass Exterior Sheathing CERTAINTEED GYPSUM INC —Type C, Type X-1, Easi-Lite Type X-2 GEORGIA-PACIFIC GYPSUM L L C —Types X, Veneer Plaster Base-Type X, Water Rated-Type X, Sheathing Type-X, Soffit-Type X, Type X ComfortGuard Sound Deadening Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Types PG-11, PGS-WRS, PGI. THAI GYPSUM PRODUCTS PCL —Type C or Type X 2C. Gypsum Board* —(As an alternate to Item 2, Not Shown) —For Use with Item 5A only -5/8 in. thick 4 ft wide gypsum panels applied horizontally and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screws 1 in.and 4 in. from edges of board. Finish Rating is 25 min. CABOT MANUFACTURING ULC —5/8 Type X, Type Blueglass Exterior Sheathing GEORGIA-PACIFIC GYPSUM L L C —Type X, Veneer Plaster Base-Type X, Water Rated-Type X, Sheathing Type-X, Soffit-Type X PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Types PG-11, PGS-WRS, PGI 2D. Gypsum Board* —(As an alternate to Item 2) —Not to be used with item 7. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically only and fastened to the studs and plates with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads, 7 in. OC. NATIONAL GYPSUM CO —Type SBWB 2E Gypsum Board* —(As an alternate to Items 2 through 2D) —Nominal 5/8 in. thick, 4 ft wide panels, secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type QuietRock ES. 2F. Gypsum Board* —(As an alternate to Item 2) —Not to be used with item 7. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically or horizontally and fastened to the studs and plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. CERTAINTEED GYPSUM INC —Type SilentFX 2G. Wall and Partition Facings and Accessories* —(As an alternate to Items 2 through 2F) —Nominal 5/8 in. thick, 4 ft wide panels, secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type QuietRock 527. 2H. Gypsum Board* —(As an alternate to Item 2) —5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CERTAINTEED GYPSUM INC —Type LGFC6A (finish rating 21 min), Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX 2I. Gypsum Board* —(As an alternate to Item 2) —5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. Design No. U356 January 29, 2024 Bearing Wall Rating -1 Hr Rating Exposed to Fire on Interior Face Only Bearing Wall Rating —1 Hr Rating Exposed to Fire on Exterior Face (See Item 6E) Finish Rating —23 Min or 25 Min (See Item 2C) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used —See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. AMERICAN GYPSUM CO —Types AGX-1 (finish rating 25 min.), M-Glass (finish rating 25 min.), AG-C (finish rating 25 min.), LightRoc (finish rating 25 min.) NATIONAL GYPSUM CO —Type FSK, Type FSK-G, Type FSW, Type FSW-3, Type FSW-5, Type FSW-G, Type FSK-C, Type FSW-C, Type FSMR-C, Type FSW-6, Type FSL 2J. Gypsum Board* —(As an alternate to Item 2) -5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread steel screws spaced a max 8 in. OC with the last screw 1 in. from edge of board. When used in widths other than 48 in., gypsum boards are to be installed horizontally. CERTAINTEED GYPSUM INC —Type C, Type X-1(finish rating 26 min), Easi-Lite Type X (finish rating 24 min), Easi-Lite Type X-2, Type EGRG or GlasRoc or GlasRoc Sheathing (finish rating 23 min) 3. Joints and Fastener Heads —(Not Shown) —Gypsum board joints covered with tape and joint compound. Fastener heads covered with joint compound. 4. Batts and Blankets* —Mineral fiber or glass fiber insulation, 3-1/2 in. thick, pressure fit to fill wall cavities between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf. Glass fiber insulation to be faced with aluminum foil or kraft paper and to have a min density of 0.9 pcf (min R-13 thermal insulation rating). See Batts and Blankets* (BKNV) Category in the Building Materials Directory and Batts and Blankets* (BZJZ) Category in the Fire Resistance Directory for names of Classified Companies. 4A. Fiber, Sprayed* —As an alternate to Batts and Blankets (Item 4) —Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product. Applegate Greenfiber Acquisition LLC —Insulmax and SANCTUARY are to be used for dry application only. 4B. Fiber, Sprayed* —As an alternate to Item 4 and 4A —Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 lb/ft3. NU-WOOL CO INC —Cellulose Insulation 4C. Fiber, Sprayed* —As an alternate to Batts and Blankets (Item 4) —Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3. INTERNATIONAL CELLULOSE CORP —Celbar-RL 4D. Fiber, Sprayed* —As an alternate to Batts and Blankets (Item 4) —Spray applied, granulated mineral fiber material. The fiber is applied with adhesive, at a minimum density of 4.0 pcf, to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC —Type Rockwool Premium Plus 5. Wood Structural Panel Sheathing —Min 7/16 in. thick, 4 ft wide wood structural panels, min grade "C-D" or "Sheathing". Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or perpendicular to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs. 5A. Mineral and Fiber Boards* —As an alternate to Item 5 -Min 1/2 in. thick, 4 ft wide sheathing, installed vertically to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 1-1/2 in. long galvanized roofing nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs. As an option a weather resistive barrier may be applied over the Mineral and Fiber Boards. 6. Exterior Facings —Installed in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the sheathing: A. Vinyl Siding —Molded Plastic* —Contoured rigid vinyl siding having a flame spread value of 20 or less. See Molded Plastic (BTAT) category in the Building Materials Directory for names of manufacturers. B. Particle Board Siding —Hardboard exterior sidings including patterned panel or lap siding. C. Wood Structural Panel or Lap Siding —APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP-108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. D. Cementitious Stucco —Portland cement or synthetic stucco systems with self-furring metal lath or adhesive base coat. Thickness from 3/8 to 3/4 in., depending on system. E. Brick Veneer —Any type on nom 4 in. wide brick veneer. When brick veneer is used, the rating is applicable with exposure on either face. Brick veneer fastened with corrugated metal wall ties attached over sheathing to wood studs with 8d nail per tie: ties spaced not more than each sixth course of brick and max 32 in. OC horizontally. One in. air space provided between brick veneer and sheathing. F. Exterior Insulation and Finish System (EIFS) —Nom 1 in. Foamed Plastic* insulation bearing the UL Classification Marking, attached over sheathing and finished with coating system, or Portland cement or synthetic stucco systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRYX and CCVW) categories for names of Classified companies. G. Siding —Aluminum or steel siding attached over sheathing to studs. H. Fiber-Cement Siding —Fiber-cement exterior sidings including smooth and patterned panel or lap siding. I. Wall and Partition Facings and Accessories* —Stone veneer is mortar bonded to a lath, scratch coat and water resistant barrier applied to sheathing, installed in accordance with the manufacturers installation instructions, and meeting the requirements of local code agencies. ELDORADO STONE OPERATIONS L L C —Type Eldorado Stone J. Cementitious Backer Units —1/2 in. or 5/8 in., min. 32 in. wide.-Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum 3/4 in., spaced a max of 8 in. OC. Horizontal joints need not be backed by framing. When Cementitious Backer Units are used, the rating is applicable with exposure on either face. Cementitious Backer Units for use as substrate for exterior finishes such as ceramic tile, slate, marble, natural stone, manufactured stone, thin brick, or Portland cement or synthetic stucco. NATIONAL GYPSUM CO —Type PermaBase K. Building Units –1 in., 2 in. or 3 in. thick, 4 ft. wide composite exterior cement backer board with rigid insulation, finished with ceramic tile, marble, natural stone, manufactured stone, thin brick, Portland cement or synthetic stucco. NATIONAL GYPSUM CO –Type PBCI 6A. Building Units* —As an alternate to Exterior Facing Item 6 —Insulated steel panels, 12 through 42 in. wide. Attached over sheathing through retainer clips to studs or support steel with No. 14 hex head self-tapping screws located at each joint in the concealed lip of the units and spaced in accordance with the structural design requirements. KINGSPAN INSULATED PANELS INC —Types KS series with Kingspan PIR core, 3in. nominal thickness; or Designwall 2000 or Designwall 4000D, 2 or 3 in. nominal thickness. 7. Steel Framing Members* —(Optional, Not Shown) —Furring Channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members* —Used to attach furring channels (Item 7A) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C —Types RSIC-1, RSIC-1 (2.75). 7A. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 7) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. Two layers of gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members* —Used to attach furring channels (Item 7Aa) to interior side of studs. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC —Type Isomax. 7B. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 7) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members* —Used to attach furring channels (Item a) to studs. Clips spaced 48 in. OC. Genie clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. PLITEQ INC —Type Genie Clip 7C. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 7) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.Gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members* —Used to attach furring channels (Item 7Ca) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS —RESILMOUNT Sound Isolation Clips -Type A237R 7D. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 7) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 7Db. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members* —Used to attach furring channels (Item 7Da) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA —Type SonusClip 7E. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 7) —Resilient channels and Steel Framing Members as described below: a. Resilient Channels —Formed of No. 25 MSG galv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with two No. 8 15 x 1/2 in. Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 2. b. Steel Framing Members* —Used to attach resilient channels (Item 7Ea) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw. KEENE BUILDING PRODUCTS CO INC —Type RC+ Assurance Clip 7F. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 7) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 2. b. Steel Framing Members* —Used to attach furring channels (Item 7Fa) to studs. Clips spaced maximum 48 in. OC. Clips secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS —Type ClarkDietrich Sound Clip 8. Non-Bearing Wall Partition Intersection —(Optional) —Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non- bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2024-01-29 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:40:04 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.2.2 UL DESIGN U356 & GA FILE NO. WP3269 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026NOT TO SCALE GA-FILE-NO-WP-3269W2.1a NOT TO SCALE UL DESIGN NO. U356W1.1a W1.1 SCALE: 12" = 1'-0" GA-FILE-NO-WP-3820W2.1b A 01/26/2026 PERMIT REVISIONS 1. Wood Studs —Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 2. Joints and Nail-Heads —Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound. 3. Gypsum Board* —5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally. For an alternate method of attachment of gypsum panels, refer to Items 6 through 6F, Steel Framing Members*. When Items 6, 6B, 6C, 6D, 6E, or 6F, Steel Framing Members*, are used, gypsum panels attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When Item 6A, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle-head steel screws spaced 12 in. OC. All joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7, resilient channels are used, 5/8 in. thick, 4 ft wide gypsum panels applied vertically. Screw attached furring channels with 1 in. long, self-drilling, self-tapping Type S or S-12 steel screws spaced 8 in. OC, vertical joints located midway between studs. AMERICAN GYPSUM CO —Types AGX-1(finish rating 23 min.), M-Glass (finish rating 23 min.), Type AGX-11 (finish rating 26 min), Type AGX-12 (finish rating 22 min), Type LightRoc (finish rating 23 min.) or Type AG-C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO —Type DBX-1 (finish rating 24 min) CABOT MANUFACTURING ULC —Type X (finish rating 22 min), 5/8 Type X, Moisture Resistant Type X, Gypsum Sheathing Type X, Mold & Mildew Resistant Type X and Mold & Mildew Resistant AR Type X, Type Blueglass Exterior Sheathing CERTAINTEED GYPSUM INC —Type C, Type X-1 (finish rating 26 min); Type EGRG or GlasRoc (finish rating 23 min), GlasRoc-2, Type Habito (finish rating 26 min), Type LWTX (finish rating 18 min), Type LGFC6A (finish rating 34 min), Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX (finish rating 21 min), Type CLLX (finish rating 24 min) CGC INC —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type ULX (finish rating 22 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min), Type ULIX (finish rating 20 min) GEORGIA-PACIFIC GYPSUM L L C —Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish rating 26 min), Type DGG (finish rating 20 min), Type GPFS1 (finish rating 20 min), Type GPFS2 (finish rating 20 min), Type GPFS6 (finish rating 26 min), Type DS, Type DAP, Type DD (finish rating 20 min), Type DA, Type DAPC, Type LS (finish rating 23 min), Type X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing -Type X, Soffit -Type X, Type LWX (finish rating 22 min), Veneer Plaster Base-Type LWX (finish rating 22 min), Water Rated-Type LWX (finish rating 22 min), Sheathing Type-LWX (finish rating 22 min), Soffit-Type LWX (finish rating 22 min), Type DGLW (finish rating 22 min), Water Rated-Type DGLW (finish rating 22 min), Sheathing Type-DGLW (finish rating 22 min), Soffit-Type DGLW (finish rating 22 min), Type LWX (finish rating 22 min), Type LW2X (finish rating 22 min), Veneer Plaster Base -Type LW2X (finish rating 22 min), Water Rated -Type LW2X (finish rating 22 min), Sheathing -Type LW2X (finish rating 22 min), Soffit -Type LW2X (finish rating 22 min), Type DGL2W (finish rating 22 min), Water Rated -Type DGL2W (finish rating 22 min), Sheathing - Type DGL2W (finish rating 22 min) NATIONAL GYPSUM CO —Type FSK (finish rating 20 min), Type FSK-G (finish rating 20 min), Type FSW (finish rating 20 min), Type FSW-2 (finish rating 24 min), Type FSW-3 (finish rating 20 min), Type FSW-5 (finish rating 22 min), Type FSW-G (finish rating 20 min), Type FSK-C (finish rating 20 min), Type FSW-C (finish rating 20 min), Type FSMR-C, Type FSW-6 (finish rating 20 min), Type FSL (finish rating 24 min), Type FSW-8, Type FSLX (finish rating 21 min), Type RSX (finish rating 26 min). NATIONAL GYPSUM CO —Riyadh, Saudi Arabia —Type FR, or WR. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Types C, PG-2 (finish rating 20 min), PG-3 (finish rating 20 min), Types PG-3W, PG-5W (finish rating 20 min), Type PG-4 (finish rating 20 min), Type PG-6 (finish rating 23 min), Types PG-3WS, PG-5WS, PGS- WRS (finish rating 20 min), Types PG-5, PG-9 (finish rating 26 min), PG-11 PG-13 (Nails increased to 2 in.), Type PG-C or PGI (finish rating 26 min) PANEL REY S A —Type ARX, GREX, GRIX, PRX, PRC, PRC2; Types RHX, Guard Rey, MDX, ETX (finish rating 22 min), PRX2 (finish rating 21 min) SIAM GYPSUM INDUSTRY (SARABURI) CO LTD —Type EX-1 (finish rating 26 min) THAI GYPSUM PRODUCTS PCL —Type C, Type X (finish rating 26 min) UNITED STATES GYPSUM CO —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FRX-G (finish rating 29 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type SGX (finish rating 24 min), Type ULX (finish rating 22 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type ULIX (finish rating 20 min), Type SCX (finish rating 24 min) USG BORAL DRYWALL SFZ LLC —Type SGX (finish rating 24 min). USG MEXICO S A DE C V —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), SCX (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min), Type ULX (finish rating 22 min) 3A. Gypsum Board* —(As an alternate to Item 3) —5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO —Types AGX-1 (finish rating 25 min.), M-Glass (finish rating 25 min.), AG-C (finish rating 25 min.), LighttRoc (finish rating 25 min.) CERTAINTEED GYPSUM INC —Type C, Type X-1 (finish rating 26 min), Type EGRG or GlasRoc, LWTX. CGC INC —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min) NATIONAL GYPSUM CO —Type FSW (finish rating 24 min) UNITED STATES GYPSUM CO —Type AR (finish rating 24 min), Type SGX (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type FRX-G (finish rating 24 min), Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min) USG BORAL DRYWALL SFZ LLC —Types C, SCX, SGX (finish rating 24 min). USG MEXICO S A DE C V —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-X1 (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type SCX, Type IP-AR (finish rating 24 min), Type IPC-AR (finish rating 24 min) 3B. Gypsum Board* —(As an alternate to Item 3) —Nom 3/4 in. thick, installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-3/8 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. CGC INC —Types AR, IP-AR UNITED STATES GYPSUM CO —Types AR, IP-AR USG MEXICO S A DE C V —Types AR, IP-AR 3C. Gypsum Board* —(As an alternate to Items 3, 3A and 3B) —5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally to one side of the assembly. Installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-1/4 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. Joint covering (Item 2) not required. CGC INC —Type SHX UNITED STATES GYPSUM CO —Type SHX USG MEXICO S A DE C V —Type SHX Design No. U305 February 16, 2024 Bearing Wall Rating —1 Hr Finish Rating —See Items 3, 3A, 3D, 3E, 3F, 3G, 3H, 3J and 3L. STC Rating -56 (See Item 9) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used —See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 3D. Gypsum Board* —(As an alternate to Items 3, 3A, 3B, or 3C —Not Shown) —For Direct Application to Studs Only-Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RAY-BAR ENGINEERING CORP —Type RB-LBG (finish rating 24 min) 3E. Gypsum Board* —(As an alternate to Items 3, 3A, 3B, 3C, and 3D) —5/8 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of board or nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. GEORGIA-PACIFIC GYPSUM L L C —Type DGG (finish rating 20 min), GreenGlass Type X (finish rating 23 min) 3F. Gypsum Board* —(As an alternate to Items 3, 3A, 3B, 3C, 3D, and 3E) —5/8 in. glass-mat faced with square edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC around the perimeter and in the field with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Nails shall be placed 1 inch and 3 inch from horizontal joints and 7 inch OC thereafter. CGC INC —Type USGX (finish rating 22 min) UNITED STATES GYPSUM CO —Type USGX (finish rating 22 min.) USG BORAL DRYWALL SFZ LLC —, Type USGX (finish rating 22 min.) USG MEXICO S A DE C V —Type USGX (finish rating 22 min.) 3G. Gypsum Board* —(As an alternate to Items 3 through 3F) —5/8 in. thick paper surfaced applied vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. GEORGIA-PACIFIC GYPSUM L L C —Type X ComfortGuard Sound Deadening Gypsum Board (finish rating 27 min) 3H. Gypsum Board* —(As an alternate to Items 3) —Not to be used with items 6 or 7. 5/8 in. thick paper surfaced applied vertically only. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. NATIONAL GYPSUM CO —Type SBWB 3I. Gypsum Board* —(As an alternate to Items 3 through 3H, Not Shown) —Nominal 5/8 in. thick, 4 ft wide panels, applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Panel joints covered with paper tape and two layers of joint compound. Nailheads covered with two layers of joint compound. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type QuietRock ES (finish rating 20 min) 3J. Gypsum Board* —(As an alternate to Item 3) —5/8 in. thick paper surfaced applied vertically or horizontally. Gypsum panels secured with 1-1/4 in. Type W coarse thread gypsum panel steel screws spaced a maximum of 12 in. OC. CERTAINTEED GYPSUM INC —Type SilentFX 3K. Gypsum Board* —(As an alternate to Item 3) —5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 8 in. OC with the last screw 1 in. from the edge of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. NATIONAL GYPSUM CO —Type FSK (finish rating 20 min), Type FSK-G (finish rating 20 min), Type FSW (finish rating 20 min), Type FSW-2 (finish rating 24 min), Type FSW-3 (finish rating 20 min), Type FSW-5 (finish rating 22 min), Type FSW-G (finish rating 20 min), Type FSK-C (finish rating 20 min), Type FSW-C (finish rating 20 min), Type FSMR-C, Type FSW-6 (finish rating 20 min), Type FSL (finish rating 24 min). 3L. Gypsum Board* —(As an alternate to Item 3) —For Direct Application to Studs Only —Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 10 ft long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, max 5/16 in. diam by max 0.140 in. thick. compression fitted or adhered over the screw heads. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". MAYCO INDUSTRIES INC —"X-Ray Shielded Gypsum" 3M. Gypsum Board* —(As an alternate to Items 3) —For Direct Application to Studs Only —For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. RADIATION PROTECTION PRODUCTS INC —Type RPP -Lead Lined Drywall 3N. Gypsum Board* —(As an alternate to Item 3) —5/8 in. thick, 4 ft. wide, applied horizontally or vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item 3 or 3A. CERTAINTEED GYPSUM INC —Easi-Lite Type X (finish rating 24 min), Easi-Lite Type X-2 (finish rating 24 min) 3O. Wall and Partition Facings and Accessories* —(As an alternate to Item 3, Not Shown) —Nominal 5/8 in. thick, 4 ft wide panels, applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Panel joints covered with paper tape and two layers of joint compound. Nailheads covered with two layers of joint compound. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type QuietRock 527 (finish rating 24 min). 3P. Gypsum Board* —(As an alternate to Item 3, Not Shown) —Two layers nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by wood studs. Horizontal joints on the same side between face and base layers need not be staggered. Base layer gypsum panels fastened to studs with 1-1/4 in. long drywall nails spaced 8 in. OC. Face layer gypsum panels fastened to studs with 1-7/8 in. long drywall nails spaced 8 in. OC starting with a 4" stagger. NATIONAL GYPSUM CO —Type FSW (finish rating 25 min) 3Q. Gypsum Board* —(As an alternate to Item 3) —5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CERTAINTEED GYPSUM INC —Type LGFC6A (finish rating 21 min), Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX 3R. Gypsum Board* —(As an alternate to Item 3. For use with Item 5H) —Any 5/8 in. thick, 4 ft. wide, Gypsum Board listed in Item 3 above. Applied either horizontally or vertically, and screwed to panels with 1-5/8 in. long Type W coarse thread steel screws at 8 in. OC at perimeter and in the field with the last two screws 4 and 3/4 in. from the edges of the board when applied as the base layer.When used in widths other than 48 in., gypsum panels are to be installed horizontally. 3S. Gypsum Board* —3/4 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels secured as described in Item 3 with nail length increased to 2 in. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type PG-13 3T. Wall and Partition Facings and Accessories* —(As an alternate to 5/8 in. thick board as outlined in Item 3) —Nominal 1-3/8 in. thick, 4 ft wide panels, applied vertically or horizontally. Fastened with #6 x 2 in. long drywall screws spaced 8 in. OC along the perimeter and 12 in. OC in the field. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type QuietRock 545 3U. Gypsum Board* —(As an alternate to Item 3 -For use with Foamed Plastic products, Item 5J) —5/8 in. thick, 4 ft. wide, applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. AMERICAN GYPSUM CO —Types AGX-1 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO —Type DBX-1 CABOT MANUFACTURING ULC —Type X CERTAINTEED GYPSUM INC —Type X CGC INC —Type SCX PANEL REY S A —Type ARX, PRX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD —Type EX-1 THAI GYPSUM PRODUCTS PCL —Type X UNITED STATES GYPSUM CO —Types SCX and SGX USG BORAL DRYWALL SFZ LLC —Types SCX and SGX USG MEXICO S A DE C V —Type SCX 3V. Gypsum Board* —(As an alternate to Item 3. For use with Item 5K) —Any 5/8 in. thick, 4 ft. wide, Gypsum Board listed in Item 3 above. Applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Gypsum panels secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. 3W. Gypsum Board* —(As an alternate to Item 3. For use with Item 5L) —Any 5/8 in. thick, 4 ft. wide, Gypsum Board listed in Item 3 above. Applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs.Gypsum panels secured to studs with 1-1/4 in. long Type W screws spaced 8 in. OC at perimeter and in the field. 4. Steel Corner Fasteners —(Optional) —For use at wall corners. Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in. wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge galv steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails. 5. Batts and Blankets* —(Optional —Required when Item 6A is used (RC-1)) —Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool insulation shall be friction-fitted to completely fill the stud cavities. CERTAINTEED CORP JOHNS MANVILLE KNAUF INSULATION LLC MANSON INSULATION INC ROCKWOOL —Types Acoustical Fire Batts and Type AFB, min. density 1.69 pcf / 27.0 kg/m3 ROCKWOOL MALAYSIA SDN BHD —Type Acoustical Fire Batts ROCK WOOL MANUFACTURING CO —Delta Board THERMAFIBER INC —Type SAFB, SAFB FF 5A. Fiber, Sprayed* —(Not Shown —Not for use with Item 6) —As an alternate to Batts and Blankets (Item 5) —Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product. When Item 6B is used, Fiber, Sprayed shall be SANCTUARY. Applegate Greenfiber Acquisition LLC —Insulmax and SANCTUARY for use with wet or dry application. 5B. Fiber, Sprayed* —(Not Shown -Not for use with Item 6) —As an alternate to Batts and Blankets (Item 5) -Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC —Cellulose Insulation 5C. Batts and Blankets* —Required for use with resilient channels, Item 7, 3 in. thick mineral wool batts, friction-fitted to fill interior of wall. THERMAFIBER INC —Type SAFB, SAFB FF 5D. Glass Fiber Insulation —(As an alternate to Item 5C) —3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, friction-fitted to fill the interior of the wall. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5E. Batts and Blankets* —(Required for use with Wall and Partition Facings and Accessories, Item 3D) —Glass fiber insulation, nom 3-1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction-fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. 5F. Fiber, Sprayed* —(Optional, Not Shown —Not for use with Items 6, 6A, 6B, 6C, or 6D) —As an alternate to Batts and Blankets (Item 5) and Item 5A -Spray applied granulated mineral fiber material. The fiber is applied with adhesive, at a minimum density of 4.0 pcf, to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC —Type Rockwool Premium Plus 5G. Fiber, Sprayed* —(Optional, Not Shown —Not for use with Items 6, 6A, 6B, 6C, or 6D). —As an alternate to Batts and Blankets (Item 5) and Item 5A -Brown Colored Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed stud cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3. INTERNATIONAL CELLULOSE CORP —Celbar-RL 5H. Foamed Plastic* —(Optional -For use with Item 3R) —Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. Holcim Solutions and Products US, LLC —Nexseal™ 2.0 or Nexseal™ 2.0 LE Spray Foam and Sucraseal Spray Foam. 5I. Fiber, Sprayed* —(Not Shown —Not for use with Item 6) —As an alternate to Batts and Blankets (Item 5) -Spray-applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. To facilitate the installation of the material, any thin, woven or non-woven netting may be attached by any means possible to the outer face the studs. The material shall reach equilibrium moisture content before the installation of materials on either face of the studs. The minimum dry density shall be 5.79 lbs/ft3. Applegate Greenfiber Acquisition LLC—Applegate Advanced Stabilized Cellulose Insulation 5J. Foamed Plastic* —(Optional, Not Shown -For use with Item 3U) —Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. HOLCIM SOLUTIONS AND PRODUCTS US, LLC —Types GacoEZSpray F4500, GacoProFill FR6500R, Gaco 052N, GacoOnePass F1850, GacoOnePass Low GWP F1880, and Gaco WallFoam 183M 5K. Foamed Plastic* —(Optional, Not Shown -For use with Item 3V) —Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. CARLISLE SPRAY FOAM INSULATION —Types SealTite ONE, SealTite Pro Closed Cell (CC), SealTite Pro Open Cell (OC), SealTite Pro OCX, SealTite Pro No Trim 21, SealTite Pro One Zero, Foamsulate Closed Cell, Foamsulate OCX, Foamsulate 70, and Foamsulate HFO. 5L. Foamed Plastic* -(Optional, Not Shown –For use with Item 3W) -Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. BASF CORP –Types Enertite® NM, Enertite® G, FE178®, Spraytite® 178, Spraytite® 81206, Walltite® 200, Walltite® US, Walltite® US-N, Walltite® HP+, Spraytite® Comfort XL, Walltite® XL, and Walltite® MAX. 6. Steel Framing Members* —(Optional, Not Shown) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* —Used to attach furring channels (Item 6a) to studs. Clips spaced 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C —Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75) 6A. Steel Framing Members* —(Optional, Not Shown) —Furring channels and Steel Framing Members on one side of studs as described below: a. Furring Channels —Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* —Used to attach furring channels (Item 6Aa) to one side of studs only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC —Type Isomax 6B. Steel Framing Members* —(Optional, Not Shown) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* —Used to attach furring channels (Item 6Ba) to studs. Clips spaced 48 in. OC. Genie clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. PLITEQ INC —Type Genie Clip 6C. Steel Framing Members* —(Optional, Not Shown) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* —Used to attach furring channels (Item 6Ca) to studs. Clips spaced 48 in. OC., and secured to studs with No. 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS —RESILMOUNT Sound Isolation Clips -Type A237 or A237R 6D. Steel Framing Members* —(Optional, Not Shown) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with a double strand of No. 18 AWG twisted steel wire. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* —Used to attach furring channels (Item 6Da) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA —Type SonusClip 6E. Steel Framing Members* —(Optional, Not Shown) —Resilient channels and Steel Framing Members as described below: a. Resilient Channels —Formed of No. 25 MSG galv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with two No. 8 15 x 1/2 in. Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 3. b. Steel Framing Members* —Used to attach resilient channels (Item 6Ea) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw. KEENE BUILDING PRODUCTS CO INC -Type RC+ Assurance Clip 6F. Steel Framing Members* —(Optional, Not Shown) —Furring channels and Steel Framing Members as described below: a. Furring Channels —Formed of No. 25 MSG galv steel. 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* —Used to attach furring channels (Item 6Fa) to studs. Clips spaced 48 in. OC. Clips secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS —Type ClarkDietrich Sound Clip 6G. Steel Framing Members* —(Optional, Not Shown) —Used as an alternate method to attach resilient channels to wall studs. A resilient sound isolation accessory shall be used at each attachment point of the resilient channels and spaced max 16 in. O.C. Channel ends butted and centered under the structural members and attached with one accessory at each end. Additional accessories used to hold resilient channels that support the gypsum board end joints. The accessory envelops the mounting edge of the resilient channel. The accessory and resilient channel are fastened to the structural members with the screws supplied with the accessory and per the accessory manufacturer's installation instructions. PAC INTERNATIONAL L L C —Type RC-1 Boost 7. Furring Channel —Optional —Not Shown —For use on one side of the wall -Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 5C or 5D is required. 8. Caulking and Sealants —(Not Shown, Optional) —A bead of acoustical sealant applied around the partition perimeter for sound control. 9. STC Rating —The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: A. Item 2, above —Nailheads Shall be covered with joint compound. B. Item 2, above —Joints As described, shall be covered with fiber tape and joint compound. C. Item 5, above —Batts and Blankets* The cavities formed by the studs shall be friction fit with R-19 unfaced fiberglass insulation batts measuring 6-1/4 in. thick and 15-1/4 in. wide. D. Item 6, above —Steel Framing Members* Type RSIC-1 clips shall be used to attach gypsum board to studs on either side of the wall assembly. E. Item 8, above —Caulking and Sealants (Not Shown) A bead of acoustical sealant shall be applied around the partition perimeter for sound control. F. Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B) and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. 10. Wall and Partition Facings and Accessories* —(Optional, Not Shown) —Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type QuietRock QR-500 and QR-510 11. Cementitious Backer Units* —(Optional Item Not Shown —For Use On Face Of 1 Hr Systems With All Standard Items Required) -7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide. Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO —Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus 12. Non-Bearing Wall Partition Intersection —(Optional) —Two nominal 2 by 4 in. studs or nominal 2 by 6 in. studs nailed together with two 3 in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC.vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 13. Mesh Netting —(Not Shown) —Any thin, woven or non-woven fibrous netting material attached with staples to the outer face of one row of studs to facilitate the installation of the sprayed fiber from the opposite row. 14. Mineral and Fiber Board* —(Optional, Not Shown) —For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with 2 in. long Type W steel screws, spaced 12 in. OC. The required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. HOMASOTE CO —Homasote Type 440-32 14A. Mineral and Fiber Board* —(Optional, Not Shown) —For use with Items 14B-14E) —For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with minimum 1-3/8 in. long ring shanked nails or 1-1/4 in. long Type W steel screws, spaced 12 in. OC along board edges and 24 in. OC in field of board along intermediate framing. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. HOMASOTE CO —Homasote Type 440-32 14B. Glass Fiber Insulation —(For use with Item 14A) —3-1/2 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall. See Batts and Blankets (BKNV or BZJZ) categories for names of Classified companies. 14C. Batts and Blankets* —(As an alternate to Item 14B, For use with Item 14A), 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the 3-1/2 in. face of the studs with staples placed 24 in. OC. THERMAFIBER INC —Type SAFB, SAFB FF 14D. Adhesive —(For use with Item 14A) —Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in. wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 14A). 14E. Gypsum Board* —(For use with Item 14A) —5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 14A) with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 14A). Secured to outermost studs and bearing plates with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound. Finish Rating 30 Min. AMERICAN GYPSUM CO —Type AG-C CGC INC —Types C, IP-X2, IPC-AR CERTAINTEED GYPSUM INC —Type LGFC-C/A GEORGIA-PACIFIC GYPSUM L L C —Types 5, DAPC, TG-C NATIONAL GYPSUM CO —Types FSK-C, FSW-C PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type PG-C PANEL REY S A —Type PRC THAI GYPSUM PRODUCTS PCL —Type C UNITED STATES GYPSUM CO —Types C, IP-X2, IPC-AR USG BORAL DRYWALL SFZ LLC —Type C USG MEXICO S A DE C V —Types C, IP-X2, IPC-AR 14F. Mineral and Fiber Board —(Optional, Not Shown) —For optional use as an additional layer on one side of wall -Nom 1/2 in. thick, 4 ft wide, square edge fiber boards applied vertically to studs on one side of the wall in between the wood studs and the UL Classified Gypsum Board (Item 3). Fiber boards installed with 1-1/4 in. long, Type W, bugle head, coarse thread gypsum board screws spaced 12 in. OC max, with the last screws spaced 2 in. and 6 in. from edge of board. Gypsum board (Item 3) installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. BLUE RIDGE FIBERBOARD INC —SoundStop 14G. Building Units –(Optional Item Not Shown –For use over Gypsum Board, Item 3) 1 in., 2 in. or 3 in. thick, 4 ft. wide –Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with wafer head screws of adequate length to penetrate framing by a minimum of of ¾ in., spaced a max 8 in. o.c. NATIONAL GYPSUM CO –Type PBCI * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2024-02-16 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:40:07 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.2.3 UL DESIGN U305 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026NOT TO SCALE UL DESIGN NO U305W3.1a W4.1a 1. Concrete Blocks* —Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar —Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster —Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill —If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* —(Optional-Not Shown) —1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP —EnergyShield Pro Wall Insulation, EnergyShield Pro 2 Wall Insulation, EnergyShield CGF Pro, EnergyShield Ply Pro, EnergyShield® CGF, EnergyShield® PanelCast, EnergyShield® and “EnergyShield® XR DUPONT DE NEMOURS, INC. —Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP), TUFF-R™ ci Insulation, Thermax Butler Stylwall Insulation Board and Thermax Morton Heavy Duty Insulation Board FIRESTONE BUILDING PRODUCTS CO L L C —"Enverge™ CI Foil Exterior Wall Insulation" and "Enverge™ CI Glass Exterior Wall Insulation" HUNTER PANELS, A DIVISION OF CARLISLE CONSTRUCTION MATERIALS, LLC —Types "Xci-Class A", "Xci Foil (Class A)", "Xci 286" RMAX, A BUSINESS UNIT OF SIKA CORPORATION —Types "TSX-8500", "ECOMAXci FR", "TSX-8510", "ECOMAX xi FR White", "ECOMAXci", "ECOMAXci FR Air Barrier", "Thermasheath-XP", "Thermasheath", "Durasheath" JOHNS MANVILLE —Type "AP Foil-Faced Foam Sheathing" 5A. Building Units* —As an alternate to Items 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in. ATLAS ROOFING CORP —EnergyShield® Ply HUNTER PANELS, A DIVISION OF CARLISLE CONSTRUCTION MATERIALS, LLC —"Xci NB", "Xci Ply" RMAX, A BUSINESS UNIT OF SIKA CORPORATION —"Thermasheath-SI", "ECOBASEci", "ThermaBase-CI", "ECOMAXci FR Ply", "ECOMAXci Ply". * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2023-04-14 Design No. U905 April 14, 2023 Bearing Wall Rating —2 HR. Nonbearing Wall Rating —2 HR This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used —See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Nailheads —Exposed or covered with joint compound. 2. Joints —Exposed joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. 3. Nails —6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam, 1/4 in. diam heads, and 8d cement coated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in. diam heads. 4. Gypsum Board* —5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members* (Item 6 or any alternate clips) are used, base layer attached to furring channels with 1 in. long Type S bugle- head steel screws spaced max 24 in. OC; face layer attached with 1-5/8 in. long Type S bugle-head steel screws spaced max 12 in. OC. AMERICAN GYPSUM CO —Types AGX-1, M-Glass, AG-C, AGX-11, LightRoc BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO —Type DBX-1 CABOT MANUFACTURING ULC —Type X, 5/8 Type X, Moisture Resistant Type X, Gypsum Sheathing Type X, Mold & Mildew Resistant Type X and Mold & Mildew Resistant AR Type X, Type Blueglass Exterior Sheathing CERTAINTEED GYPSUM INC —Types EGRG, GlasRoc, GlasRoc-2, Type C, Type X-1, Type LWTX CGC INC —Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, ULX, USGX, WRC, WRX CERTAINTEED GYPSUM INC —Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX, CLLX GEORGIA-PACIFIC GYPSUM L L C —Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6. LS, TG-C, Type X, Veneer Plaster Base-Type X, Water Rated-Type X, Sheathing Type-X, Soffit-Type X, GreenGlass Type X, Type LWX, Veneer Plaster Base-Type LWX, Water Rated-Type LWX, Sheathing Type-LWX, Soffit-Type LWX, Type DGLW, Water Rated-Type DGLW, Sheathing Type-DGLW, Soffit-Type DGLW, Type LW2X, Veneer Plaster Base -Type LW2X, Water Rated -Type LW2X, Sheathing -Type LW2X, Soffit -Type LW2X, Type DGL2W, Water Rated -Type DGL2W, Sheathing -Type DGL2W NATIONAL GYPSUM CO —Types eXP-C, FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSW-C, FSW-G, FSMR-C, FSL, RSX NATIONAL GYPSUM CO —Riyadh, Saudi Arabia —Type FR, or WR. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Types C, PG-2, PG-3, PG-3W, PG-4, PG-5, PG-5W, PG-5WS, PG-9, PG-11, PG-C, PGS-WRS, PGI PANEL REY S A —Types PRC, PRC2, PRX, RHX, MDX, ETX, GREX, GRIX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD —Type EX-1 THAI GYPSUM PRODUCTS PCL —Type C or Type X UNITED STATES GYPSUM CO —Types AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, ULX, USGX, WRC, WRX USG BORAL DRYWALL SFZ LLC —Types C, SCX, USGX USG MEXICO S A DE C V —Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, WRX 4A. Gypsum Board* —(As an alternate to Item 4) —Nom 3/4 in. thick, installed as described in Item 4. CGC INC —Types AR, IP-AR UNITED STATES GYPSUM CO —Types AR, IP-AR USG MEXICO S A DE C V —Types AR, IP-AR 4B. Gypsum Board* —(As an alternate to Items 4 and 4A) —5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 4. Joint covering (Item 2) not required. CGC INC —Type SHX UNITED STATES GYPSUM CO —Type SHX USG MEXICO S A DE C V —Type SHX 4C. Gypsum Board* —(As an alternate to Items 4, 4A or 4B —Not Shown) —For Direct Application to Studs Only-For use on one or both sides of the wall as the base layer or one or both sides of the wall as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-12 pan head steel screws, F4j.one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. RAY-BAR ENGINEERING CORP —Type RB-LBG. 4D. Gypsum Board* —As an Alternate to Item 4 —5/8 in. thick applied either horizontally or vertically. Inner layers fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. Outer layers fastened to framing with 1-7/8 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths other than 48 in., gypsum board to be installed horizontally. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. AMERICAN GYPSUM CO —Types AGX-1, M-Glass, AG-C, LightRoc 4E. Gypsum Board* —(As an alternate to Items 4 through 4D) —5/8 in. thick, 4 ft. wide, paper surfaced applied vertically and secured as described in Item 4. GEORGIA-PACIFIC GYPSUM L L C —Type X ComfortGuard Sound Deadening Gypsum Board 4F. Gypsum Board* —(As an alternate to Item 4) —Not to be used with item 6, 6A, 6B or 6C. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically and secured as described in Item 4. NATIONAL GYPSUM CO —Type SBWB 4G. Gypsum Board * —(As an alternate to Items 4 through 4F) —Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Types QuietRock ES 4H. Gypsum Board* —(As an alternate to Item 4) —Not to be used with item 6, 6A, 6B, or 6C. 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically or horizontally and secured as described in Item 4. CERTAINTEED GYPSUM INC —Type SilentFX 4I. Gypsum Board* —(As an alternate to item 4) —5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 1-1/4 in. long Type W steel screws spaced 8 in. OC. Outer layer attached to studs over inner layer with 2 in. long Type W steel screws spaced 8 in. OC offset 6 in. from base layer. Vertical joints located over studs. Vertical and horizontal joints between inner and outer layers staggered. Outer layer joints covered with joint tape and compound, screwheads covered with joint compound. As an alternate to the joint compound nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Wallboard other than 48 in. wide must be applied horizontally. The SoundBreak XP Type X Gypsum Board is not to be used with Item 6, 6A, 6B, or 6C. NATIONAL GYPSUM CO —Types eXP-C, FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-6, FSW-C, FSW-G, FSMR-C, SBWB 4J. Gypsum Board* —(As an alternate to Items 4) —For Direct Application to Studs Only-For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 10 ft long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, max 5/16 in. diam by max 0.140 in. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. MAYCO INDUSTRIES INC —"X-Ray Shielded Gypsum" 4K. Gypsum Board* —For use with Item 7 —5/8 in. thick, two layers applied vertically. Inner layer attached to resilient channels with 1 in. long steel screws spaced 8 in. OC. Outer layer attached to resilient channels over inner layer with 1-5/8 in. long steel screws spaced 8 in. OC. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. Insulation, Items 8 or 9 is required. AMERICAN GYPSUM CO —Types AGX-1, M-Glass, AG-C, AGX-11 NATIONAL GYPSUM CO —Types eXP-C, FSK, FSK-C, FSK-G, FSW, FSW-3, FSW-5, FSW-6, FSW-C, FSW-G, FSMR-C, SBWB. CERTAINTEED GYPSUM INC —Types EGRG, GlasRoc, GlasRoc-2, Type C, Type X-1, Easi-Lite Type X, SilentFX Design No. U301 November 21, 2023 Bearing Wall Rating —2 Hr. Finish Rating —66 Min. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used —See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 4L. Gypsum Board* —(As an alternate to Items 4) —For Direct Application to Studs Only-For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described in Item 4. RADIATION PROTECTION PRODUCTS INC —Type RPP -Lead Lined Drywall 4M. Gypsum Board* —(As an alternate to Item 4) —5/8 in. thick, 4 ft. wide, two layers applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item 4. CERTAINTEED GYPSUM INC —5/8" Easi-Lite Type X 4N. Gypsum Board* —(As an alternate to 5/8 in. Type FSW in Items 4 or 4I) —Nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Two layers of 5/16 in. for every single layer of 5/8 in. gypsum board described in Item 4 or 4I. Horizontal joints on the same side need not be staggered. Inner layer of each double 5/16 in. layer attached with fasteners, as described in item 4 or 4I, spaced 24 in. OC. Outer layer of each double 5/16 in. layer attached per Item 4 or 4I. NATIONAL GYPSUM CO —Type FSW 4O. Wall and Partition Facings and Accessories* —(As an alternate to Items 4 through 4N) —Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type QuietRock 527 4P. Gypsum Board* —(As an alternate to Item 4) —5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 1-1/4 in. long Type W steel screws spaced 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. Outer layer attached to studs over inner layer with 1-7/8 in. long Type W steel screws spaced 10 in. OC offset 5 in. from base layer with the last two screws 4 and 1 in. from the edges of the board. Vertical joints located over studs. Vertical and horizontal joints between inner and outer layers staggered. Outer layer joints covered with joint tape and compound, screwheads covered with joint compound. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CERTAINTEED GYPSUM INC —Type LGFC6A, Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX 4Q. Gypsum Board* —(As an alternate to Item 4. For use with Item 13) —Any 5/8 in. thick, 4 ft. wide, Gypsum Board UL Classified for Fire Resistance (CKNX) eligible for use in Design Nos. U305 and L501 or G512. Two layers, applied either horizontally or vertically, and screwed to studs with 1-5/8 in. long Type W coarse thread steel screws at 8 in. OC at perimeter and in the field with the last two screws 4 and 3/4 in. from the edges of the board when applied as the base layer. For the face layer, screw length to be increased to 2-1/2 in. All joints in face layers staggered with joints in base layers. When used in widths other than 48 in., gypsum panels are to be installed horizontally. 4R. Gypsum Board* —As an Alternate to Item 4 —5/8 in. thick applied either horizontally or vertically. Inner layers fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. Outer layers fastened to framing with 1-7/8 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths other than 48 in., gypsum board to be installed horizontally. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. CERTAINTEED GYPSUM INC —Types EGRG, GlasRoc, GlasRoc-2, Type C, Type X-1, Easi-Lite Type X, SilentFX 4S. Gypsum Board* —(As an alternate to Item 4. For use with Item 13A) —5/8 in. thick, two layers applied vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. AMERICAN GYPSUM CO —Types AGX-1 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO —Type DBX-1 CABOT MANUFACTURING ULC —"5/8 Type X" CGC INC —Type SCX PANEL REY S A —Type PRX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD —Type EX-1 THAI GYPSUM PRODUCTS PCL —Type X UNITED STATES GYPSUM CO —Type SCX USG BORAL DRYWALL SFZ LLC —Types SCX USG MEXICO S A DE C V —Type SCX 4T. Gypsum Board* —(As an alternate to Item 4. For use with Item 13B) —Any 5/8 in. thick, 4 ft. wide, Gypsum Board listed in Item 4 above. Two layers applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. All joints in outer layers staggered with joints in inner layers. Inner layer attached to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Outer layer attached to studs over inner layer with the 2-1/2 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC. 4U. Gypsum Board* —(As an alternate to Item 4. For use with Item 13C) —Any 5/8 in. thick, 4 ft. wide, Gypsum Board listed in Item 4 above. Two layers applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. All joints in outer layers staggered with joints in inner layers. Inner layer attached to studs with 1-1/4 in. long Type W screws spaced 8 in. OC at perimeter and in the field. Outer layer attached to studs over inner layer with 1-7/8 in. long Type W screws spaced 8 in. OC. 5. Molded Plastic* —Not Shown, Optional —Solid vinyl siding mechanically secured over the outer layer to framing members in accordance with manufacturer's recommended installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC GENTEK BUILDING PRODUCTS LTD VYTEC CORP 6. Steel Framing Members* —(Optional, Not Shown) —Furring channels and Steel Framing Members as described below: A. Furring Channels —Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described in Item 4. B. Steel Framing Members* —Used to attach furring channels (Item 6a) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C —Types RSIC-1, RSIC-1 (2.75) 6A. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 6) —Furring channels and Steel Framing Members as described below: A. Furring Channels —Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to furring channels as described in Item 4. B. Steel Framing Members* —Used to attach furring channels (Item 6Aa) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips. STUDCO BUILDING SYSTEMS —RESILMOUNT Sound Isolation Clips -Type A237R 6B. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 6) —Furring channels and Steel Framing Members as described below: A. Furring Channels —Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 6Bb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to furring channels as described in Item 4. B. Steel Framing Members* —Used to attach furring channels (Item 6Ba) to studs. Clips spaced 48 in. OC., and secured to studs with 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA —Type SonusClip 6C. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 6) —Resilient channels and Steel Framing Members as described below: a. Resilient Channels —Formed of No. 25 MSG galv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with two No. 8 15 x 1/2 in. Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 4. b. Steel Framing Members* —Used to attach resilient channels (Item 6Ca) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self- drilling screw. KEENE BUILDING PRODUCTS CO INC —Type RC+ Assurance Clip 6D. Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 6) —Used as an alternate method to attach resilient channels to wall studs. A resilient sound isolation accessory shall be used at each attachment point of the resilient channels and spaced max 24 in. O.C. Channel ends butted and centered under the structural members and attached with one accessory at each end. Additional accessories used to hold resilient channels that support the gypsum board end joints. The accessory envelops the mounting edge of the resilient channel. The accessory and resilient channel are fastened to the structural members with the screws supplied with the accessory and per the accessory manufacturer's installation instructions. PAC INTERNATIONAL L L C —Type RC-1 Boost 6E Steel Framing Members* —(Optional, Not Shown, As an alternate to Item 6) —Furring channels and Steel Framing Members as described below: a Furring Channels —Formed of No. 25 MSG galv steel. 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 4. b Steel Framing Members* —Used to attach furring channels (Item 6Ea) to studs. Clips spaced maximum 48 in. OC. Clips secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS —Type ClarkDietrich Sound Clip 7. Furring Channel —Optional —Not Shown —For use on one side of the wall with Item 4K —Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Item 8 or 9 is required. 8. Batts and Blankets* —Required for use with resilient channels, Item 7, min. 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the nom 4 in. face of the studs with staples placed 24 in. OC. ROCKWOOL —Type SAFEnSOUND, min. 1.8 pcf. THERMAFIBER INC —Type SAFB, SAFB FF 9. Batts and Blankets* —(As an alternate to Item 8) —Min. 3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, friction-fitted to fill the stud cavities. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 9A. Fiber, Sprayed* —(Optional) —As an alternate to Batts and Blankets (Item 8), Required for use with resilient channels, Item 7, Not for use with Item 6, 6A, 6B, or 6C. —Spray applied mineral wool insulation. The fiber is applied with adhesive, at a minimum density of 4.0 pcf, to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC —Type Rockwool Premium Plus 10. Wall and Partition Facings and Accessories* —(Optional, Not Shown) —Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Type QuietRock QR-500 or QR-510 11. Cementitious Backer Units* —(Optional Item Not Shown —For Use On Face Of 2 Hr Systems With All Standard Items Required) —7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide. Applied horizontally or vertically with vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. NATIONAL GYPSUM CO —Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus 12. Wall and Partition Facings and Accessories* —(Optional, Not Shown) -When the Wall Assembly is used as an External Wall, on the External side of the wall one of the following Wall and Partition and Facing Accessories may be used, refer to items (A) to (C) below. A. Non Insulated system with metal channels —Install moisture barrier over the Gypsum Board Item 4 and Install Acry Metal Channels vertically at a horizontal spacing not greater than 24 inches OC., over the moisture barrier. Acry Metal Channels attached through the moisture barrier and the Gypsum Board to the Wood Studs using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Install Acrytec Panels on Acry Metal Channels using 1-1/4" long corrosion coated stainless steel screws spaced at a max spacing of 24 inches OC, along with manufacturer's approved adhesive (3M 540 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel. Joint treatment in between panels shall be Tremco illmod 600 pre compressed polyurethane foam sealant. B. Insulated system with metal channels —Install moisture barrier over the Gypsum Board Item 4. Install galvanized Z girt channels specified by the manufacturer over the moisture barrier and the Gypsum Board Item 4. Z girt channels to be installed horizontally at a max. spacing of 24" OC. Z girt channels attached through the Gypsum Board and the moisture barrier to the wood studs with screws provided by the manufacturer at a max spacing of 24 inches OC. Install mineral wool insulation between the Z girts. Maximum thickness of mineral wool insulation not to exceed 6 in. As per manufacturer's instructions install Acry Metal Channels vertically over the Z girts at a max horizontal spacing of 24 in. OC. Acrytec Panels installed on Acry channel with 1-1/4" long corrosion coated stainless steel screws at a max spacing of 24 in. OC, along with manufacturers approved adhesive (3M 540 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. C. Non insulated wood strapping system —Install moisture barrier over the Gypsum Board Item 4 and Install 1" x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC., over the moisture barrier. 1" x 3" wood strapping attached through the moisture barrier and the Gypsum Board to the Wood studs using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Acrytec Panels to be installed on the 1" x 3" wood strapping using manufacturers approved stainless steel fasteners spaced at maximum 24 inches OC along with Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. D. Insulated Wood Strapping System —Install moisture barrier over the Gypsum Board Item 4. Install Extruded Polystyrene Insulation over moisture barrier and the Gypsum Board Item 4, max thickness of insulation not to exceed 4 inches. Install 1" x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC. Wood strapping attached through the Insulation, the Gypsum Board and moisture barrier to the Wood Studs using fasteners specified by the manufacturer and fasteners spaced max. 24 in. OC. Acrytec Panels to be installed over the wood strapping using manufacturers approved stainless steel fasteners at a max spacing of 24 in. OC and Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. ACRYTEC PANEL INDUSTRIES —Nominal 5/8 inch thick Acrytec Panel. 13. Foamed Plastic* —(Optional, Not Shown -For use with Item 4Q) —Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. SES FOAM INC —Nexseal™ 2.0 or Nexseal™ 2.0 LE Spray Foam and Sucraseal Spray Foam. For use in Bearing and Non-Load Bearing Walls. 13A. Foamed Plastic* —(Optional, Not Shown -For use with Item 4S) —Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. HOLCIM SOLUTIONS AND PRODUCTS US, LLC —Types GacoEZSpray F4500, GacoProFill FR6500R, Gaco 052N, GacoOnePass F1850, GacoOnePass Low GWP F1880, and Gaco WallFoam 183M. 13B. Foamed Plastic* —(Optional, Not Shown -For use with Item 4T) —Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. CARLISLE SPRAY FOAM INSULATION —Types SealTite ONE, SealTite Pro Closed Cell (CC), SealTite Pro Open Cell (OC), SealTite Pro OCX, SealTite Pro No Trim 21, SealTite Pro One Zero, Foamsulate Closed Cell, Foamsulate OCX, Foamsulate 70, and Foamsulate HFO. 13C. Foamed Plastic* -(Optional, Not Shown –For use with Item 4U) -Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity. BASF CORP –Types Enertite® NM, Enertite® G, FE178®, Spraytite® 178, Spraytite® 81206, Walltite® 200, Walltite® US , Walltite® US-N, Walltite® HP+, Spraytite® Comfort XL, and Walltite® XL 14. Foamed Plastic* —(Optional, Not Shown -For use over Gypsum Board, Item 4) -Polyisocyanurate foamed plastic boards, any thickness applied vertically with vertical joints located over studs. May be used with Molded Plastic, Item 5 or any exterior facing, as authorized by the Authority Having Jurisdiction and installed in accordance with the manufacturer's installation instructions. HUNTER PANELS, A DIVISION OF CARLISLE CONSTRUCTION MATERIALS, LLC —"Xci Class A", "Xci 286", "Xci Foil (Class A)", "Xci CG", "Xci Foil", "Xci CG NH", "Xci Foil NH" 15. Building Units* —(Optional, Not Shown -For use over Gypsum Board, Item 4) Polyisocyanurate composite foamed plastic boards, any thickness, applied vertically with vertical joints located over studs. May be used with Molded Plastic, Item 5 or any exterior facing, as authorized by the Authority Having Jurisdiction and installed in accordance with the manufacturer's installation instructions. HUNTER PANELS, A DIVISION OF CARLISLE CONSTRUCTION MATERIALS, LLC —"Xci NB", "Xci Ply" 16. Building Units –(Optional Item Not Shown –For use over Gypsum Board, Item 4) 1 in., 2 in. or 3 in. thick, 4 ft. wide –Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with wafer head screws of adequate length to penetrate framing by a minimum of of ¾ in., spaced a max 8 in. o.c. NATIONAL GYPSUM CO –Type PBCI * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2023-11-21 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:40:09 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.2.4 UL DESIGN U301 AND U905 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026W6.3 NOT TO SCALE UL DESIGN NO. U905W6.3a NOT TO SCALE UL DESIGN NO. U301W4.1b SEPARATION WALL: (Non-bearing, Max Height -66 ft -see Item 6) 1. Steel Track —Floor, sidewall or top wall track. Nom 2 in. wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs —"H" shaped studs formed from No. 25 MSG galv steel having an overall depth of approximately 2 in. and flange width 1-3/8 in. 3. Gypsum Board* —Two layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fit into "H" shaped studs. NATIONAL GYPSUM CO —Types FSW, FSW-B, FSW-7, FSW-9 PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in Items 4, 4A and 4B. When Bearing, Load Restricted for Canadian Applications —See Guide BXUV7.) 4. Air Space —Minimum 3/4-in. air space. 5. Wood Studs —For Bearing or Nonbearing Wall Rating —Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. Finish rating evaluated for wood studs only. 5A. Steel Studs —(As an alternate to Item 5, not shown) —For Bearing Wall Rating —Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-1/2 in. wide, min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 5B. Steel Studs —(As an alternate to Items 5 and 5A, for use in Configuration B only, not shown) —For Nonbearing Wall Rating —Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 6. Gypsum Board —Classified or Unclassified —Min 1/2 in. thick, 4 ft wide, applied horizontally or vertically. Wallboard attached to wood studs (Item 5) with 1-1/4 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to steel studs (Item 5A or 5B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. Horizontal joints shall be butted tight to form a closed joint. As an option, joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. 6A. Plywood Sheathing or OSB —(not shown) —As an alternate to Item 6, Min 1/2 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted tight to form a closed joint. Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum clips shall be spaced as described in Item 7. 6B. Batts and Blankets* —(Not shown) —As an alternate to Items 6 and 6A, Glass fiber or mineral wool insulation, min. 3-1/2 in. thick, placed to completely fill the wood or steel stud cavities. When Batts and Blankets are used in place of Items 6 and 6A, the max height is 54 ft and the aluminum clips (Item 7) shall be spaced a max of 5 ft OC vertically. Min 3/4 in. separation between insulation and area separation wall. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. 6C. Wall and Partition Facings and Accessories* —(not shown) —As an alternate to Items 6, 6A and 6B, 4 ft wide panels, applied vertically. Panels attached to wood studs (Item 4) with 1-5/8 in. long steel drywall screws spaced 16 in. OC. Vertical joints located over studs. Joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. NATIONAL GYPSUM CO —Type SoundBreak Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Types QuietRock QR-500, QuietRock QR-510, QuietRock QR-525 6D. Gypsum Board* —As an alternate to Item 6 -Min 5/8 in. thick, min. 6 in. wide batten strips, applied on both sides of Steel Studs (Item 2) and horizontal back to back Steel Track (Item 1). Min. 5/8 in. thick, min. 3 in. wide batten strips applied on both sides of single Steel Track (Item 1) at perimeter of assembly. Batten strips secured to studs with 1-1/4 in. long Type S steel screws spaced 12 in. OC. Batten joints shall be butted tight to form a closed joint. As an option, entire sheet of gypsum board may be used in lieu of the battens. Clip placement as in item 7, 7A, 7B, or 7C. NATIONAL GYPSUM CO —Type FSW-3, FSW, FSW-6. 6E. Fiber, Sprayed* —Optional -Not Shown. -Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product. U S GREENFIBER L L C —SANCTUARY, FRM, INS735, NS745 and INS750LD for use with wet or dry application. INS515LD, INS541LD, INS510LD, INS765LD and INS773LD are to be used for dry application only. 7. Aluminum Clips —Aluminum angle, 0.049 in. thick, 2 in. wide with 2 in. and 2-1/2 in. legs. Clips secured with Type S screws 3/8 in. long to "H" studs and with 1-1/4 in. long screws to wood framing or steel framing through holes provided in clip. 7A. Clip placement for separation walls up to 23 ft high: Space clips a max of 10 ft OC vertically between wood or steel framing and "H" studs. 7B. Clip placement for separation walls up to 54 ft high: Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max of 5 ft OC vertically between wood or steel framing and "H" studs. 7C. Clip placement for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft, space clips as described in Item 6B for middle 30 ft. Remaining wall area below requires clips spaced a max of 39 in. OC vertically between wood or steel framing and "H" studs. System No. U347 July 17, 2020 Nonbearing Wall Rating —2 Hr (See Items 5, 5A and 5B) (Separation Wall, See Items 1,2 and 3) Bearing Wall Rating 2 Hr. (Protected Wall, See Items 5 and 5A) Nonbearing Wall Rating 2-Hr (Protected Wall, See Item 5, 5A and 5B) Finish Rating —120 Min (See Item 5) STC Ratings —61, 69, 70 (See Items 8, 8A and 8B) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 8. STC Rating —The STC Rating of the wall assembly is 61 when it is constructed as described by Items 1 through 6, except: A. Item 5, above —Wood Studs —Shall be spaced 16 in. OC. B. Item 6, above —Gypsum Board —Min. weight 1.5 psf. Shall be applied vertically and attached to studs with 1-1/4 in. long steel drywall screws spaced 16 in. OC. Joints and screwheads shall be covered with paper tape and joint compound. C. Item 7, above —Aluminum Clips —Spaced a max of 10 ft OC vertically. D. Batts and Blankets* -The cavities formed by the wood studs shall be friction fit with 3-1/2 in. thick fiberglass insulation batts, min. 0.80 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 ft. F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSB (Item 5A and Item 9) and Batts and Blankets (Items 6B) not evaluated as alternatives for obtaining STC rating. 8A. STC Rating —The STC Rating of the wall assembly is 69 when it is constructed as described by Items 1 through 6, except: A. Item 5, above —Wood Studs —Shall be spaced 16 in. OC. B. Item 6C, above —Wall and Partition Facings and Accessories* —Type QuietRock QR-510 panels shall be installed. C. Item 7, above —Aluminum Clips —Spaced a max of 10 ft OC vertically. D. Batts and Blankets* -The cavities formed by the wood studs shall be friction fit with 3-1/2 in. thick fiberglass insulation batts, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 ft. F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSB (Item 6A and Item 10) and Batts and Blankets (Items 6B) not evaluated as alternatives for obtaining STC rating. 8B. STC Rating —The STC Rating of the wall assembly is 70 when it is constructed as described by Items 1 through 7, except: A. Item 5, above -Wood Studs -Shall be spaced 16 in. OC. B. Item 6C, above -Wall and Partition Facings and Accessories* -Type QuietRock QR-525 panels shall be installed as described in Item 5C. C. Item 7, above —Aluminum Clips -Spaced a max of 10 ft OC vertically. D. Batts and Blankets* —The cavities formed by the wood studs shall be friction fit with 3-1/2 in. thick fiberglass insulation batts, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 ft. F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSB (Item 6A and Item 10) and Batts and Blankets (Items 6B) not evaluated as alternatives for obtaining STC rating. 9. Non-Bearing Wall Partition Intersection —(Optional) Wall system consisting of nominal 2 by 4 in. stud or nominal 2 by 6 in. stud. Maximum one non-bearing wall partition intersection per stud cavity. 10. Plywood Sheathing or OSB —(Optional) —Min 1/2 in. thick plywood or OSB applied horizontally or vertically to "H" studs on area separation wall side of Configuration A or Configuration C. Vertical joints located over studs. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2020-07-17 1. Floor and Ceiling Runners —"J" -shaped runners, min. 2-1/2 in. wide with unequal legs of 1 in. and 2-1/4 in., fabricated from min. 25 MSG galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not more than 2 in. from ends and not more than 24 in. OC. 1A. Framing Members* —Floor and Ceiling —Not shown —As an alternate to Item 1 —For use with Item 2A, proprietary "J" -shaped runners, galv steel. Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not more than 2 in. from ends and not more than 24 in. OC. RONDO BUILDING SERVICES PTY LTD —Type J Runner Track 1B. Steel Framing Members (Floor, Side and Ceiling Runners)* —As an alternate to Item 1. "J"-shaped runner, min 2-1/2 in. deep, with unequal legs of 1 in. and min 2-1/4 in. fabricated from min 25 MSG galv steel (0.0179 in. bare steel thickness). Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in.from ends and not greater than 24 in. OC. Runners may be supplied with securement tabs for gypsum liner panels (refer to Item 3). SCAFCO STEEL STUD MANUFACTURING CO —I-Stud Shaftwall Steel Framing System 2. Steel Studs —"C-T" or "C-H" shaped studs 1-5/8 in. wide by min. 2-1/2 in. deep, fabricated from min. 25 MSG galv steel. Cut to lengths 3/4 in. less than floor to ceiling height and spaced 24 in. or 600 mm OC. 2A. Framing Members* —Steel Studs —As an alternate to Item 2 —Proprietary "C-H" shaped studs, galv steel. Cut to lengths 3/4 in. less than floor to ceiling height and spaced 24 in. or 600 mm OC. RONDO BUILDING SERVICES PTY LTD —Type CH Stud 2B. Steel Framing Members (Steel Studs)* —As an alternate to Item 2. For use with Item 1B -"I"-shaped studs fabricated from min 25 MSG galv steel, min 2-1/2 in. deep, 1-1/2 in. wide. Studs contain 3/4 in. wide by 2-1/4 in. high holding tabs spaced 2-3/4 in. OC. Cut to lengths 5/8 in. less than floor-to-ceiling height and spaced 24 in. SCAFCO STEEL STUD MANUFACTURING CO —I-Stud Shaftwall Steel Framing System 3. Gypsum Board* —1 in. thick gypsum wallboard liner panels, supplied in nom. 24 in. or 600 mm (for metric spacing) widths. Panels cut 1 in. less in length than the floor to ceiling height. Vertical edges of the panels inserted into "T" shaped section of C-T studs or the "H" section of the C-H studs. Free edge of end panels secured to long leg of J runner with tabs in runner or 1-5/8 in. long Type S self-tapping bugle head steel screws spaced not more than 12 in. OC. When J-shaped runners (Item 1B) are supplied with securement tabs, free edge of end panels may be secured by bending the securement tabs, max 12 in. OC, to a 90 degree angle to securely friction-fit panels into J-shaped runners. AMERICAN GYPSUM CO —Types AG-S, M-Glass CERTAINTEED GYPSUM INC —Types Shaftliner, EGRG Shaftliner, GlasRoc Shaftliner. CERTAINTEED GYPSUM INC —Type LGFCSL GEORGIA-PACIFIC GYPSUM L L C —Types TP-6, DGUSL, and TRSL NATIONAL GYPSUM CO —Types FSW, FSW-B, FSW-7, FSW-9 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Types PG-10 and PG-10G THAI GYPSUM PRODUCTS PCL —Type Shaftliner 4. Gypsum Board* —1/2 or 5/8 in. thick, 4 ft wide, applied in two layers. Base layer attached horizontally to studs and side "J" runners with 1 in. long Type S self-tapping steel screws starting at 2 in. from the floor and ceiling runners and spaced a maximum 24 in. OC along the vertical edges and in the field of the boards. Face layer installed vertically to studs and side "J" runners and attached with 1-5/8 in. long Type S self-tapping steel screws, starting at 3 in. from the floor and ceiling runners and spaced a maximum 12 in. OC along the vertical edges and in the field of the boards. Face layer joints covered with paper tape and two coats of joint compound. Exposed screw heads covered with two coats of joint compound. AMERICAN GYPSUM CO —Types AG-C CABOT MANUFACTURING ULC —Type C CERTAINTEED GYPSUM INC —Type C CERTAINTEED GYPSUM INC —Types LGFC-C/A, LGFC6A GEORGIA-PACIFIC GYPSUM L L C —Types DAPC, TG-C. NATIONAL GYPSUM CO —Types eXP-C, FSK, FSL, FSMR-C, FSW-3, FSW-8, FSW-C, FSW-G. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Types PG-C, 5/8 in. Type C. THAI GYPSUM PRODUCTS PCL —Type C 4A. Gypsum Board* —(As an alternate to Item 4) -Installed vertically only as described in Item 4. 5/8 in. thick, 4 ft. wide, paper surfaced. NATIONAL GYPSUM CO —Type SBWB 5. Batts and Blankets* —(optional) —Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber batt material bearing the UL Classification Marking as to Fire Resistance. 5A. Fiber, Sprayed* —As an alternate to Batts and Blankets (Item 5) —(100% Borate Formulation) —Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product. Applegate Greenfiber Acquisition LLC — Insulmax and SANCTUARY for use with wet or dry application. 5B. Fiber, Sprayed* —As an alternate to Batts and Blankets (Item 5) and Item 5A -Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC —Cellulose Insulation 5C. Fiber, Sprayed* —As an alternate to Batts and Blankets (Item 5) -Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs/ft3. INTERNATIONAL CELLULOSE CORP —Celbar-RL * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2023-08-04 Design No. U428 August 4, 2023 Nonbearing Wall Rating —2 Hr * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:40:12 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.2.5 UL DESIGN U347 AND U428 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026NOT TO SCALE UL DESIGN NO. U347W5.1 NOT TO SCALE UL DESIGN NO. U428W6.2 1. Floor-Ceiling Assembly —The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor-ceiling assembly are summarized below: A. Joists —Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, wood trusses or Structural Wood Members* with bridging as required and with ends firestopped. B. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Diam of opening in flooring to be 1/2 to 1 in. (13 to 25 mm) larger than the outside diam of the through penetrant (Item 3). C. Gypsum Board* —Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Diam of opening in ceiling to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than outside diameter of penetrant. Max diam of ceiling opening is 5 in. (127 mm). 2. Chase Wall —(Optional) The through penetrant (Item 3) may be routed through a 1 hr fire-rated single, double or staggered wood stud/gypsum board chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm), 2 by 8 in. (51 by 203 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber plates or double nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in sole plate. Sole plate to be min 1 in. (25mm) wider than diam of opening. Diam of opening in sole plate to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than outside diameter of penetrant. Max diam of opening in sole plate is 5-1/2 in. (140 mm). C. Top Plate —The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber plates or double nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in top plate. Top plate to be min 1 in. (25mm) wider than diam of opening. Diam of opening in top plate to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than outside diameter of penetrant. Max diam of opening in top plate is 5-1/2 in. (140 mm). D. Gypsum Board* —Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. When through penetrant is routed through a 1 hr fire rated chase wall the T Rating is 1 hr. Otherwise, T Rating is 1/4 hr. 3. Through Penetrants —One metallic pipe, conduit or tubing to be installed within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor assembly. The annular space shall be min 0 in. (point contact) to max 3/4 in. (0 to 19 mm) is required within the firestop system. The following types and sizes of metallic pipes or conduits may be used: A. Steel Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe —Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit —Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tubing —Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe —Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. 4. Fill, Void or Cavity Material* —Sealant —Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with top surface of sole plate or subfloor. A generous bead of fill material also applied within the annulus of the top plate, flush with bottom surface of lower top plate. At the point contact location or when the annulus between the through penetrant and the sole or top plate is 1/8 in. (3 mm) or less, min 1/2 in. (13 mm) diam bead of fill material applied at the through penetrant/plate interface or the through penetrant/gypsum board interface. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk *Bearing the UL Classification Mark Last Updated on 2006-11-08 System No. F-C-1053 November 08, 2006 F Rating —1 Hr T Ratings —1/4 and 1 Hr (See Item 2) 1. Floor-Ceiling Assembly —The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The 2 hr fire-rated wood joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in Design Nos. L505, L511 or L536 in the UL Fire Resistance Directory. The F and T Ratings of the firestop system are equal to the hourly fire rating of the floor-ceiling assembly. The general construction features of the floor-ceiling assembly are summarized below: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Diam of floor opening to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than outside diameter of penetrant. Max diam of floor opening is 5 in. (127 mm). B. Wood Joists* —For 1 hr fire-rated floor-ceiling assemblies, nom 10 in. deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. For 2 hr fire-rated floor-ceiling assemblies, nom 2 by 10 in. (51 by 254 mm) lumber joists spaced max 16 in. (406 mm) OC with nom 1 by 3 in. (25 by 76 mm) lumber bridging and with ends firestopped. C. Furring Channels —(Not Shown) —In 2 hr fire-rated assemblies, resilient galv steel furring installed perpendicular to wood joists between first and second layers of wallboard (Item 1D). Furring channels spaced max 24 in. (610 mm) OC. In 1 hr fire-rated assemblies, resilient galv steel furring installed perpendicular to wood joists between wallboard and wood joists as specified in the individual Floor-Ceiling Design. Furring channels spaced max 24 in. (610 mm) OC. D. Gypsum Board* —Nom 4 ft (1.22 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. First layer of wallboard secured to wood joists or furring channels as specified in the individual Floor-Ceiling Design. Second layer of wallboard (2 hr fire-rated assembly) screw-attached to furring channels as specified in the individual Floor-Ceiling Design. Diam of ceiling opening to be min 0 in. (0 mm, continuous point contact) to max 1/2 in. (13 mm) larger than outside diameter of penetrant. Max diam of ceiling opening is 5 in. (127 mm). 2. Through Penetrants —One nonmetallic pipe or conduit to be installed approximately midway between wood joists and centered within the firestop system. Diam of openings hole-sawed through flooring system to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than outside diameter of penetrant. Diam of opening hole-sawed through gypsum board ceiling to be min 0 in. (0 mm, continuous point contact) to max 1/2 in. (13 mm) larger than outside diameter of penetrant. Pipe or conduit to be rigidly supported on both sides of the floor-ceiling assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Rigid Nonmetallic Conduit+ —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). C. Chlorinated Polyvinyl Chloride (CPVC) Pipe —Nom 4 in. (102 mm) diam (or smaller) SDR13.5 or Schedule 80 CPVC pipe for use in closed (process or supply) piping systems. 3. Firestop System —The firestop system shall consist of the following: A. Fill, Void or Cavity Material* —Sealant —Fill material forced into annulus to fill space to max extent possible, flush with top surface of floor and bottom surface of ceiling. SPECIFIED TECHNOLOGIES INC —SpecSeal Series SSS Sealant, SpecSeal LCI Sealant or Type WF300 Caulk B. Firestop Device —Galv steel collar lined with an intumescent material sized to fit the specific diam of the through- penetrant. Device shall be installed around through-penetrant in accordance with the accompanying installation instructions. Device incorporates anchor tabs for securement to finished gypsum wallboard ceiling by means of 3/16 in. (5 mm) diam by 3-1/2 in. (89 mm) long steel toggle bolts in conjunction with 1/4 in. by 1-1/4 in. (6 by 32 mm) diam steel fender washers. SPECIFIED TECHNOLOGIES INC —SpecSeal Firestop Collar or SpecSeal LCC Firestop Collar +Bearing the UL Listing Mark *Bearing the UL Classification Marking Last Updated on 2010-06-16 System No. F-C-2020 June 16, 2010 F Ratings —1 and 2 Hr (See Item 1) T Ratings —1 and 2 Hr (See Item 1) L Rating At Ambient —1 CFM/sq ft L Rating At 400 F —Less Than 1 CFM/sq ft 1. Floor-Ceiling Assembly —The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory, as summarized below: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Rectangular cutout in flooring to accommodate the bathtub drain piping (Item 2) to be max 8 by 12 in. B. Wood Joists —Nom 2 by 10 in. lumber joists spaced 16 in. OC with nom 1 by 3 in. lumber bridging and with ends firestopped. As an alternate to lumber joists, nom 10 in. deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required with ends firestopped. C. Furring Channels —(Not Shown) —Resilient galv steel furring installed perpendicular to wood joists (Item 1B) between wallboard (Item 1D) and wood joists as required in the individual Floor-Ceiling Design. D. Gypsum Board* —Nom 4 ft wide by 5/8 in. thick as specified in the individual Floor-Ceiling Design. Wallboard secured to wood joists as specified in the individual Floor-Ceiling Design. One piece of gypsum wallboard, min 4 in. longer and wider than the cutout in the flooring, screw-attached to bottom of flooring concentric with cutout by means of 1 in. long Type S steel screws spaced max 5 in. OC. Diam of opening hole-sawed through the gypsum wallboard patch to be nom 1 in. larger than outside diam of bathtub drain piping (Item 2). 2. Drain Piping —Nom 1-1/2 in. diam Schedule 40 acrylonitrile butadiene styrene (ABS) pipe and drain fittings cemented together and provided with ABS bathtub waste/overflow fitting. Pipe to be installed either concentrically or eccentrically within the firestop system. The annular space within the firestop system shall be a min 3/8 in. to a max 5/8 in. 3. Firestop System —The firestop system shall consist of the following: A. Fill, Void or Cavity Materials* —Wrap Strip —Nom 1/4 in. thick intumescent material faced on both sides with a plastic film, supplied in 1 in. wide strips. Nom 1 in. wide strips tightly-wrapped around drain piping and secured together with masking tape and slid into hole-sawed opening in gypsum wallboard patch (Item 1D). Top edge of wrap strip to extend a nom 1/4 in. above top surface of gypsum wallboard patch. RECTORSEAL —FlameSafe Wrap Strip B. Fill, Void or Cavity Materials* —Sealant —Min 5/8 in. thickness of fill material to be applied around outer circumference of wrap strip to fill all gaps between drain fitting and periphery of opening. Additional 1/4 in. crown of fill material around wrap strip layer on both surfaces of the gypsum wallboard patch. RECTORSEAL —FS1900, FS1901, FS1905 and FS1929 Sealant *Bearing the UL Classification Mark Last Updated on 2010-01-07 System No. F-C-2088 January 07, 2010 F Rating —1 Hr T Rating —1 Hr 1. Floor-Ceiling Assembly —The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory, as summarized below: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of opening is 5 in. (127 mm). B. Wood Joists —Nom 2 by 10 in. (51 by 254 mm) lumber joists spaced 16 in. (406 mm) OC with nom 1 by 3 in. (25 by 76 mm) lumber bridging and with ends firestopped. As an alternate to lumber joists, nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists trusses or Structural Wood Members* with bridging as required with ends firestopped. C. Furring Channels —(Not Shown) —Resilient galv steel furring installed perpendicular to wood joists (Item 1B) between gypsum board (Item 1D) and wood joists as required in the individual Floor-Ceiling Design. D. Gypsum Board* —Nom 4 ft (1.2 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum board secured to wood joists as specified in the individual Floor-Ceiling Design. 2. Closet Flange —Polyvinyl chloride (PVC) or acrylonitrile butadiene styrene (ABS) closet flange installed in hole-sawed opening in flooring system with flange secured to top of flooring with steel screws. Diam of circular opening through flooring (Item 1A) to be max 1/2 in. (13 mm) larger than outside diam of closet flange. 3. Drain Piping —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 PVC or ABS drain piping and fittings. Short length of pipe with 90 degree elbow fitting cemented into bottom socket of closet flange. Drain piping to soil stack cemented into elbow. 4. Fill, Void or Cavity Material* —Sealant —Fill material forced into annulus between closet stub and periphery opening in flooring to max extent possible, flush with bottom surface of floor. Additional fill material to be installed such that a min 3/8 in. (10 mm) crown is formed around the closet stub on bottom surface of floor. RECTORSEAL —Metacaulk MC 150+, Metacaulk 1000, Metacaulk 350i, 5. Water Closet —(Not Shown) —Floor mounted vitreous china water closet. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2024-12-19 System No. F-C-2087 December 19, 2024 ANSI/UL1479 (ASTM E814)CAN/ULC S115 F Ratings -1 Hr F Ratings -1 Hr T Ratings -1 Hr FT Ratings -1 Hr FH Ratings -1 Hr FTH Ratings -1 Hr L Rating At Ambient -Less Than 1 CFM/sq ft L Rating At Ambient -Less Than 5.1 L/s/m2 L Rating At 400 F -Less Than 1 CFM/sq ft L Rating At 400 F -Less Than 5.1 L/s/m2 1. Floor-Ceiling Assembly —The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory, as summarized below: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of floor opening is 5 in. (127 mm). B. Wood Joists —Nom 2 by 10 in. (51 by 254 mm) lumber joists spaced 16 in. (406 mm) OC with nom 1 by 3 in. (25 by 76 mm) lumber bridging and with ends firestopped. As an alternate to lumber joists, nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required with ends firestopped. C. Furring Channels —(Not Shown) —Resilient galv steel furring installed perpendicular to wood joists (Item 1B) between gypsum board (Item 1D) and wood joists as required in the individual Floor Ceiling Design. D. Gypsum Board* —Nom 4 ft (1.2 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum board secured to wood joists as specified in the individual Floor-Ceiling Design. Max diam of ceiling opening is 5in. (127mm). 2. Chase Wall (Optional) —The through penetrant (Item 3) may be routed through a 1 hr fire-rated single, double or staggered wood stud/gypsum board chase wall constructed of the materials and in the manner specified in individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall have the following construction details: CHASE WALL CONFIGURATION A A. Studs —Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate —Nom 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of opening is 5 in. (127 mm). C. Top Plate —The double top plate shall consist of two nom 2 by 6 in. or two sets of parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of opening is 5 in. (127 mm). D. Gypsum Board* —Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. CHASE WALL CONFIGURATION B A. Studs —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or double 2 by 4 in. (51 by 102 mm) lumber studs. Nom 2 by 4 in. (51 by 102 mm) studs are allowed for a max 3 in. (76 mm) diameter penetrant. B. Sole Plate —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted.Plate may be discontinuous over opening, terminating at both sides of periphery of opening. For openings 3 in. (76 mm) diam or less, plate may be continuous with opening cut in plate. Max diam of opening or max length of discontinuity is 4 in. (102 mm). C. Top Plate —The single top plate shall consist of nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly (76 mm) butted. Plate may be discontinuous over opening, terminating at both sides of periphery of opening. For openings 3 in. (76 mm) diam or less, plate may be continuous with opening cut in plate. Max diam of opening or max length of discontinuity is 4 in. (102 mm). D. Steel Plate —For a nom 3 in. (76 mm) diameter penetrant through 2 by 4 in. (51 by 102 mm) lumber plates, two sides of non-continuous lumber plates shall be connected with nom 16 gauge (or heavier) 1-1/2 in. (38 mm) wide steel plate. Steel plates to be sized in length to overlap a min of 4 in. (102 mm) onto each side of the non-continuous plates and secured with a min of two 1/2 in. (13 mm) long (or longer) No. 8 (or larger) wood screws on each side of each plate. E. Gypsum Board* —Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 3. Through Penetrants —One nonmetallic pipe to be centered within the firestop system. Diam of opening hole-sawed through flooring (Item 1B) and through both top plates (Item 2C) to be max 1/2 in. (13 mm) larger than the outside diam of pipe. The pipe may be installed with continuous point contact. Pipe to be rigidly supported on both sides of floor-ceiling assembly. The following types nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 cellular or solid core PVC pipe for use in closed (process or supply) or vented (drain, waste, or vent) piping systems. B. Acrylonitrile Butadiene Styrene (ABS) Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 cellular or solid core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 3A. Sanitary Tee (Optional) —The vertical pipe (Item 3) may be provided with a Schedule 40 PVC or ABS sanitary tee above the top plate of the chase wall for connection of a nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid or cellular core PVC or ABS drain pipe, respectively. Drain pipe to run horizontally through the concealed space above the ceiling and penetrate the flooring. Diam of the circular opening in the flooring shall be a max 5/8 in. (16 mm) larger than the diam of the pipe such that a min 0 in. (point contact) to a max 5/8 in. (16 mm) annular space is present between the pipe and the periphery of the opening. The pipe may be installed with continuous point contact. 4. Firestop System —The firestop system shall consist of the following: A. Fill, Void or Cavity Material* —Sealant —Min 3/4 in. (19 mm) thickness of fill material applied within annulus, flush with top surface of floor or top surface of the sole plate of chase wall assembly (when used). Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with the bottom of the gypsum ceiling or bottom surface of lower top plate of chase wall assembly (when used). Additional fill material to be installed such that a min 3/8 in. (10 mm) bead is formed around the through penetrant on the top surface of floor or top surface of the sole plate of chase wall assembly (when used) and the bottom of the gypsum ceiling or bottom surface of lower top plate of chase wall (when used). When the optional sanitary tee is used, min 3/4 in. (19 mm) thickness of fill material applied within annulus between drain pipe and flooring, on top surface of floor. Additional fill material to be installed such that a min 3/8 in. (10 mm) bead is formed around the drain pipe on the top surface of floor. If the through penetrant is installed with continuous point contact, a min 1/2 in. (13 mm) thick bead of fill material shall be applied around outer circumference of through penetrant on top surface of floor and bottom surface of lower top plate. The T Rating of the firestop system is dependent upon the type of sealant used within the firestop system as shown in the table below: System No. F-C-2091 January 2, 2025 ANSI/UL1479 (ASTM E814)CAN/ULC S115 F Ratings -1 Hr F Ratings -1 Hr T Ratings -3/4 and 1 Hr (See Item 4)FT Ratings -3/4 and 1 Hr (See Item 4) FH Ratings -1 Hr FTH Ratings -3/4 and 1 Hr (See Item 4) L Rating At Ambient -Less Than 1 CFM/sq ft L Rating At Ambient -Less Than 5.1 L/s/m2 L Rating At 400 F -Less Than 1 CFM/sq ft L Rating At 400 F -Less Than 1 CFM/sq ft Type of Fill Mateiral T Rating, Hr Metacaulk MC 150+ 3/4 Metacaulk 1000, Metacaulk 350i 1 RECTORSEAL —Metacaulk MC 150+, Metacaulk 1000, Metacaulk 350i B. Fill, Void or Cavity Material* —Wrap Strip —Nom 1/4 in. (6 mm) thick intumescent material faced on both sides with a plastic film, supplied in 1 in. (25 mm) wide strips. Two layers of wrap strips are individually wrapped around the through-penetrant with the ends butted and held in place with masking tape. Butted ends in successive layers shall be offset or aligned. The wrap strips are wrapped around vertical through-penetrant (Item 3) on underside of gypsum board ceiling or bottom surface of lower top plate of chase wall assembly (if used). RECTORSEAL —Metacaulk Wrap Strip C. Steel Collar —Collar fabricated from coils of precut 0.018 in. (0.46 mm) thick (28 MSG) galv sheet steel available from wrap strip manufacturer. Collar shall be nom 1 in. (25 mm) deep with min four 1 in. (25 mm) wide by 2 in. (51 mm) long anchor tabs for attachment to underside of ceiling or bottom surface of lower top plate of chase wall assembly (if used). Retainer tabs, 3/4 in. (19 mm) wide tapering down to 1/4 in. (6 mm) wide and located opposite the anchor tabs, are folded 90 degrees toward through-penetrant surface to maintain the annular space around the through-penetrant and to retain the wrap strips. Steel collar wrapped around wrap strips and vertical through-penetrant (Item 3) with a 1-1/2 in. (38 mm) wide overlap along its perimeter joint and secured together by means of a min 1/2 in. (13 mm) wide by 0.028 in. (0.71 mm) thick stainless steel hose clamp installed at mid-height of the collar. Collar secured to ceiling or bottom surface of lower top plate of chase wall assembly (if used) at each anchor tab with 3/16 in. (4.8 mm) diam by min 3 in. (76 mm) long toggle bolts in conjunction with min 1/4 in. (6 mm) by 1-1/4 in. (32 mm) diam steel fender washers. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2025-01-02 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:40:14 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.3.1 FIRESTOP SYSTEM 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: NTS4SYSTEM NO. F-C-2088 SCALE: NTS2SYSTEM NO. F-C-2020 SCALE: NTS1SYSTEM NO. F-C-1053 THE U.L. FIRE RESISTANCE DESIGNS FOR THROUGH PENETRATIONS HEREIN INDICATED DEPICT TYPICAL FIRE RESISTANCE CONSTRUCTION SITUATIONS THAT MAY OCCUR ON THIS PROJECT. THESE ARE TO BE USED AS A GUIDE AND RESOURCE FOR REFERENCE ON THE CONSTRUCTION SITE. THESE INCLUDED DESIGNS ARE NOT INTENDED DTO BE RESTRICTIVE TO THE PROPRIETARY MANUFACTURER'S PRODUCTS NOR ARE THEY INTENDED TO RESTRICT THE INSTALLER TO THESE DETAILS. OTHER MANUFACTURER'S PRODUCTS AND TECHNIQUES SHALL BE ACCEPTABLE, AS APPROVED BY THE LOCAL BUILDING OFFICIAL. NOTE: SCALE: NTS3System No. F-C-2087 SCALE: NTS5System No. F-C-2091 1. Floor-Ceiling Assembly —The 1 hr fire-rated wood joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Designs in the UL Fire Resistance Directory, as summarized below: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of opening is 4-1/2 in. (114 mm). B. Wood Joists —Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Gypsum Board* —Thickness, type, number of layers and fasteners as required in the individual Floor-Ceiling Design. Max diam of opening is 4-1/2 in. (114 mm). 1A. Chase Wall —(Optional, Not Shown) —The through penetrant (Item 2) may be routed through a single, double or staggered wood stud/gypsum board chase wall. Depth of chase wall stud cavity to be min 1/2 in. (13 mm) greater than diameter of opening cut in sole and top plates to accommodate the through penetrant (Item 2). The chase wall shall include the following construction features: A. Studs —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted.Max diam of opening is 4-1/2 in. (114 mm). C. Top Plate —The single or double top plate shall consist of one or two nom 2 by 4 in. (51 by 102 mm) or one or two nom 2 by 6 in. (51 by 152 mm) or one or two sets of parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of opening is 4-1/2 in. (114 mm). D. Gypsum Board* —Min 1/2 in. (13 mm) thick rated or nonrated gypsum board. 2. Through Penetrant —One or more metallic pipes, conduits or tubing to be installed either concentrically or eccentrically within the opening. Pipes, conduits or tubing to be spaced min 0 in. (0 mm) (point contact) to max 1 in. (25 mm) apart. The space between the pipes, conduits or tubing and the periphery of the opening shall be min 0 in. (0 mm) (point contact) to max 1 in. (25 mm). Penetrants to be rigidly supported on both sides of floor-ceiling assembly. The following types and sizes of metallic pipe, conduits or tubing may be used: A. Steel Pipe —Nom 3/4 in. (19 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. B. Iron Pipe —Nom 3/4 in. (19 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit —Nom 3/4 in. (19 mm) diam (or smaller) steel conduit or steel electrical metallic tubing. D. Copper Pipe or Tube —Nom 3/4 in. (19 mm) diam (or smaller) Regular (or heavier) copper pipe or Type L (or heavier) copper tube. When metallic pipe, conduit or tubing without insulation is used, T, FT and FTH Ratings are 1/2 hr. Otherwise, T, FT and FTH Ratings are 1 hr. 3. Tube Insulation —Plastics# —Nom 1 in. (25 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. Tube insulation to be installed on a max of two metallic pipes or tubes. Insulated pipe or tubing to be spaced 0 in. (0 mm) (point contact) to 1 in. (25 mm) from other through penetrants (Items 2, 4 and 5). The space between the insulated pipe or tube and the periphery of the opening shall be min 0 in. (0 mm) (point contact) to max 1 in. (25 mm). See Plastics (QMFZ2) category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. 4. Nonmetallic Through Penetrant —One nonmetallic pipe, conduit or tube to be installed within the firestop system. Pipe, conduit or tube to be spaced min 0 in. (0 mm) (point contact) to max 1 in. (25 mm) from the insulated through penetrants and min 1/2 in. (13 mm) to max 1 in. (25 mm) from non-insulated through penetrants. The space between the pipe, conduit or tube and the periphery of the opening shall be min 0 in. (0 mm) (point contact) to max 1 in. (25 mm). Pipe, conduit or tube to be rigidly supported on both sides of floor-ceiling assembly. One of the following types and sizes of nonmetallic through penetrants may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 1-1/4 in. (32 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in vented (drain, waste or vent) or closed (process or supply) piping system. B. Chlorinated Polyvinyl (CPVC) Pipe —Nom 1-1/4 in. (32 mm) diam (or smaller) SDR17 CPVC pipe for use in vented (drain, waste or vent) or closed (process or supply) piping system. C. Rigid Nonmetallic Conduit+ —Nom 1-1/4 in. (32 mm) diam (or smaller) PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA 70). D. Electrical Nonmetallic Tubing (ENT) —Nom 1-1/4 in. (32 mm) diam (or smaller) PVC tubing installed in accordance with Article 331 of the National Electrical Code (NFPA 70). E. Cross Linked Polyethylene (PEX) Tubing —Nom 1 in. (25 mm) diam (or smaller) SDR9 PEX tubing for use in closed (process or supply) piping systems. 5. Cables —Max two 4 pair No. 18 AWG (or smaller) cables with PVC insulation and jacketing. Cables to be spaced min 0 in. (0 mm) (point contact) to max 1 in. (25 mm) from the other through penetrants. The space between the cables and the periphery of the opening shall be min 0 in. (0 mm) (point contact) to max 1 in. (25 mm). Cables to be rigidly supported on both sides of the floor-ceiling assembly. 6. Fill, Void or Cavity Material* —Caulk or Sealant —Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with the top surface of the floor or sole plate. Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with bottom surface of ceiling or top plate. Additional fill material forced into grouped penetrant interstices to max extent possible. At point contact locations, min 1/4 in. (6 mm) diam bead of fill material applied at grouped penetrant bundle/subfloor or sole plate interface and at grouped penetrant bundle/ceiling or top plate interface. SPECIFIED TECHNOLOGIES INC —SpecSeal Series SSS Sealant, SpecSeal LCI Sealant or Type WF300 Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. #Bearing the UL Recognized Component Mark Last Updated on 2015-06-04 System No. F-C-8021 June 04, 2015 ANSI/UL1479 (ASTM E814)CAN/ULC S115 F Rating —1 Hr F Rating —1 Hr T Ratings —1/2 and 1 Hr (See Item 2)FT Ratings —1/2 and 1 Hr (See Item 2) FH Rating —1 Hr FTH Ratings —1/2 and 1 Hr (See Item 2) 1. Floor-Ceiling Assembly —The 1 hr fire rated wood joist, wood truss or combination wood and steel truss Floor-Ceiling assembly shall be constructed of the materials and in the manner described in the individual L500 Series Design in the UL Fire Resistance Directory and shall include the following construction features: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Diam of floor opening to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than outside diameter of individual or grouped penetrants. Max diam of floor opening is 3 in. (76 mm). B. Joists —Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, wood trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Furring Channels —(Not Shown) —Resilient galv steel furring channels installed perpendicular to wood joists (Item 1B) as required in the individual Floor-Ceiling Design. D. Gypsum Board* —Nom 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Diam of opening in ceiling to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than outside diameter of individual or grouped penetrants. Max diam of ceiling opening is 3 in. (76 mm). 2. Chase Wall —(Optional) The through penetrant (Item 3) may be routed through a 1 hr fire-rated single, double or staggered wood stud/gypsum board chase wall constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs —Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate —Nom 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Diam of opening in sole plate to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than outside diameter of individual or grouped penetrants. Max diam of opening is 3 in. (76 mm). C. Top Plate —The double top plate shall consist of two nom 2 by 6 in. (51 by 152 mm) or two sets of parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Diam of opening in top plate to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than outside diameter of individual or grouped penetrants. Max diam of opening is 3 in. (76 mm). D. Gypsum Board* —Thickness, type, number of layers and fasteners shall be as specified in the individual Wall and Partition Design. 3. Through Penetrants —Pipes, conduits, tubing and cables to be bundled and centered in the opening. The space between penetrants and edge of opening shall be min 1/4 in. (6 mm) to max 3/4 in. (19 mm). Penetrants to be rigidly supported on both sides of the floor-ceiling assembly: A. Metallic Pipes —A max of two metallic pipes, conduits or tubing, (one 3/4 in. or 19 mm diam and one 1/2 in. or 13 mm diam) to be installed within the firestop system. The following types and sizes of metallic pipes, conduits or tubing may be used: A1. Steel Pipe —Nom 3/4 in. (19 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. A2. Conduit —Nom 3/4 in. (19 mm) diam (or smaller) steel electrical metallic tubing or steel conduit. A3. Copper Tubing —Nom 3/4 in. (19 mm) diam (or smaller) Type L (or heavier) copper tubing. A4. Copper Pipe —Nom 3/4 in. (19 mm) diam (or smaller) Regular (or heavier) copper pipe. B. Nonmetallic Pipes —A max of one nonmetallic pipe to be installed within the firestop system. The following types and sizes of nonmetallic pipes may be used: B1. Polyvinyl Chloride -(PVC) Pipe —Nom 1/2 in. (13 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain,waste or vent) piping systems. B2. Chlorinated Polyvinyl Chloride (PVC) Pipe —Nom 1/2 in. (13 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. C. Cables —A max of two 4/C No. 18 AWG (or smaller) thermostat cables with PVC insulation and PVC/nylon jacketing material. D. Tube Insulation -Plastic+ —Nom 1/2 in. (13 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. Tube insulation to be installed on a max of one metallic pipe or tubing. See Plastics+ (QMFZ2) category in the Plastics Recognized Components Directory for names of manufacturers. Any recognized component tube insulation meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used. 4. Fill, Void or Cavity Material* —Caulk —Min 3/4 in. (19 mm) thickness of fill material applied within annulus on top surface of floor. Min 5/8 in. (16 mm) thickness of fill material applied within annulus on lower top plate of chase wall assembly or gypsum board ceiling. Fill material forced into grouped penetrant interstices to max extent possible. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk +Bearing the UL Recognized Component Mark * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2004-10-27 System No. F-C-8036 October 27, 2004 F Rating —1 Hr T Rating —1 Hr 1. Floor-Ceiling Assembly —The 1 hr fire rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor-ceiling assembly are summarized below: A. Joists —Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, wood trusses or Structural Wood Members* with bridging as required and with ends firestopped. B. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Diam of opening in flooring to be 1/2 to 1 in. (13 to 25 mm) larger than the outside diam of the through penetrant (Item 3). C. Gypsum Board* —Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Diam of opening in ceiling to be 1/2 to 1 in. (13 to 25 mm) larger than the outside diam of the through penetrant (Item 3). 2. Chase Wall —(Optional) -The through penetrant (Item 3) shall be routed through a 1 hr fire rated single, double or staggered wood stud/gypsum board chase wall having a fire rating consistent with that of the floor-ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm), 2 by 8 in. (51 by 203 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber plates or double nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in sole plate. Sole plate to be min 1 in. (25mm) wider than diam of opening. Max diam of opening in sole plate is 5 in. (127 mm). C. Top Plate —The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) lumber plates or double nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in top plate. Top plate to be min 1 in. (25mm) wider than diam of opening. Max diam of opening in top plate is 5 in. (127 mm). D. Gypsum Board* —Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 3. Through Penetrant —Nom 4 in. (102 mm) diam No. 30 ga (or heavier) steel duct. Steel duct to be rigidly supported on both sides of floor assembly. The annular space shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). 4. Fill, Void or Cavity Material* —Sealant —Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with top surface of sole plate or top surface of floor. A generous bead of fill material also applied within the annulus of the top plate or gypsum board ceiling, flush with bottom surface of lower top plate or bottom surface of ceiling. At the point contact location or when the annulus between the through penetrant and the sole plate or subfloor or top plate or ceiling is 1/8 in. (3 mm) or less, min 1/2 in. (13 mm) diam bead of fill material applied at the through penetrant/plate or floor/ceiling interface. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2007-01-23 System No. F-C-7034 January 23, 2007 F Rating —1 Hr T Rating —3/4 Hr 1. Wall Assembly —The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs —Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. B. Gypsum Board* —Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Diam of opening to be 1/2 to 1 in. (13 to 25 mm) larger than outside diam of through penetrant (Item 2). Max diam of opening is 5 in. (128 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant —One metallic pipe, conduit or tubing installed concentrically or eccentrically within the firestop system. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tube to be rigidly supported on both sides of wall assembly. The annular space between the pipe, conduit or tube and periphery of the opening shall be min 0 in. (point contact) to max 1/2 in. (0 to 13 mm). The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe —Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit —Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or steel conduit. D. Copper Tubing —Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube. E. Copper Pipe —Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* —Sealant —Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At the point contact location or when the annulus between the through penetrant and wall is 1/8 in. (3 mm) or less, min 1/2 in. (13 mm) diam bead of fill material applied at the through penetrant/gypsum board interface. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2004-03-29 System No. W-L-1042 March 29, 2004 F Ratings —1 and 2 Hr (See Item 1) T Rating —1/4 Hr © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:40:17 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.3.2 FIRESTOP SYSTEMS - MECHANICAL 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026THE U.L. FIRE RESISTANCE DESIGNS FOR THROUGH PENETRATIONS HEREIN INDICATED DEPICT TYPICAL FIRE RESISTANCE CONSTRUCTION SITUATIONS THAT MAY OCCUR ON THIS PROJECT. THESE ARE TO BE USED AS A GUIDE AND RESOURCE FOR REFERENCE ON THE CONSTRUCTION SITE. THESE INCLUDED DESIGNS ARE NOT INTENDED DTO BE RESTRICTIVE TO THE PROPRIETARY MANUFACTURER'S PRODUCTS NOR ARE THEY INTENDED TO RESTRICT THE INSTALLER TO THESE DETAILS. OTHER MANUFACTURER'S PRODUCTS AND TECHNIQUES SHALL BE ACCEPTABLE, AS APPROVED BY THE LOCAL BUILDING OFFICIAL. NOTE: SCALE: NTS1System No. F-C-8021 SCALE: NTS2System No. F-C-8036 SCALE: NTS3System No. F-C-7034 SCALE: NTS4System No. W-L-1042 1. Wall Assembly —The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs —Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. B. Gypsum Board* —Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Diam of opening to be 1/2 to 1 in. (13 to 25 mm) larger than diam of cable bundle. Max diam of opening is 4 in. (102 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Cables —Aggregate cross sectional area of cable in opening to be max 45 percent of the cross-sectional area of the opening. The annular space between the cable bundle and the periphery of the opening shall be min 0 in. (point contact) to max 3/4 in. (0 to 19 mm). Cables to be rigidly supported on both sides of wall assembly. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 7/C No. 12 AWG with polyvinyl chloride (PVC) insulation and jacket. B. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. C. Type RG/U coaxial cable with polyethylene (PE) insulation and jacket. D. Fiber optic communication cable jacketed with PVC and having max OD of 5/8 in. (16 mm). E. Through Penetrating Products* -Max 3/C No. 8 AWG Metal-Clad Cable+. F. Max 3/C (with ground) (or smaller) No. 8 AWG copper conductor cable with PVC insulation and jacket. G. Max 3/C (with ground) No. 2/0 AWG aluminum or copper conductor SER cable with PVC insulation and jacket. 3. Fill, Void or Cavity Material* —Sealant —Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At the point contact location, min 1/2 in. (13 mm) diam bead of fill material applied at the cable bundle/gypsum board interface. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. + Bearing the UL Listing Mark Last Updated on 2010-06-16 System No. W-L-3036 June 16, 2010 F Ratings —1 and 2 Hr (See Item 1) T Rating —1/2 Hr 1. Floor —Ceiling Assembly —The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction details of the floor-ceiling assembly are summarized below: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of floor opening is 4 in. (102 mm). B. Wood Joists —Nom 2 by 10 in. (51 by 254 mm) lumber joists spaced 16 in. (406 mm) OC with nom 1 by 3 in. (25 by 76 mm) lumber bridging and with ends firestopped. As an alternate to lumber joists, nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Furring Channels —(Not Shown) —Resilient galv steel furring installed perpendicular to wood joists (Item 1B) between gypsum board (Item 1D) and wood joists as required in the individual Floor-Ceiling Design. D. Gypsum Board* —Nom 4 ft (1.2 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum board secured to wood joists or furring channels as specified in the individual Floor-Ceiling Design. Max diam of ceiling opening is 4 in. (102 mm). 1.1 Chase Wall —(Optional. Not Shown) —The through penetrant (Item No. 2) may be routed through a fire rated or non fire rated single, double or staggered wood stud/gypsum board chase wall. When fire rated the chase wall shall be constructed of the materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or double 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. C. Top Plate —The double top plate shall consist of two nom 2 by 4 in. (51 by 102 mm) or 2 by 6 in. (51 by 152 mm) or two sets of parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Max diam of opening is 4 in. (102 mm). D. Gypsum Board* —Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 2. Through-Penetrants —One nonmetallic pipe, conduit or tubing to be installed within the firestop system. Diam of openings hole-sawed through flooring system and through gypsum board ceiling to be 1/4 to 1-5/8 in. (6 to 41 mm) larger than the outside diam of through-penetrant. Pipe, conduit or tubing to be rigidly supported on both sides of the floor-ceiling assembly. The following types and sizes of nonmetallic pipes, conduits or tubing may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The T Rating for the firestop system when this penetrant is used is 1 hr except that when nom diam of pipe exceeds 1 in. (25 mm), the T Rating is 1/4 hr. B. Rigid Nonmetallic Conduit (RNC)+ —Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). The T Rating for the firestop system when this penetrant is used is 1 hr except that when nom diam of pipe exceeds 1 in. (25 mm), the T Rating is 1/4 hr. C. Chlorinated Polyvinyl Chloride (CPVC) Pipe —Nom 2 in. (51 mm) diam (or smaller) SDR 17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The T Rating for the firestop system when this penetrant is used is 1 hr except that when nom diam of pipe exceeds 1 in. (25 mm), the T Rating is 1/4 hr. D. Acrylonitrile Butadiene Styrene (ABS) Pipe —Nom 2 in. (51 mm) diam (or smaller) Schedule 40 cellular or solid core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The T Rating for the firestop system when this penetrant is used is 0 hr. E. Polybutylene (PB) Pipe —Nom 1 in. (25 mm) diam (or smaller) SDR 11 PB pipe for use in closed (process or supply) piping systems. The T Rating for the firestop system when this penetrant is used is 1 hr. F. Cross Linked Polyethylene Aluminum-Cross Linked Polyethylene (PEX AL-PEX) Tubing —Nom 1 in. (25 mm) diam (or smaller) SDR 5 PEX-AL-PEX tubing for use in closed (process or supply) piping systems. The T Rating for the firestop system when this penetrant is used is 3/4 hr. G. Cross Linked Polyethylene (PEX) Tubing —Nom 2 in. (51 mm) diam (or smaller) SDR 9 PEX tubing for use in closed (process or supply) piping systems. The T Rating for the firestop system when this penetrant is used is 1 hr. H. Electrical Nonmetallic Tubing (ENT)+ —Nom 2 in. (51 mm) diam (or smaller) PVC tubing installed in accordance with Article 331 of the National Electrical Code (NFPA No. 70). The T Rating for the firestop system when this penetrant is used is 1 hr except that when nom diam of tube exceeds 1 in. (25 mm), the T Rating is 1/4 hr. I. Chlorinated Polyvinyl Chloride (CPVC) Pipe —Nom 2 in. (51 mm) diam (or smaller) Schedule 80 CPVC pipe for use in closed (process or supply) piping systems. When 2A, 2B, 2C, 2E, 2F, 2G, 2H or 2I is used, the annular space shall be min 0 in. (point contact) to max 1-5/8 in. (41 mm). When 2D is used, the annular space shall be min 0 in. (point contact) to max 1 in. (25 mm) except that when nom pipe diam exceeds 1-1/2 in. (38 mm), the max annular space is 5/8 in. (16 mm). 3. Fill, Void or Cavity Material* —Sealant —Min 3/4 in. (19 mm) thickness of fill material applied within annulus on top surface of floor. Min 5/8 in. (16 mm) thickness of fill material applied within annulus on bottom surface of ceiling or lower top plate of chase wall assembly. Additional fill material to be installed such that a min 1/8 in. (3 mm) crown is formed around the through penetrant on bottom surface of ceiling or lower plate of chase wall assembly. SPECIFIED TECHNOLOGIES INC —SpecSeal Series SSS Sealant, r SpecSeal LCI Sealant, or Type WF300 Firestop Caulk +Bearing the UL Listing Mark * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2024-02-27 System No. F-C-2032 February 27, 2024 F Rating —1 Hr T Ratings —0, 1/4, 3/4 and 1 Hr (See Item 2) L Rating At Ambient —Less Than 1 CFM/sq ft L Rating At 400 F —Less Than 1 CFM/sq ft 1. Floor-Ceiling Assembly —The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor-ceiling assembly are summarized below: A. Wood Joists —Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. B. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of floor opening is 3 in. (76 mm). C. Gypsum Board* —Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Max diam of opening is 3 in. (76 mm). 2. Chase Wall —(Optional) -The through penetrant (Item 3) may be routed through a single, double or staggered wood stud/gypsum board chase wall and shall include the following construction features: A. Studs —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate —Nom 2 by 4 in. (51 by 102 mm) or 2 by 6 in. (51 by 152 mm) lumber plates or double nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in sole plate. Sole plate to be min 1 in. (25 mm) wider than diam of opening. Max diam of opening in sole plate is 3 in. (76 mm). C. Top Plate —The single or double top plate shall consist of one or two nom 2 by 4 in. (51 by 102 mm) or nom 2 by 6 in. (51 by 152 mm) lumber plates or one or two sets of parallel nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Circular opening to be centered in top plate. Top plate to be min 1 in. (25 mm) wider than diam of opening. Max diam of opening in top plate is 3 in. (76 mm). D. Gypsum Board* —Min 1/2 in. (13 mm) thick gypsum board. 3. Cables —Aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of the opening. The annular space between the cable bundle and the periphery of the opening to be min 0 in. (point contact) to max 1 in. (0 to 25 mm). Cables to be rigidly supported on both sides of the floor-ceiling assembly. Any combination of the following types and sizes of copper conductor cables may be used: A. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jacket. B. Type RG 59/U coaxial cable with polyethylene (PE) insulation and PVC jacket. C. Max 3/C with ground 2/0 AWG aluminum conductor SER cable with PVC insulation and jacket. D. Max 3/C No. 8 AWG steel or aluminum jacketed metal clad or armored clad cable. E. Max 3/C No. 10 AWG with ground Type NM nonmetallic sheathed (Romex) cable with PVC insulation and jacket. 4. Fill, Void or Cavity Material* —Sealant —Min 1/2 in. (13 mm) thickness of fill material applied around cable bundle within the annulus on top surface of chase wall sole plate or top surface of floor. Min 1/2 in. (13 mm) thickness of fill material applied within the annulus of the top plate flush with the bottom surface of the top plate or bottom surface of gypsum board. Min 1/2 in. (13 mm) bead of fill material applied at the cable/lumber plate or cable/floor or ceiling interfaces at point contact locations on both sides of assembly. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2015-06-04 System No. F-C-3010 June 04, 2015 ANSI/UL1479 (ASTM E814)CAN/ULC S115 F Rating —1 Hr F Rating —1 Hr T Ratings —1 Hr FT Ratings —1 Hr FH Rating —1 Hr FTH Ratings —1 Hr © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:40:19 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.3.3 FIRESTOP SYSTEMS - ELECTRICAL 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026THE U.L. FIRE RESISTANCE DESIGNS FOR THROUGH PENETRATIONS HEREIN INDICATED DEPICT TYPICAL FIRE RESISTANCE CONSTRUCTION SITUATIONS THAT MAY OCCUR ON THIS PROJECT. THESE ARE TO BE USED AS A GUIDE AND RESOURCE FOR REFERENCE ON THE CONSTRUCTION SITE. THESE INCLUDED DESIGNS ARE NOT INTENDED DTO BE RESTRICTIVE TO THE PROPRIETARY MANUFACTURER'S PRODUCTS NOR ARE THEY INTENDED TO RESTRICT THE INSTALLER TO THESE DETAILS. OTHER MANUFACTURER'S PRODUCTS AND TECHNIQUES SHALL BE ACCEPTABLE, AS APPROVED BY THE LOCAL BUILDING OFFICIAL. NOTE: SCALE: NTS3SYSTEM NO. W-L-3036 SCALE: NTS1System No. F-C-2032 SCALE: NTS2System No. F-C-3010 1. Floor Assembly —The 1 hr fire rated wood truss or combination wood and steel truss Floor-Ceiling assembly shall be constructed of the materials and in the manner described in the individual L500 Series Design in the UL Fire Resistance Directory, as summarized below: A. Joists —Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. B. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Diam of opening in flooring shall be 3/16 to 5/8 in. (5 to 16 mm) larger than the outside diam of nonmetallic pipe or conduit (Item 3). C. Gypsum Board* —Thickness, type, number of layers and fasteners shall be as specified in the individual Floor-Ceiling Design. Diam of opening shall be 3/16 to 5/8 in. (5 to 16 mm) larger than the outside diam of nonmetallic pipe or conduit (Item 3). 2. Chase Wall —(Optional) -The through penetrants (Item 3) may be routed through a single, double or staggered wood stud/gypsum board chase wall and shall include the following construction features: A. Studs —Nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 152 mm), 2 by 8 in. (51 by 203 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate —Nom 2 by 4 in. (51 by 102 mm) or 2 by 6 in. (51 by 152 mm) lumber plates or double nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Diam of opening shall be 3/16 to 5/8 in. (5 to 16 mm) larger than the outside diam of nonmetallic pipe or conduit (Item 3). C. Top Plate —The single or double top plate shall consist of one or two nom 2 by 4 in. (51 by 102 mm) or 2 by 6 in. (51 by 152 mm) lumber plates or one or two sets of nom 2 by 4 in. (51 by 102 mm) lumber plates tightly butted together. Diam of opening shall be 3/16 to 5/8 in. (5 to 16 mm) larger than the outside diam of nonmetallic pipe or conduit (Item 3). D. Gypsum Board* —Min 1/2 in. thick rated or non-rated gypsum board. 3. Through Penetrant —One nonmetallic pipe or conduit to be installed concentrically or eccentrically within the firestop system. Annular space between pipe or conduit and edge of opening to be min 0 in. (point contact) to max 1/2 in. (0 to 13 mm). Pipe to be rigidly supported on both sides of floor-ceiling assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe —Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. Note: When the annular space is min 1/2 in. T Rating is 1 hr, otherwise the T Rating is 0 Hr. 4. Fill, Void or Cavity Materials* -Caulk —Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with top surface of sole plate or subfloor. Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with bottom surface of top plate or gypsum board. At the point contact location or when the annulus between the through penetrant and sole plate or subfloor or top plate or gypsum board is 1/8 in. (3 mm) or less, min 1/2 in. (13 mm) diam bead of fill material applied at the through penetrant/sole plate interface or penetreant/top plate or gypsum board interface. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2015-06-04 System No. F-C-2014 June 04, 2015 F Rating —1 Hr T Ratings —0 and 1 Hr (See Item 3) 1. Floor-Ceiling Assembly —Floor Assembly —The 1 hr fire rated wood truss or combination wood and steel truss Floor-Ceiling assembly shall be constructed of the materials and in the manner described in the individual L500 Series Design in the UL Fire Resistance Directory, as summarized below: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Diam of opening shall be 1/2 in. to 1 in. (13 to 25 mm) larger than the outside diam of nonmetallic pipe (Items 3 and 4). B. Joists —Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and ends firestopped. C. Gypsum Board* —Nom 4 ft. (1.2 m) wide by 5/8 in. (16 mm) thick, attached as described in the individual Floor-Ceiling Design. 2. Chase Wall —The through-penetrant (Item No. 3) shall be routed through a single, double or staggered wood stud/gypsum board chase wall and shall include the following construction features: A. Studs —Nom 2 by 4 in. (51 by 102 mm) or 2 by 6 in. (51 by 152 mm) lumber studs. B. Sole Plate —Nom 2 by 4 in. (51 by 102 mm) or 2 by 6 in. (51 by 152 mm) lumber plates. Diam of opening or length of notch-out in sole plate to be 1/2 in. to 1 in. (13 to 25 mm) larger than outside diam of pipe. C. Top Plate —The single or double top plate shall consist of one or two nom 2 by 4 in. (51 by 102 mm) or 2 by 6 in. (51 by 152 mm) lumber plates. Diam of opening or length of notch-out in top plate to be 1/2 in. to 1 in. (13 to 25 mm) larger than outside diam of pipe. D. Gypsum Board* —Min 1/2 in. (13 mm) thick rated or nonrated gypsum board. 3. Through Penetrant —One nonmetallic pipe to be installed within the firestop system. Pipe to be rigidly supported on both sides of floor-ceiling assembly. The annular space between pipe and periphery of opening shall be min 0 in. (point contact) to max 1/2 in. (0 to max 13 mm). The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Acrylonitrile Butadiene Styrene (ABS) Pipe —Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. C. Chlorinated Polyvinyl Chloride (CPVC) Pipe —Nom 3 in. (76 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. 4. Branch Piping —(Optional)—One nonmetallic pipe to be connected to through penetrant (Item 3) and installed within opening in subfloor. The annular space between pipe and periphery of opening shall be min 0 in. (point contact) to max 1/2 in. (13 mm). The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Acrylonitrile Butadiene Styrene (ABS) Pipe —Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system.. 5. Fill, Void or Cavity Materials* —Caulk or Sealant —Min 3/4 in. (19 mm) thickness of caulk applied within annular space around perimeter of through penetrant (Item 3), flush with top surface of floor or sole plate and flush with bottom surface of top plate. Min 3/4 in. (19 mm) thickness of caulk applied within annular space around perimeter of branch piping (Item 4), flush with top surface of floor. Min 1/2 in. (13 mm) diam bead applied at the pipe/floor interface. SPECIFIED TECHNOLOGIES INC —SpecSeal Series SSS Sealant, SpecSeal LCI Sealant or Type WF300 Firestop Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2009-03-27 System No. F-C-2157 March 27, 2009 F Rating —1 Hr T Rating —0 Hr L Rating At Ambient —Less Than 1 CFM/sq ft L Rating At 400 F —Less Than 1 CFM/sq ft 1. Floor-Ceiling Assembly —The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor-ceiling assembly are summarized below: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Rectangular cutout in flooring to accommodate the bathtub drain piping (Item 2) to be max 8 by 12 in. (203 by 305 mm). Cutout to be patched on underside of subfloor using one layer of min 3/4 in. (19 mm) thick plywood or min 5/8 in. (16 mm) thick gypsum wallboard (Item 1C) sized to lap min 2 in.(51 mm) beyond each edge of rectangular cutout. Diam of opening hole-sawed through patch to accommodate drain piping (Item 2) to be 1 in. (25 mm) larger than outside diam of drain piping and positioned such that drain piping is centered in opening. Patch split into two pieces at opening hole-sawed for bathtub drain piping. Two pieces positioned around drain piping, with cut edges tightly butted, and screw-attached to underside of subfloor with 1-1/4 in. (32 mm) long Type S steel screws spaced max 6 in. (152 mm) OC. B. Wood Joists* —Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Gypsum Board* —Nom 4 ft (1.22 m) wide by 5/8 in. (16 mm) thick, attached as described in the individual Floor-Ceiling Design. 2. Drain Piping —Nom 1-1/2 in. (38 mm) diam (or smaller) Schedule 40 cellular or solid core polyvinyl chloride (PVC) or acrylonitrile butadiene styrene (ABS) pipe and drain fittings cemented together and provided with PVC or ABS bathtub waste/overflow fittings. The annular space shall be a min 3/8 in. (10 mm) to max 5/8 in. (16 mm). 3. Fill, Void or Cavity Material* -Sealant —Min 5/8 in. (16 mm) depth of fill material applied within annular space, flush with both surfaces of plywood or gypsum wallboard patch. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2004-10-27 System No. F-C-2320 October 27, 2004 F Rating —1 Hr T Rating —1 Hr System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposed side. 1. Floor-Ceiling Assembly —The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The 2 hr fire-rated wood joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in Design Nos. L505, L511 or L536 in the UL Fire Resistance Directory. The F, T, FT, FH and FTH Ratings of the firestop system are equal to the rating of the floor-ceiling assembly. The general construction features of the floor-ceiling assembly are summarized below: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Diam of opening hole-sawed in flooring shall be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than diam of through penetrant (Item 3) or branch piping (Item 4). As an option, the opening for the branch piping (Item 4) may be rectangular, 8 by 12 in. (203 by 305 mm) max, for 1 hr rated assemblies only. Cutout to be patched on underside of subfloor using one layer of min 3/4 in. (19 mm) thick plywood or min 5/8 in. (16 mm) thick gypsum board (Item 1D) sized to lap min 2 in. (51 mm) beyond each edge of rectangular cutout. Diam of opening hole sawed through patch to accommodate branch piping (Item 4) to be min 1/2 in. (13 mm) to max 1 in.(25 mm) larger than diam of branch piping. Patch split into two pieces at opening hole-sawed for branch piping. Two pieces positioned around branch piping, with cut edges tightly-butted, and screw attached to the underside of subfloor using 1-1/4 in. (32 mm) long Type S steel screws spaced max 6 in. (152 mm) OC. B. Wood Joists* —For 1 hr fire-rated floor-ceiling assemblies nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. For 2 hr fire-rated floor-ceiling assembly, nom 2 by 10 in. (51 by 254 mm) lumber joists spaced 16 in. (406 mm) OC with nom 1 by 3 in. (25 by 76 mm) lumber bridging with ends firestopped. C. Furring Channels —(Not Shown) —Resilient galv steel furring installed perpendicular to wood joists between first and second layers of gypsum board (Item 1D)in 2 hr fire- rated assembly. D. Gypsum Board* —Nom 4 ft (1.22 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. First layer of gypsum board nailed to wood joists. Second layer of gypsum board (2 hr fire-rated assembly) screw-attached to furring channels. Diam of opening shall be max 1/2 in. (13 mm) larger than nom diam of through penetrant (Item 3). 2. Chase Wall —(Optional, not shown) -The through-penetrant (Item 3) may be routed through a single, double or staggered wood stud/gypsum board chase wall which includes the following construction features: A. Studs —Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate —Nom 2 by 6 in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Diam of opening hole-sawed in sole plate to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than diam of through penetrant (Item 3). C. Top Plate —The single or double top plate shall consist of one or two nom 2 by 6 in. (51 by 152 mm) or one or two sets of parallel nom 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. Diam of opening shall be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than diam of through penetrant (Item 3). D. Gypsum Board* —Min 1/2 in. (13 mm) thick rated or non-rated gypsum board. 3. Through Penetrants —One nonmetallic pipe to be centered within the firestop system. Pipe to be rigidly supported on both sides of floor-ceiling assembly. The annular space between pipe and periphery of opening shall be min 0 in. (0 mm, point contact) to max 1/2 in. (13 mm). Pipe may be installed with continuous point contact where it passes through gypsum board ceiling. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 cellular or solid core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe —Nom 4 in. (102 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping system. C. Acrylonitrile Butadiene Styrene (ABS) Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 cellular or solid core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. 4. Branch Piping —(Optional)—One nonmetallic pipe with or without nom 4 in. (102 mm) diam (or smaller) toilet flange (not shown) connected to through penetrant (Item 3) within concealed space above ceiling and centered within opening in subfloor. The annular space between pipe and periphery of opening shall be min 0 in. (0 mm, point contact) to max 1/2 in. (13 mm). Branch piping may terminate in a max 4 in. (102 mm) diam toilet flange that corresponds to the type of branch piping. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 cellular or solid core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Acrylonitrile Butadiene Styrene (ABS) Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 cellular or solid core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. 5. Firestop System —The details of the firestop system shall be as follows: A. Fill, Void or Cavity Material* -Wrap Strip —Nom 1/8 (3 mm), 3/16 in. (5 mm) or 1/4 in. (6 mm) thick intumescent material faced on both sides with a plastic film, supplied in 1-1/2 in. or 2 in. (38 or 51 mm) wide strips. Nom 1-1/2 in. or 2 in. (38 or 51 mm) wide strips tightly wrapped around through penetrant (Item 3) with the edges butted against the underside of the gypsum board ceiling (Item 1D) or top plate of chase wall (Item 2C) around the entire perimeter of the hole-sawed opening. For nom 1/2 in. to 2 in. (13 to 51 mm) diam pipes, a min of one layer of wrap strip is required. For nom 2-1/2 in. to nom 4 in. (64 to 102 mm) diam pipes, a min of two layers of wrap strip is required. Each layer of wrap strip to be installed with butted seams, butted seams in successive layers to be staggered or aligned. Wrap strip layer(s) secured together with masking tape. SPECIFIED TECHNOLOGIES INC —SpecSeal RED, RED2, BLU or BLU2 Wrap Strip A1. Fill, Void, or Cavity Material -Wrap Strip —(Not Shown) -As an alternate to Item 5A for nom 2 in., 3 in. and 4 in. (51, 76 and 102 mm) diam pipes, precut intumescent wrap strip faced on both sides with a plastic film sized to fit the OD of the pipe. The size of the intumescent wrap strip for each pipe size is tabulated below: SPECIFIED TECHNOLOGIES INC —SpecSeal SSW125, SSW250, or SSW375 Wrap Strip B. Steel Collar —Collar fabricated from coils of precut 0.016 in. (0.4 mm) thick galv sheet steel available from wrap strip manufacturer. Collar shall be nom 1-1/2 in. or 2 in. (38 or 51 mm) deep dependent upon wrap strip width with 1 in. (25 mm) wide by 2 in. (51 mm) long anchor tabs for attachment to underside of ceiling or top plate. Retainer tabs, 3/4 in. (19 mm) wide tapering down to 1/4 in. (6 mm) wide and located opposite the anchor tabs, folded 90 degrees toward through penetrant surface to maintain the annular space and to retain the wrap strips. Collar wrapped around wrap strips and through-penetrant with a 1 in. (25 mm) wide overlap along its perimeter joint and secured with a min 1/2 in. (13 mm) wide by 0.028 in. (0.7 mm) thick stainless steel hose clamp at the mid-height of the steel collar. As an alternate to the steel hose clamp, the steel collar may be secured together by means of three No. 8 steel sheet metal screws. The length of the steel screws is dependent upon the number of layers of wrap strip used within the steel collar. For steel collars incorporating a single layer of wrap strip, the length of the steel screws shall be 1/4 in. (6 mm) long. For steel collars incorporating two or more layers of wrap strip, the length of the steel screws shall be 3/8 in. (10 mm) long. Collar secured to the bottom of ceiling with min 3/16 in. (5 mm) diam by 2 in. (51 mm) long toggle bolts in conjunction with min 1/4 in. (6 mm) by 1-1/4 in. (32 mm) diam steel fender washers. Collar secured to bottom of chase wall top plate with min 3/4 in. (19 mm) long steel wood screws in conjunction with min 1/4 in. (6 mm) by 1 in. (25 mm) diam steel fender washers, respectively. The number of screws is dependent upon the nom diam of the through penetrant. Two screws, symmetrically located, are required for nom 1/2 in. (13 mm) through 2 in. (51 mm) diam through-penetrants. Three screws, symmetrically located, are required for nom 2-1/2 in. (64 mm) and 3 in. (76 mm) diam through-penetrants. Four screws, symmetrically located, are required for nom 3-1/2 in. (89 mm) and 4 in. (102 mm) diam through-penetrants. Steel collar is not required to be installed around branch piping at the underside of the flooring. C. Firestop Device* —(Not Shown)—As an alternate to Items 5A and 5B for through-penetrant (Item 3), a firestop device consisting of a steel collar lined with intumescent material and sized to fit the specific diam of the nonmetallic pipe may be used. Firestop device to be installed on underside of ceiling or top plate in accordance with the accompanying installation instructions. When pipe is contained within the cavity of a wall, the minimum number of fasteners may be reduced. For nom 2 in. diam (or smaller) pipes, the minimum number of opposing fasteners is two. For nom 3 in. diam (or smaller) pipes, the minimum number of fasteners is three. SPECIFIED TECHNOLOGIES INC —SpecSeal Firestop Collar, SpecSeal LCC Collar or SpecSeal SSC Collar D. Fill, Void or Cavity Material* -Sealant —Min 3/4 in. (19 mm) thickness of fill material applied within annular space around perimeter of through penetrant (Item 3) and branch piping (Item 4), flush with top surface of floor or top of chase wall sole plate. Min 1/2 in. (13 mm) diam bead applied at point contact locations at pipe/floor interface and the pipe/plate interface. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2015-06-04 System No. F-C-2321 June 04, 2015 ANSI/UL1479 (ASTM E814)CAN/ULC S115 F Ratings —1 and 2 Hr (See Item 1)F Ratings —1 and 2 Hr (See Item 1) T Ratings —1 and 2 Hr (See Item 1)FT Ratings —1 and 2 Hr (See Item 1) L Rating At Ambient —Less Than 1 CFM/sq ft FH Ratings —1 and 2 Hr (See Item 1) L Rating At 400 F —Less Than 1 CFM/sq ft FTH Ratings —1 and 2 Hr (See Item 1) L Rating At Ambient —Less Than 5.1 L/s/m2 L Rating At 400 F —Less Than 5.1 L/s/m2 1. Floor-Ceiling Assembly —The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory, as summarized below: A. Flooring System —Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of opening is 5 in. (127 mm). B. Wood Joists —Nom 2 by 10 in. (51 by 254 mm) lumber joists spaced 16 in. (406 mm) OC with nom 1 by 3 in. (25 by 76 mm) lumber bridging and with ends firestopped. As an alternate to lumber joists, nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists trusses or Structural Wood Members* with bridging as required with ends firestopped. C. Furring Channels —(Not Shown) -Resilient galv steel furring installed perpendicular to wood joists (Item 1B) between gypsum board (Item 1D) and wood joists as required in the individual Floor-Ceiling Design. D. Gypsum Board* —Nom 4 ft (1.22 mm) wide by 5/8 in. (16 mm) thick as specified in the individual Floor-Ceiling Design. Gypsum board secured to wood joists as specified in the individual Floor-Ceiling Design. 2. Closet Flange —Polyvinyl chloride (PVC) or acrylonitrile butadiene styrene (ABS) closet flange installed in hole-sawed opening in flooring system with flange secured to top of flooring with steel screws. Diam of circular opening through flooring (Item 1A) to be max 1/2 in. (13 mm) larger than outside diam of closet flange. 3. Drain Piping —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 PVC or ABS drain piping and fittings. Short length of pipe with 90 degree elbow fitting cemented into bottom socket of closet flange. Drain piping to soil stack cemented into elbow. 4. Fill, Void or Cavity Material* -Sealant —Fill material forced into annulus between closet stub and periphery opening in flooring to max extent possible, flush with bottom surface of floor. Additional fill material to be installed such that a min 3/8 in. (10 mm) crown is formed around the closet stub on bottom surface of floor. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk 5. Water Closet —(Not Shown) -Floor mounted vitreous china water closet. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2004-10-27 System No. F-C-2322 October 27, 2004 F Rating —1 Hr T Rating —1 Hr © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:40:22 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.3.4 FIRESTOP SYSTEMS - PLUMBING 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026THE U.L. FIRE RESISTANCE DESIGNS FOR THROUGH PENETRATIONS HEREIN INDICATED DEPICT TYPICAL FIRE RESISTANCE CONSTRUCTION SITUATIONS THAT MAY OCCUR ON THIS PROJECT. THESE ARE TO BE USED AS A GUIDE AND RESOURCE FOR REFERENCE ON THE CONSTRUCTION SITE. THESE INCLUDED DESIGNS ARE NOT INTENDED DTO BE RESTRICTIVE TO THE PROPRIETARY MANUFACTURER'S PRODUCTS NOR ARE THEY INTENDED TO RESTRICT THE INSTALLER TO THESE DETAILS. OTHER MANUFACTURER'S PRODUCTS AND TECHNIQUES SHALL BE ACCEPTABLE, AS APPROVED BY THE LOCAL BUILDING OFFICIAL. NOTE: SCALE: NTS1System No. F-C-2014 SCALE: NTS2System No. F-C-2157 SCALE: NTS3System No. F-C-2320 SCALE: NTS4System No. F-C-2321 SCALE: NTS5System No. F-C-2322 1. Wall Assembly —The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall incorporate the following construction features: A. Studs —Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. B. Gypsum Board* —Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Designs. For nom 2-1/2 in. (64 mm) diam and smaller pipes and conduits, diam of opening shall be max 1/4 in. (6 mm) larger than nom pipe diam. For pipes and conduits greater than nom 2-1/2 in. (64 mm) diam of opening shall be max 1/2 in. (13 mm) larger than nom pipe diam. The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants —One nonmetallic pipe or conduit to be centered within opening with a max annular space between pipe or conduit and periphery of 1/8 in. (3.2 mm) for nom 2-1/2 in. (64 mm) diam and smaller pipes and conduits and 1/4 in. (6 mm) for pipes and conduits greater than 2-1/2 in. (64 mm) diam. Pipe or conduit to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes and conduits may be used. A. Polyvinyl Chloride (PVC) Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe —Nom 4 in. (102 mm) diam (or smaller) SDR13.5 or Schedule 80 CPVC pipe for use in closed (process or supply) piping systems. C. Acrylonitrile Butadiene Styrene (ABS) Pipe —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. D. Rigid Nonmetallic Conduit+ —Nom 4 in. (102 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA 70). 3. Firestop System —The firestop system consists of the following: A. Fill, Void or Cavity Material* -Sealant —Min 1/4 in. (6 mm) thickness applied within annulus, flush with both surfaces of wall. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk B. Firestop Device* —Galv steel collar lined with an intumescent material sized to fit the specific diam of the through penetrant. Device shall be installed around through penetrant in accordance with the accompanying installation instructions. Device incorporates anchor tabs for securement to both surfaces of wall assembly by means of 3/16 in. (4.8 mm) diam steel toggle bolts in conjunction with min 1-1/4 in. (32 mm) diam steel fender washers. SPECIFIED TECHNOLOGIES INC —SpecSeal LCC Collar, SpecSeal Firestop Collar or SpecSeal SSC Collar C. Fill, Void or Cavity Material -Wrap Strip —(Optional, Not Shown) -Nom 1/8 or 3/16 in. (3.2 or 4.8 mm) thick intumescent material faced on both sides with a plastic film, supplied in 2 in. (51 mm) wide strips or nom 1/8 or 1/4 in. (3.2 or 6 mm) thick intumescent material faced on both sides with a plastic film, supplied in 1-1/2 in. (38 mm) wide strips. The layers of wrap strips are individually wrapped around the through-penetrant with ends butted and held in place with masking tape. Butted ends in successive layers shall be aligned. Except as noted in Item 2, the F and T Rating of the firestop system is dependent upon the fire rating of wall, diam of through penetrant and the number of wrap strips as tabulated below: System No. W-L-2439 November 26, 2012 F Ratings —1 and 2 Hr (See Item 1) T Ratings —1 and 2 Hr (See Item 1) L Rating At Ambient -Less Than 1 CFM/sq ft L Rating At 400 F -Less Than 1 CFM/sq ft SPECIFIED TECHNOLOGIES INC —SpecSeal BLU Wrap Strip, SpecSeal BLU2 Wrap Strip, SpecSeal RED Wrap Strip, or SpecSeal RED2 Wrap Strip D. Steel Collar —(Optional, Not Shown) Used in conjunction with Item 3C, collar fabricated from coils of precut 0.016 in. (0.4 mm) thick galv sheet steel available from wrap strip manufacturer. Collar shall be min 1-1/2 in. (38 mm) deep with 1 in. (25 mm) wide by 2 in. (51 mm) long anchor tabs for securement to the concrete floor or wall. Retainer tabs, 3/4 in. (19 mm) wide tapering down to 1/4 in. (6 mm) wide and located opposite the anchor tabs, are folded 90 degree toward pipe surface to maintain the annular space around the pipe and to retain the wrap strips. Steel collar wrapped around wrap strips and pipe with a 1 in. (25 mm) wide overlap along its perimeter joint and secured together by means of a min 1/2 in. (13 mm) wide by 0.028 in. (0.7 mm) thick stainless steel hose clamp installed at mid-depth of the steel collar. As an alternate to the steel hose clamp, the steel collar may be secured together by means of three No. 8 by 1/4 in. (6 mm) long steel sheet metal screws when more than one layer of wrap strip is used. Wrap strip/collar assembly is slid along the through-penetrant until abuts the surface of the wall. Collar secured to wall by 1/8 in. (3.2 mm) diam by 1-3/4 in. (44 mm) long steel molly bolts in conjunction with 1-1/4 in. (32 mm) diam steel fender washers. The number of molly bolts used is dependent upon the nom diam of the through penetrant. Two molly bolts, symmetrically located, are required for nom 1-1/2 in. (38 mm) and 2 in. (51 mm) diam through penetrants. Three molly bolts, symmetrically located, are required for nom 2-1/2 in. (64 mm) and 3 in. (76 mm) diam through penetrants. Four molly bolts, symmetrically located, are required for nom 3-1/2 in. (89 mm) and 4 in. (102 mm) diam through penetrants. Steel collars are installed on each side of wall. +Bearing the UL Listing Mark * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2012-11-26 1. Wall Assembly —The fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs —Wall framing to consist of nom 2 by 6 in. (51 by 152 mm) (or larger) wood or steel channel studs or doubled or staggered nom 2 by 4 in. (51 by 102 mm) (or larger) wood studs spaced in accordance with the individual U300, U400, or V400 Series Wall and Partition Designs. B. Gypsum Board* —Thickness, type, number of layers, as specified in the individual Wall and Partition Design. Max diam of opening is 5 in. (127 mm). The hourly F and T Ratings are equal to the hourly rating of the wall assembly in which it is installed. 2. Tub and Shower Valve —Single-handled tub/shower valve assembly with nonmetallic/nonferrous and stainless steel materials connected to nom 1/2 in. (13 mm) cross-linked polyethylene (PEX), copper, brass, or iron supply pipes/tubes. Nom 7 in. (178 mm) stainless steel escutcheon plate to lap min 1 in. (25 mm) beyond periphery of opening. 3. Fill, Void or Cavity Material* —Sealant or Putty —Min 1/2 in. (13 mm) depth of fill material applied within opening flush with wall surface. SPECIFIED TECHNOLOGIES INC —SpecSeal Series SSS Sealant, SpecSeal LCI Sealant, SpecSeal LC150 Sealant, SpecSeal Series SIL300 Sealant, SpecSeal Putty, Pensil 300 Sealant, or Type WF300 Firestop Caulk (U300 Walls only) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2009-11-03 System No. W-L-7193 November 03, 2009 F Ratings —1 and 2 Hr (See Item 1) T Ratings —1 and 2 Hr (See Item 1) L Rating At Ambient -Less Than 1 CFM/sq ft L Rating At 400 F -Less Than 1 CFM/sq ft System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposed side. 1. Wall Assembly —The 1 or 2 h fire rated gypsum board/wood stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or V300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs —Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. B. Gypsum Board* —Thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or V300 Series Design in the UL Fire Resistance Directory. Diam of opening to be min 1/2 in. (13 mm) to max 1 in. (25 mm) larger than outside diam of through penetrant. The hourly F and FH Ratings of the firestop system are equal to the hourly assembly rating of the wall assembly in which it is installed. 2. Through Penetrants —One nonmetallic pipe to be installed eccentrically or concentrically within the firestop system. The annular space between the pipe and edge of through opening shall be min 0 in. (point contact) to max 1 in. (25 mm). Nonmetallic pipe to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Chlorinated Polyvinyl Chloride (CPVC) Pipe —Nom 2 in. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. B. Polyvinyl Chloride (PVC) Pipe —Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid-core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. C. Cross-linked Polyethylene (PEX) Tubing —Nom 2 in. (51 mm) diam (or smaller) SDR9 PEX tube for use in closed (process or supply) piping systems. D. Rigid Nonmetallic Conduit+ —Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). E. Electrical Nonmetallic Tubing+ —Nom 2 in. (51 mm) diam (or smaller) PVC tubing installed in accordance with Article 331 of the National Electrical Code (NFPA No. 70). See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of manufacturers. For closed piping systems, the hourly T, FT and FTH Ratings of the firestop system are equal to the hourly assembly rating of the wall assembly in which it is installed. For vented piping systems, the hourly T, FT and FTH Ratings of the firestop system are 0 Hr. 3. Fill, Void or Cavity Material* —Caulk —For 2 h F Rating, min 1-1/4 in. (32 mm) thickness of fill material applied within the annulus, flush with both surfaces of the wall. For 1 h F Rating, min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of the wall. A min 1/4 in. (6 mm) diam bead of caulk shall be applied at the pipe/gypsum board interface at the point contact location on both sides of the wall. SPECIFIED TECHNOLOGIES INC —Type WF300 Caulk * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. +Bearing the UL Listing Mark Last Updated on 2021-10-11 System No. W-L-2423 October 11, 2021 ANSI/UL1479 (ASTM E814) CAN/ULC S115 F Ratings —1 and 2 Hr (See Item 1) F Ratings —1 and 2 Hr (See Item 1) T Ratings —0, 1 and 2 Hr (See Item 2)FT Ratings —0, 1 and 2 Hr (See Item 2) L Rating At Ambient —Less Than 1 CFM/ft2 FH Ratings —1 and 2 Hr (See Item 1) L Rating At 400°F —Less Than 1 CFM/ft2 FTH Ratings —0, 1 and 2 Hr (See Item 2) L Rating At Ambient —Less Than 5.1 L/s/m2 L Rating At 204°C —Less Than 5.1 L/s/m2 1. Wall Assembly —The 1 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs —(Not Shown) -Wall framing to consist of min 2 by 6 in. (51 by 152 mm) wood or steel channel studs spaced in accordance with the individual U300, U400, or V400 Series Wall and Partition Designs. B. Batts and Blankets* —Glass fiber or mineral wool batt insulation placed to fill stud cavity containing nonmetallic DWV pipe with clean-out tee (Item 2). Glass fiber insulation to have a min density of 0.9 pcf (14 kg/m3) and a min R-13 thermal insulation rating. Mineral wool batt insulation to have a min density of 3 pcf (48 kg/m3). See Batts and Blankets (BKNV) Category in the Building Materials Directory and Batts and Blankets (BZJZ) Category in the Fire Resistance Directory for names of Classified Companies. C. Gypsum Board* —One layer of nom 5/8 in. (16 mm) thick gypsum board, as specified in the individual Wall and Partition Design. Max diam of opening is 5 in. (127 mm). 2. Piping System —One nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC or ABS pipe with PVC or ABS clean-out tee, with threaded plug, for use in vented (drain, waste or vent) piping system installed within stud cavity. The threaded PVC or ABS clean-out plug is to be centered behind opening in gypsum board. 3. Fill, Void or Cavity Material* -Putty or Sealant —Min 3/4 by 5/16 in. (19 by 8 mm) continuous band of putty or min 1/2 in. (13 mm) diam continuous bead of sealant applied as a gasket around perimeter of opening. SPECIFIED TECHNOLOGIES INC —SpecSeal Putty, SpecSeal SSS Series Sealant, SpecSeal LCI Sealant, Pensil 300 Sealant or Type WF300 Firestop Caulk (U300-Series Wall and Partition Designs only) 4. Cover Plate —Min 6-1/2 in. (165 mm) diam 24 gauge (or heavier) stainless steel cover plate secured to PVC or ABS clean-out plug with stainless steel screw through center of plate. Cover plate to be tightened squarely to wall and shall overlap surface of gypsum board min 3/4 in. (19 mm) around entire perimeter of opening. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2010-05-17 System No. W-L-2552 May 17, 2010 F Rating —1 Hr T Rating —1 Hr © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:40:25 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD1.3.5 FIRESTOP SYSTEMS - PLUMBING 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: NTS2SYSTEM NO. W-L-2439 SCALE: NTS4SYSTEM NO. W-L-7193 SCALE: NTS1System No. W-L-2423 THE U.L. FIRE RESISTANCE DESIGNS FOR THROUGH PENETRATIONS HEREIN INDICATED DEPICT TYPICAL FIRE RESISTANCE CONSTRUCTION SITUATIONS THAT MAY OCCUR ON THIS PROJECT. THESE ARE TO BE USED AS A GUIDE AND RESOURCE FOR REFERENCE ON THE CONSTRUCTION SITE. THESE INCLUDED DESIGNS ARE NOT INTENDED DTO BE RESTRICTIVE TO THE PROPRIETARY MANUFACTURER'S PRODUCTS NOR ARE THEY INTENDED TO RESTRICT THE INSTALLER TO THESE DETAILS. OTHER MANUFACTURER'S PRODUCTS AND TECHNIQUES SHALL BE ACCEPTABLE, AS APPROVED BY THE LOCAL BUILDING OFFICIAL. NOTE: SCALE: NTS3System No. W-L-2552 UNITUNIT UNITUNIT T.O. SUB FLOOR B.O. TRUSS T.O. CONCRETE T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. PLATE UNITUNIT UNITUNIT R1 W2.1a F1 W2.1a W2.1a F1 CONC. FOUNDATION OVER VAPOR BARRIER RE: STRUCTURAL W2.1a 9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"F1 PRESSURE TREATED 2X SILL PLATE ON SILL SEALER; RE: STRUCT. FOR ANCHOR SYSTEM WOOD TRUSSES. RE: STRUCT. DWS. FOR DIRECTION AD4.2.1 1 AD4.2.1 2 AD4.2.1 3 CORRIDORUNIT UNIT W3.1a W3.1a T.O. SUB FLOOR B.O. TRUSS CORRIDORUNIT UNIT W3.1a W3.1a T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS CORRIDORUNIT UNIT W3.1a W3.1a CORRIDORUNIT UNIT W3.1a W3.1a T.O. CONCRETE R2 CONC. FOUNDATION OVER VAPOR BARRIER RE: STRUCTURAL F1 F1 F2 F2 F2 F1 F1 F1 F1 PRESSURE TREATED 2X SILL PLATE ON SILL SEALER; RE: STRUCT. FOR ANCHOR SYSTEM WOOD TRUSSES. RE: STRUCT. DWS. FOR DIRECTION T.O. PLATE AD4.2.1 4 AD4.2.1 5 AD4.2.1 6 9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"SLOPE 1/4" / 12" SLOPE 1/4" / 12" UNITUNIT T.O. SUB FLOOR B.O. TRUSS T.O. CONCRETE T.O. SUB FLOOR B.O. TRUSS T.O. PLATE UNITUNIT R1 W4.1a F1 CONC. FOUNDATION OVER VAPOR BARRIER RE: STRUCTURAL W4.1a F1 T.O. SUB FLOOR B.O. TRUSS UNITUNIT W4.1a F1 UNITUNIT W4.1a 9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"VARIES9' - 1 1/8"1' - 6 3/4"PRESSURE TREATED 2X SILL PLATE ON SILL SEALER; RE: STRUCT. FOR ANCHOR SYSTEM WOOD TRUSSES. RE: STRUCT. DWS. FOR DIRECTION AD4.2.1 7 AD4.2.1 8 T.O. PLATE R3 W5.1 CONC. FOUNDATION OVER VAPOR BARRIER RE: STRUCTURAL 2X PRESSURE TREATED SILL. RE: STRUCTURAL FOR ANCHOR SYSTEM T.O. SUB FLOOR B.O. TRUSS UNITSTAIR T.O. CONCRETE F2 F1 T.O. SUB FLOOR B.O. TRUSS 9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"T.O. SUB FLOOR B.O. TRUSS W5.1 W5.1 W5.1 UNITSTAIR UNITSTAIR UNITSTAIR F2 F1 F2 F1 AD4.2.1 11 AD4.2.1 10 AD4.2.1 12 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/8" = 1'-0" 3/17/2026 9:40:28 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD2.1.1 INTERIOR WALL SECTIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3/8" = 1'-0"1 TENANT SEPARATION WALL SCALE: 3/8" = 1'-0"2 TYP. CORRIDOR WALL SCALE: 3/8" = 1'-0"3 INTERIOR BEARING WALL WALL SECTION LEGEND SCHEDULED ROOF/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED FLOOR/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED WALL PARTITION TYPE; RE: AD1.2.1 NOTE: SEE FLOOR PLANS FOR SLAB DROP LOCATIONS R F FEFx SCALE: 3/8" = 1'-0"4 TWO HOUR FIRE BARRIER WALL CONC. FOUNDATION OVER VAPOR BARRIER RE: STRUCTURALFINISH GRADE RE: LANDSCAPE SLOPE UNIT UNIT UNIT UNIT T.O. CONCRETE B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR 42" HIGH METAL R&J RAILING F1 F1 F1 R1 T.O. PLATE 9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"W1.1EF2a W1.1EF4b W1.1EF4b AD4.2.2 1 AD8.1.1 1 AD8.2.1 4 AD8.2.1 3 AD8.2.1 3 1' - 6" 4' - 0" CONC. FOUNDATION OVER VAPOR BARRIER RE: STRUCTURALFINISH GRADE RE: LANDSCAPE SLOPE UNIT UNIT F1 F1 F1 UNIT UNIT T.O. CONCRETE B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR T.O. PLATE 9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"W1.1EF3a W1.1EF3a W1.1EF3a W1.1EF4a AD4.2.2 2 AD4.2.2 3 R1 12 6 1' - 6" AD8.1.1 5 4' - 0"3' - 7"CONC. FOUNDATION OVER VAPOR BARRIER RE: STRUCTURALFINISH GRADE RE: LANDSCAPE UNIT F1 F1 UNIT T.O. CONCRETE B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR T.O. PLATE 42" HIGH METAL R&J RAILING SLOPE 9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"UNIT UNIT W1.1EF3a W1.1EF4a W1.1EF4b W1.1EF4b AD4.2.2 2 AD4.2.2 3 AD8.2.1 3 12 4 R1 AD8.1.1 6 1' - 6" F1 4' - 0"5' - 2"CONC. FOUNDATION OVER VAPOR BARRIER RE: STRUCTURALFLATWORK RE: LANDSCAPE SLOPE F1 F1 F1 CORRIDOR UNIT T.O. CONCRETE B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR T.O. PLATE UNIT UNIT 9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"WOOD FRAMED CANOPY SLOPE W1.1EF2a W1.1EF2a W1.1EF4b W1.1EF4b AD8.1.1 1 R1 AD4.2.2 10 1' - 6" AD6.3.1 14 4' - 0"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"9' - 1 1/8"T.O. CONCRETE B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR B.O. TRUSS T.O. SUB FLOOR T.O. PLATE CONC. FOUNDATION OVER VAPOR BARRIER RE: STRUCTURALFINISH GRADE RE: LANDSCAPE UNIT F1 F1 UNIT SLOPE UNIT UNIT W1.1EF3a W1.1EF4a W1.1EF3a W1.1aEF3a AD4.2.2 4 R1 12 6 AD8.1.1 5 1' - 6" AD4.2.2 11 F1 ELECTRICAL PANELS AD4.2.2 12 9' - 1 1/8"METER CHASE WALL 4' - 0"2' - 10 1/2"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/8" = 1'-0" 3/17/2026 9:40:33 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD2.2.1 EXTERIOR WALL SECTIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3/8" = 1'-0"1 EXTERIOR WALL SECTION SCALE: 3/8" = 1'-0"2 EXTERIOR WALL SECTION SCALE: 3/8" = 1'-0"3 EXTERIOR WALL SECTION SCALE: 3/8" = 1'-0"4 EXTERIOR WALL SECTION WALL SECTION LEGEND SCHEDULED ROOF/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED FLOOR/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED WALL PARTITION TYPE; RE: AD1.2.1 NOTE: SEE FLOOR PLANS FOR SLAB DROP LOCATIONS R F FEFx SCALE: 3/8" = 1'-0"5 EXTERIOR WALL SECTION @ METERS 8"7' - 11"9' - 1 1/8"T.O. PLATE T.O. CONCRETE HEADER SLOPE W1.1EF2 R2 ASHPHALT / SLAB ON GRADE. RE: CIVIL SECTIONAL OVERHEAD GARAGE DOOR RE: DOOR SCHEDULE CONCRETE FOUNDATION OVER VAPOR BARRIER. RE: STRUCTURAL 12 41' - 6"1/2" DROPAD6.1.2 7 AD6.1.2 2 T.O. PLATE T.O. CONCRETE6' - 10"HEADER SLOPE8"ASHPHALT / SLAB ON GRADE. RE: CIVIL SECTIONAL OVERHEAD GARAGE DOOR RE: DOOR SCHEDULE CONCRETE FOUNDATION OVER VAPOR BARRIER. RE: STRUCTURAL W1.1EF2 R2 12 4 9' - 1 1/8"1' - 6"3/4" DROPAD6.1.2 7 AD6.1.2 1 T.O. CONCRETE SLOPE T.O. PLATE 9' - 1 1/8"SLOPE W1.1EF2 12 4 FINISH GRADE. RE: CIVIL CONCRETE FOUNDATION OVER VAPOR BARRIER. RE: STRUCTURAL R2 DROP3 1/2"1' - 6"MIN.8"AD4.2.2 5 FINISH GRADE RE: LANDSCAPE SLOPE T.O. PLATE T.O. CONCRETE CONCRETE FOUNDATION OVER VAPOR BARRIER. RE: STRUCTURAL 9' - 1 1/8"12 4 SLOPE 1' - 6" R2 AD4.2.5 3 AD6.3.1 16 2' - 6"6' - 1"4' - 9 1/2" 12 4 W1.1 CLOSET BEYOND1' - 0"1' - 6" SCHEDULED STOREFRONT SYSTEM SCHEDULED INSULATION R-38 INSULATION ASPHALT ON GRADE RE: CIVIL AD4.2.5 2 REFER TO ID DRAWINGS FOR BENCH GARAGEGARAGE W4.1a CONCRETE FOUNDATION OVER VAPOR BARRIER RE:STRUCTURAL 9' - 1 1/8"COMPOSITION SHINGLES OVER UNDERLAYMENT OVER ROOF DECKING AD4.2.2 6 AD2.3.1 5 T.O. PLATE ROOF TRUSSES RE: STRUCTURAL 5/8" F.C. GYP. CEILING OVER RESILIENT CHANNELS CONTINUOUS APPROVED FIRE CAULKINGW4.1a 5/8" F.C. GYP. CEILING OVER RESILIENT CHANNELS CONTINUOUS APPROVED FIRE CAULKING DOUBLE TOP PLATES, RE: STRUCTURAL © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:40:37 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD2.3.1 GARAGE WALL SECTIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/2" = 1'-0"2 WALL SECTION - GARAGE OPENING (HC) SCALE: 1/2" = 1'-0"1 WALL SECTION - GARAGE OPENING SCALE: 1/2" = 1'-0"3 WALL SECTION - EXTERIOR GARAGE WALL WALL SECTION LEGEND SCHEDULED ROOF/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED FLOOR/ CEILING ASSEMBLY TYPE; RE: AD1.1.1 SCHEDULED WALL PARTITION TYPE; RE: AD1.2.1 NOTE: SEE FLOOR PLANS FOR SLAB DROP LOCATIONS R F FEFx SCALE: 1/2" = 1'-0"6 BUILDING SECTION - GARAGE @ DOG WASH SCALE: 1/2" = 1'-0"4 INTERIOR WALL SECTION-GARAGES (TYP.) SCALE: 3" = 1'-0"5 INTERIOR WALL AT ROOF TRUSS SCHEDULED ALUM. STOREFRONT SYSTEM 2X6 STUD FRAMING, RE: STRUCTURAL . WRB OVER EXTERIOR SHEATHING BRICK VENEER W/ ADJUST. MASONRY TIES CLUB HOUSE LOBBY STOREFRONT R.O. BATT INSULATION BACKER ROD AND SEALANT FULL CLOSURE PANELS AT HEAD AND JAMBS PRIMARY BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4" SHIM AS REQUIRED EXT. RAIN SCREEN BACKER ROD AND SEALANT JOINT CLUB HOUSE VESTIBULE . STOREFRONT R.O. CONT. CAULK 1/2" SHIM AIR SPACE AIR SPACE AIR SPACEMEMBRANE FLASHING EXTEND PAST INTERIOR SEALANT JOINT1/2" SHIM RIPPED 2X4 FRAMING RE: STRUCTURAL RIPPED 2X4 FRAMING RE: STRUCTURAL 5 1/2"3' - 1"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"2' - 2"5 1/2"5 1/2"5 1/2"5 1/2"11 1/8"5 1/2"5 1/2"W1.1EF2 W1.1EF2 WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE 4/4 x 4 F.C. TRIM BOARD BACKER ROD AND SEALANT WRB OVER EXTERIOR SHEATHING FIBER CEMENT LAP SIDING BATT INSULATION SEALANT AND BACKER ROD WRB OVER EXTERIOR SHEATHING W1.1EF1 BRICK VENEER W/ ADJUST. MASONRY TIES AIR SPACE 5 1/2"AIR SPACE CORNER BEAD, TYP. W1.1EF1 W1.1EF2 WRB OVER EXTERIOR SHEATHING WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE 4/4 x 4 F.C. TRIM BACKER ROD AND SEALANT BACKER ROD AND SEALANT BATT INSULATION WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE 4/4 x 4 F.C. TRIM WRB OVER EXTERIOR SHEATHING W1.1 EF4 FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS W1.1EF4 4/4 x 4 F.C. TRIM 4/4 x 2 BATTENS @ 12" O.C., TYP. FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS 4/4 x 2 BATTENS @ 12" O.C., TYP. BATT INSULATION WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE WRB OVER EXTERIOR SHEATHING W1.1 EF1 AIR SPACE EXTERIORINTERIOR AIR SPACESEALANT W/ BACKER ROD EXP. JT. TYPICAL @ C.J. LOCATIONS 5 1/2"5 1/2"WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE WRB OVER EXTERIOR SHEATHING SEALANT W/ BACKER ROD EXP. JT. TYPICAL @ INSIDE CORNER W1.1EF1 CORNER BEAD, TYP. AIR SPACE AIR SPACEBATT INSULATION BRICK VENEER W/ ADJUST. MASONRY TIES5 1/2"WRB OVER EXTERIOR SHEATHING W1.1 EF4 W1.1 EF1 SEALANT W/ BACKER ROD TYPICAL 4/4 x 4 F.C. TRIM 4/4 x 2 BATTENS @ 12" O.C., TYP. FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS SELF-ADHERED MEMBRANE FLASHING AT CORNERS CENTERLINE STRUCTURAL COLUMN RE: STRUCT. DWGS EDGE OF THE SLAB RE: SLAB PLANS AND STRUCTURAL DWGS EDGE OF THE SLAB RE: SLAB PLANS AND STRUCTURAL DWGS 9" WRB OVER EXTERIOR SHEATHING 5 1/2"1' - 8"1' - 8"5 1/2"5 1/2"9"5 1/2"W1.1 EF4aW1.1 EF2a FIBER CEMENT LAP SIDING 4/4 x 4 F.C. TRIM BACKER ROD AND SEALANT BACKER ROD AND SEALANT 4/4 x 2.5" BATTENS @ 12" O.C., TYP. FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS WRB OVER EXTERIOR SHEATHING SCHEDULED ALUM. STOREFRONT SYSTEM SELF-ADHERED MEMBRANE FLASHING AT CORNERS 2X6 STUD FRAMING, RE: STRUCTURAL WRB OVER EXTERIOR SHEATHING BRICK VENEER W/ ADJUST. MASONRY TIES MEMBRANE JAMB FLASHING RETURNED INTO ROUGH OPENING WRB OVER EXT. SHEATHING BATT INSULATION PRIMARY BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4" SHIM AS REQUIRED EXT. RAIN SCREEN BACKER ROD AND SEALANT JOINT AIR SPACEAIR SPACE STOREFRONT R.O. . CLUB HOUSE VESTIBULE EXT. RAIN SCREEN BACKER ROD AND SEALANT JOINT PRIMARY BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. FULL CLOSURE PANELS AT HEAD AND JAMBS AIR SPACEAIR SPACEMEMBRANE FLASHING EXTEND PAST INTERIOR SEALANT JOINT RIPPED 2X4 FRAMING RE: STRUCTURAL RIPPED 2X4 FRAMING RE: STRUCTURAL 5 1/2"3' - 1"5 1/2"5 1/2"1' - 5"5 1/2"CLUB HOUSE VESTIBULE MEMBRANE JAMB FLASHING RETURNED INTO ROUGH OPENING EXT. RAIN SCREEN BACKER ROD AND SEALANT JOINT WRB OVER EXT. SHEATHING PRIMARY BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. FULL CLOSURE PANELS AT HEAD AND JAMBS SELF-ADHERED MEMBRANE FLASHING AT CORNERS W1.1 EF4 W1.1 EF1.STOREFRONT R.O.SEALANT AND BACKER ROD 4/4 x 4 F.C. TRIM FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS 4/4 x 2 BATTENS @ 12" 0.C. TYP. AIR SPACE AIR SPACECLUB HOUSE SCREENING5 1/2"9"5 1/2"RIPPED 2X4 FRAMING RE: STRUCTURAL 5 1/2"3' - 1"5 1/2" NOTE: ALL SIDING TO BE INSTALLED AND HELD BACK AS PER MANUFACTURER'S SPEC. W.R.B. OVER EXTERIOR SHEATHING 4/4 x 4 F.C. TRIM 4/4 x 4 F.C. TRIM BACKER ROD & SEALANT BACKER ROD & SEALANT W1.1EF2 W1.1EF2 WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE SEALANT AND BACKER ROD W.R.B. OVER EXTERIOR SHEATHING INSTALLED PER MFR'S REQ. 4/4 x 4 F.C. TRIM WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE W1.1EF2 W1.1EF2 W1.1 EF2 BATT INSULATION WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE 4/4 x 4 F.C. TRIM BOARD BACKER ROD AND SEALANT WRB OVER EXTERIOR SHEATHING FIBER CEMENT LAP SIDING W1.1 EF2 BATT INSULATION MEMBRANE JAMB FLASHING, RETURN INTO ROUGH OPENING BACKER ROD AND SEALANT CORNER BEAD GYP. BD. RETURN @ SIDES AND TOP STOREFRONT DOOR AS SCHEDULED SCHEDULED SYSTEMS RE: INTERIORS CLUB HOUSE COURTYARD CLUB HOUSE FITNESS CLUB HOUSE HALL CLUB HOUSE CO-WORKING W1.1EF3ALUMINUM J-TRIM W1.1EF3 WEATHER RESISTANT BARRIER OVER SELF- ADHERED FLASHING EXT. SHEATHING WRAP CORNERS W/ "L" SHAPE SELF-ADHERED FLASHING W/ 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE FURRING STRIPS 4/4 x 4 F.C. TRIM BACKER ROD & SEALANT © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:40:42 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD4.1.1 PLAN DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1 1/2" = 1'-0"1 PILASTER @ CLUB VESTIBULE SCALE: 3" = 1'-0"7 SIDING INSIDE CORNER SCALE: 3" = 1'-0"6 BRICK CONTROL JOINT SCALE: 3" = 1'-0"9 SIDING / BRICK INSIDE CORNER SCALE: 3" = 1'-0"10 BOARD & BATTEN OUTSIDE CORNER SCALE: 3" = 1'-0"4 BRICK OUTSIDE CORNER SCALE: 3" = 1'-0"5 BRICK INSIDE CORNER SCALE: 3" = 1'-0"11 TRANSITION @ BRICK / B&B SCALE: 3" = 1'-0"12 BRICK COLUMN AT CLUB PATIO SCALE: 3" = 1'-0"13 TRANSITION @ B & B / SIDING SCALE: 1 1/2" = 1'-0"2 PILASTER @ CLUB VESTIBULE BY DOOR SCALE: 1 1/2" = 1'-0"3 PILASTER @ CLUB VESTIBULE BY WALL SCALE: 3" = 1'-0"8 SIDING OUTSIDE CORNER SCALE: 1 1/2" = 1'-0"14 SIDING INSIDE / OUTSIDE CORNER SCALE: 3" = 1'-0"15 B&B / SIDING INSIDE CORNER @ CLUB SCALE: 3" = 1'-0"16 FC PANEL OUTSIDE CORNER SEALANT AND BACKER ROD W.R.B. OVER EXTERIOR SHEATHING INSTALLED PER MFR'S REQ. 4/4 x 4 F.C. TRIM WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE W1.1EF3 W1.1EF2 W1.1 EF2 ALUMINUM J-TRIM FURRING STRIPS SEALANT AND BACKER ROD BATT INSULATION 4/4 x 4 F.C. TRIM FIBER CEMENT LAP SIDING W1.1 EF3 4/4 x 4 F.C. TRIM BACKER ROD AND SEALANT BACKER ROD AND SEALANT W1.1 EF2 FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS WRB OVER EXTERIOR SHEATHING ALUMINUM J-TRIM SEALANT AND BACKER ROD W.R.B. OVER EXTERIOR SHEATHING INSTALLED PER MFR'S REQ. 4/4 x 4 F.C. TRIM WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE W1.1EF3 W1.1EF3 FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS ALUMINUM J-TRIM W1.1 EF3 BATT INSULATION 4/4 x 4 F.C. TRIM ALUMINUM J-TRIM FURRING STRIPS SEALANT AND BACKER ROD SEALANT AND BACKER ROD W.R.B. OVER EXTERIOR SHEATHING INSTALLED PER MFR'S REQ. 4/4 x 2.5 F.C. TRIM WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE W1.1EF4 W1.1EF2 W1.1 EF2 SEALANT AND BACKER ROD BATT INSULATION 4/4 x 4 F.C. TRIM FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS 4/4 x 2.5" BATTENS @ 12" O.C., TYP. SEALANT AND BACKER ROD W.R.B. OVER EXTERIOR SHEATHING INSTALLED PER MFR'S REQ. 4/4 x 4 F.C. TRIM WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE W1.1EF4 W1.1EF4 W1.1 EF4 SEALANT AND BACKER ROD BATT INSULATION 4/4 x 4 F.C. TRIM FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS 4/4 x 2.5" BATTENS @ 12" O.C., TYP. FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS 4/4 x 2.5" BATTENS @ 12" O.C., TYP. 2' - 0 1/2" 2' - 0 1/2"5 1/2"12' - 8"5 1/2"13' - 7"2X4 STUDS @ 16" O.C., MAX. STRUCTURAL COLUMN RE: STRUCT. DWGS BRICK VENEER W/ ADJUST. MASONRY ANCHORS WRB OVER EXTERIOR SHEATHING, TYPICAL WRAP CORNER W/ SELF ADHERED MEMBRANE FLASHING "L" SHAPE, 12" WIDE TOTAL, 6" LEGS ON EITHER SIDE 5 1/2"1' - 1 1/2"5 1/2" 5 1/2"1' - 1 1/2"5 1/2" AIR SPACE AIR SPACE AIR SPACEAD4.1.1 4 STRUCTURAL COLUMN RE: STRUCT. DWGS 1' - 8 5/8"9' - 2 3/4"1' - 8 5/8"4 COURSES2' - 7 5/8"8' - 3 3/4"4 COURSES2' - 7 5/8"F.O.S. F.O.M. F.O.S. F.O.M. G.C. TO PROVIDE DATA/POWER FOR T.V. 11"0"AIR SPACESCHEDULED TV BOX AIR SPACEAIR SPACEEQ6' - 8"EQ.AIR SPACEAIR SPACEAIR SPACEAIR SPACESCHEDULED STONE SILL 10" F.O.M. F.O.M.5 1/2"5 1/2"EDGE OF SLAB RE: SLAB PLANS AND STRUCTURAL EDGE OF THE SLAB RE: SLAB PLANS AND STRUCTURAL DWGS SELF-ADHERED MEMBRANE FLASHING AT CORNERS WRB OVER EXTERIOR SHEATHING 5 1/2"1' - 1"5 1/2" 2' - 0"2' - 0"5 1/2"1' - 1"5 1/2"EF1 EDGE OF SLAB RE: SLAB PLANS AND STRUCTURAL EDGE OF THE SLAB RE: SLAB PLANS AND STRUCTURAL DWGS SELF-ADHERED MEMBRANE FLASHING AT CORNERS WRB OVER EXTERIOR SHEATHING 4/4 x 4 F.C. TRIM SEALANT AND BACKER ROD ALUMINUM J-TRIM FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS EDGE OF BRICK BELOW3/4"5 1/2"1' - 1"5 1/2"3/4"3/4"5 1/2"1' - 1"5 1/2"3/4" EF3 WRB OVER EXT. SHEATHING SELF-ADHERED MEMBRANE FLASHING AT CORNERS AIR SPACEAIR SPACEBACKER ROD & SEALANT SELF-ADHERED MEMBRANE FLASHING AT CORNERS BRICK VENEER W/ADJUST. TIES SCHEDULED BATT INSULATION RIPPED 2X4 FRAMING W/PLYWOOD. RE: STRUCTURAL 2X6 STUD FRAMING. RE: STRUCTURAL LOBBYLEASING CLUB HOUSE SCREENING.STOREFRONT R.O.AIR SPACE AIR SPACERIPPED 2X4 FRAMING RE: STRUCTURAL BACKER ROD AND SEALANT AT R.O. FULL CLOSURE PANELS AT HEAD AND JAMBS CLUB HOUSE VESTIBULE CLUB HOUSE LOBBY AIR SPACE1' - 2 1/2"1' - 4 1/2"9"2X6 STUD FRAMING RE: STRUCTURAL W4.1a W.R.B. OVER EXTERIOR SHEATHING INSTALLED PER MFR'S REQ. BATT INSULATION W4.1a W4.1c W4.1c W1.1EF2 1' - 2"1' - 6" CONTINUOUS 5/8" FIRECODE GYPSUM BOARD OVERFLOW PIPE RE: PLUMBING © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:40:46 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD4.1.2 PLAN DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1 1/2" = 1'-0"2 SIDING OUTSIDE CORNER @ FC PANEL SCALE: 3" = 1'-0"3 TRANSITION @ SIDING / FC PANEL SCALE: 1 1/2" = 1'-0"4 FC PANEL INSIDE / OUTSIDE CORNER SCALE: 1 1/2" = 1'-0"5 SIDING OUTSIDE CORNER @ B&B SCALE: 1 1/2" = 1'-0"6 B&B OUTSIDE / INSIDE CORNER SCALE: 1 1/2" = 1'-0"1 BRICK PATIO TV WALL SCALE: 3" = 1'-0"7 GARAGE E ENTRY COLUMN @ BRICK SCALE: 3" = 1'-0"8 GARAGE E ENTRY COLUMN @ BRICK SCALE: 1 1/2" = 1'-0"9 INT-EXT BRICK WALL @ CLUB LOBBY SCALE: 1 1/2" = 1'-0"10 PILASTER @ CLUB VESTIBULE BY WALL SCALE: 1 1/2" = 1'-0"11 SECONDARY ROOF DRAIN ENCLOSURE 2X PRESSURE TREATED SILL. RE: STRUCTURAL FOR ANCHOR SYSTEM SCHEDULED BASE SCHEDULED FLOOR FINISH CONCRETE SLAB RE: STRUCTURAL UNITUNIT W2.1a SCHED. VAPOR BARRIER SCHEDULED BATT INSULATION UNIT SIDE T. O. SUB. FL B.O. TRUSS UNIT SIDE1" A.S. W2.1a 2X BLOCKING RE:STRUCTURAL PERIMETER SOUND ISOLATION STRIP, TYPICAL BOTH SIDE F1 CONT. 3/8" SEALANT JOINT, TYPICAL BOTH SIDES1' - 6" TRUSS1' - 6 3/4"W2.1a SCHEDULED FLOOR FINISH PER ID/OWNER SCHEDULED BASE SCHEDULED BATT INSULATION 2X TOP PLATE RIPPED TO FIT F1 2X PRESSURE TREATED SILL PLATE SET ON SEALER. RE: STRUCTURAL FOR ANCHOR SYSTEM SCHEDULED BASE SCHEDULED FLOOR FINISH CONCRETE SLAB RE: STRUCTURAL UNITCORRIDOR W3.1a SCHED. VAPOR BARRIER SCHEDULED BATT INSULATION CORRIDOR T. O. SUB. FL B.O. TRUSS W3.1a 2X BLOCKING RE:STRUCTURAL PERIMETER SOUND ISOLATION STRIP, TYPICAL BOTH SIDE F2 CONT. 3/8" SEALANT JOINT, TYPICAL BOTH SIDES W3.1a UNIT SIDE SCHEDULED FLOOR FINISH PER ID/OWNER SCHEDULED BASE SCHEDULED BATT INSULATION F1 1' - 6" TRUSS1' - 6 3/4"AD4.2.1 9 SCHEDULED SOUND BATTS 2X PRESSURE TREATED SILL. RE: STRUCTURAL FOR ANCHOR SYSTEM SCHEDULED BASE SCHEDULED FLOOR FINISH CONCRETE SLAB RE: STRUCTURAL INTERIOR INTERIOR W4.1a SCHED. VAPOR BARRIER UNIT T. O. SUB. FL B.O. TRUSS W4.1a 2X BLOCKING RE:STRUCTURAL PERIMETER SOUND ISOLATION STRIP, TYPICAL BOTH SIDE F1 CONT. 3/8" SEALANT JOINT, TYPICAL BOTH SIDES CONT. 3/4" PLYWOOD UNIT SCHEDULED FLOOR FINISH PER ID/OWNER SCHEDULED BASE SCHEDULED INSULATION1' - 6" TRUSS1' - 6 3/4"W4.1a T.O. PLATE W2.1a CONT. 3/8" SEALANT JOINT, TYP. BOTH SIDES WOOD TRUSSES RE: STRUCTURAL BRIDGING, RE: STRUCTURAL SCHEDULED ROOF FINISH RE: R1 (SHEET AD1.1.1) SCHEDULED INSULATION RE: ASSEMBLY (SHEET AD1.1.1)R1 2X CONTINUOUS RE: STRUCTURAL 2X RIPPED TOP PLATE TO FIT T.O. PLATE W3.1a CONT. 3/8" SEALANT JOINT, TYP. BOTH SIDES TOP PLATE RE: STRUCTURAL SCHEDULED INSULATION RE: ASSEMBLY (SHEET AD1.1.1) WOOD TRUSSES RE: STRUCTURAL BLOCKING @ DIAGONAL BRACE RE: STRUCTURAL R1 DIAGONAL BRACE RE: STRUCTURAL CORRIDOR UNIT SIDE SCHEDULED BASE SCHEDULED FLOOR FINISH SCHEDULED CONCRETE TOPPING 5/8" GYP. BOARD PER WALL TYPE LEVEL ROCK PERIMETER ISOLATION STRIP CONTINUOUS SEALANT FLOOR DECKING FLOOR TRUSS RE: STRUCTURAL FLOOR TRUSS RE: STRUCTURAL LEVEL ROCK PERIMETER ISOLATION STRIP SCHEDULED INSULATION 2X WALL PER STRUCTURAL PERIMETER SOUND ISOLATION STRIP, TYPICAL BOTH SIDE SCHEDULED FLOOR FINISHCUT AFTER GYPCRETE IS POUREDSCHED. VAPOR BARRIER 2X PRESSURE TREATED SILL PLATE SET ON SEALER. RE: STRUCTURAL FOR ANCHOR SYSTEM STAIR W5.1 SCHEDULED BASE SCHEDULED FLOOR FINISH CONCRETE SLAB RE: STRUCTURAL UNIT SCHEDULED BATT INSULATION MELT-AWAY FIRE STABILIZING CLIPS ON BOTH SIDES OF WALL RE: STRUCTURAL CONTINUOUS METAL "C" TRACK SET ON CONTINUOUS FIRE SEALANT 1" 2" 1" 4" STAIR T. O. SUB. FL B.O. TRUSS W5.1 APPROVED FIRE CAULKING1' - 6" TRUSS1' - 6 3/4"W5.1 2X4 WOOD TRUSSES RE: STRUCTURAL UNIT 2X NAILER RE:STRUCTURAL MELT-AWAY FIRE STABILIZING CLIPS ON BOTH SIDES OF WALL RE: STRUCTURAL SCHEDULED SOUND BATTS SCHEDULED BASE SCHEDULED BATT INSULATION APPROVED FIRE SAFING MATERIAL ON BOTH SIDES OF WALL F1 SCHEDULED FLOOR FINISH DOUBLE 2 X BLOCKING F2 3/4" PLYWOOD T.O. PLATE W5.1 1" AIR SPACE SLOT DEFLECTION TRACK FOR VERTICAL MOVEMENT APPROVED FIRE SAFING MATERIAL ON BOTH SIDES OF THE WALL 2X4 WOOD TRUSSES RE: STRUCTURAL APPROVED FIRE CAULKING R1 1" 2" 1" 4" STAIR UNIT R3 2X NAILER DOUBLE 2X TOP PLATE OPEN CELL SPRAY FOAM INSULATION CONTINUOUS COMPRESSIBLE FIRESTOP JOINT SYSTEM MELT-AWAY FIRE STABILIZING CLIPS ON BOTH SIDES OF THE WALL RE: STRUCTURAL © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:40:50 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD4.2.1 WALL SECTION DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1 1/2" = 1'-0"1 1 HR TENANT WALL @ CONC. SLAB SCALE: 1 1/2" = 1'-0"2 TENANT SEPARATION WALL (1HR) SCALE: 1 1/2" = 1'-0"4 CORRIDOR BEARING WALL @ CONC. SLAB SCALE: 1 1/2" = 1'-0"5 CORRIDOR BEARING WALL SCALE: 1 1/2" = 1'-0"7 INTERIOR BEARING WALL @ CONC. SLAB SCALE: 1 1/2" = 1'-0"8 INTERIOR BEARING WALL SCALE: 1 1/2" = 1'-0"3 TENANT WALL - ROOF TRUSS SCALE: 1 1/2" = 1'-0"6 TENANT WALL - ROOF TRUSS SCALE: 3" = 1'-0"9 INTERIOR WALL BASE @ FLOOR TRUSS SCALE: 1 1/2" = 1'-0"10 2 HR. FIRE BARRIER @ CONC. SLAB SCALE: 1 1/2" = 1'-0"11 2 HR. FIRE BARRIER @ FLOOR TRUSS SCALE: 1 1/2" = 1'-0"12 2 HR. FIRE BARRIER @ ROOF TRUSS CONC. SLAB RE: STRUCT. 2X PRESSURE TREATED SILL PLATE ON SILL SEALER RE: STRUCTURAL FOR ANCHOR SYSTEM SCHEDULED FLOOR FINISH PER ID/OWNER SCHEDULED WOOD BASE W1.1EF2a 1/4" / 12" WEATHER RESISTIVE BARRIER OVER EXTERIOR SHEATHING. LAP OVER 4" SELF-ADHERED FLASHING FIBER CEMENT STARTER STRIP INSTALLED OVER W.R.B. SYSTEM OVERLAP1" MIN.METAL "Z" FLASHING CONC. SLAB RE: STRUCT. 2X PRESSURE TREATED SILL PLATE ON SILL SEALER RE: STRUCTURAL FOR ANCHOR SYSTEM SCHEDULED FLOOR FINISH PER ID/OWNER SCHEDULED BASE SCHEDULED BATT INSULATIONWEATHER RESISTIVE BARRIER OVER EXTERIOR SHEATHING. LAP OVER 4" SELF-ADHERED FLASHING FIBER CEMENT STARTER STRIP INSTALLED OVER W.R.B. SYSTEM FINISH GRADE SLOPE AWAY FROM BUILDING W1.1EF2a OVERLAP1" MIN.RE: LANDSCAPEMIN. 8" FIN. GRADEPERIMETER INSULATION (R-10; 2" THICK)2" METAL "Z" FLASHING GARAGE W4.1a CONC. CURB RE: PLANS VARIESGARAGE CONC. FOUNDATION OVER POLY VAPOR BARRIER 2X PRESSURE TREATED SILL PLATE RE: STRUCTURAL FOR ANCHOR SYSTEM 3 1/2" THROUGH WALL FLASHING AT PANEL JOINT F.C. PANEL BD. F.C. BATTEN GAP17/64"W1.1 EF3a WRB OVER EXTERIOR. SHEATHING BD., PER MFR'S INSTALLATION REQUIREMENTS FURRING STRIPS OVER W.R.B. @ FLR. JT. KERF CUT IN VERT. BATTEN @ THROUGH WALL FLASHING JT. NOTE: FLOOR/CEILING ASSEMBLY INSULATION NOT SHOWN FOR CLARITY FLASH AROUND PIPE W/ 2.75" FLEXIBLE MEMBRANE FLASHING SEALANT, TYP. ALL SIDES LOUVERED CAP VENT, SEAL PERIMETER SEALANT SEALANT, TYP. 4" OR 6" EXHAUST DUCT RE: MECH. DWGS FOR SIZE AND ARCH DWGS FOR LOCATION EXTERIOR MATERIAL REFER TO ELEVATIONS CAP FLASHING STRIPPED INTO FACE OF WRB W/ MEMBRANE FLASHING W1.1 F1 PREFINISHED METAL CAP FLASHING WRB OVER EXTERIOR. SHEATHING, PER MFR'S INSTALLATION REQUIREMENTS CONC. SLAB RE: STRUCT. 2X PRESSURE TREATED SILL PLATE ON SILL SEALER RE: STRUCTURAL FOR ANCHOR SYSTEM SCHEDULED FLOOR FINISH PER ID/OWNER SCHEDULED BASE SCHEDULED BATT INSULATION FINISH GRADE SLOPE AWAY FROM BUILDING W1.1EF3a RE: LANDSCAPEMIN. 8" FIN. GRADEFIBER CEMENT PANEL (CEDAR SHAKE) OVER 3/8" FURRING STRIPS METAL "Z" FLASHING WEATHER RESISTIVE BARRIER OVER SEAM TAPE AND META "Z" FLASHING PERIMETER INSULATION (R-10; 2" THICK)OVERLAP1" MIN.W1.1EF4a F1 (1'-6" TRUSS)1' - 6 3/4"B.O. TRUSS SUB-FLOOR WEATHER RESISTANT BARRIER OVER EXTERIOR SHEATHING SELF ADHERING MEMBRANE FLASHING OVER METAL FLASHING GALV. METAL FLASHING 1"x9.25" FIBER CEMENT TRIM ALIGN WITH SUB-FLOOR BLOCKING W1.1EF3a SEALANT AT PERIMETER SCHEDULED BASE FIN. FLOORING PER ID / OWNER CONT. SEALANT, TYP. WOOD NAILER FURRING STRIP FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS 4/4 x 2 BATTENS @ 12" O.C., TYP. "J" TRIM CONC. SLAB RE: STRUCT. 2X PRESSURE TREATED SILL PLATE ON SILL SEALER RE: STRUCTURAL FOR ANCHOR SYSTEM FINISH GRADE SLOPE AWAY FROM BUILDING W1.1aEF3a RE: LANDSCAPEMIN. 8" FIN. GRADEFIBER CEMENT PANEL (CEDAR SHAKE) OVER 3/8" FURRING STRIPS METAL "Z" FLASHING WEATHER RESISTIVE BARRIER OVER SEAM TAPE AND META "Z" FLASHING SCHEDULED FLOOR FINISH PER ID/OWNER SCHEDULED BASE SCHEDULED BATT INSULATION OVERLAP1" MIN.CONC. SLAB RE: STRUCT. 2X PRESSURE TREATED SILL PLATE ON SILL SEALER RE: STRUCTURAL FOR ANCHOR SYSTEM FINISH GRADE SLOPE AWAY FROM BUILDING W1.1EF2 RE: LANDSCAPEMIN. 8" FIN. GRADEWEATHER RESISTIVE BARRIER OVER EXTERIOR SHEATHING. LAP OVER 4" SELF-ADHERED FLASHING FIBER CEMENT STARTER STRIP INSTALLED OVER W.R.B. SYSTEM OVERLAP1" MIN.METAL "Z" FLASHING ROOF TO DRIP EDGE TRANSITION PER TPO MEMBRANE MFR INSTALLATION SPECS. SL OP E 1 /4" PER F T. FULLY ADHERED T.P.O. MEMBRANE ROOF ONTO AND OVER 1/2" PROTECTION BD. ON SCHD. ROOF DECKING PER MFR. SPECS. METAL DRIP EDGE FLASHING STRIPPED INTO THE TPO MEMBRANE FIBER CEMENT TRIM OVER FIBER CEMENT PANEL BD W/ DRIP EDGE WRB OVER EXTERIOR SHEATHING METAL DRIP EDGE FLASHING AT SOFFIT RETURN 5/8" EXT. GYP SHEATHING OVER 2X4 WD FRAMING F.C. PANEL SOFFIT WITH PAINT FINISH 2X8 WD NAILER SECURED TO CANTILEVERED FRAMING. RE: STRUCTURAL 2X CANTILEVERED FRAMING. RE: STRUCTURAL W.R.B. OVER EXTERIOR SHEATHING F1 SCHEDULED BASE SHIM TO ACHIEVE 1/4":12 SLOPE W1.1EF2a LAP SIDING AS SCHEDULE TPO COATED METAL BASE FLASHING ADHERED TO TPO ROOFING MEMBRANE SPRAY FOAM INSULATION TO INSULATE AND SEAL AIR EQ EQ SCHEDULED LIGHT FIXTURE RE: ELECTRICAL DRAWINGS GAP1/4"GAP1/4"BATT INSULATION AS SCHEDULED GAP MIN.1/4"STOREFRONT AS SCHEDULED CORNER BREAD 5/8" F.C. GYP. BOARD ON WALL AND CEILING GALVANIZED METAL FLASHING 4/4 X 5 F.C. TRIM W1.1 EF2a 4/4 X 3 F.C. TRIM 5/4 X 5.5 F.C. TRIM TPO MEMBRANE LAPPED DOWN OVER THE W.R.B. W.R.B. COVERING THE FACE OF CANOPY W1.1EF4a F1 (1'-6" TRUSS)1' - 6 3/4"B.O. TRUSS SUB-FLOOR WEATHER RESISTANT BARRIER OVER EXTERIOR SHEATHING SELF ADHERING MEMBRANE FLASHING OVER METAL FLASHING GALV. METAL FLASHING 5/4"x9.25" FIBER CEMENT TRIM ALIGN WITH SUB-FLOOR BLOCKING W1.1EF3a SEALANT AT PERIMETER SCHEDULED BASE FIN. FLOORING PER ID / OWNER CONT. SEALANT, TYP. WOOD NAILER FURRING STRIP FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS 4/4 x 2 BATTENS @ 12" O.C., TYP. "J" TRIM F1 (1'-6" TRUSS)1' - 6 3/4"B.O. TRUSS SUB-FLOOR WEATHER RESISTANT BARRIER OVER EXTERIOR SHEATHING W1.1EF3a SCHEDULED BASE FIN. FLOORING PER ID / OWNER CONT. SEALANT, TYP. WOOD NAILER FIRESTOP AT ALL PENETRATIONS W1.1aEF3a EXTEND 5/8" F.C. GYP TO UNDERSIDE OF DECKING AND SEAL AROUND TRUSSES. ALTERNATIVELY, USE SPRAY FOAM TO AIR SEAL FIBRE CEMENT PANEL BOARD FIELD CUT TO FIT WITH DRIP EDGE AT BOTTOM. INSTALL 5/8" EXTERIOR SHEATING AND W.R.B. BETWEEN CANOPY FRAMING LIGHT FIXTURE RE: ELECTRICAL DRAWINGS3' - 0"2(L)6' - 6" EQ EQ EQEQ3/8" JOINT W/ BACKER ROD AND SEALANT ALONG ENTIRE EDGE OF CANOPY 2X FRAMING INSTALLED THROUGH TRUSSES AT BOTTOM RE: STRUCTURAL FOR SIZE, SPACING, ATTACHEMENT, DETAILS ETC. 2X WOOD TRUSSES RE: STRUCTURAL FOR ADDITIONAL INFORMATION FIBRE CEMENT TRIM BOARD ABOVE FIBER CEMENT PANEL BELOW 10 AD4.2.2 EF2a W1.1 EF2a © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:40:53 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD4.2.2 EXTERIOR WALL SECTION DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3" = 1'-0"7 EXT. WALL BASE @ CLUB - SIDING SCALE: 3" = 1'-0"1 EXTERIOR WALL BASE - SIDING SCALE: 3" = 1'-0"6 STEM WALL AT GARAGE WALLS SCALE: 3" = 1'-0"8 B&B TRANSITION DETAIL SCALE: 3" = 1'-0"13 VENT CAP DETAIL SCALE: 3" = 1'-0"2 EXTERIOR WALL BASE - F.C. (CEDAR SHAKE) SCALE: 1 1/2" = 1'-0"3 F.C. TRIM @ F.C. PANEL (CEDAR SHAKE)/B&B SCALE: 3" = 1'-0"4 EXTERIOR WALL BASE - ELECTRICAL METERS SCALE: 3" = 1'-0"5 EXTERIOR WALL BASE GARAGE - SIDING SCALE: 1 1/2" = 1'-0"10 CANTILEVERED WOOD CANOPY @ ENTRY SCALE: 1 1/2" = 1'-0"11 F.C. TRIM @ F.C. PANEL (CEDAR SHAKE)/B&B SCALE: 1 1/2" = 1'-0"12 CHASE WALL@ F.C. PANEL (CEDAR SHAKE) SCALE: 3/4" = 1'-0"9 WOOD FRAMED CANOPY - PLAN @ F.C. SIDING 1 1 1 1 1 1 03/13/2026 OWNER REVISIONS 11 7/8"7 5/8"7 1/4"4"7 1/4"5 1/2"7 1/4"2' - 2"R 0' - 3 1/4"9 7/8"11 1/4"45°1 1/2" 5/8" 8 1/2" 5/8" 12 12 1' - 8" 1/2"1/2" TOP OF BEAM TOP OF PLATE 1X6 T&G W/REVERSABLE V GROOVE. RE: INTERIORS 6X6 WOOD POST RE: STRUCTURAL 6X4 EXTERIOR GRADE GLU-LAM RE: STRUCTURAL PLYWOOD SHEATING OVER 2X4 PURLINS RE: STRUCTURAL COMPOSITI0N SHINGLES OVER ROOF UNDERLAYMENT 6"2"2X WOOD FURR-OUT AROUND COLUMN 6X6 WOOD COLUMN RE: STRUCTURAL BACKER ROD & SEALANT 1x6 T & G WOOD RE: ID FOR FINISH 1X6 T & G WOOD OVER FURRING STRIPS RE: ID FOR FINISH MEMBER FLASHING LAPPED OVER TOP OF WALL, TYP. WRB OVER EXTERIOR SHEATING BRICK VENEER W/ADJUSTABLE MASONRY TIES BRICK HEADERS CRS., SLOPE TO DRAIN BEAM CONNECTION RE: STRUCTURAL PSL BEAM RE: STRUCTURAL PROVIDE STAINED T&G CLADDING ON SHIMS AS REQUIRED TO COVER ALL BOLTED CONNECTIONS; INCLUDING ENTIRE TRUSS MEMBER 1X6 T&G WOOD SOFFIT, STAINED SELF-ADHERED ICE AND WATER SHIELD AT EAVE TO EXTEND 36" UP, MIN. (30 MIL) MEMBRANE FLASHING RETURNED OVER THE FASCIA PREFINISHED METAL DRIP EDGE FLASHING W/ CONT. CLEAT 5"5"3/4"3/4"1' - 6" 12 4 9 1/4"B.O. BEAM EL. 9'-6" EL. 10'-6" TOP PLATE PREFINISHED STANDING SEAM METAL ROOF OVER HIGH TEMP ROOF UNDERLAYMENT PLYWOOD DECKING, RE: STRUCTURAL DWGS. WOOD TRUSS, RE: STRUCT. DWGS. PREFINISHED METAL DRIP EDGE FLASHING W/ CONT. CLEAT METAL GUTTER STRAPS @ 36" O.C., MAX. PREFINISHED METAL GUTTER 2X10 WOOD FASCIA PRESSURE TREATED PREFINISHED DRIP FLASHING W/ HEMMED EDGE STL. ANGLE LINTEL, RE: STRUCT. DRWGS. 1X6 T&G WOOD SOFFIT CONT. SEALANT CONT. 3/8" SEALANT JOINT, TYPICAL BOTH SIDES 4 " CONT. SOFFIT VENT AD6.3.1 12 SCHEDULED INSULATION 1X6 STAINED T&G CEILING. RE: INTERIORS MEMBRANE FLASHING RETURNED OVER THE FASCIA SELF-ADHERED ICE AND WATER SHIELD AT EAVE TO EXTEND 36" UP, MIN. (30 MIL) ROOF UNDERLAYMENT 5"5"3/4"3/4"PREFINISHED STANDING SEAM METAL ROOF OVER HIGH TEMP. UNDERLAYMENT SELF-ADHERED MEMBRANE FLASHING STRIPPED WITH MEMBRANE FLASHING MIN. 8" UP VERT. WALL GABLE ROOF TRUSS, RE: STRUCT. DWGS. PLYWOOD DECKING OVER ROOF TRUSS, RE: STRUCT. DWGS.8"PREFINISHED METAL BASE FLASHING PREFINISHED METAL COUNTER-FLASHING AND RECIEVER EZ.10 ALUM. TRIM FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS (PER MFR'S. REQ. & SPECS.) 12 4 W.R.B. OVER EXTERIOR SHEATHING SELF-ADHERED MEMBRANE FLASHING 4" MIN.1 1/2" S.S.OVERLAP VARIES, 4" MIN.OVERLAP4" MIN.COMPOSITION SHINGLES OVER ROOF UNDERLAYMENT PLYWOOD DECKING OVER TRUSSES, RE: STRUCT. DWGS. 2X8 BEAM, RE: STRUCT. DWGS. PREFINISHED FLAT SEAM W/ CONT. METAL CLEAT PREFINISHED STANDING SEAM METAL ROOF ON SLIP-SHEET OVER HIGH TEMP ROOF UNDERLAYMENT CONT. METAL CLEAT, TYPICAL AT ALL SEAMS PREFINISHED METAL FLASHING AT VALLEY, MIN. 8" OVERLAP PLYWOOD DECKING OVER TRUSSES, RE: STRUCT. DWGS. SELF-ADHERED ICE AND WATER SHIELD TO EXTEND 24" UP HIGHER PITCHED ROOF, (MIN. 30 MIL.) 12 12 4:12 PREFINISHED METAL FLASHING AT VALLEY, MIN. 8" OVERLAP PLYWOOD DECKING OVER TRUSSES, RE: STRUCT. DWGS. 1' - 0" MIN. FIBER CEMENT SOFFIT PANEL PREFINISHED METAL GUTTER & D.S.4" MIN.CLUB T.O.P EL. 10'-6" EL. 12'-8" TOP OF BEAMOVERLAP4" MIN.PREFINISHED ALUM. "J" TRIM MEMBRANE FLASHING RETURNED OVER FASCIA 1X6 T&G WOOD SOFFIT PSL BEAM, RE: STRUCT. DWGS. BEAM CONNECTION, RE: STRUCT. DWGS. COMPOSITION SHINGLES OVER ROOF UNDERLAYMENT PLYWOOD DECKING OVER 2X8 JOIST, RE: STRUCT. DWGS. SELF-ADHERED ICE AND WATER SHIELD TO EXTEND 24" UP HIGHER PITCHED ROOF, MIN. (30 MIL.) COMPOSITE SHINGLES OVER ROOF UNDERLAYMENT 4" MIN . OVERLAP 4" MIN.2X4 JOIST, RE: STRUCT. DWGS. 1X BLOCKING @ 16" O.C. GLU-LAM BEAM BEYOND,, RE: STRUCT. DWGS. BRICK VENEERED WOOD COLUMN BEYOND, RE: 4/AD4.1.2 FOR NOTES AND DIMENSIONS 2' - 2"4:12 12 12 PREFINISHED METAL FLASHING OVER MEMBRANE FLASHING 5"5" 3/4"3/4"24" 12" 2 1/2" DOWNSPOUTS, REFER TO EXTERIOR ELEVATIONS FOR LOCATIONS CONCRETE SPLASH BLOCK W1.1 4/4 X 8" F.C. FASCIA 4/4 X 4" F.C. TRIM CONT. SOFFIT VENT PRE-FINISHED ALUM. O.G. GUTTER RE: EXT. ELEVATIONS FOR LOCATIONS EXTERIOR MATERIAL REFER TO ELEVATIONS 3" FOAM FRAMING GASKET R1 12 RE: PLAN ALLOW OPENINGS FOR ATTIC VENTILATION SELF-ADHERED ICE AND WATER SHIELD AT EAVE TO EXTEND 36" UP, MIN. (30 MIL) MEMBRANE FLASHING RETURNED OVER THE FASCIA PREFINISHED METAL DRIP EDGE FLASHING W/ CONT. CLEAT COMPOSITION SHINGLES OVER ROOF UNDERLAYMENT 5" 3/4"3/4"5"12 RE: PLAN RE: ROOF PLAN OVERHANG PRE-FINISHED ALUM. GUTTER COMPRESSIBLE FILLER W/ BACKER ROD AND SEALANT SOFFIT VENT - RE: ROOF PLAN PROVIDE WEEP VENTS AT TOP BRICK COURSE 4/4 X 10" F.C. FASCIA R1 W1.1 EF1 ALLOW OPENINGS FOR ATTIC VENTILATION 5/8" EXTERIOR SHEATHING BD. SELF-ADHERED ICE AND WATER SHIELD AT EAVE TO EXTEND 36" UP, MIN. (30 MIL) MEMBRANE FLASHING RETURNED OVER THE FASCIA PREFINISHED METAL DRIP EDGE FLASHING W/ CONT. CLEAT 5" 3/4"3/4"5"WRB OVER EXTERIOR SHEATHING BRICK VENEER W/ ADJUST. MANSONRY TIES CLIP CONNECTION, RE: STRUCT. DWG. STEEL KNIFE PLATE W/ 1/2" DIA. OPENING RE: STRUCTURAL MEMBRANE FLASHING OR WRB REPAIR TO COVER INFILL SHEATHING CUT SHEATHING AND WRB AS NEED TO INSTALL KNIFE PLATE BRICK VENEER W/ ADJUST. MANSONRY TIES SELF ADHERED FLASHING UP AND OVER TOP OF WALL BACKER ROD AND SEALANT FLEXIBLE MEMBRANE FLASHING AROUND KNIFE PLATE PENETRATION R 0' - 1 1/4" 5 1/2"1' - 0"9 1/2"2"1' - 7 5/8" 6x6 WOOD POST RE: STRUCT. DWG. IN-FILL SHEATHING (ALL-SIDES) 1/2"1/2" 6 1/8"WRB OVER EXTERIOR SHEATHING 4/4 x 2 BATTENS @ 12" O.C., TYP. FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS 5/8" GYPSUM BD. BATT INSULATION 5/8" 4" R 0' - 1 1/4" 1/2"3/4"2"CLIP CONNECTION, RE: STRUCT. DWG. WOOD BLOCKING, RE: STRUCT. DWG. STEEL PLATE W/ BOLTED CONNECTION, RE: STRUCT. DWG.STEEL KNIFE PLATE W/ 1/2" DIA. OPENING FLUID-APPLIED FLASHING LAPPED OVER MEMBRANE FLASHING AND FULLY COVERING ALL BOLT HEADS TRIM BACK WRB 2" FROM EDGE OF SHEATHING TERMINATE EDGE OF WRB W/ 4" MEMBRANE FLASHING ON 4- SIDES OF SHEATHING CUT-OUT WRB OVER EXTERIOR SHEATHING FIBER CEMENT LAP SIDING FIBER CEMENT LAP SIDING 5/8" GYPSUM BD. 4" R 0 ' - 1 1 /4 " 1/2"3/4"2"CLIP CONNECTION, RE: STRUCT. DWG. WOOD BLOCKING, RE: STRUCT. DWG. STEEL PLATE W/ BOLTED CONNECTION, RE: STRUCT. DWG.STEEL KNIFE PLATE W/ 1/2" DIA. OPENING FLUID-APPLIED FLASHING LAPPED OVER MEMBRANE FLASHING AND FULLY COVERING ALL BOLT HEADS TRIM BACK WRB 2" FROM EDGE OF SHEATHING TERMINATE EDGE OF WRB W/ 4" MEMBRANE FLASHING ON 4- SIDES OF SHEATHING CUT-OUT BATT INSULATION 6 3/4"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:40:58 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD4.2.4 EXTERIOR DETAILS CLUB HOUSE 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1 1/2" = 1'-0"1 COVERED PORCH O.H. DETAIL SCALE: 1 1/2" = 1'-0"2 FRONT VESTIBULE O.H. DETAIL SCALE: 1 1/2" = 1'-0"5 ROOF TO WALL DETAIL SCALE: 1 1/2" = 1'-0"4 ROOF DETAIL - VALLEY SCALE: 1 1/2" = 1'-0"3 ROOF DETAIL - VALLEY COMPOSITE SCALE: 1 1/2" = 1'-0"6 SPLASH BLOCK DETAIL SCALE: 1 1/2" = 1'-0"7 TYPICAL EAVE OVERHANG AT FIBER CEMENT SCALE: 1 1/2" = 1'-0"8 EAVE OVERHANG AT BRICK SCALE: 3" = 1'-0"9 STEEL PLATE CONNECTION @ BRICK SCALE: 3" = 1'-0"10 STEEL PLATE CONNECTION @ F.C. SCALE: 3" = 1'-0"11 STEEL PLATE CONNECTION @ SIDING 1 1 1 1 1 03/13/2026 OWNER REVISIONS BRICK VENEER W/ ADJUST. MASONRY TIES FLEXIBLE MEMBRANE BASE FLASHING WEEP HOLES @ 24" O.C. WRB OVER 5/8" EXT. GYPSUM SHEATHING BD. ON 5 1/2" WOOD STUDS MORTAR NET 1 1/2"FINISH FLOOR BASE AS SCHEDULED EXTEND SHEATHING TO SUPPORT MEMBRANE BATT INSULATION 5/8" GYPSUM BD. ON 2X6 STUDS, RE: STRUCTURAL FOR SPACING CONC. SLAB RE: STRUCT. 2X PRESSURE TREATED SILL PLATE ON SILL SEALER RE: STRUCTURAL FOR ANCHOR SYSTEM SCHEDULED FLOOR FINISH PER ID/OWNER FINISH GRADE SLOPE AWAY FROM BUILDING 5 1/2" PREFINISHED METAL DRIP FLASHING STRIPPED ON TO FACE OF WRB W/ MEMBRANE FLASHING PREFINISHED METAL FLASHING W/ HEMMED EDGE ON MASTIC 4/4 x 4 F.C. TRIM @ CORNERS, BEYOND FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS WRB OVER EXTERIOR SHEATHING 5 1/2"1' - 1"5 1/2" BRICK VENEER W/ ADJUST. MASONRY TIES 3/4" WRB OVER EXTERIOR SHEATHING WOOD FRAMING RE: STRUCTURAL DWGS. S L O P E BRICK ROWLOCK 2 5/8"3/4" SLOPE BRICK ROWLOCK 2 5/8"2' - 0" PILASTER METAL DRIP EDGE STRIPPED ON TO WRB W/MEMBRANE FLASHING 4" SELF-ADHERED FLASHING OVER METAL FLASHING WRB OVER EXTERIOR SHEATHING FIBER CEMENT PANEL. RE: EXTERIOR ELEVATIONS SEALANT AT PERIMETER 4/4 X 3 FIBER CEMENT TRIM BOARD 1/4"COMPOSITION SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT ON PLYWD. DECKING PRE-FINISHED GUTTER T.O. PLATE 4/4 X 6 FIBER CEMENT TRIM BOARD FIBER CEMMENT SOFFIT BOARD 4/4 X 3 FIBER CEMENT TRIM BOARD WOOD NAILER AS REQUIRED ROOF TRUSSES RE: STRUCTURAL COLUMN BEYOND MEMBRANE FLASHING RETURNED OVER THE FASCIA PREFINISHED METAL DRIP EDGE FLASHING W/ CONT. CLEAT SELF-ADHERED ICE AND WATER SHIELD AT EAVE TO EXTEND 36" UP, MIN. (30 MIL)5"5"3/4"3/4"12 4 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263" = 1'-0" 3/17/2026 9:41:00 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD4.2.5 GARAGE EXTERIOR SECTION DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3" = 1'-0"1 WALL BASE FLASHING DETAIL SCALE: 3" = 1'-0"2 SECTION - DOGWASH SCALE: 3" = 1'-0"3 GARAGE "E" ENTRY 1 1 03/13/2026 OWNER REVISIONS 4 " M IN .6 "NOTES: 1. PRIME ALL SUBSTRATES PRIOR TO INSTALLING FLASHING AND W.P. MEMBRANES PER MANUF. SPECIFICATIONS 2. TYPICAL 6" X 6" 105 MIL. BASE FLASHING OR 26 GA. MTL. FLASHING, LAP 4" MIN 3. 6" X 8" STRIP OF WATERPROOF MEMBRANE PLACED OVER FLASHING LAP 4. APPLY LAP SEALANT AT EDGES OF WATERPROOF MEMBRANE STRIP EDGE OF 60 MIL SELF- ADHERED W.P. MEMBRANE ON TOP OF BASE FLASHING LAP SEALANT 6" X 6" BASE FLASHING LAP 4" MIN. (26 GA MTL. OR 105 MIL SELF-ADHERED MEMBRANE) 6" X 6" BASE FLASHING LAP 4" MIN. (26 GA MTL. OR 105 MIL SELF- ADHERED MEMBRANE) 6" X 12" WATERPROOF MEMBRANE STRIP OVER BASE FLASHING EDGE OF 60 MIL SELF-ADHERED W.P. MEMBRANE ON TOP OF BASE FLASHING, SEAL ALL JOINTS AT VERTICAL W.P. MEMBRANE W CONTINUOUS LIQUID MEMBRANE LIP SOLDERED JOINTS CUT & FOLD EDGE OF FLASHING FOR END DAM FINISH TRIM OR MATERIAL RUN MTL. HEAD FLASHING CONT. OVER WINDOW FRAME & JAMB TRIM, END DAMS TO BE FLUSH WITH OUTSIDE EDGE OF FINISH MATERIAL SCHEDULED WINDOW FINISH TRIM OR MATERIAL3”MIN1/2” 1. EXTEND END DAM TO FACE OF FINISH CLADDING MATERIAL 2. AT HEAD FLASHING IN STUCCO LOCATIONS OMIT END DAMS AND STOP FLASHING AT INSIDE EDGE OF JAMB TRIM EXTERIOR SHEATHING W.R.B. LAPPED OVER THE MEMBRANE FLASHING PER MANUFACTURER'S REQUIREMENTS MTL. HEAD FLASHING WITH END DAMS. SET IN SEALANT SCHEDULED WINDOW SEALANT TYP.PROVIDE SEALANT TO TOP OF JAMBS AND ON TO EACH END OF METAL HEAD FLASHING. APPLY SEALANT FULL DEPTH OF HEAD FLASHING TO FORM END DAMS PROVIDE SEALANT AT END DAM. ENSURE SEALANT IS INSTALLED THE FULL DEPTH OF THE FLASHING 4" WIDE MEMBRANE FLASHING OVER THE WINDOW FLANGE STRIP IN THE METAL HEAD FLASHING TO THE FACE OF THE WALL W.R.B. WITH 4" WIDE MEMBRANE FLASHING © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:02 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD5.1.1 MISCELLANEOUS WATERPROOFING DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3" = 1'-0"1 BASE FLASHING LAP DETAIL SCALE: NOT TO SCALE2WINDOW HEAD FLASHING DETAIL 1 1 03/13/2026 OWNER REVISIONS B A C 1 1 1A WINDOW OPENING C U T LIN ECUT LINECUT L I NE CUT LINEC U T LIN E STEP 1 INSTALL BUILDING WRAP INSTALL BUILDING WRAP OVER 5/8" SHEATHING AND THE WINDOW OPENING AS PER MANUFACTURER'S RECOMMENDATION CUT THE BUILDING WRAP AS INDICATED BY THE DASH LINE INTO SECTIONS A,B,&C. EXPOSED SHEATHING, BLOCKING & FRAMING MEMBERS WINDOW OPENING STEP 2 FOLD BUILDING WRAP 2A 2C 2C 2B 2A CUT BUILDING WRAP (WRB) FLUSH WITH THE ROUGH OPENING AT JAMBS LIFT SECTION C AND TEMPORARILY TAPE IT TO THE WRB ABOVE WINDOW CONTINUOUS BACK DAM BLOCKING 3/4" IN HEIGHT PLACED 3/8" INBOARD OF INTERIOR EDGE OF WINDOW FRAME BUILDING WRAP 4A 4E 4C 4A 4B 4C STEP 4 INSTALL WINDOW IF REQUIRED BY WINDOW MANUFACTURER, APPLY CONTINUOUS BEAD OF CAULK TO WALL OR BACKSIDE OF WINDOW FLANGE ACROSS THE JAMBS AND HEAD. DO NOT CAULK OR SEAL THE SILL. SILL PAN MUST BE ALLOWED TO DRAIN TO THE EXTERIOR. NON-CORROSIVE FASTENER SPACED PER WINDOWS MANUFACTURERS INSTRUCTIONS FULL INTERIOR PERIMETER SEALANT JOINT BETWEEN WINDOW AND ROUGH OPENING 3B 3C 3B 3A 3C 3B 3A INSTALL FLEXIBLE PAN FLASHING RETURN UP AND OVER BACK DAM BLOCKING. FLASHING TO RETURN UP 6" AT JAMBS INSTALL MEMBRANE FLASHING AT JAMBS. SEAL FROM BUILDING WRAP AND RETURN INTO ROUGH OPENING PAST INNERMOST EDGE OF WINDOW FRAME. WINDOW SHIM. RECOMMEND 1/8" MINIMUM STEP 3 TAPE/FLASH JAMBS 5C STEP 5 JAMB/HEAD FLASHINGS 5A 5B 6B 6A 6B 6C 6A 6B 6C STEP 6 SECONDARY HEAD FLASHING METAL HEAD FLASHING TAPED TO FACE OF WRB WITH MEMBRANE FLASHING FLIP DOWN THE SECTION C BUILDING WRAP SO IT LAYS FLAT ACROSS THE HEAD FLASHING INSTALL TAPE ALONG ALL CUTS WITHIN THE BUILDING WRAP AND INTERMITTENTLY ACROSS THE WINDOW HEAD STEP 7 INSTALL FINISHES 2B 5B 5B FLANGED WINDOW FLUSH INSTALLATION 5C INSTALL SELF ADHERED MEMBRANE FLASHING AT WINDOW HEAD INSTALL SELF ADHERED MEMBRANE FLASHING AT WINDOW JAMB5A FULL INTERIOR PERIMETER SEALANT JOINT BETWEEN WINDOW AND ROUGH OPENING B A C 1 1 1A WINDOW OPENING C U T L IN ECUT LINEC UT L I NE CUT LINEC U T L IN E STEP 1 INSTALL BUILDING WRAP INSTALL BUILDING WRAP OVER 5/8" SHEATHING AND THE WINDOW OPENING AS PER MANUFACTURERS RECOMMENDATION CUT THE BUILDING WRAP AS INDICATED BY THE DASH LINE INTO SECTIONS A,B,&C. EXPOSED SHEATHING, BLOCKING & FRAMING MEMBERS WINDOW OPENING STEP 2 FOLD BUILDING WRAP 2A 2C 2C 2B 2A CUT BUILDING WRAP BACK 1" FROM EDGE OF ROUGH OPENING @ JAMBS LIFT SECTION C AND TEMPORARILY TAPE IT TO THE BUILDING W.R.P. ABOVE WINDOW INSTALL CONTINUOUS BACK DAM ANGLE. RECOMMEND 1" HEIGHT PLACED 1/2" INBOARD OF INTERIOR EDGE OF WINDOW FRAME BUILDING WRAP 3B 3D 3B 3E 3A 3E 3D 3C 3B 3A 4A 4B 4C 4C 4B 4A 5B 5A 5B 5A 5B STEP 3 JAMBS/HEAD FLASHING INSTALL FLEXIBLE PAN FLASHING RETURNED UP AT BACK DAM ANGLE. FLASHING TO RETURN UP 6" AT JAMBS INSTALL MEMBRANE FLASHING AT JAMBS. SEAL FROM BUILDING WRAP AND RETURN INTO ROUGH OPENING PAST THE INNERMOST EDGE OF THE WINDOW FRAME. INSTALL FLEXIBLE MEMBRANE FLASHING AT CORNERS EXTENDING 6" DOWN THE JAMB AND 6" ACROSS AT THE HEAD INSTALL MEMBRANE FLASHING AT HEAD. SEAL FROM FACE OF SHEATHING AND RETURN ROUGH OPENING PAST INNERMOST EDGE OF WINDOW FRAME WINDOW SHIM. RECOMMEND 1/8" MINIMUM FOR STOREFRONT AND OTHER NON FLANGED INSTALLATIONS. IT IS RECOMMENDED TO POSITION THE FACE FRAME -1/2" TO 1 PROUD OF THE FACE OF SHEATHING TO ALLOW FOR INSTALLATION OF SEALANT JOINTS. BEYOND 1" FOR STOREFRONTS AN EXTENDED ROUGH OPENING DETAIL IS RECOMMENDED. NON-CORROSIVE FASTENER SPACED PER WINDOW MANUFACTURERS INSTRUCTIONS FULL INTERIOR AND EXTERIOR ROD AND SEALANT JOINT BETWEEN THE WINDOW SYSTEM AND THE MEMBRANE LINED ROUGH OPENING STEP 4 INSTALL WINDOW STOREFRONT FRAME STEP 5 SECONDARY HEAD FLASHINGS FLIP DOWN THE SECTION C BUILDING WRAP SO IT LAYS FLAT ACROSS THE HEAD FLASHING. INSTALL TAPE ALL CUTS WITHIN THE BUILDING WRAP AND INTERMITTENTLY ACROSS THE WINDOW HEAD 2B FRAMED OPENING 5C METAL HEAD FLASHING TAPED TO FACE OF WRB WITH MEMBRANE FLASHING 5C © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/202612" = 1'-0" 3/17/2026 9:41:05 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD5.2.1 EXTERIOR OPENING FLASHING DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 12" = 1'-0"1 WINDOW INSTALLATION SCALE: 12" = 1'-0"2 STOREFRONT INSTALLATION WATER PROOFING & BUILDING ENVELOPE PRODUCT LEGEND (BASIS-OF DESIGN RECOMMENDATIONS BY OWNER'S SEPARATE CONSULTANT) ANNOTATION IN ARCHITECTURAL DRAWINGS PRODUCT SPECIFICATION APPLICATION/ PURPOSE BELOW GROUND WATER TABLE WATERPROOFING SYSTEM TREMCO PARASEAL LG/GM (20 MIL HDPE MEMBRANE WITH PARA JT TAPE) TREMCO TREMDRAIN (AS REQUIRED) OR APPROVED EQUIVALENT FOR USE BELOW THE GROUNDWATER TABLE: BLIND-SIDE WATERPROOFING UNDER SLAB- ON-GRADE; BOTH BLIND-SIDE AND POSITIVE-SIDE BELOW- GRADE GARAGE PERIMETER WALLS ABOVE GROUND WATER TABLE POSITIVE SIDE WATERPROOFING SYSTEM TREMCO TREMPROOF 250GC (60 MIL MINIMUM COLD FLUID APPLIED MEMBRANE) OR GRACE BITUTHANE 3000 (60 MIL SBS SHEET MEMBRANE), TREMCO TREMDRAIN DRAINAGE MAT OR APPROVED EQUIVALENT FOR USE ABOVE THE GROUNDWATER TABLE AT BELOW-GRADE WALLS ABOVE GROUND WATER TABLE BLIND-SIDE WATERPROOFING SYSTEM TREMCO PARASEAL LG/GM (20 MIL HDPE MEMBRANE WITH PARA JT TAPE) TREMCO TREMDRAIN AND TOTAL DRAINAGE MAT OR APPROVED EQUIVALENT FOR USE ABOVE THE GROUNDWATER TABLE AT BELOW-GRADE PERIMETER WALLS MEMBRANE TRANSITION FLASHING GRACE BITUTHANE 3000 (60 MIL SBS SHEET MEMBRANE OR APPROVED EQUIVALENT) MEMBRANE TRANSITION BASE FLASHING. BELOW GRADE TO ABOVE GRADE TRANSITION MASONARY THROUGH WALL FLASHING. HORIZONTAL PROJECTIONS/BUILDING SETBACK TRANSITIONS. VAPOR BARRIER STEGOWRAP (10 MIL MINIMUM POLYTHYLENE VAPOR BARRIER) OR APPROVED EQUIVALENT UNDERSLAB LOCATIONS CONCRETE WATERPROOFING XYPEX COATING, OR APPROVED EQUIVALENT INTERIOR OR ELEVATOR PITS AND SUMPS BUILDING WRAP (W.R.B.)TYVEK COMMERCIALWRAP, OR APPROVED EQUIVALENT BUILDING ENVELOPE WRAP AT ABOVE-GRADE WALLS FLEXIBLE MEMBRANE SILL PAN FLASHING MEMBRANE JAMB/HEAD FLASHING DUPONT FLEXWRAP DUPONT FLASHING TAPE OR APPROVED EQUIVALENT WINDOW AND DOOR OPENINGS RAINSCREEN ENKADRAIN 9010, OR APPROVED EQUIVALENT DRAINAGE MAT BEHIND FIBER CEMENT WALL PANELS SELF-ADHERING FLASHING GRACE VYCOR PLUS, OR APPROVED EQUIVALENT INSIDE CORNERS OF EXTERIOR WALLS BETWEEN W.R.B. AND SHEAHTING. (OUTSIDE CORNER INSTALLS PER OWNER POTION.) SELF-ADHERING FLASHING GRACE PERM-A-BARRIER, OR APPROVED EQUIVALENT THROUGH-WALL FLASHING PITCHED (HIGH SLOPE) ROOFING SYSTEM MECHANICALLY FASTENED COMPOSITE ASPHALT SHINGLES OVER 15# FELT OR APPROVED EQUIVALENT PRIMARY ROOF SYSTEM FLAT (LOW SLOPE) ROOFING SYSTEM FULLY ADHERED T.P.O. ROOF MEMBRANE (60 MIL MINIMUM) OVER 1/2" COVER BOARD ON R-15 RIGID INSULATION OR APPROVED EQUIVALENT PRIMARY ROOF SYSTEM GENERAL NOTES: 1. REFERENCE OWNERS SEPARATE CONSULTANT FOR ADDITIONAL WATERPROOFING AND FLASHING INFORMATION AND DETAILS © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO.DATE:REVISION DESCRIPTION:SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/17/2026 9:21:30 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD5.3.1 TYVEK WATER & AIR BARRIER INSTALLATION GUIDELINES 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026TYVEK AIR BARRIER DETAILS SHOWN ARE BASED ON PUBLISHED MANUFACTURER INFORMATION. VERIFY COMPATIBILITY, SEQUENCING, AND INSTALLATION REQUIREMENTS WITH CURRENT MANUFACTURER INSTRUCTIONS N.T.S.A 01/26/2026 PERMIT REVISIONS © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263/17/2026 9:21:33 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD5.4.1 AIR SEALING GUIDE 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026AIR SEALING GUIDELINES SHOWN ARE BASED ON INFORMATION PUBLISHED BY STEVEN WINTER ASSOCIATES. VERIFY COMPATIBILITY, SEQUENCING, AND INSTALLATION REQUIREMENTS WITH CURRENT MANUFACTURER INSTRUCTIONS. N.T.S.A 01/26/2026 PERMIT REVISIONS DOOR & FRAME AS SCHEDULED SHIM 2X HEADER RE: STRUCTURAL CASING AS SCHEDULED W4.1a CORRIDOR 1/2" MAX. HIGH THRESHOLD BEVELED AT CORRIDOR SIDE OF ENTRY W/ 1:2 SLOPE MAX. (1/4" MAX. RISE AT UNIT SIDE) CONTINUOUS SEALANT AT BACK OF THRESHOLD UNIT FLOOR FINISH AS SCHEDULED BY ID/OWNER SELECTIONS 1/4" MAX.INTERIOR DOOR BOTTOM WITH RECESSED FLEXIBLE SEAL CORRIDOR FINISH FLOOR AS SCHEDULED UNIT 1/2" MAX. HIGH THRESHOLD BEVELED AT CORRIDOR SIDE OF ENTRY W/ 1:2 SLOPE MAX. (1/4" MAX. RISE AT UNIT SIDE) CONTINUOUS SEALANT AT BACK OF THRESHOLD UNIT FLOOR FINISH AS SCHEDULED BY ID/OWNER SELECTIONS 1/4" MAX.1X WD. BLOCKING FLOOR TRUSSES RE: STRUCTURAL CORRIDOR DOOR BOTTOM WITH RECESSED FLEXIBLE SEAL CORRIDOR FINISH FLOOR AS SCHEDULED CORRIDOR UNIT RESILIENT CHANNELS ON CORRIDOR SIDE CASING AS SCHEDULED SHIM AS REQ'D SIDE JAMB & STOP 2X HEADER RE: STRUCTURAL SCHEDULED DOOR AND FRAME W3.1a SCHEDULED CASING DOOR AS SCHEDULED SEALANT, 3 SIDES 5/8" GYP. BD. CASING AS SCHEDULED SHIM AS REQUIRED W4.1a CORRIDOR UNIT LINE OF BASE BELOW RESILIENT CHANNELS ON CORRIDOR SIDE CASING AS SCHEDULED EASED EDGE THIS SIDE ONLY SHIM SIDE JAMB & STOP SCHEDULED DOOR AND FRAME W3.1a DOOR BOTTOM WITH RECESSED FLEXIBLE SEAL EXTERIOR UNIT SL OP E 1/4 " PER 1 '-0" INSTALL DOOR DRIP WHEN DOOR IS LESS THAN 4'-0" UNDER COVER WEATHER SEAL AT THRESHOLD/ JAMB INTERSECTIONS 1/2" MAXIMUM HIGH ALUMINUM, BUMPER SYTLE THRESHOLD AT OUTSWING DOORS WITH BEVELED EDGE OF 1:4 MAX. ALL EXTERIOR THRESHOLDS TO BE SET IN FULL BED OF POLYURETHANE SEALANT AND SECURED WITH TAPCON SCREWS FLOOR FINISH AS SCHEDULED SET THRESHOLD IN FULL BED OF SEALANT AND SEAL END JAMBS1/2"BEGINNING OF SLOPE AT EDGE OF STUD SCHEDULED STAIR DOOR AND VISION PANEL GLASS A.F.F.3' - 6" MAX25"SCHEDULED DOOR FRAME SCHEDULED BASE TRIM 9 AD6.1.1 10 AD6.1.1 O.H.10 AD6.1.1 11 AD6.1.1 4"W5.1 90 MIN. RATED MTL. FRAME & DOOR AS SCHEDULED. FILL DOOR FRAME W/MINERAL BARRIER FREE THRESHOLD WALLFRAMEDWALLFRAMEDBURN CLIP PER ASSEMBLY H-STUD PER ASSEMBLY (2) LAYERS OF 1" X 24" PROPRIETARY TYPE X GYPSUM PANELS CONTINUOUS "C" RUNNERS SET IN BED OF CONTINUOUS 2 HOUR FIRE SEALANT NOTE: BATT INSULATION NOT SHOWN FOR CLARITY: REFER TO WALL PARTITION DETAIL FOR LOCATION SEALANT. TYPICAL BOTH SIDES 2 HR. FIRE SEALANT. TYPICAL BOTH SIDES8" MAX.5 3/4"8" MAX.4 1/2"4" 5/8" F.C. GYP. BD. EACH SIDE HEADER ON EACH SIDE (RE: STRUCT.) (2) LAYERS OF 1" X 24" PROPRIETARY TYPE X GYPSUM PANELS SEALANT. TYPICAL BOTH SIDES 2 HR. FIRE SEALANT, TYPICAL BOTH SIDES W5.1 CONTINUOUS "C" RUNNERS SET IN BED OF CONTINUOUS 2 HOUR FIRE SEALANT 90 MIN. RATED MTL. FRAME & DOOR AS SCHEDULED. FILL DOOR FRAME W/MINERAL WALL FRAMED WALL FRAMED WALL BEYOND F2 90 MIN. RATED METAL FRAME AND DOOR AS SCHEDULED STOP (2) 1" GYP. BD. LINER PANELS 1" @ TOP OF DECK. FILL VOID W/MINERAL WOOL 10" BARRIER FREE THRESHOLD ATTACHED ON 1 SIDE FULL THICK FIRE SAFING INSULATION FIRESTOPS ON BOTH SIDES (TYP. @ EACH LEVEL) WALL BEYOND 4" (2) LAYERS OF 1" X 24" PROPRIETARY TYPE X GYPSUM PANELS F2 1/2" MAX.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:09 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD6.1.1 INTERIOR DOOR DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3" = 1'-0"2 DOOR HEAD @ INT. PARTITION SCALE: 3" = 1'-0"3 DOOR SILL AT GROUND FLOOR SCALE: 3" = 1'-0"4 UNIT ENTRY THRESHOLD SCALE: 3" = 1'-0"6 DOOR HEAD @ UNIT ENTRY SCALE: 3" = 1'-0"1 DOOR JAMB @ INT. PARTITION SCALE: 3" = 1'-0"5 DOOR JAMB @ UNIT ENTRY SCALE: 3" = 1'-0"7 ACCESSIBLE DOOR THRESHOLD SCALE: 3/4" = 1'-0"8 TYP. DOOR ELEVATION (CORR. SIDE) SCALE: 3" = 1'-0"10 DOOR JAMB @ 2 HR FIRE BARRIER SCALE: 3" = 1'-0"11 DOOR FRAME HEAD AT 2 HR WALL SCALE: 3" = 1'-0"9 DOOR SILL @ 2 HR FIRE BARRIER 1/4"TOTAL SLAB DROP+/- 8 3/4"3/4"3/4"5/8"CONCRETE SLAB SLOPED FROM WHEEL STOP REFER BUILDING PLANS TOP OF CONCRETE BEYOND RE: PLANS 5/4 x 8 F.C. TRIM BEYOND SLOPE 3/4" GARAGE DOOR AS SCHEDULED EXPANSION JOINT AS REQUIRED DRIVEWAY MAX1/4"TOTAL SLAB DROP10" MAX (5%) 5/8" 1/2" CONCRETE SLAB SLOPED 3 1/2" FROM WHEEL STOP RE: STRUCTURAL TOP OF CONCRETE BEYOND RE: PLANS 5/4 x 8 F.C. TRIM BEYOND SLOPE 1/2" GARAGE DOOR AS SCHEDULED EXPANSION JOINT AS REQUIRED DRIVEWAY RE: CIVIL 1/2"1/4" (STEP)1/4" (1:2 BEVEL)WEATHER RESISTIVE BARRIER OVER EXT. SHEATHING MEMBRANE FLASHING EXTEND INTO R.O. PAST INTERIOR SEALANT JT. W1.1EF2a BACKER ROD AND SEALANT BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. DOOR AND FRAME AS SCHEDULED EXTERIOR UNIT METAL CORNER BEAD SCHEDULED CASING 4/4 X 4 FIBER CEMENT TRIM CONTINUOUS SEALANT "J" TRIM AND CAULKSEALANT BETWEEN CLADDING & FRAME EXTEND CLADDING TO COVER PRIMARY SEAL AND SLIGHTLY OVERLAP FRAME BATT INSULATION 5/8" GYPSUM BD. ALIGN DOOR FRAME AND SHEATHING 5/8" WOOD HEADER RE: STRUCTURAL W1.1EF2a BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. DOOR AND FRAME AS SCHEDULED METAL CORNER BEAD SCHEDULED CASING "J" TRIM AND CAULK BATT INSULATION 5/8" GYPSUM BD. BACKER ROD AND SEALANT OPEN TO DRAIN LAP WRB OVER MEMBRANE FLASHING AND TERMINATE PER MFR. RECOMMENDATIONSGAP1/4"METAL HEAD FLASHING STRIPPED INTO WRB W/ MEMBRANE FLASHING WRB OVER EXTERIOR SHEATHING MEMBRANE FLASHING EXTEND INTO R.O. PAST INTERIOR SEALANT JT. 4/4 X 6 FIBER CEMENT TRIM 5/8" ALIGN DOOR FRAME AND SHEATHING EXTERIOR INTERIOR DOOR JAMB BEYOND METAL THRESHOLD SET IN 2 BEADS OF CONT. SEALANT DOOR SWEEP @ BOTTOM WITH RECESSED FLEXIBLE SEAL, DOOR DRIP REQUIRED @ LESS THAN 4-0" UNDER COVER DOOR AS SCHEDULED SLOPE 3/4"LEVEL2% SLOPE MAX DROPSLOPE DN W1.1EF2a WEATHER RESISTIVE BARRIER OVER EXT. SHEATHING 1/8" JOINT W/ FULL DEPTH SEALANT 4/4 x 4 F.C. TRIM BOARD 5/4 x 10 F.C. TRIM BOARD SURRROUND (RIP TO FIT) 4/4 x 4 F.C. TRIM BOARD W/ 45 DEG. CUT ON ONE SIDE 5/8" EXTERIOR GRADE GYPSUM BOARD ANCHOR GARAGE DOOR TRACK TO SOLID BLOCKING IN WALL RE: MANUFACTURER'S SPECIFICATION FOR DOOR TRACK AND HARDWARE INSTALL MEMBRANE FLASHING AND RETURN INTO ROUGH OPENING SEALANT W1.1EF2a WEATHER RESISTIVE BARRIER OVER EXT. SHEATHING SELF-ADHERED FLASHING G.I. FLASHING 3" OVER TRIM 4/4 x 6 F.C. TRIM MEMBRANE FLASHING RETURNED INTO THE RO 5/4 x 8 F.C. TRIM BOARD SURROUND (RIP TO FIT) 4/4 x 4 F.C. TRIM BOARD W/ 45 DEG. CUT ON ONE SIDE 5/8" EXTERIOR GRADE GYPSUM BOARD HEADER RE: STRUCT. RE: MANUFACTURER'S SPECIFICATIONS FOR DOOR TRACK AND HARDWARE © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263" = 1'-0" 3/17/2026 9:41:12 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD6.1.2 EXTERIOR DOOR DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3" = 1'-0"1 GARAGE DOOR THRESHOLD SCALE: 3" = 1'-0"2 GARAGE DOOR THRESHOLD - ACCESSIBLE SCALE: 3" = 1'-0"4 DOOR JAMB @ SIDING SCALE: 3" = 1'-0"5 DOOR HEAD @ SIDING SCALE: 3" = 1'-0"3 DOOR THRESHOLD - CONCRETE SCALE: 3" = 1'-0"6 GARAGE DOOR JAMB @ SIDING SCALE: 3" = 1'-0"7 GARAGE DOOR HEAD @ SIDING 1 1 03/13/2026 OWNER REVISIONS GENERAL NOTES: 1.) ALL SIDING AND ALUMINUM TRIMS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 2.) WEATHER RESISTANT BARRIER OVER EXTERIOR SHEATHING, PER MANUFACTURER'S INSTALLATION REQUIREMENTS 3.) PROVIDE MIN. 3/8" FURRING STRIPS (RAINSCREEN) AT ALL FIBER CEMENT BOARD & BATTEN SIDING LOCATIONS 4.) FULL DEPTH SEALANT AT FIBER CEMENT JOINTS WHERE NOTED ON DETAILS BACKER ROD AND SEALANT SCHEDULED SLIDING DOOR CORNER BEAD BATT INSULATION CASING BEAD 5/8" F.C. GYP. BD W.R.B. OVER EXTERIOR SHEATHING PRIME CUT ENDS CONTINUOS SEALANT 4/4 x 4 F.C. TRIM MEMBRANE FLASHING OVER W.R.B. RETURNED INTO OPENING FLEXIBLE MEMBRANE FLASHING SEALED AROUND THE KNIFE PLATE 2X6 WOOD FRAMING RE: STRUCTURAL W.R.B OVER SPECIFIED EXTERIOR SHEATHING ALUMINUM RAILING SYSTEM W/PICKETS AT 4'-0" O.C. MAX. LAP SIDING 'J' MOLD FIBER CEMENT LAP SIDING MIN. 3/8" JOINT WITH BACKER ROD & SEALANT AROUND STEEL PLATE FLEXIBLE MEMBRANE FLASHING SEALED AROUND THE KNIFE PLATE MEMBRANE FLASHING W1.1 EF4 2 LAG BOLT ATTACHMENT (TOP ND BOTTOM) RE: STRUCTURAL FOR SIZES (2) 1/4" THK. STEEL KNIFE PLATES W/NUT WELDED TO PLATE RE: STRUCTURAL BACKER ROD AND SEALANT NOTCH STUDS TO ALLOW FOR PLATE AND LAG BOLTS THICKNESS R-19 INSULATION AT ALL 2X6 EXTERIOR WALLS 5/8" F.C. GYP. BD. 2X WOOD HEADER RE: STRUCTURAL CONT. METAL CORNER BEAD SEALANT SHIM AS REQUIRED W1.1EF2 MEMBRANE FLASHING SEALED DOWN OR OVER WINDOW HEAD FLANGE 1/4" GAP (TYP.) SLIDING DOOR AS SCHEDULED NOTE: ALL SIDING AND MTL. TRIM SHALL BE INSTALLED PER MANUFACTURERS REQUEST. WEATHER RESISTANT BARRIER ON 5/8" EXTERIOR GYP. SHEATHING STARTER STRIP W1.1EF35 1/2"WEATHER RESISTIVE BARRIER OVER EXT. SHEATHING 16" WIDE SELF-ADHERED FLASHING OVER BLOCKING, WRAP INTO R.O. (8" MIN.) BACKER ROD AND SEALANT "J" FLASHING, ATTACHED PRIOR TO TRIM SLIDING DOOR 5/4 X 6 FIBER CEMENT TRIM BASE TRIM AS SCHEDULED RETURN FLEXIBLE MEMBRANE PAN FLASHING UP AT THE JAMBS A MIN. OF 6" 4 1/2" FINISH FLOOR AS SCHEDULED CONT. BACK DAM 1X BLOCKING (3/8" INBOARD FROM INT. OF S.G.D. FRAME) BED OF MASTIC SEALANT FLEXIBLE MEMBRANE PAN FLASHING OVER FLOOR DECKING W1.1EF2 METAL GUARDRAIL BASE TRIM AS SCHEDULED SEALANT AT SILL BETWEEN S.G.D. & LINED BACK DAM SLIDING DOOR AS SCHEDULED 3/8" MIN. BACKER ROD & SEALANT JOINT AROUND FRAME PERIMETER MIN. 1/8" HIGH SHIMS OVER FLEXIBLE MEMBRANE FLASHING 1"X9.25" FIBER CEMENT TRIM FULL DEPTH SEALANT RE: MANUF. SPECS. FOR JOINT SIZE &SEALANT TYPE W.R.B. OVER EXT. SHEATHING FLEXIBLE MEMBRANE PAN FLASHING OVER FLOOR DECKING CONT. BACK DAM 1X BLOCKING (3/8" INBOARD FROM INT. OF S.G.D. FRAME) 4 1/2" FINISH FLOOR AS SCHEDULED BED OF MASTIC SEALANT PATIO/BALCONY UNIT SLIDING DOOR AS SCHEDULED BACKER ROD AND SEALANT WOOD THRESHOLD W/ BEVELED EDGE OF 1:2 MAX. FINISH FLOOR AS SCHEDULED T.O. CONCRETE SLAB CONCRETE SLAB, RE: STRUCT. DWGS. 3/4" P.T. WOOD BACKDAM SET 3/8" INBOARD OF DOOR FRAME METAL OR PLASTIC PAN, SET ON TOP OF MEMBRANE PAN FLASHING BASE TRIM AS SCHEDULED (BEYOND) CONCRETE PATIO RE: LANDSCAPE 3/4" MAX.END DAM FLASHED TRAFFIC COATING (BEYOND) FLEXIBLE MEMBRANE SILL PAN FLASHING RETURN UP AND ONTO P.T. BACKDAM CONT. BEAD OF CAULK T.O SLIDING DOOR TRACK SLOPE RE: LANDSCAPE 3/4"CONC. RECESS 5 1/2"3/4"2" PERIMETER INSULATION (R-10) WRB OVER EXTERIOR SHEATHING FIBER CEMENT PANEL OVER FURRING STRIPS 5/8" GYPSUM BOARD BATT INSULATION BACKER ROD & SEALANT JT. METAL CORNER BEAD SLIDING DOOR AS SCHEDULED "J" TRIM AND CAULK SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4" METAL FLASHING STRIPPED INTO WRB W/ MEMBRANE FLASHING PREFINISHED METAL DRIP FLASHING 4/4 x 6 F.C. TRIM W1.1 EF3 WRB LAPPED OVER MEMBRANE FLASHING AND TERMINATED FOLLOWING MFR. REQUIREMENTSGAP1/4"MEMBRANE FLASHING, LAPPED OVER WINDOW FLANGE AND ONTO SHEATHING "J" EASY TRIM (TYP.) BACKER ROD AND SEALANT SCHEDULED SLIDING DOOR CORNER BEAD BATT INSULATION CASING BEAD 5/8" F.C. GYP. BD W.R.B OVER SPECIFIED EXTERIOR SHEATHING PRIME CUT ENDS CAULK JOINT 4/4 x 4 F.C. TRIM JOINT WITH FULL DEPTH SEALANT PER MFGR. REQUIREMENT MEMBRANE FLASHING OVER W.R.B. RETURNED INTO OPENING W.R.B OVER SPECIFIED EXTERIOR SHEATHING LAP SIDING 'J' MOLD FIBER CEMENT LAP SIDING MEMBRANE FLASHING WOOD STUDS RE:STRUCTURE W1.1 EF4 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:15 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD6.1.3 SLIDING DOOR DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3" = 1'-0"5 SLIDING DOOR JAMB @ R&J SCALE: 3" = 1'-0"6 SLIDING GLASS DOOR HEADER @ F.C. SIDING SCALE: 3" = 1'-0"3 SLIDING GLASS DOOR SILL @ F.C. PANEL SCALE: 3" = 1'-0"2 SLIDING GLASS DOOR SILL @ F.C. SIDING SCALE: 3" = 1'-0"1 SLIDING DOOR THRESHOLD SCALE: 3" = 1'-0"4 SLIDING DOOR HEAD @ F.C. PANEL SCALE: 3" = 1'-0"7 SLIDING DOOR JAMB @ F.C. SIDING 1 1 03/13/2026 OWNER REVISIONS SEALANT, TYP. 4/4 x 4 FIBER CEMENT TRIM FLEXIBLE MEMBRANE PAN FLASHING RETURNED INTO ROUGH OPENING AND UP ONTO BACK DAM BLOCKING WEATHER RESISTIVE BARRIER OVER EXT. SHEATHING RETURN FLEXIBLE MEMBRANE PAN FLASHING UP @ JAMBS, MINIMUM 6" EACH SIDE SEALANT, MAX 1/4" GAP SCHEDULED SILL TRIM 3/4" WOOD BACK DAM BLOCKING LOCATED 3/8" INBOARD OF INNER EDGE OF WINDOW FRAME SCHEDULED CASING TRIM BELOW SILL WINDOW AS SCHEDULED FULL PERIMETER INTERIOR SEALANT JOINT BETWEEN WINDOW AND MEMBRANE PAN FLASHING W1.1EF2a FULL DEPTH SEALANT JOINT BACKER ROD AND SEALANT WINDOW AS SCHEDULED WRB OVER EXTERIOR SHEATHING CORNER BEAD BATT INSULATION "J" TRIM AND CAULK 5/8" GYPSUM BD FIBER CEMENT LAP SIDING MEMBRANE FLASHING LAPPED OVER WINDOW FLANGE AND ONTO FACE OF WRB MEMBRANE JAMB FLASHING RETURNED INTO ROUGH OPENING 4/4 x 4 F.C. TRIM FULL DEPTH SEALANT JOINT W1.1EF2a 3/4"1 1/2"SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4" WOOD HEADER RE: STRUCTURAL 4/4 x 6 F.C. TRIM 5/8" GYPSUM BOARD SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4"GAP1/4"WRB OVER EXTERIOR SHEATHING FIBER CEMENT LAP SIDING BATT INSULATION METAL FLASHING STRIPPED INTO WRB W/ MEMBRANE FLASHING PREFINISHED METAL DRIP FLASHING MEMBRANE FLASHING, LAPPED OVER WINDOW FLANGE AND ONTO SHEATHING WRB LAPPED OVER MEMBRANE FLASHING AND TERMINATED FOLLOWING MFR. REQUIREMENTS METAL CORNER BEAD "J" TRIM AND CAULK W1.1 EF2a SEALANT JT. WINDOW AS SCHEDULED SEALANT, TYP. 4/4 x 4 FIBER CEMENT TRIM FLEXIBLE MEMBRANE PAN FLASHING RETURNED INTO ROUGH OPENING AND UP ONTO BACK DAM BLOCKING WEATHER RESISTIVE BARRIER OVER EXT. SHEATHING RETURN FLEXIBLE MEMBRANE PAN FLASHING UP @ JAMBS, MINIMUM 6" EACH SIDE SEALANT, MAX 1/4" GAP SCHEDULED SILL TRIM 3/4" WOOD BACK DAM BLOCKING LOCATED 3/8" INBOARD OF INNER EDGE OF WINDOW FRAME SCHEDULED CASING TRIM BELOW SILL WINDOW AS SCHEDULED FULL PERIMETER INTERIOR SEALANT JOINT BETWEEN WINDOW AND MEMBRANE PAN FLASHINGW1.1EF3a FULL DEPTH SEALANT JOINT BACKER ROD AND SEALANT WINDOW AS SCHEDULED WRB OVER EXTERIOR SHEATHING CORNER BEAD BATT INSULATION "J" TRIM AND CUALK 5/8" GYPSUM BD FIBER CEMENT PANEL OVER FURRING STRIPS MEMBRANE FLASHING LAPPED OVER WINDOW FLANGE AND ONTO FACE OF WRB MEMBRANE JAMB FLASHING RETURNED INTO ROUGH OPENING 4/4 x 4 F.C. TRIM FULL DEPTH SEALANT JOINT W1.1EF3a 3/4"1 1/2"SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4" WOOD HEADER RE: STRUCTURAL 4/4 x 6 F.C. TRIM 5/8" GYPSUM BOARD SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4"GAP1/4"WRB OVER EXTERIOR SHEATHING FIBER CEMENT PANEL BATT INSULATION METAL FLASHING STRIPPED INTO WRB W/ MEMBRANE FLASHING PREFINISHED METAL DRIP FLASHING MEMBRANE FLASHING, LAPPED OVER WINDOW FLANGE AND ONTO SHEATHING WRB LAPPED OVER MEMBRANE FLASHING AND TERMINATED FOLLOWING MFR. REQUIREMENTS METAL CORNER BEAD "J" TRIM AND CAULK W1.1 EF3a SEALANT JT. WINDOW AS SCHEDULED SEALANT, TYP. BRICK ROWLOCK FLEXIBLE MEMBRANE PAN FLASHING RETURNED INTO ROUGH OPENING AND UP ONTO BACK DAM BLOCKING WEATHER RESISTIVE BARRIER OVER EXT. SHEATHING RETURN FLEXIBLE MEMBRANE PAN FLASHING UP AT JAMBS, 6" MIN. ON EACH SIDE SEALANT, MAX 1/4" GAP SCHEDULED SILL TRIM 3/4" WOOD BACK DAM BLOCKING LOCATED 3/8" INBOARD OF INNER EDGE OF WINDOW FRAME SCHEDULED CASING TRIM BELOW SILL WINDOW AS SCHEDULED FULL PERIMETER INTERIOR SEALANT JOINT BETWEEN WINDOW AND MEMBRANE PAN FLASHING 3/4" W1.1EF1 5 1/2" WRB OVER EXTERIOR SHEATHING MORTAR NET BRICK VENEER BEYOND 2X HEADER (RE: STRUCT.) W1.1EF1 1/2" METAL EDGE FLASHING 1/2" WEEPS @ MAX. 24" O.C. GALV. STEEL ANGLE LINTEL, PTD. SELF-ADHERED MEMBRANE FLASHING, PROVIDE END DAMS AT LINTEL ENDS 1/8" GAP TO ALLOW FOR MOVEMENT (SHRINKAGE) METAL CORNER BEAD "J" TRIM AND CAULK 5/8" GYPSUM BOARD SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4" WRB LAPPED OVER MEMBRANE FLASHING AND TERMINATED FOLLOWING MFR. REQUIREMENTS WINDOW AS SCHEDULED WRB TAPE BRICK VENEER W/ ADJUST. MASONRY TIES MEMBRANE FLASHING, LAPPED OVER WINDOW FLANGE AND ONTO SHEATHING BACKER ROD AND SEALANT WINDOW AS SCHEDULED WRB OVER EXTERIOR SHEATHING CORNER BEAD BATT INSULATION "J" TRIM AND CAULK 5/8" GYPSUM BD BRICK VENEER W/ ADJUST. MASONRY TIES MEMBRANE FLASHING LAPPED OVER WINDOW FLANGE AND ONTO FACE OF WRB MEMBRANE JAMB FLASHING RETURNED INTO ROUGH OPENING W1.1EF1 3/4"1 1/2"SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4"1"3/8" 3 1/2" 3/8"3/8" FRAME DIM.FRAME DIM. 2X6 STUD-PACK, RE: STRUCTURAL DWGS. 3/4" MEMBRANE FLASHING LAPPED OVER WINDOW FLANGE 4/4 X 4 FIBER CEMENT TRIM MEMBRANE FLASHING RETURNED INTO ROUGH OPENING SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4" WINDOW AS SCHEDULED "J" TRIM AND CAULK 5/8" GYPSUM BOARD AT JAMB RETURNS CORNER BEAD BACKER ROD AND SEALANT 1 1/2"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20263" = 1'-0" 3/17/2026 9:41:18 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD6.2.1 WINDOW DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3" = 1'-0"1 WINDOW SILL DETAIL @ F.C. SIDING SCALE: 3" = 1'-0"2 WINDOW JAMB DETAIL @ F.C. SIDING SCALE: 3" = 1'-0"3 WINDOW HEAD DETAIL @ F.C. SIDING SCALE: 3" = 1'-0"4 WINDOW SILL DETAIL F.C. PANEL SCALE: 3" = 1'-0"5 WINDOW JAMB DETAIL @ F.C. PANEL SCALE: 3" = 1'-0"6 WINDOW HEAD DETAIL @ F.C. PANEL SCALE: 3" = 1'-0"7 WINDOW SILL @ BRICK SCALE: 3" = 1'-0"9 WINDOW HEAD @ BRICK SCALE: 3" = 1'-0"8 WINDOW JAMB @ BRICK SCALE: 3" = 1'-0"10 WINDOW JAMB DETAIL SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4" FULL CLOSURE PANELS AT HEAD AND JAMBS ALUM. STOREFRONT WINDOW & FRAME AS SCHEDULED BACKER ROD & SEALANT PRIMARY BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. SHIM AS REQUIRED MEMBRANE FLASHING EXTEND PAST INTERIOR SEALANT JOINT "J" TRIM AND CAULK METAL CORNER BEAD W1.1 EF4c WRB OVER EXTERIOR SHEATHING WOOD STUDS @ 16" O.C., MAX. 5/8" GYPSUM BOARD BATT INSULATION 4/4 x 4 F.C. TRIM BACKER ROD AND SEALANT 4/4 x 2 BATTENS @ 12" O.C., TYP. FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS FACE OF STUDS 2X6 STUD FRAMING, RE: STRUCTURAL WRB OVER EXTERIOR SHEATHING BRICK VENEER W/ ADJUST. MASONRY TIES BATT INSULATION 1/2" FRAME DIM. CORNER BEAD MEMBRANE JAMB FLASHING RETURNED INTO ROUGH OPENING BACKER ROD AND SEALANT FULL CLOSURE PANELS AT HEAD AND JAMBS SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4" "J" TRIM AND CAULK SELF ADHERED MEMBRANE FLASHING AT INSIDE CORNER1 5/8"FACE OF STUDS ALUM. STOREFRONT W/ 1" INSUL. GLASS RE: INTERIOR AT WALL LOCATIONS INTERIOR WALL WHERE OCCURS IN PLAN 1 5/8"W1.1EF1 5 1/2"5 1/2"INTERIOR DRAWINGSCEILING, REFER TOMETAL CORNER BEAD 5/8" GYPSUM BD. ON 2X4 FRAMING 2X12 WOOD BEAM, RE: STRUCT. DWGS. WRB OVER EXTERIOR SHEATHING BRICK VENEER W/ ADJUSTABLE MASONRY TIES BATT INSULATION "J" TRIM AND CAULK MEMBRANE FLASHING EXTEND INTO R.O. PAST INTERIOR SEALANT JT. ALUM. STOREFRONT W/ 1" INSULATED GLASS AS SCHEDULED 1 5/8" FACE OF STUDS 1/8"GALV. STL. ANGLE LINTEL, PTD. PRIMARY SEAL, BACKER ROD AND SEALANT JT. BACKER ROD AND SEALANT CONSTRUCTION TAPE MEMBRANE FLASHING, PROVIDE END DAMS AT LINTEL ENDS WEEP HOLES @ 24" O.C., MAX. LAP WRB OVER MEMBRANE FLASHING AND TERMINATE PER MFR. RECOMMENDATIONS W1.1EF1 5 1/2" SEALANT. PROVIDE BACKER ROD FOR JOINTS GREATER THAN 1/4" BRICK VENEER W/ ADJUST. MASONRY TIES FULL CLOSURE PANELS AT HEAD AND JAMBS ALUM. STOREFRONT W/ 1" INSUL. GLASS AS SCHEDULED BACKER ROD & SEALANT 1/2"1 5/8"PRIMARY BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. SHIM AS REQUIRED MEMBRANE FLASHING EXTEND PAST INTERIOR SEALANT JOINT "J" TRIM AND CAULK METAL CORNER BEAD W1.1 EF1 WRB OVER EXTERIOR SHEATHING WOOD STUDS @ 16" O.C., MAX. 5/8" GYPSUM BOARD BATT INSULATION FACE OF STUDS METAL CORNER BEAD 5/8" GYPSUM BD. BATT INSULATION "J" TRIM AND CAULK ALUM. STOREFRONT W/ 1" INSULATED GLASS AS SCHEDULED 1 5/8" FRAME 4 1/2" FACE OF STUDS WRB OVER EXTERIOR SHEATHING PRIMARY SEAL, BACKER ROD AND SEALANT JT. RAIN SCREEN SEAL, BACKER ROD AND SEALANT LAP WRB OVER MEMBRANE FLASHING AND TERMINATE PER MFR. RECOMMENDATIONS BD. & BATTEN FIBER CEMENT PANEL OVER FURRING STRIPS METAL HEAD FLASHING STRIPPED INTO WRB W/ MEMBRANE FLASHING W1.1 EF4c MEMBRANE FLASHING EXTEND INTO R.O. PAST INTERIOR SEALANT JT.GAP1/4"BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. WOOD HEADER, RE: STRUCTURAL METAL CORNER BEADGALV. STL. ANGLE LINTEL, PTD. CONSTRUCTION TAPE "J" TRIM AND CAULK STOREFRONT AS SCHEDULED 5 1/2" FACE OF STUDS 5/8" GYPSUM BD. WOOD HEADER, RE: STRUCTURAL BATT INSULATION BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. MEMBRANE FLASHING EXTEND INTO R.O. PAST INTERIOR SEALANT JT. PRIMARY SEAL, BACKER ROD AND SEALANT JT. RAIN SCREEN SEAL, BACKER ROD AND SEALANT WRB OVER EXTERIOR SHEATHING BRICK VENEER W/ ADJUSTABLE MASONRY TIES MEMBRANE FLASHING, PROVIDE END DAMS AT LINTEL ENDS WEEP HOLES @ 24" O.C., MAX. LAP WRB OVER MEMBRANE FLASHING AND TERMINATE PER MFR. RECOMMENDATIONS 1 5/8" METAL CORNER BEADGALV. STL. ANGLE LINTEL, PTD. CONSTRUCTION TAPE "J" TRIM AND CAULK STOREFRONT AS SCHEDULED 5 1/2" 1 5/8" FACE OF STUDS 5/8" GYPSUM BD. WOOD HEADER, RE: STRUCTURAL BATT INSULATION BACKER ROD AND SEALANT AT MEMBRANE LINED R.O. MEMBRANE FLASHING EXTEND INTO R.O. PAST INTERIOR SEALANT JT. PRIMARY SEAL, BACKER ROD AND SEALANT JT. BACKER ROD AND SEALANT WRB OVER EXTERIOR SHEATHING BRICK VENEER W/ ADJUSTABLE MASONRY TIES MEMBRANE FLASHING, PROVIDE END DAMS AT LINTEL ENDS WEEP HOLES @ 24" O.C., MAX. LAP WRB OVER MEMBRANE FLASHING AND TERMINATE PER MFR. RECOMMENDATIONS W1.1EF1 1/4"/FT. SLP. RE: LANDSCAPE EXTERIOR INTERIOR CONCRETE SLAB RE: STRUCTURAL CONCRETE PAVING, RE: LANDSCAPE DWGS. CONT. BEAD OF SEALANT FLOOR FINISH, RE: INTERIORS COMPRESSIBLE FILLER FRAME 4 1/2" STOREFRONT DOOR AND FRAME AS SCHEDULED FACE OF STUDS, BEYOND FACE OF STUDS 2" PERIMETER INSULATION (R-10) 5 1/2" 2" SLAB RECESS AT STONE THRESHOLD 2"STOREFRONT DOOR SWEEP SCHEDULED THRESHOLD W/ ADA COMPLIANT BEVEL, RE: INTERIORS 3/4"1/4"/FT. SLP. RE: LANDSCAPE EXTERIOR INTERIOR CONCRETE STEM WALL RE: STRUCTURAL STOREFRONT DOOR SWEEP CONCRETE PAVING, RE: LANDSCAPE DWGS. CONT. BEAD OF SEALANT ALUMINUM THRESHOLD W/ ADA COMPLIANT BEVEL FLOOR FINISH, RE: INTERIOR DWGS. COMPRESSIBLE FILLER FRAME 4 1/2" STOREFRONT DOOR AND FRAME AS SCHEDULED FACE OF STUDS, BEYOND FACE OF STUDS RETURN MEMBRANE PAN FLASHING UP BACK DAM ANGLE 2" PERIMETER INSULATION (R-10) 5 1/2"MAX.1/2"BACKER ROD & SEALANT METAL EDGE FLASHING ALUM. BACK DAM ANGLEFINISH GRADE6" MIN. ABOVEFINISHED GRADE RE: LANDSCAPE METAL FLASHING SHIMMED UP OFF THE PAN FLASHING TO COVER EXPOSED MEMBRANE PRIMARY SEALANT JOINT MEMBRANE FLASHING TURNED UP ON JAMB TO CREATE PAN EDGE OF EXTERIOR SHEATHING BEYOND SCHEDULED STOREFRONT WINDOW FULL PERIMETER INTERIOR BACKER ROD AND SEALANT JOINT 1" X 1" MIN. .80 ALUMINUM ANGLE TO MATCH STOREFRONT FINISH CONC. SLAB RE: STRUCTURAL SHIM FLEXIBLE MEMBRANE PAN FLASHING, RETURNED UP BACK DAM ANGLE 2" PERIMETER INSULATION (R-10)FOUNDATION WALL RE: STRUCT. FLOOR FINISH RE: INTERIORS 1 5/8" SCHEDULED STOREFRONT WINDOW EDGE OF EXTERIOR SHEATHING BEYOND MEMBRANE FLASHING TURNED UP ON JAMB TO CREATE PAN FULL PERIMETER INTERIOR BACKER ROD AND SEALANT JOINT PRIMARY SEAL BACKER ROD AND SEALANT JOINT. PROVIDE WEEPS LOCATED 6" FROM EACH JAMB AND BELOW EACH VERTICAL MULLION CONCRETE PAVING RE: LANDSCAPE 1"X1" MIN. .80 ALUMINUM ANGLE TO MATCH STOREFRONT FINISH FLOOR FINISH RE: INTERIORS CONC. SLAB RE: STRUCTURAL FLEXIBLE MEMBRANE PAN FLASHING, RETURNED UP BACK DAM ANGLE 2" PERIMETER INSULATION (R-10) RAIN SCREEN BACKER ROD AND SEALANT 1/4"/FT. SLOPE RE: LANDSCAPE FOUNDATION WALL RE: STRUCT. 2X12 WOOD BEAM, RE: STRUCT. DWGS. WRB OVER EXTERIOR SHEATHING BRICK VENEER W/ ADJUSTABLE MASONRY TIES CONTINOUS SEALANT MEMBRANE FLASHING EXTEND INTO R.O. PAST INTERIOR SEALANT JT. ALUM. STOREFRONT W/ 1" INSULATED GLASS AS SCHEDULED 1 5/8" FACE OF STUDS GALV. STL. ANGLE LINTEL, PTD. PRIMARY SEAL, BACKER ROD AND SEALANT JT. BACKER ROD AND SEALANT CONSTRUCTION TAPE MEMBRANE FLASHING, PROVIDE END DAMS AT LINTEL ENDS WEEP HOLES @ 24" O.C., MAX. LAP WRB OVER MEMBRANE FLASHING AND TERMINATE PER MFR. RECOMMENDATIONS W1.1EF1 5 1/2" 1x6 STAINED T&G CEILING EXTERIOR INTERIOR RECESS3"5 1/2"1" DROPMAX.1/2"1/4"/FT. CONCRETE SLAB RE: STRUCTURAL SLAB RECESS AT CENTER- PIVOT HARDWARE STOREFRONT DOOR SWEEP THIN-SET PAVERS, RE: LANDSCAPE DWGS. FACE OF STUDS, BEYOND COVE BEAD OF SEALANT 1/2" THICK THRESHOLD W/ ADA COMPLIANT BEVEL, RE: INTERIORS FLOOR FINISH, RE: INTERIORS CONCRETE SLAB DROP, SLOPE TO DRAIN FRAME 4 1/2" STOREFRONT DOOR AND FRAME W/ CENTER-PIVOT FRAME 1 5/8" 1 1/2" @ SLAB FACE OF STUDS SLAB DROP VARIES AT COVERED PORCH SLAB EXTERIOR INTERIOR FACE OF STUDS, BEYOND STOREFRONT AS SCHEDULED STOREFRONT SUB-SILL STOREFRONT WEEP HOLES PREFINISHED GALV. METAL FLASHING THIN-SET PAVERS, RE: LANDSCAPE DWGS.VARIESFLEXIBLE MEMBRANE FLASHING, RETURNED INTO R.O. AND UP ONTO BACK DAM ANGLE BACKER ROD AND SEALANT 1" X 1" X .80 ALUM. ANGLE TO MATCH STOREFRONT FINISH FLOOR FINISH, RE: INTERIORS CONCRETE SLAB RE: STRUCTURAL 4 1/2" SEAL ALL ANCHOR PENETRATIONS THROUGH SILL FLASHING BACKER ROD AND SEALANTVARIES1 5/8"1/2" FACE OF STUDS SHIM METAL FLASHING UP OFF OF MEMBRANE FLASHING 1/16" TO 1/8" ALLOW FOR DRAINAGE WRB OVER EXTERIOR SHEATHING METAL HEAD FLASHING STRIPPED INTO THE FACE OF WRB WITH MEMBRANE FLASHING BACKER ROD & SEALANT PRIMARY SEALANT AND BACKER ROD AT MEMBRANE LINED R.O. MEMBRANE HEAD FLASHING, RETURN INTO ROUGH OPENING METAL HEAD FLASHING STRIPPED INTO THE FACE OF WRB WITH MEMBRANE FLASHING 4/4 x 2 BATTENS @ 12" O.C., TYP. FIBER CEMENT PANEL OVER 3/8" FURRING STRIPS METAL CORNER BEAD 5/8" GYPSUM BD. 2X12 WOOD BEAM, RE: STRUCT. DWGS. BATT INSULATION "J" TRIM AND CAULK STOREFRONT WINDOW AND FRAME AS SCHEDULED FRAME 4 1/2" 1 5/8" W.R.B. CUT FLUSH WITH THE R.O. CORNER BEAD FULL INTERIOR BACKER ROD AND SEALANT JT. PROVIDE FULL CLOSURE PIECE ON STOREFRONT SYSTEMS GYP. BD. RETURN AT JAMB AND HEADER EXTERIOR PRIMARY BACKER ROD AND SEALANT JOINT BETWEEN STOREFRONT AND MEMBRANE LINED R.O. EXTERIOR PERIMETER BACKER ROD AND SEALANT JOINT BETWEEN STOREFRONT AND CLADDING MEMBRANE FLASHING RETURNED INTO R.O. PAST THE INNERMOST EDGE OF THE STOREFRONT FRAME W1.1 EF2 1X3 FIBER CEMENT TRIM CONTINUOUS JOINT EF101 5/8"GENERAL NOTES: 1.) ALL SIDING AND ALUMINUM TRIMS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 2.) WEATHER RESISTANT BARRIER OVER EXTERIOR SHEATHING, PER MANUFACTURER'S INSTALLATION REQUIREMENTS 3.) PROVIDE MIN. 3/8" FURRING STRIPS (RAINSCREEN) AT ALL FIBER CEMENT BOARD & BATTEN SIDING LOCATIONS © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:23 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD6.3.1 ARCHITECTURAL GLAZING DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3" = 1'-0"5 STOREFRONT JAMB @ BOARD & BATTEN SCALE: 3" = 1'-0"11 STOREFRONT JAMB @ BRICK SCALE: 3" = 1'-0"9 STOREFRONT HEAD @ BRICK SCALE: 3" = 1'-0"10 STOREFRONT JAMB @ BRICK SCALE: 3" = 1'-0"6 STOREFRONT HEAD @ BOARD & BATTEN SCALE: 3" = 1'-0"8 STOREFRONT DOOR HEAD @ BRICK SCALE: 3" = 1'-0"7 STOREFRONT HEAD @ BRICK SCALE: 3" = 1'-0"1 STOREFRONT DOOR THRESHOLD SCALE: 3" = 1'-0"2 STOREFRONT DOOR THRESHOLD @ SLAB SCALE: 3" = 1'-0"3 STOREFRONT WINDOW SILL SCALE: 3" = 1'-0"4 STOREFRONT WINDOW SILL @ SLAB SCALE: 3" = 1'-0"12 STOREFRONT HEAD @ BRICK SCALE: 3" = 1'-0"13 STOREFRONT THRESHOLD DETAIL SCALE: 3" = 1'-0"14 STOREFRONT SILL DETAIL SCALE: 3" = 1'-0"16 STOREFRONT HEADER @ F.C. SIDING SCALE: 3" = 1'-0"15 STOREFRONT JAMB @ F.C. SIDING 1 1 1 1 1 03/13/2026 OWNER REVISIONS 1" TYP. TYP. 11" MIN.@7" MAX.EQ. RISERSCAST-IN-PLACE CONC. TREAD IN MTL. PAN, TYP. 3"6"3' - 0"FACE OF 1ST. TREAD 1' - 0" FROM 1-1/4" DIA. X 11 GA. STEEL TUBE HANDRAIL RETURNED TO GUARDRAIL 1 1/2" SQ. X 11 GA. STEEL NEWEL POST @ 4'-0" O.C. MAX. 1 1/2" SQ. X 11 GA. CONT. STEEL BOTTOM RAIL PROVIDE 1/4" END CAP AT FACE OF STRINGER, TYP. WELD CLIP ANGLE TO STRINGER & BOLT INTO SLAB (RE: TO MANUF. FOR ANCHORAGE DETAILS)1' - 10"1 1/2" SQ. X 11 GA. STEEL TOP RAIL 1-1/4" DIA. X 11 GA. STEEL TUBE HANDRAIL, ATTACHED W/ MTL. BRACKETS @ (4'-0" O.C. MAX.) 1/2" SQ. STEEL TUBE PICKETS @ 4" O.C. -WELD TO TOP AND BOTTOM RAIL, TYPICAL OPENINGS SHALL NOT ALLOW A SPHERE OF 4" TO PASS THROUGH NOTES: 1. SHOP DRAWING FOR ATTACHMENTS AND ASSEMBLY DETAILS SHALL SUPERSEDE. 2. USE "X" BRACING AT ALL STRAIGHT RUN STAIRS.TO TOP OF GUARDRAIL (TYP.)3'-6" MIN. FROM TOP OF STAIR NOSINGTO TOP OF HANDRAIL (TYP.)3'-0" FROM TOP OF STAIR NOSINGMAX. 4 1/2".VARIES BASED ON PLANS MAX. 4 1/2". 3"1 1/4"1 1/2"1 1/4" 1-1/4" DIA. X 11 GA. HANDRAIL, W/ MTL. BRACKETS @ (4'-0" O.C. MAX.) FINISHED WALL 1/2" SQ. STEEL TUBE PICKETS @ 4" O.C. MAX.MAX.4"MTL. PAN FILLED CONC. TREAD W/ CLOSED RISER 4" A.S. MAX. 3" REFER TO PLANS 3'-8" MIN. WIDTH STEEL STRINGER, RE: MANUF. WELD NEWEL POST TO TOP OF STEEL STRINGER 4'-0" O.C. MAX. 1 1/2" SQ. X 11 GA. STEEL TUBE BOTTOM RAIL 1 1/2" X 11 GA. NEWEL POST @ 4'-0" O.C. MAX. RE: PLANS 4" MIN. 4' - 0"1 1/2" CLR. MIN. FROM FINISHCLOSED END (SMOOTH)RE: STAIR PLANS EDGE OF LAST STAIR TREAD BELOW LINE OF FINISH WALL 1-1/4" DIA. X 11 GA. STEEL TUBE HANDRAIL, W/ MTL. BRACKETS @ (4'-0" O.C. MAX.) CLOSED END (SMOOTH) HANDRAIL TO EXTEND MIN. 12" BEYOND LAST STAIR TREAD. RE: STAIR PLANS. WALL BRACKET, PROVIDE BLOCKING IN WALL FOR ATTACHMENT PLAN VIEW ELEVATION VIEW 1" TYP. TYP. 11" MIN.@ 7" MAX.EQ. RISERS6"3' - 0" MIN.1 1/2" SQ. X 11 GA. STEEL TOP RAIL 1-1/4" DIA. X 11 GA. STEEL TUBE HANDRAIL RETURNED TO GUARDRAIL FACE OF 1ST. TREAD 1' - 0" FROM OPENINGS SHALL NOT ALLOW A SPHERE OF 4" TO PASS THROUGH 1/2" SQ. STEEL TUBE PICKETS @ 4" O.C. - WELD TO TOP AND BOTTOM RAIL, TYPICAL 1-1/4" DIA. X 11 GA. STEEL TUBE HANDRAIL, ATTACHED W/ MTL. BRACKETS @ (4'-0" O.C. MAX.) CAST-IN-PLACE CONC. TREAD IN MTL. PAN, TYP. 1 X 6 WOOD TRIM OVER 5/8" TYPE "X" GYP. BD. BEAM (REFER TO STRUCT.) WELD CLIP ANGLE TO STRINGER & BOLT INTO WOOD FRAME (RE: MFR. FOR ANCHORAGE) STEEL STRINGER W/ 1/4" END CAP PLATE RE: STRUCTURAL 1 1/2" SQ. X 11 GA. STEEL NEWEL POST @ 4'-0" O.C. MAX. 1 1/2" SQ. X 11 GA. CONT. STEEL BOTTOM RAIL NOTES: 1. SHOP DRAWING FOR ATTACHMENTS AND ASSEMBLY DETAILS SHALL SUPERSEDE. 2. USE "X" BRACING AT ALL STRAIGHT RUN STAIRS. F2 FACE OF TREAD 1' - 0" FROM TYP. 11" MIN.1" TYP. 3"3'-0" MIN.6" TYP.6"1' - 0"2' - 0"OPENINGS SHALL NOT ALLOW A SPHERE OF 4" TO PASS THROUGH 1/2" SQ. STEEL TUBE PICKETS @ 4" O.C. - WELD TO TOP AND BOTTOM RAIL, TYPICAL 1 1/2" SQ. X 11 GA. NEWEL POST @ 4'-0" O.C. MAX. ATTACHED TO STRINGER WD. BEAM RE: STRUCT. WELD CLIP TO STRINGER & BOLT THRU WD. BEAM RE: MANUF. ON ANCHORAGE F2 @ 7" MAX.EQ. RISERS14 GA. STEEL CLOSER PLATE, TYPICAL 1-1/4" DIA. X 11 GA. STEEL TUBE HANDRAIL, ATTACHED W/ MTL. BRACKETS @ (4'-0" O.C. MAX.) NOTES: 1. SHOP DRAWING FOR ATTACHMENTS AND ASSEMBLY DETAILS SHALL SUPERSEDE. 2. USE "X" BRACING AT ALL STRAIGHT RUN STAIRS. 1 1/2" SQ. X 11 GA. CONT. STEEL BOTTOM RAIL OPENINGS SHALL NOT ALLOW A SPHERE OF 4" TO PASS THROUGH CAST-IN-PLACE CONC. THREAD IN MTL. PAN, TYP. 1 1/2" SQ. X 11 GA. STEEL TOP RAIL 3' - 6" MIN.1" TYP. TYP. 11" MIN.@7" MAX.EQ. RISERSCAST-IN-PLACE CONC. TREAD IN MTL. PAN, TYP. 3"PROVIDE 1/4" END CAP AT FACE OF STRINGER, TYP. WELD CLIP ANGLE TO STRINGER & BOLT INTO SLAB (RE: TO MANUF. FOR ANCHORAGE DETAILS)3' - 0"1-1/4" DIA. X 11 GA. STEEL TUBE HANDRAIL, ATTACHED W/ MTL. BRACKETS @ (4'-0" O.C. MAX.) FACE OF 1ST. TREAD 2' - 0" FROM 1 1/4" NOTES: 1. SHOP DRAWING FOR ATTACHMENTS AND ASSEMBLY DETAILS SHALL SUPERSEDE. 2. USE "X" BRACING AT ALL STRAIGHT RUN STAIRS. F2 FIN. FLOOR3 1/2" MAX. FROM1 1/2" SQ. X 11 GA. CONT. STEEL BOTTOM RAIL STEEL EMBED PLATE PLACED PRIOR TO CONCRETE TOPPING LINE OF FINISH MATERIAL3' - 6" MIN.WD. BEAM RE: STRUCT. (2) 3/8" LAG SCREWS, ANCHOR MIN. 2" INTO BEAM 1X6 P.T. FINISH WOOD TRIM ALIGN WITH FINISH FLOOR MATERIALCONCRETE1/2" ABOVE1 1/2" SQ. X 11 GA. NEWEL POST 1/2" SQ. STEEL TUBE PICKETS @ 4" O.C. - WELD TO TOP AND BOTTOM RAIL, TYPICAL 1 1/2" SQ. X 11 GA. STEEL TOP RAIL NOTES: 1. SHOP DRAWING FOR ATTACHMENTS AND ASSEMBLY DETAILS SHALL SUPERSEDE. 2. USE "X" BRACING AT ALL STRAIGHT RUN STAIRS. 1" TYP. TYP. 11" MIN.@ 7" MAX.EQ. RISERSCAST-IN-PLACE CONC. TREAD IN MTL. PAN, TYP. 1 X 6 WOOD TRIM OVER 5/8" TYPE "X" GYP. BD. BEAM (REFER TO STRUCT.) WELD CLIP ANGLE TO STRINGER & BOLT INTO WOOD FRAME (RE: MFR. FOR ANCHORAGE) STEEL STRINGER W/ 1/4" END CAP PLATE RE: STRUCTURAL 1-1/4" DIA. X 11 GA. STEEL TUBE HANDRAIL, W/ MTL. BRACKETS @ (4'-0" O.C. MAX.)3' - 0"2' - 0" NOTES: 1. SHOP DRAWING FOR ATTACHMENTS AND ASSEMBLY DETAILS SHALL SUPERSEDE. 2. USE "X" BRACING AT ALL STRAIGHT RUN STAIRS. F2 TYP. 11" MIN.1" TYP. WD. BEAM RE: STRUCT. WELD CLIP TO STRINGER & BOLT THRU WD. BEAM RE: MANUF. ON ANCHORAGE @ 7" MAX.EQ. RISERS14 GA. STEEL CLOSER PLATE, TYPICAL CAST-IN-PLACE CONC. THREAD IN MTL. PAN, TYP. 1 1/4" FACE OF TREAD 1' - 0" FROM 3' - 0" MIN.F2 1-1/4" DIA. X 11 GA. STEEL TUBE HANDRAIL, ATTACHED W/ MTL. BRACKETS @ (4'-0" O.C. MAX.)3' - 0"3" NOTES: 1. SHOP DRAWING FOR ATTACHMENTS AND ASSEMBLY DETAILS SHALL SUPERSEDE. 2. USE "X" BRACING AT ALL STRAIGHT RUN STAIRS. STEEL CLOSURE PLATE TREADS BEYOND TREADS BEYOND STEEL STRINGER BEYOND ALIGN SQ. RAIL W/ UNDERSIDE OF STRINGERS 2' - 3"6' - 8" MINIMUM2' - 3"5' - 0" MAX3 1/2"ANCHOR INTO CONC. SLAB @ EA. NEWEL POST 1 1/2" SQ. GA. STEEL FRAME SIDE REAR LINE OF ENCLOSURE WALL OPTIONAL 1/2" SQ. STEEL PICKETS WELD TO TOP & BOTTOM RAILS AT 4" 0.C.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:26 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD7.1.1 STAIR DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1 1/2" = 1'-0"1 STAIR DETAIL @ BOTTOM LANDING SCALE: 1 1/2" = 1'-0"2 STAIR DETAIL THRU TREAD & STRINGER SCALE: 3/4" = 1'-0"3 HANDRAIL DETAIL @ WALL SCALE: 1 1/2" = 1'-0"4 STAIR DETAIL @ UPPER LANDING SCALE: 1 1/2" = 1'-0"5 STAIR DETAIL @ TOP LANDING SCALE: 1 1/2" = 1'-0"7 STAIR DETAIL @ LEVEL 1 SCALE: 1 1/2" = 1'-0"8 GUARDRAIL SECTION DETAIL @ LANDING SCALE: 1 1/2" = 1'-0"9 STAIR LANDING DETAIL @ WALL SCALE: 1 1/2" = 1'-0"10 STAIR DETAIL - MAIN LANDING AT WALL SCALE: 3/8" = 1'-0"6 BARRIER RAIL UNDER STAIR R1 1 1/4" RIDGE VENT INSTALLED PER MANUFACTURER REQUIREMENTS CONTINUOUS ROOF UNDERLAYMENT 15/32" WOOD ROOF DECKING WOOD ROOF TRUSS RE: STRUCTURAL COMPOSITION ROOF SHINGLE INSTALLED OVER RIDGE VENT PER MANUFACTURER REQUIREMENTS PROVIDE RIDGE VENT SLOT PER MANUFACTURER REQ. ROOFING CEMENT BETWEEN COMPOSITION ROOF SHINGLES AND RIDGE VENT COMPOSITION ROOF SHINGLES ROOF FRAMING RE: STRUCTURAL 5/8" GYP. BOARD AT CEILING 22" X 30" ATTIC ACCESS DOOR 2-2X4 BLOCKING AT ATTIC ACCESS DOOR ROUGH OPENING ROOF FRAMING RE: STRUCTURAL SPRING FOR SELF-CLOSING DOOR LATCHING HARDWARE 22"X30" ATTIC ACCESS DOOR DOOR HINGE 5/8" GYP. BD. AT CEILING NOTE: ATTIC ACCESS TO BE LOCKED AT CLUBHOUSE AT GARAGES 4/4 X 6" F.C. FASCIA 4/4 X 3" TRIM FIBER CEMENT SOFFIT LOOKOUT BLOCKED PER TRUSS MANUFACTURER EXTERIOR MATERIAL REFER TO ELEVATIONS OVERHANG 6" 3" FOAM FRAMING GASKET CONTINUOUS SUB-FASCIA ROOF DECKING TYP. ROOF UNDERLAYMENT UNDER METAL EDGE FLASHING COMPOSITION SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT ON 3/4" PLYWOOD DECKING W/ H-CLIPS METAL EDGE FLASHING W/ CONT. HOLD DOWN CLEAT OVER ROOF UNDERLAYMENT ROOF DECKING TYP. ROOF UNDERLAYMENT UNDER METAL EDGE FLASHING COMPOSITION SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT ON 3/4" PLYWOOD DECKING W/ H-CLIPS METAL EDGE FLASHING W/ CONT. HOLD DOWN CLEAT OVER ROOF UNDERLAYMENT CONTINUOUS SUB-FASCIA 4/4 X 8" F.C. FASCIA 4/4X3" F.C. TRIM FIBER CEMENT SOFFIT LOOKOUT BLOCKED PER TRUSS MANUFACTURER 4/4X3" F.C. TRIM SEALANT AT PERIMETER W.R.B. OVER EXTERIOR SHEATHING EF2a 1' - 6" 2X4 FRAMING AT ATTIC ACCESS DOOR ROUGH OPENING LATCHING HARDWARE 30"X54" ATTIC ACCESS DOOR DOOR HINGE SCHEDULED CEILING ASSEMBLY NOTE: ATTIC ACCESS TO BE LOCKED BASIS OF DESIGN: SUPER SIMPLEX DISAPPEARING STAIRWAY 6 12 ROOF TRUSSES RE: STRUCTURAL INSTALL 3'-0" WIDE MIN. SELF ADHERED MEMBRANE BELOW ROOF UNDERLAYMENT AT EDGE OF ROOF COMPOSITION SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT ON 3/4" PLYWD. DECKING WITH H-CLIPS. ALT: OSB BOARD WITH H-CLIPS PRE-FINISHED GALV. MTL. FLASHING WITH DRIP EDGE 4/4x8 FIBER CEMENT FASICIA BD. 4/4x3 FIBER CEMENT TRIM BD. FIBER CEMENT SOFFIT BOARD 6 12 6 1/2"1' - 0" SEALANT W/ BACKER ROD,TYP. LAP ROOF UNDERLAYMENT OVER ICE DAM PROTECTION INSTALLED AS REQUIRED BY CODE 7 1/4"PRE-FINISHED GALV. MTL. EDGE FLASHING PRE-FINISHED ALUM. GUTTER 4/4 X 10" F.C. FASCIA SOFFIT VENT RE: ROOF PLAN 4/4 x 3 FIBER CEMENT TRIM SEALANT W/ BACKER ROD,TYP. 4/4 X 4" F.C. TRIM EF4a 12 6 1' - 6"1' - 1"W.R.B. OVER EXTERIOR SHEATHING COMPOSITION SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT ON 3/4" PLYWOOD DECKING WITH H- CLIPS MEMBRANE FLASHING RETURNED OVER FASCIA7 1/4"PRE-FINISHED ALUM. GUTTER 4/4 X 10" F.C. FASCIA SOFFIT VENT RE: ROOF PLAN 4/4 x 3 FIBER CEMENT TRIM SEALANT W/ BACKER ROD,TYP. 4/4 X 4" F.C. TRIM EF4a 12 4 W.R.B. OVER EXTERIOR SHEATHING 10"1' - 6"LAP ROOF UNDERLAYMENT OVER ICE DAM PROTECTION INSTALLED AS REQUIRED BY CODE PRE-FINISHED GALV. MTL. EDGE FLASHING COMPOSITION SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT ON 3/4" PLYWOOD DECKING WITH H- CLIPS MEMBRANE FLASHING RETURNED OVER FASCIA R-50 INSULATION AT CONDITIONED BUILDINGS7 1/4"4/4 X 10" F.C. FASCIA SOFFIT VENT RE: ROOF PLAN 4/4 x 3 FIBER CEMENT TRIM SEALANT W/ BACKER ROD,TYP. 4/4 X 4" F.C. TRIM EF4a 12 6 W.R.B. OVER EXTERIOR SHEATHING VENT SPACE BAFFLE SCHEDULED INSULATION AT CONDITIONED BUILDINGS R1 SEALANT 2 ' - 0 " ROOF TRUSSES RE: STRUCTURAL LAP ROOF UNDERLAYMENT OVER ICE DAM PROTECTION INSTALLED AS REQUIRED BY CODE PRE-FINISHED GALV. MTL. EDGE FLASHING PRE-FINISHED ALUM. GUTTER COMPOSITION SHINGLES ON SYNTHETIC ROOF UNDERLAYMENT ON 3/4" PLYWOOD DECKING WITH H- CLIPS MEMBRANE FLASHING RETURNED OVER FASCIA © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:30 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD8.1.1 ROOF DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3" = 1'-0"3 RIDGE VENT DETAIL @ SHINGLE ROOF SCALE: 1 1/2" = 1'-0"7 ATTIC ACCESS - DOOR ( ELEVATION ) SCALE: 1 1/2" = 1'-0"8 ATTIC ACCESS DOOR AT ROOF CLG. (1HR) SCALE: 1" = 1'-0"9 ATTIC RATED DOOR SCALE: 1 1/2" = 1'-0"2 EAVE OVERHANG AT SIDING SCALE: 1 1/2" = 1'-0"1 EAVE OVERHANG AT SIDING SCALE: 1 1/2" = 1'-0"10 ATTIC ACCESS DOOR AT ROOF CLG. (2HR) SCALE: 1 1/2" = 1'-0"4 EAVE OVERHANG AT A/C WELL SCALE: 1 1/2" = 1'-0"5 TYPICAL EAVE OVERHANG AT SIDING SCALE: 1 1/2" = 1'-0"6 TYPICAL EAVE OVERHANG AT SIDING SCALE: 1 1/2" = 1'-0"11 ROOF OVERHANG DETAIL 1 1 1 03/13/2026 OWNER REVISIONS 3"WOOD FRAMING RE: STRUCTURAL SCHEDULED SHEATHING RE: STRUCTURAL SEAL ALL PENETRATIONS LINESET RE: MECHANICAL FULLY ADHERED TPO MEMBRANE VENT COVER, TYPICAL WRAP PIPE PENETRATION W/ SELF-ADHERED FLASHING. LAP ALL FLASHING AS INDICATED ELECTRICAL JUNCTION BOX (TYP.) FULLY ADHERED T.P.O. MEMBRANE PER ASSEMBLY SLOPE R2 ROOFTOP CONDENSER UNIT, TYP. ROOF TRUSS FRAMING RE: STRUCTURAL TPO 18" CURB FLASHING OR MEMBRANE WELDED SPLICE TPO MEMBRANE SEAM PLATE TPO BONDING ADHESIVE BEYOND OSEAM PLATETPO MEMBRANEMUST EXTEND 1/2"ABOVE FINISHED ROOFPOSITION SEAMPLATE 1/2" MIN.SCHEDULED INSULATION SCHEDULED INSULATION SUBSTRATE PLYWOOD OR EQUAL SHEATHING 2" MIN.FLASHING TAPE OVER STEP FLASHING KICKOUT FLASHING AND W.R.B. ROOF UNDERLAYMENT TURNED UP THE WALL KICKOUT FLASHING W.R.B. TO BE CONTINUOUS BEHIND THE ROOF FASCIA BOARD DRIP EDGE WEATHER RESISTANT BARRIER LAP MIN. 2" OVER COUNTERFLASHING FLASHING TAPE OVER COUNTER FLASHING AND W.R.B. TWO PIECE COUNTER FLASHING, FASTENED TOGETHER LAP COUNTER FLASHING MIN. 2" OVER STEP FLSHING AND MAINTAIN MIN. 1" ABOVE SURFACE STEP FLASHING AT EACH COURSE2"R2 10"1' - 8"10" 3' - 4" X 1'-8" DECK FLANGE PRIMARY DRAIN SECONDARY DRAIN 9 1/2" ø SLOPE 1/4" PER FOOT MIN. SLOPE 1/4" PER FOOT MIN. T.P.O. ROOF MEMBRANE, ATTACH TO DRAIN FLANGE PER MANUFACTURER'S INSTRUCTIONS WOOD TRUSSES RE: STRUCTURAL DECK CLAMP (TYP.) ROOF DRAIN PIPE (TYP.) SCHEDULED INSULATION 5 1/4"9 1/2" ø 1' - 1 1/2" ø 1' - 1 1/2" ø ø DRAIN ø DRAIN 8" MIN. CURB DIMENSIONTPO ROOF MEMBRANE FULLY ADHERED TPO MEMBRANE ADHERED TO WALL WITH APPROVED MEMBRANE ADHESIVE CONT. SEALANT PLYWOOD DECKING ON WOOD FRAMING, RE: STRUCTURAL THRESHOLD HM DOOR AND FRAME AS SCHEDULED 2X8 JOIST RE: STRUCTURAL 2X8 LEDGER ATTACHED TO ROOF TRUSS RE: STRUCTURAL ROOF TRUSS R2 2x FRAMING RE: STRUCTURAL TPO ROOF MEMRANE UP AND OVER CURB GALV. METAL FASTENERS PRE-FINISH GALV. FLASHING SET IN BED OF SEALANT RETURN FLEXIBLE MEMBRANE PAN FLASHING UP AT JAMBS, MIN. 6" HM DOOR AND FRAME AS SCHEDULED PREFINISHED METAL HEAD FLASHING STRIPPED TO THE T.P.O. MEMBRANE PER MANUFACTURER 4 3/4" FRAME FULLY ADHERED TPO MEMBRANE RETURNED INTO THE RO 3/8" SHIM AND SEALANT 2X WOOD HEADER, RE: STRUCT. DWGS. TPO MEMBRANE ADHESIVE SCHEDULED INSULATION PRIMARY SEAL BACKER ROD AND SEALANT JOINT TPO TAPE, HEAT WELD A/C CONDENSER RE: MECH. 6X4 PRESSURE TREATED WOOD SLEEPERSRE: MECH.VERIFYMIN.2' - 0"RE: MECH.VERIFYRE: MECH. VERIFY MIN. 2' - 0" RE: MECH. VERIFY MIN. 2' - 0" RE: MECH. VERIFY MIN. 2' - 0" RE: MECH. VERIFY ALUMNUM QUICK SLINGS RE: MECH. CLEARANCE PER MECH. LATERAL SUPPORT RE: MECH. VERIFY 2' - 0" RE: MECH. VERIFY 6X4 PRESSURE TREATED WOOD SLEEPERS (TYP.) ALUMINUM QUICK SLINGS RE: MECH. A/C CONDESER UNIT RE: MECH. LATERAL SUPPORT RE: ENLARGED PLAN SCHEDULED INSULATION ROOF DECKING (3/4") TPO OVER COVERBOARD OVER RIGID INSULATION ROOF PROTECTION © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:33 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD8.1.2 ROOF DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1 1/2" = 1'-0"2 ROOF DETAIL AT LINE-SET WALL SCALE: 3/4" = 1'-0"1 ROOF TO SIDEWALL SCALE: 1 1/2" = 1'-0"5 PRIMARY / SECONDARY ROOF DRAINS SCALE: 3" = 1'-0"4 ROOF PLATFORM DOOR SILL SCALE: 1/4" = 1'-0"3 ROOF CONDENSER TYPICAL LAYOUT SCALE: 3/4" = 1'-0"6 ROOF CONDENSER TYPICAL SECTION 1 1 03/13/2026 OWNER REVISIONS 4" SPHERE SHOULD NOT PASS THROUGH TYPICAL FIN. FLOOR T.O. DECK 3/4" X 3/4" PICKETS AT 4" O.C. MAX. 2" X 1" MIDDLE CHANNEL 3" TOP RAIL 2" X 1" BOTTOM CHANNEL TYP. 3" X 3" BOTTOM RAIL 2 1/2"1 1/2"42" A.F.F.3' - 10"7' - 5 1/2" AT FACE MOUNTED LOCATIONS [FIELD VERIFY] NOTE: REFER TO BUILDING ELEVATIONS FOR LOCATIONS, CONFIGURATION AND EXTERIOR FINISH 4" MAX. 2" X 2" POSTS, TYPICAL 3/4" 4 AD8.2.1 3 AD8.2.1 2 AD8.2.1 3/4" 2" 3' - 6"3' - 6" 2" 3/4" X 3/4" PICKETS AT 4" O.C. MAX. 4" SPHERE SHOULD NOT PASS THROUGH TYPICAL 2" X 2" POSTS (TYP) 7' - 5 1/2" AT TYPICAL LOCATION [FIELD VERIFY] NOTE: REFER TO BUILDING ELEVATIONS FOR LOCATIONS, CONFIGURATION AND EXTERIOR FINISH RE: STRUCTURAL 2X6 STUDS4" SPHERE SHOULD NOT PASS THROUGH FIN. FLOOR T.O. DECK 10"3"2"1"3" 1" MIN. WALL ASSEMBLY FLOOR / CEILING ASSEMBLY 3/4" X 3/4" PICKETS BEYOND AT 4" O.C. MAX. 2" X 2" POSTS, TYPICAL FIELD DRILL 7/16" HOLES IN POST FOR A325 BOLTS 3/8" X 2 1/2" 2" X 1" BOTTOM CHANNEL 3" X 3" BOTTOM RAIL EDGE OF EXTERIOR VENEER SCHEDULED DOOR SYSTEM (2) LAG BOLTS 1/2" NOTCH STUDS TO ALLOW FOR KNIFE PLATE & BOLT THICKNESS 1/4" X 3" STEEL PLATE W/ (2) 9/16 HOLES FOR 1/2" LAG BOLTS W/ (1) 7/16" HOLE FOR 3/8" A325 BOLT3"8"3"1" MIN. 4" SPHERE SHOULD NOT PASS THROUGH EDGE OF FIBER CEMENT VENEER 3" TOP RAIL 2" X 1" MIDDLE CHANNEL FIELD DRILL 7/16" HOLES ON POST FOR A325 BOLTS 3/8" X 2 1/2" 2" X 2" POSTS TYPICAL 3/4" X 3/4" PICKETS BEYOND AT 4" O.C. MAX. 2X 6 WOOD FRAMING BEYOND RE: STRUCTURAL * SCHEDULED DOOR SYSTEM 1/4" X 3" STEEL PLATE W/ (2) 9/16" HOLES FOR 1/2" LAG BOLTS W (1) 7/16" HOLE FOR 3/8" A325 BOLT. (2) LAG BOLTS 1/2" NOTCH STUDS TO ALLOW FOR KNIFE PLATE & BOLT THICKNESS FIN. FLOOR T.O. DECK 3"10"2' - 4"8"42" A.F.F.1 1/2"2 1/2"5 1/2" SCHEDULED DOOR SYSTEM 1/4" THICK ANGLE PLATES ATTACHED TO WALL BEYOND RE: STRUCTURAL 2X6 WALL ASSEMBLY BEYOND FLOOR/ CEILING ASSEMBLY3' - 10"AD8.2.1 6 AD8.2.1 5 5 1/2"10"2' - 4"8"3' - 10"FIN. FLOOR T.O. DECK 42" A.F.F.1 1/2"2 1/2"SCHEDULED DOOR SYSTEM 1/4" THICK ANGLE PLATES ATTACHED TO WALL BEYOND RE: STRUCTURAL 2 X 6 WALL ASSEMBLY BEYOND FLOOR/ CEILING ASSEMBLYAD8.2.1 5 AD8.2.1 6 3" 3 1/4" 3 1/2"1" MIN.ALUMINUM RAILING SYSTEM W/ PICKETS AT 4" O.C. MAX MIN. 3/8" JOINT WITH BACKER ROD & SEALANT AROUND STEEL PLATE SELF-ADHERED RUBBERIZED ASPHALT FLASHING AROUND STEEL PLATE. W.R.B. AND FLEXIBLE FLASHING PER FLASHING DETAILS BACKER ROD & SEALANT 5/4 X 4 FIBER CEMENT TRIM BOARD 2X6 WOOD FRAMING RE: STRUCTURAL BACKER ROD & SEALANT CONTINUOUS SEALANT CORNER BEAD SLIDING GLASS DOOR AS SCHEDULED 2 LAG BOLT ATTACHMENT (TOP AND BOTTOM) RE: STRUC. FOR SIZES NOTCH STUDS TO ALLOW FOR PLATE AND LAG BOLT THICKNESS (2) 1/4" THK. STEEL KNIFE PLATES W/ NUT WELDED TO PLATE. RE: STRUC. W1.1EF2 W1.1EF4 3"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:36 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD8.2.1 R&J GUARDRAIL DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/2" = 1'-0"1 ENLARGED R&J ELEVATION SCALE: 1/2" = 1'-0"2 ENLARGED R&J PLAN SCALE: 3" = 1'-0"5 RAILING KNIFE PLATE ATT. (BOTTOM) SCALE: 3" = 1'-0"6 R&J GUARDRAIL ATTACHMENT TOP SCALE: 3/4" = 1'-0"3 JULIET RAILING SECTION (F.C. PANEL) SCALE: 3/4" = 1'-0"4 JULIET RAILING SECTION (F.C. SIDING) SCALE: 3" = 1'-0"7 RAILING CONNECTION @ FIBER CEMENT FINISHED ISLAND BACK PANEL FINISHED ISLAND END PANEL BEYOND BASE CABINET W/ FINISHED ENDS SCHEDULED COUNTERTOP FINISHED ADJUSTABLE SHELVING 1' - 1" 2' - 9" 1' - 8"(AT G-2 UNITS)2' - 10"4"TOE KICK DRYER 38" MIN.4' - 10"WATER HEATER PROVIDE DRAIN PAN W/MIN. 1" DRAIN LINE TO TERMINATE OUTSIDE OF BUILDING 3' - 2"3' - 8"WASHER RECESSED CONNECTION BOX 38" MIN. A B SCHEDULED DOOR SCHEDULED DOOR F1 F1 AD9.1.1 10 AD9.1.1 10 1' - 6"4' - 9"WIRE SHELF BASE CABINET W/ FINISHED ENDS SCHEDULED COUNTERTOP 1' - 1" TOE KICK FINISHED ADJUSTABLE SHELVING FINISHED ISLAND BACK PANEL 4"FINISHED ISLAND END PANEL BEYOND 2' - 9" 1' - 8"3' - 0"SINK CENTERLINE FAUCET CENTERLINE 1 1/2" DIA. DISPOSAL AIR SWITCH NOT REQUIRED AT G2 UNITS D.W BELOW 3/16"GRANITE OVERHANG UNDERMOUNT SINK GRANITE COUNTERTOP VERIFY W/ APPROVED SINK DIM. EQ EQ 4"VERIFY W/ APPROVED SINK DIM.6 1/8"3/16"3/16"CL ø 0' - 1 1/2"CLCL ø 0' - 1 1/2" 5 1/2"3 3/8"PROVIDE CAULKING AT PERIMETER OF UNDERMOUNT REFRIGERATOR AS SPEC'D BY OWNER CABINET ABOVE 2X4 WALLCLR. PANEL TO PANEL3' - 2"2' - 6 1/2"3' - 4"2X6 WALLFINISHED END PANEL (TYP.) 6 AD9.1.1 WALL CABINET ABOVE BASE CABINET BELOW 1" 2' - 1" FILLER AT UPPER CABINET 8' - 0"END PANEL GYP. BOARD. 2X4 FRAMED WOOD STUD WALL 2X4 WOOD STUD WALL 2' - 0"6' - 0"REFRIGERATOR AS SPEC'D BY OWNER UPPER CABINET BEYOND3' - 0"(2'-2" AT G-2 UNITS)2' - 0"COUNTER TOP & BASE CABINET BEYOND3'-0" (2'-10" AT G-2 UNITS)1'-0" DEEP CABINET PER MANUFACTURER 5 1/2"6'-2" FROM TOP OF CONC./FLOOR DECKINGVOID SPACE BEHIND CABINET INSULATION AT CORRIDOR OR TENANT SEPARATION WALLS ALIGN CABINET WITH END PANEL STRUCTURE RE: MECH. FOR R/A LOUVER OVER DOOR HEADER BEAM RE: STRUCTURAL DOOR AS SCHEDULED 1/4" CEMENT BOARD (ALT. FIBER GLASS DUCT BOARD) STRUCTURE 2X4 BLOCKING AS REQUIRED TO HANG HVAC. VERTICAL HVAC VERIFY WITH MANUF. DWGS.W.H.LOWBOY WATER HEATER W/PAN ELASTOMERIC INSULATION ADHERED TO SHELF DOOR JAMB DRYER WASHER LEVEL 1 REFER TO MEP DWG'S FOR SIZE OF DUCTS DRYER WASHER LEVEL 2 & 3 REFER TO MEP DWG'S FOR SIZE OF DUCTS DRYER EXHAUST DUCT. (RE: MEP DWG'S FOR SIZE AND ROUTING)ROUTING FOR LVL 1 AND 2ROUTING FOR LVL 3 AND 4DRYER WASHER LEVEL 4 REFER TO MEP DWG'S FOR SIZE OF DUCTS PLAN ONE LAYER 5/8" F.C. GYP. BD. BOTH SIDES OF ONE-HOUR RATED WALL BATT INSULATION AT ALL CORRIDOR OR TENANT SEPARATION WALLS 2x NAILER RECESSED WASHER CONNECTION BOX ONE LAYER 5/8" F.C. GYP. BD. AT TOP, BOTTOM AND SIDES OF RECESS ONE LAYER 5/8" F.C. GYP. BD. BOTH SIDES OF ONE- HOUR RATED WALL 2x BLOCKING (1X BLOCKING MAY BE NECESSARY IF LOCATED IN 2X4 STUD WALL) RECESSED WASHER CONNECTION BOX SECTION SIMILAR AT RECESSED ICE MAKER SUPPLY BOX IN RATED WALLS ONE LAYER 5/8" F.C. GYP. BD. AT TOP, BOTTOM, AND SIDES OF RECESS A B HANGER DETAIL HANGER DETAIL DBL. NUT W/ 2" WASHER 1/4" x 3" SQ. STL PLATE (2) 2x6 BEAM WOOD TRUSS 2x4 WOOD LEDGER #26 MSG FURRING CHANNEL 5/8" F.C. GYP BD. THREADED ROD COVER 3/4" CD PLYWOOD WITH EDGE BAND 5/8" F.C. GYP. BD. NUT W/ 2" WASHER 1x6 TRIM 3/8" ALL THREADED ROD © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:39 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD9.1.1 INTERIOR KITCHEN AND LAUNDRY DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1" = 1'-0"2 MOVABLE ISLAND -SECTION (G-2) SCALE: 1" = 1'-0"7 WATER HEATER - HANGER DETAIL SCALE: 1" = 1'-0"1 MOVABLE ISLAND - SECTION SCALE: 1 1/2" = 1'-0"3 TYPICAL KITCHEN SINK SCALE: 1" = 1'-0"5 REFRIGERATOR PLAN SCALE: 1 1/2" = 1'-0"6 REFRIGERATOR SECTION - TYPICAL SCALE: 1" = 1'-0"8 HVAC/WH CLOSET SECTION SCALE: 3/4" = 1'-0"9 SECTION @ DRYER EXHAUST SCALE: 1 1/2" = 1'-0"4 RECESSED VALVE BOX - PLAN & SECTION SCALE: 1 1/2" = 1'-0"10 WATER HEATER - HANGER DETAIL TILE OVER 5/8" GLASS-MATTE FACED WATER RESISTANT GYPSUM BACKER BOARD EXTEND RATED WALL ASSEMBLY PAST BATHTUB SEALANT AT TUB PERIMETER BATH TUB MANUFACTURER RECOMMENDED BED OF GYP. PLASTER OR CEMENT MORTAR AD9.1.2 7 TILE OVER 5/8" GLASS-MATTE FACED WATER RESISTANT GYPSUM BACKER BOARD EXTEND NON RATED WALL ASSEMBLY PAST BATHTUB SEALANT AT TUB PERIMETER BATH TUB MANUFACTURER RECOMMENDED BED OF GYP. PLASTER OR CEMENT MORTAR AD9.1.2 3 7' - 6"4 1/2" 5' - 0 1/4" SEE PLANS TUB HEIGHTTUB HEIGHT4"8"SCHEDULED SHOWER ROD AT 7'-0" TYP. SCHEDULED TILE; REFER TO OWNERS FINISH SELECTIONS TILE TERMINATION IN ALIGNMENT W/ EDGE OF TUB SIDE FRONTTO SHOWER TOP SPOUT HEIGHT7' - 0"SEE PLANS SCHEDULED BASE AD9.1.2 2 AD9.1.2 6 A-A B-B 7' - 6"RE: UNIT PLANSDIM VARIES5' - 1 1/2" B BA AINSULATION AT RATED WALL PER ASSEMBLY SCHEDULED STUD WALL ONE LAYER 5/8" GLASS-MATTE FACED WATER RESISTANT GYP. BACKER BOARD ABOVE TUB TILE SURROUNDFLANGE TILE SURROUND INSTALL FINISHED PAPER EDGE OF GYP. BD. AT TUB TYP. SILICONE SEALANT BATH TUB1/4"3"2X BLOCKING (IF RECOMMENDED BY MANUFACTURER) INSTALL GYP. BD. BEHIND TUB AT ALL TENANT SEPERATION WALLS TO MAINTAIN FIRE & SOUND RATING FLANGE BEHIND TILE 5/8" F.C. GYP. BOARD SCHEDULED STUD WALL ONE LAYER 5/8" GLASS-MATTE FACED WATER RESISTANT GYP. BACKER BOARD ABOVE TUB TILE SURROUND FLANGE TILE SURROUND INSTALL FINISHED PAPER EDGE OF GYP. BD. AT TUB TYP. 2X BLOCKING (IF RECOMMENDED BY MANUFACTURER) SILICONE SEALANT FLANGE BEHIND TILE BATH TUB1/4"3"1' - 0"4"3"3"2' - 10"1/4"1/2" SCHEDULED BACKSPLASH SCHEDULED FAUCET SCHEDULED COUNTERTOP MATERIAL, EASED EDGE, TYP. MILWORK CABINET PER MANUFACTURER'S SPEC AS SELECTED BY OWNER UNDERMOUNT VANITY FIRE STOPPING AT RATED WALLS: REFER TO SHEET AD1.3.5 1' - 9" FINISHED FLOOR RE: PLANSRE: PLANS RE: PLANS TEMPERED GLASS SIDELITE 1" MAX. 5/8" GLASS-MATTE FACED WATER RESISTANT GYP. BACKER BOARD MOLDED RECESSED SHOWER RECEPTOR TILE SET IN MORTAR SOAP DISH 32" TEMPERED GLASS SHOWER DOOR W/FRAME RE: UNIT PLANS FOR LOCATION OF SHOWER DOOR SHOWER PAN MANUF. TO SUPPLY SHT. MTL. FLANGE AT FRONT WALL NOTE: 1. SHOWER RECEPTOR BY FLORESTONE; VERIFY WITH OWNER. 2. VERIFY FINISH FRAMING DIMENSIONS OF SHOWER WITH MOLDED SHOWER RECPTOR BASE. 5/8" GYP. BD. 30" X 48" CLEAR FLOOR SPACE TILE ON 5/8" GLASS-MATTE FACED WATER RESISTANT GYP. BACKER BOARD CAULK JOINT 1" NAILING FLANGE 5/8" GYP. BD. TO FLOOR MOLDED SHOWER RECEPTOR 2X4 STUD WALL 5/8" GLASS MATTE WATER RESISTANT GYP. BACKER BOARD CAULK NAILING FLANGE INSTALL GYP. BD. WITH FINISHED PAPER EDGE AT SHOWER RECEPTOR NOTE:VERIFY FINISH FRAMING DIMENSIONS OF SHOWER WITH MOLDED SHOWER RECEPTOR BASE. MOLDED SHOWER RECEPTOR, W/GRANULAR CUSHION UNDERNEATH 2 PIECE CLAMPING TYPE DRAIN ASSEMBLY FIRESTOPPING REFER TO SHEET AD1.3.4 AND AD1.3.5 TILE ON 5/8" GLASS-MATTE FACED WATER RESISTANT GYP. BACKER BOARD INSTALL GYP. BD. WITH FINISHED PAPER EDGE AT SHOWER RECEPTOR 1" NAILING FLANGE CONTINUOUS CAULK MOLDED SHOWER RECEPTOR, W/ GRANULAR CUSHION UNDERNEATH PAINTED GYP. BD. TEMPERED GLASS SHOWER DOOR NOTE: VERIFY FINISH FRAMING DIMENSIONS OF SHOWER WITH MOLDED SHOWER RECEPTOR BASE TWO PIECE CLAMPING TYPE DRAIN ASSEMBLY AD9.1.2 13 TUB AS SCHEDULED 2X4 WOOD BLOCKING SEALANT CERAMIC TILE OVER 5/8" TILE BACKER BOARD 5/8" F.C. GYP BD. AD9.1.2 3 TUB AS SCHEDULED 2X4 WOOD BLOCKING SEALANT CERAMIC TILE OVER 5/8" TILE BACKER BOARD 5/8" F.C. GYP BD. OVER RESILIENT CHANNELUNITCORRIDOR AD9.1.2 15 5/8" F.C. GYP. BOARD TUB SURROUND FINISH TUB AS SCHEDULEDTUB AS SCHEDULED LAYER OF GYP.BD. SHALL BE 5/8" TILE BACKER BOARD 2X4 BLOCKING UNIT UNIT 5/8" F.C. GYP. BOARD BATH TUB INSTALL FINISHED PAPER EDGE OF GYP. BD. AT TUB (TYP.) 2ND LAYER 5/8" GOLD BOND EXP INTERIOR EXTREME, TYPE-C, BACKER BOARD SCHEDULED STUD WALL MOLD RESISTANT CAULK 2X4 WOOD BLOCKING CERAMIC TILE OVER 5/8" TILE BACKER BOARD 5/8" F.C. GYPSUM BOARD OVER 1/2" RESILIENT CHANNEL 5/8" F.C. GYP. BOARD CONTINUOUS SILICONE SEALANT AT PERIMETER THIN SET TILE TILE ADHESIVE BASE TRIM MOLDED SHOWER RECEPTOR, WITH GRANULAR CUSHION UNDERNEATH TEMPERED GLASS DOOR FINISHED WALL BEYOND © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:43 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD9.1.2 INTERIOR BATH DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1 1/2" = 1'-0"6 BATH TUB - AT RATED WALL ONLY SCALE: 1 1/2" = 1'-0"2 BATH TUB - NON RATED WALL - TYPICAL SCALE: 3/8" = 1'-0"5 TYPICAL BATHTUB WITH SHOWER ELEV. SCALE: 1" = 1'-0"1 BATHTUB WITH SHOWER SCALE: 3" = 1'-0"7 BATH TUB AT TILE FLANGE - RATED WALL SCALE: 3" = 1'-0"3 BATHTUB AT TILE FLANGE - NR WALL SCALE: 1 1/2" = 1'-0"14 BASE CABINET VANITY DETAIL - TYP. SCALE: 1" = 1'-0"9 SHOWER PLAN DETAIL SCALE: 1 1/2" = 1'-0"10 SHOWER RECEPTOR SECT. SCALE: 1 1/2" = 1'-0"11 SHOWER RECEPTOR SECT. SCALE: 1 1/2" = 1'-0"4 TUB @ NON RATED WALL SCALE: 1 1/2" = 1'-0"8 TUB @ RATED WALL SCALE: 1 1/2" = 1'-0"12 TUBS @ SEPARATION WALL SCALE: 3" = 1'-0"15 TYP. TUB SURROUND @1-HR RATED WALL SCALE: 3" = 1'-0"13 SHOWER PAN TILE FRONT TO TOP OF DOOR4' - 0"1' - 0"2' - 3"FIN. FLOOR CONTINUOUS SEALANT JOINT AROUND CABINET ROLLED EDGED SEMI-RECESSED, FIRE RATED FIRE EXTINGUISHER CABINET. VERIFY MANUF. WITH OWNER SCHEDULED BASE 5" 3 3/4"4' - 0"2' - 2 1/8"4" MAX 1 1/8" CORRIDOR UNIT NOTE: FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET MAX. TRAVEL DISTANCE FROM ALL POINTS IN THE BUILDING. REFER TO LIFESAFETY PLANS FOR SUGGESTED LOCATIONS SEMI-RECESSED, FIRE RATED FIRE EXTINGUISHER CABINET. VERIFY MANUF. WITH OWNER CONTINUOUS SEALANT JOINT AROUND CABINET SCHEDULED BASE SILL PLATE R-19 BATT INSULATION VARIES 4 MDF SHELVES SCHEDULED BASE FIN. FLOOR 1' - 6"1' - 4"1' - 4"1' - 4"1' - 2"6' - 8"15" MAX. 1' - 0" VARIES 6' - 8"SCHEDULED BASE FIN. FLOOR4' - 0"WIRE SHELVES COATS 1 R/1S EQ RE: FLOOR PLAN SCHEDULED BASE FIN. FLOOR 1' - 10"1' - 6"1' - 8"1' - 8"4 SHELVES (MDF) EQ 6' - 8"3' - 4"3' - 4"VARIESSCHEDULED BASE WIRE SHELF FIN. FLOOR 1' - 2 3/4"VARIES 2"6' - 8"4'-0" MAX. EQ. 4'-0" MAX. EQ.3' - 4"3' - 4"VARIESSCHEDULED BASE FIN. FLOOR WIRE SHELVES 6' - 8"VARIES SCHEDULED BASE FIN. FLOOR 4 WIRE SHELVES 7' - 0" WIRE SHELF W/ROD 1' - 8"1' - 8"1' - 6"1' - 10"6' - 8"6"6"6"6"PROJ.4" MAX.FIRE RATED EXTINGUISHER CABINET CORRIDOR UNIT 1 HOUR WALL NOTE: FIRE EXTINGUISHER MUST BE LOCATED WITHIN 75' TRAVEL DISTANCE FROM ALL POINTS IN THE BUILDING AS PER TABLE 906.3(1) OF 2021 INTL. FIRECODE. REFER TO BUILDING PLANS FOR SUGGESTED LOCATIONS. RE: BUILDING PLANS FOR LOCATIONS ONE LAYER 5/8" F.C. EXTERIOR GRADE GYPSUM BOARD ON 1/2" RESILIENT CHANNELS 2R/2S 1R/2S 4S VARIES VARIES1' - 11 1/4"VARIES1 3/4"1' - 1"1' - 2"VARIES 1' - 1" 2 WIRE SHELF W/1ROD 4 WIRE SHELVES 2 WIRE SHELVES W/2 ROD EQ EQ EQ6"6" 1/4" EASED EDGE BASE, AS SCHEDULED 2X BASE PLATE SCHEDULED FLOOR CORRIDOR UNIT W3.1a 1/4"3/4" 5/8" F.C. GYP. BOARD OVER RESILIENT CHANNEL WOOD HEADER RE: STRUCTURAL SCHEDULED CASING SHIM 1/4" EASED EDGE SCHEDULED DOOR & FRAME R-19 BATT INSULATION 2x STUDS 5/8" F.C. GYP. BD. WOOD HEADER RE: STRUCTURAL SCHEDULED DOOR CASING, VERIFY WITH OWNER SHIM 1/4" EASED EDGE SIDE JAMB & STOP SCHEDULED DOOR SCHEDULED DOOR TRIM 2X6 FRAMING RE: STRUCTURAL 5/8" F.C. GYP. BOARD R-19 BATT INSULATION SCHEDULED DOOR AND FRAME SHIM5/8" F.C. GYP. BOARD OVER RESILIENT CHANNEL 1/8"5/8"SCHEDULED FLOORING PER OWNER'S SELECTION SCHEDULED THRESHOLD AT 2X6 WALL W/FURRING CHANNELS (MATCH DEPTH OF ENTRY JAMB) 7 1/4"1/4"3/8"3/4"1/2"1/8"SCHEDULED FLOOR FINISH 0000 6" X 12" ENTRY PLAQUE, SURFACE MOUNT, 'CENTERED'9' - 0"6' - 8"3' - 0" 5' - 4"4' - 0"1" X 6" BASE BOARD 1' - 4" SCHEDULED PAINT ON WALL RE: INTERIOR DESIGN 1" X 4" MDF TRIM RE: INTERIOR DESIGN 2' - 0"3/4"(TO CENTER LINE OF SIGN)60" A.F.F.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/2026As indicated 3/17/2026 9:41:47 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AD9.1.3 INTERIOR MISC. DETAILS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 3/4" = 1'-0"3 FIRE EXTINGUISHER CABINET ELEVATION SCALE: 3/4" = 1'-0"2 FIRE EXTINGUISHER CABINET SECTION SCALE: 1/2" = 1'-0"11 PANTRY CLOSET - 4 SHELVES SCALE: 1/2" = 1'-0"10 ELEVATION - 1 ROD/2 SHELVES SCALE: 1/2" = 1'-0"6 ELEVATION - COATS W/ 1R/1S & 4 SHELVES SCALE: 1/2" = 1'-0"9 ELEVATION - TYPICAL 1 ROD/2 SHELVES SCALE: 1/2" = 1'-0"5 ELEVATION - TYPICAL 2 ROD/2 SHELVES SCALE: 1/2" = 1'-0"7 ELEVATION - 1 ROD/1 SHELF/ 4 SHELVES SCALE: 1 1/2" = 1'-0"4 TYPICAL FIRE EXTINGUISHER SCALE: 1/2" = 1'-0"12 TYPICAL W.I.C. WIRE SHELVING SCALE: 3" = 1'-0"13 TYPICAL WALL BASE SCALE: 3" = 1'-0"14 UNIT ENTRY HEADER SCALE: 3" = 1'-0"15 DOOR HEADER - UNIT INTERIOR SCALE: 3" = 1'-0"16 UNIT ENTRY DOOR JAMB SCALE: 6" = 1'-0"8 TYPICAL UNIT ENTRY THRESHOLD SCALE: 1/2" = 1'-0"1 UNIT ENTRY ELEVATION A 01/26/2026 PERMIT REVISIONS 1 AG1.1.2 3 AG1.1.2 2 AG1.1.2 4 AG1.1.2 17' - 8"2' - 4"11' - 8"11' - 4"11' - 4"11' - 4"11' - 4"11' - 4" G1G1G1G1G1G120' - 0"68' - 4" 5' - 10"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10" W4.1a W4.1a W4.1a W4.1a W4.1a 1 HR RATED ATTIC ACCESS (LOCKED) D.S.D.S. D.S. D.S. W1.1 4' - 7"8' - 2"W1.1 W1.1 W1.1 3/4"3 1/2"3/4"3/4"3 1/2"3/4"VARIES 3/4"3 1/2"3/4"3/4"3 1/2"3/4"3/4"3 1/2"3/4"3/4"3 1/2"3/4"D.S.D.S. D.S.D.S. VARIESVARIES SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"VARIES VARIES VARIES VARIES AD4.1.1 8 AD4.1.1 8 AD4.1.1 8 AD4.1.1 8 1 AG1.1.2 3 AG1.1.2 2 AG1.1.2 4 AG1.1.2 4:124:124:12 4:12 20' - 0" RIDGE VENT 5' - 6" SOFFIT VENT 5' - 6" SOFFIT VENT 5' - 6" SOFFIT VENT 5' - 6" SOFFIT VENT 1 HR RATED ATTIC ACCESS (LOCKED) D.S.D.S.D.S.D.S. D.S.D.S.D.S.D.S.20' - 0"68' - 4" 3 1/2"1' - 0 1/2" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2"3 1/2"8"3 1/2" 11' - 1"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2" 3 1/2"2' - 4"17' - 2 1/2"5 1/2"3 1/2"3 1/2"VARIES 3 1/2"3 1/2"3 1/2"3 1/2"VARIESVARIES SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"VARIES VARIES VARIES VARIES © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:41:51 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AG1.1.1 GARAGES A & H PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026GARAGE PLAN LEGEND: FACE OF STUD FACE OF MASONRY FACE OF CONCRETE F.O.S. F.O.M. F.O.C. INDICATES SCHEDULED PARTITION TYPE FIRE EXTINGUISHER (WALL MOUNTED)F.E. TENANT STORAGET.S. BOLLARDB. STANDPIPE MASONARY OPENINGM.O. S.P. COMPACT PACKING SPACEC FLOOR DRAINF.D. W.S. PRECAST CONC. WHEEL STOP ANCHOR TO CONC SLAB WX D.S. DOWN SPOUT 2X6 STUD WALLS CONCRETE SLAB SLOPED FLOOR ELEVATION MARK BRICK LEDGE SLAB RECESS SCALE: 1/4" = 1'-0"1 GARAGES A & H (6 CAR) FLOOR PLAN SCALE: 1/4" = 1'-0"3 GARAGES A & H (6 CAR) ROOF PLAN LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H GARAGE SITE PLAN NOTES: 1. REFER TO CIVIL ENGINEER DRAWINGS FOR SITE DIMENSIONS, DRAINAGE, EASEMENTS, PROPERTY LINES AND SETBACKS. 2. REFER TO LANDSCAPE ARCHITECT DRAWINGS FOR LANDSCAPING, SIDEWALKS, SPOT ELEVATIONS AND FINAL GRADES. 3. REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR ALL TRANSFORMER LOCATIONS AND REQUIRED CLEARANCES. 4. SLOPE ALL GRADING, CONCRETE WALKS & ENTRANCES AWAY FROM EXTERIOR WALLS. SIDEWALKS SHALL NOT HAVE A RUN SLOPE GREATER THAN 5% NOR A CROSS SLOPE GREATER THAN 2% CHANGES IN LEVEL BETWEEN 1/4" & 1/2" HIGH SHALL BE BEVELLED WITH A SLOPE NOT STEEPER THAN 1:2 5. ALL ACCESSIBLE ROUTES, ENTRANCES AND EXITS SHALL BE IN ACCORDANCE TO ANSI, ADA AND TAS CRITERIA. 6. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATIONS, PLAN, AND TYPICAL DETAILS. 7. REFER LANDSCAPE DRAWINGS FOR POOL & COURTYARD LAYOUT, PLANTING, RETAINING WALLS, PAVING, ETC. 8. DIMENSIONS AND FINISH FLOOR ELEVATIONS ARE FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR EXACT BOUNDARY, DIMENSION CONTROL AND F.F.E. CONTROL ELEVATIONS. 9. PROVIDE HANDICAP PARKING STALLS, ACCESSIBLE SIDEWALKS, SIGNAGE AND CURBS IN ACCORDANCE WITH ANSI, ADA AND TAS ACCESSIBILITY STANDARDS. 10. DOWNSPOUTS TO BE CONNECTED TO THE BELOW GRADE DRAINAGE ROOF PLAN LEGEND ROOF DRAIN PRIMARY / SECONDARY RE: DETAIL 5/AD8.1.2 CONTINUOUS GUTTER (5"X5" TYP.) DOWNSPOUT (5"X5" AT APARTMENT) (3"X4" AT GARAGE & CLUB) MIN. 22" X 30" 1 HR. RATED ATTIC ACCESS HATCH 30" WIDE ROOF TRAFFIC PADS CRICKET (SLOPE, ACHIEVED W/ RIGID INSULATION)1'-6"D.S. 1'-6" F.O.S. ROOF PLAN NOTES ATTIC VENTILATION REQUIREMENTS: 1. REQUIRED VENTILATION = 1/300 2. 50% OF VENTS SHALL BE PROVIDED IN UPPER 1/3 (MIN.) OF THE TOTAL SPACE TO BE VENTILATED. 3. SOFFIT VENTS BASED ON 4" SOFFIT VENT, WHICH HAS A NET FREE VENT AREA OF 16 SQ. IN. PER LINEAR FOOT. 4. RIDGE VENTS SHALL HAVE A MIN. NET FREE VENT AREA OF 18 SQ. IN. PER LINEAR FOOT. 5. GRAVITY VENTS HAVE A MIN. NET FREE AREA OF 60 SQ. IN. BASIS OF DESIGN - MASTER FLOW SSB960 METAL SLANT BACK LOUVER SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN TO GUTTER AND DOWNSPOUTS PER PLANS. 2. ALL DOWNSPOUTS SHALL BE ROUTED TO STORM (RE: MEP AND CIVIL DRAWINGS) 3. ALL DOWNSPOUTS SHALL BE PLACED IN APPROXIMATE LOCATION AS SHOWN ON PLANS. 4. ALL ROOF SLOPES ARE TO BE 6/12 U.N.O. ON PLANS. 5. ROOF OVERHANGS ARE 1'-6" U.N.O. ON PLANS. 6. PROVIDE CONCEALED METAL WALL FLASHING AT ALL AREAS WHERE ROOF MEETS VERTICAL WALL WITH A MINIMUM 8 INCH VERTICAL LEG. 7. PROVIDE VALLEY FLASHING AND METAL DRIP PER MANUFACTURER'S INSTALLATION DIRECTION AND SPECIFICATION. 8. ROOF VENTILATION REQUIREMENTS SHALL COMPLY WITH 2021 IBC SECTION 1203.2 ATTIC SPACES. LOW SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN INTO ROOF DRAINS PER PLANS. 2. ALL LOW SLOPE ROOFS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT U.N.O. 3. ALL CRICKETS SLOPES SHALL BE 1/4" PER FOOT MINIMUM U.N.O. 4. REFER TO M.E.P. DRAWINGS FOR EQUIPMENT. 5. PROVIDE WALKING SURFACES AROUND EQUIPMENT IN ACCORDANCE TO ROOFING MEMBRANE MANUFACTURER'S RECOMMENDATION. REFER TO PLANS FOR LOCATIONS.0'-6"F.O.S. P S TYPICAL ROOF OVERHANG, U.N.O. TYPICAL GABLE OVERHANG, U.N.O. RIDGE VENTS GRAVITY VENT A/C CONDENSERS ON ROOF RACKS (RE: MEP DWG'S) SOLAR READY ZONE 0'2'4' 8' 1/4 inch = 1 foot SCALE: 1/4" = 1'-0"2 GARAGE A & H (6 CAR) SLAB PLAN AREA UNDER ROOF TOTAL VENTING REQUIRED UPPER VENT TYPE SPECIFIED RIDGE ROOF VENT GRAVITY ROOF VENT TOTAL UPPER VENTILATION PROVIDED LOWER VENT TYPE SPECIFIED CONTINUOUS SOFFIT VENT GRAVITY ROOF OF VENTS TOTAL LOWER VENTILATION PROVIDED TOTAL VENTILATION PROVIDED UPPER VENTING REQUIRED LOWER VENTING REQUIRED 657 SQ. IN. 0 SQ. IN. 360 SQ. IN. 360 SQ. IN. 352 SQ. IN. 0 SQ. IN. 352 SQ. IN. 712 SQ. IN. 328.5 SQ. IN. 328.5 SQ. IN. 6 CAR GARAGE -VENTING REQUIREMENT 1367 SQ. FT. 20 LF 0 EA. 22 LF 0 EA. @ 18 SQ. IN. = @ 60 SQ. IN. = @ 16 SQ. IN. = @ 60 SQ. IN. = LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"EF2a E8 E10 G1G1G1G1G1G1 5' - 6"E14 E13E5 12 4 12 44:12 4:12 E21 1 AD2.3.1 G.S.G.S.G.S. LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"EF2aE10 E14 E13E5 12 4 12 44:12 4:12 E14 3 AD2.3.1 LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"E10 EF2a E14 E13E5 12 4 12 4 4:12 3 AD2.3.1 LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"E10 EF2a E14 E13E5 12 4 12 4 4:12 3 AD2.3.1 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:41:56 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AG1.1.2 GARAGES A & H ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/4" = 1'-0"1 GARAGES A & H (6 CAR) - FRONT ELEVATION SCALE: 1/4" = 1'-0"2 GARAGES A & H (6 CAR) - REAR ELEVATION SCALE: 1/4" = 1'-0"4 GARAGES A & H (6 CAR) - LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0"3 GARAGES A & H (6 CAR) - RIGHT SIDE ELEVATION EXTERIOR FINISH LEGEND KEY VALUE KEYNOTE TEXT EF2a FIBER CEMENT LAP SIDING 01 (AGED PEWTER) EXTERIOR KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E5 FIBER CEMENT TRIM COLOR: ARTIC WHITE E8 ALUMINUM GARAGE DOORS; STANDARD COLOR E10 COMPOSITION SHINGLES ROOF SYSTEM - WEATHERED WOOD E13 DOWNSPOUT - PREFINISHED E14 GUTTER - PREFINISHED E21 EXTERIOR LIGHT FIXTURE LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'2'4' 8' 1/4 inch = 1 foot FIXTURE LEGEND BUILDING WALLPACK NOTES: 1. REFER TO MEP AND OWNER'S ELECTRICAL FIXTURE SELECTION SCHEDULE FOR MORE INFORMATION REGARDING THESE ELECTRICAL AND MECHANICAL ITEMS. EW EXTERIOR SCONCE (LARGE) EXTERIOR SCONCE (SMALL) EB RECESSED LIGHT DUAL HEADED MOONLIGHTS EZ EC1 EXHAUST VENT INTAKE VENT EA UNIT EXTERIOR SCONCE (SMALL) GARAGE EXTERIOR SCONCE (SMALL) GS UB 1 AG2.1.2 4 AG2.1.2 2 AG2.1.2 3 AG2.1.2 MAINTENANCE GOLF CART BAY POOL SUPPLY CLOSET D.S. D.S. INSTALL R-30 INSULATION IN WALLS AND R-50 IN ATTIC ABOVE. D.S. D.S. 1 HR RATED ATTIC ACCESS (LOCKED) FLOOR DRAIN -3/4 " T.O.D D.S.D.S. D.S.D.S. EYE WASH STATION VARIES SHELVING VERIFY W/ OWNER SHELVING VERIFY W/ OWNER UTILITY SINK RE: PLUMBING VARIES VARIES 17' - 8"2' - 4"11' - 4"11' - 4"11' - 4"11' - 4"11' - 4"11' - 6"10' - 9 3/4"17' - 3 1/4" 96' - 3"9' - 7"10' - 5"20' - 0"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"6' - 0"5' - 4"22' - 9" 10' - 3 1/2"6' - 8"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"2' - 1"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"STACKED WASHER/DRYER FLOOR DRAIN -3/4 " T.O.D W4.1a W4.1a W4.1a W4.1a W4.1a W4.1a W4.1a W4.1a W1.1 W1.1 W1.1 G6 G4 G1 G1 G1 G1 G1 G1 G2 W1.1 VARIES VARIES VARIES VARIES VARIES AD4.1.1 8 AD4.1.1 8 AD4.1.1 8AD4.1.1 8 D.S. VARIES 1 AG2.1.2 4 AG2.1.2 2 AG2.1.2 3 AG2.1.2 7' - 0" SOFFIT VENT 12' - 6"12' - 6" RIDGE VENTRIDGE VENT 7' - 0" SOFFIT VENTSOFFIT VENT7' - 0"1 HR RATED ATTIC ACCESS (LOCKED)7' - 0"SOFFIT VENT4:124:124:124:12 D.S.D.S.D.S.D.S. D.S.D.S.D.S.D.S. F.D. T.O.D -3/4" VARIES VARIES VARIES2' - 4"17' - 2 1/2"5 1/2"3 1/2"10' - 9"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"28' - 6 1/2" 16' - 9 3/4" 5 1/2"5 1/2"19' - 1"5 1/2"20' - 0"3 1/2"8 1/2" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 5 1/2" 10" 9' - 0"17' - 9 1/2" 5 1/2"10' - 5 1/2"3' - 9"5' - 4"5 1/2"11' - 3 1/4"17' - 3 1/4"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"5 1/2"10' - 4 1/4"5 1/2" F.D. T.O.D -3/4" 96' - 3" VARIES VARIES VARIES VARIES VARIES 8"VARIES © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:42:01 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AG2.1.1 GARAGE D PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/4" = 1'-0"1 GARAGE D (6 CAR + MAINTENANCE) FLOOR PLAN SCALE: 1/4" = 1'-0"3 GARAGE D (6 CAR + MAINTENANCE) ROOF PLAN GARAGE PLAN LEGEND: FACE OF STUD FACE OF MASONRY FACE OF CONCRETE F.O.S. F.O.M. F.O.C. INDICATES SCHEDULED PARTITION TYPE FIRE EXTINGUISHER (WALL MOUNTED)F.E. TENANT STORAGET.S. BOLLARDB. STANDPIPE MASONARY OPENINGM.O. S.P. COMPACT PACKING SPACEC FLOOR DRAINF.D. W.S. PRECAST CONC. WHEEL STOP ANCHOR TO CONC SLAB WX D.S. DOWN SPOUT 2X6 STUD WALLS CONCRETE SLAB SLOPED FLOOR ELEVATION MARK BRICK LEDGE SLAB RECESS LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H GARAGE SITE PLAN NOTES: 1. REFER TO CIVIL ENGINEER DRAWINGS FOR SITE DIMENSIONS, DRAINAGE, EASEMENTS, PROPERTY LINES AND SETBACKS. 2. REFER TO LANDSCAPE ARCHITECT DRAWINGS FOR LANDSCAPING, SIDEWALKS, SPOT ELEVATIONS AND FINAL GRADES. 3. REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR ALL TRANSFORMER LOCATIONS AND REQUIRED CLEARANCES. 4. SLOPE ALL GRADING, CONCRETE WALKS & ENTRANCES AWAY FROM EXTERIOR WALLS. SIDEWALKS SHALL NOT HAVE A RUN SLOPE GREATER THAN 5% NOR A CROSS SLOPE GREATER THAN 2% CHANGES IN LEVEL BETWEEN 1/4" & 1/2" HIGH SHALL BE BEVELLED WITH A SLOPE NOT STEEPER THAN 1:2 5. ALL ACCESSIBLE ROUTES, ENTRANCES AND EXITS SHALL BE IN ACCORDANCE TO ANSI, ADA AND TAS CRITERIA. 6. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATIONS, PLAN, AND TYPICAL DETAILS. 7. REFER LANDSCAPE DRAWINGS FOR POOL & COURTYARD LAYOUT, PLANTING, RETAINING WALLS, PAVING, ETC. 8. DIMENSIONS AND FINISH FLOOR ELEVATIONS ARE FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR EXACT BOUNDARY, DIMENSION CONTROL AND F.F.E. CONTROL ELEVATIONS. 9. PROVIDE HANDICAP PARKING STALLS, ACCESSIBLE SIDEWALKS, SIGNAGE AND CURBS IN ACCORDANCE WITH ANSI, ADA AND TAS ACCESSIBILITY STANDARDS. 10. DOWNSPOUTS TO BE CONNECTED TO THE BELOW GRADE DRAINAGE ROOF PLAN LEGEND ROOF DRAIN PRIMARY / SECONDARY RE: DETAIL 5/AD8.1.2 CONTINUOUS GUTTER (5"X5" TYP.) DOWNSPOUT (5"X5" AT APARTMENT) (3"X4" AT GARAGE & CLUB) MIN. 22" X 30" 1 HR. RATED ATTIC ACCESS HATCH 30" WIDE ROOF TRAFFIC PADS CRICKET (SLOPE, ACHIEVED W/ RIGID INSULATION)1'-6"D.S. 1'-6" F.O.S. ROOF PLAN NOTES ATTIC VENTILATION REQUIREMENTS: 1. REQUIRED VENTILATION = 1/300 2. 50% OF VENTS SHALL BE PROVIDED IN UPPER 1/3 (MIN.) OF THE TOTAL SPACE TO BE VENTILATED. 3. SOFFIT VENTS BASED ON 4" SOFFIT VENT, WHICH HAS A NET FREE VENT AREA OF 16 SQ. IN. PER LINEAR FOOT. 4. RIDGE VENTS SHALL HAVE A MIN. NET FREE VENT AREA OF 18 SQ. IN. PER LINEAR FOOT. 5. GRAVITY VENTS HAVE A MIN. NET FREE AREA OF 60 SQ. IN. BASIS OF DESIGN - MASTER FLOW SSB960 METAL SLANT BACK LOUVER SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN TO GUTTER AND DOWNSPOUTS PER PLANS. 2. ALL DOWNSPOUTS SHALL BE ROUTED TO STORM (RE: MEP AND CIVIL DRAWINGS) 3. ALL DOWNSPOUTS SHALL BE PLACED IN APPROXIMATE LOCATION AS SHOWN ON PLANS. 4. ALL ROOF SLOPES ARE TO BE 6/12 U.N.O. ON PLANS. 5. ROOF OVERHANGS ARE 1'-6" U.N.O. ON PLANS. 6. PROVIDE CONCEALED METAL WALL FLASHING AT ALL AREAS WHERE ROOF MEETS VERTICAL WALL WITH A MINIMUM 8 INCH VERTICAL LEG. 7. PROVIDE VALLEY FLASHING AND METAL DRIP PER MANUFACTURER'S INSTALLATION DIRECTION AND SPECIFICATION. 8. ROOF VENTILATION REQUIREMENTS SHALL COMPLY WITH 2021 IBC SECTION 1203.2 ATTIC SPACES. LOW SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN INTO ROOF DRAINS PER PLANS. 2. ALL LOW SLOPE ROOFS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT U.N.O. 3. ALL CRICKETS SLOPES SHALL BE 1/4" PER FOOT MINIMUM U.N.O. 4. REFER TO M.E.P. DRAWINGS FOR EQUIPMENT. 5. PROVIDE WALKING SURFACES AROUND EQUIPMENT IN ACCORDANCE TO ROOFING MEMBRANE MANUFACTURER'S RECOMMENDATION. REFER TO PLANS FOR LOCATIONS.0'-6"F.O.S. P S TYPICAL ROOF OVERHANG, U.N.O. TYPICAL GABLE OVERHANG, U.N.O. RIDGE VENTS GRAVITY VENT A/C CONDENSERS ON ROOF RACKS (RE: MEP DWG'S) SOLAR READY ZONE 0'2'4' 8' 1/4 inch = 1 foot SCALE: 1/4" = 1'-0"2 GARAGE D (6 CAR + MAINTENANCE) SLAB PLAN AREA UNDER ROOF TOTAL VENTING REQUIRED UPPER VENT TYPE SPECIFIED RIDGE ROOF VENT GRAVITY ROOF VENT TOTAL UPPER VENTILATION PROVIDED LOWER VENT TYPE SPECIFIED CONTINUOUS SOFFIT VENT GRAVITY ROOF OF VENTS TOTAL LOWER VENTILATION PROVIDED TOTAL VENTILATION PROVIDED UPPER VENTING REQUIRED LOWER VENTING REQUIRED 871 SQ. IN. 0 SQ. IN. 450 SQ. IN. 450 SQ. IN. 448 SQ. IN. 0 SQ. IN. 448 SQ. IN. 898 SQ. IN. 435.5 SQ. IN. 435.5 SQ. IN. 5 CAR GARAGE -MAINTENANCE -VENTING REQUIREMENT 1814 SQ. FT. 25 LF 0 EA. 28 LF 0 EA. @ 18 SQ. IN. = @ 60 SQ. IN. = @ 16 SQ. IN. = @ 60 SQ. IN. = 1 1 1 03/13/2026 OWNER REVISIONS LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"12 4 12 44:12 4:12 G2 E13E14E10 E5 EF2aE21 G1 G1G1G1G1G1 E8 5' - 6"1 AD2.3.1 G.S.G.S.G.S.G.S. LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"12 4 12 44:12 4:12 EF2a E13E14E5E10 3 AD2.3.1 E23E23 E23 LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"12 4 12 4 4:12 EF2aE10 E14E13E5 LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"12 4 12 4 4:12 E5 E10 E14 EF2a E13 G4 G.S.5' - 6"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:42:06 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AG2.1.2 GARAGE D ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/4" = 1'-0"1 GARAGE D (6 CAR + MAINTENANCE) - FRONT ELEVATION SCALE: 1/4" = 1'-0"2 GARAGE D (6 CAR + MAINTENANCE) - REAR ELEVATION SCALE: 1/4" = 1'-0"4 GARAGE D (6 CAR + MAINTENANCE) - LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0"3 GARAGE D (6 CAR + MAINTENANCE) - RIGHT SIDE ELEVATION EXTERIOR FINISH LEGEND KEY VALUE KEYNOTE TEXT EF2a FIBER CEMENT LAP SIDING 01 (AGED PEWTER) EXTERIOR KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E5 FIBER CEMENT TRIM COLOR: ARTIC WHITE E8 ALUMINUM GARAGE DOORS; STANDARD COLOR E10 COMPOSITION SHINGLES ROOF SYSTEM - WEATHERED WOOD E13 DOWNSPOUT - PREFINISHED E14 GUTTER - PREFINISHED E21 EXTERIOR LIGHT FIXTURE E23 MECHANICAL VENT: REFER TO MECHANICAL LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'2'4' 8' 1/4 inch = 1 foot FIXTURE LEGEND BUILDING WALLPACK NOTES: 1. REFER TO MEP AND OWNER'S ELECTRICAL FIXTURE SELECTION SCHEDULE FOR MORE INFORMATION REGARDING THESE ELECTRICAL AND MECHANICAL ITEMS. EW EXTERIOR SCONCE (LARGE) EXTERIOR SCONCE (SMALL) EB RECESSED LIGHT DUAL HEADED MOONLIGHTS EZ EC1 EXHAUST VENT INTAKE VENT EA UNIT EXTERIOR SCONCE (SMALL) GARAGE EXTERIOR SCONCE (SMALL) GS UB 10-BIKE_811010-BIKE_811010-BIKE_811010-BIKE_81108-BIKE_81188-BIKE_81184 AG3.1.2 1 AG3.1.2 3 AG3.1.2 2 AG3.1.2 W4.1a G1 W4.1aW4.1aW4.1aW1.1 G1 G1 G1 11' - 8"11' - 4"11' - 4"11' - 4"11' - 4"11' - 2 1/2"22' - 1 1/2"20' - 0"5' - 10"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 8 1/2"22' - 1 1/2" W4.1a G1 G1 W1.1 W4.1a W1.120' - 0"3/4"3 1/2"3/4"3/4"3 1/2"3/4"3/4"3 1/2"3/4"VARIES 3/4"3 1/2"3/4"3/4"3 1/2"3/4"3/4"3 1/2"3/4"BIKE STORAGE CAPACITY = 60 D.S. 1 HR RATED ATTIC ACCESS (LOCKED) D.S.D.S.D.S. D.S.D.S.D.S.D.S. G5 10' - 5"9' - 7"90' - 4"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"VARIES W1.1 VARIES VARIES VARIES VARIES VARIES AD4.1.1 8 AD4.1.1 8 AD4.1.1 8 AD4.1.1 8 D.S.CLR.12" MIN.CEILING MOUNTED FIXTURES BIKE STORAGE NOTES: INSTALL R-30 INSULATION IN WALLS AND R-50 IN ATTIC ABOVE. 1 4 AG3.1.2 1 AG3.1.2 3 AG3.1.2 2 AG3.1.2 RIDGE VENT 14' - 6" 8' - 0" SOFFIT VENT 8' - 0" SOFFIT VENT SOFFIT VENT 8' - 0" SOFFIT VENT 8' - 0" RIDGE VENT 14' - 6"1 HR RATED ATTIC ACCESS (LOCKED) 4:12 4:124:124:12 D.S.D.S.D.S.D.S. D.S.D.S.D.S.D.S.D.S. 3 1/2"11' - 1"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"10' - 9"22' - 7"3 1/2"3 1/2"3 1/2"VARIES3 1/2"3 1/2"3 1/2"VARIES SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"VARIES 3 1/2"1' - 0 1/2" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0"9"22' - 7"2' - 4"17' - 2 1/2"5 1/2"90' - 4"20' - 0"VARIES VARIES VARIES VARIES 8"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO.DATE:REVISION DESCRIPTION:SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 2:24:26 PM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AG3.1.1 GARAGE B & G PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026SCALE: 1/4" = 1'-0"1 GARAGE B & G (6 CAR + BIKE)FLOOR PLAN SCALE: 1/4" = 1'-0"3 GARAGE B & G (6 CAR + BIKE) - ROOF PLAN GARAGE PLAN LEGEND: FACE OF STUD FACE OF MASONRY FACE OF CONCRETE F.O.S. F.O.M. F.O.C. INDICATES SCHEDULED PARTITION TYPE FIRE EXTINGUISHER (WALL MOUNTED)F.E. TENANT STORAGET.S. BOLLARDB. STANDPIPE MASONARY OPENINGM.O. S.P. COMPACT PACKING SPACEC FLOOR DRAINF.D. W.S. PRECAST CONC. WHEEL STOP ANCHOR TO CONC SLAB WX D.S.DOWN SPOUT 2X6 STUD WALLS CONCRETE SLAB SLOPED FLOOR ELEVATION MARK BRICK LEDGE SLAB RECESS LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H GARAGE SITE PLAN NOTES: 1. REFER TO CIVIL ENGINEER DRAWINGS FOR SITE DIMENSIONS, DRAINAGE, EASEMENTS, PROPERTY LINES AND SETBACKS. 2. REFER TO LANDSCAPE ARCHITECT DRAWINGS FOR LANDSCAPING, SIDEWALKS, SPOT ELEVATIONS AND FINAL GRADES. 3. REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR ALL TRANSFORMER LOCATIONS AND REQUIRED CLEARANCES. 4. SLOPE ALL GRADING, CONCRETE WALKS & ENTRANCES AWAY FROM EXTERIOR WALLS. SIDEWALKS SHALL NOT HAVE A RUN SLOPE GREATER THAN 5% NOR A CROSS SLOPE GREATER THAN 2% CHANGES IN LEVEL BETWEEN 1/4" & 1/2" HIGH SHALL BE BEVELLED WITH A SLOPE NOT STEEPER THAN 1:2 5. ALL ACCESSIBLE ROUTES, ENTRANCES AND EXITS SHALL BE IN ACCORDANCE TO ANSI, ADA AND TAS CRITERIA. 6. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATIONS, PLAN, AND TYPICAL DETAILS. 7. REFER LANDSCAPE DRAWINGS FOR POOL & COURTYARD LAYOUT, PLANTING, RETAINING WALLS, PAVING, ETC. 8. DIMENSIONS AND FINISH FLOOR ELEVATIONS ARE FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR EXACT BOUNDARY, DIMENSION CONTROL AND F.F.E. CONTROL ELEVATIONS. 9. PROVIDE HANDICAP PARKING STALLS, ACCESSIBLE SIDEWALKS, SIGNAGE AND CURBS IN ACCORDANCE WITH ANSI, ADA AND TAS ACCESSIBILITY STANDARDS. 10. DOWNSPOUTS TO BE CONNECTED TO THE BELOW GRADE DRAINAGE ROOF PLAN LEGEND ROOF DRAIN PRIMARY / SECONDARY RE: DETAIL 5/AD8.1.2 CONTINUOUS GUTTER (5"X5" TYP.) DOWNSPOUT (5"X5" AT APARTMENT) (3"X4" AT GARAGE & CLUB) MIN. 22" X 30" 1 HR. RATED ATTIC ACCESS HATCH 30" WIDE ROOF TRAFFIC PADS CRICKET (SLOPE, ACHIEVED W/ RIGID INSULATION)1'-6"D.S. 1'-6" F.O.S. ROOF PLAN NOTES ATTIC VENTILATION REQUIREMENTS: 1. REQUIRED VENTILATION = 1/300 2. 50% OF VENTS SHALL BE PROVIDED IN UPPER 1/3 (MIN.) OF THE TOTAL SPACE TO BE VENTILATED. 3. SOFFIT VENTS BASED ON 4" SOFFIT VENT, WHICH HAS A NET FREE VENT AREA OF 16 SQ. IN. PER LINEAR FOOT. 4. RIDGE VENTS SHALL HAVE A MIN. NET FREE VENT AREA OF 18 SQ. IN. PER LINEAR FOOT. 5. GRAVITY VENTS HAVE A MIN. NET FREE AREA OF 60 SQ. IN. BASIS OF DESIGN - MASTER FLOW SSB960 METAL SLANT BACK LOUVER SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN TO GUTTER AND DOWNSPOUTS PER PLANS. 2. ALL DOWNSPOUTS SHALL BE ROUTED TO STORM (RE: MEP AND CIVIL DRAWINGS) 3. ALL DOWNSPOUTS SHALL BE PLACED IN APPROXIMATE LOCATION AS SHOWN ON PLANS. 4. ALL ROOF SLOPES ARE TO BE 6/12 U.N.O. ON PLANS. 5. ROOF OVERHANGS ARE 1'-6" U.N.O. ON PLANS. 6. PROVIDE CONCEALED METAL WALL FLASHING AT ALL AREAS WHERE ROOF MEETS VERTICAL WALL WITH A MINIMUM 8 INCH VERTICAL LEG. 7. PROVIDE VALLEY FLASHING AND METAL DRIP PER MANUFACTURER'S INSTALLATION DIRECTION AND SPECIFICATION. 8. ROOF VENTILATION REQUIREMENTS SHALL COMPLY WITH 2021 IBC SECTION 1203.2 ATTIC SPACES. LOW SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN INTO ROOF DRAINS PER PLANS. 2. ALL LOW SLOPE ROOFS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT U.N.O. 3. ALL CRICKETS SLOPES SHALL BE 1/4" PER FOOT MINIMUM U.N.O. 4. REFER TO M.E.P. DRAWINGS FOR EQUIPMENT. 5. PROVIDE WALKING SURFACES AROUND EQUIPMENT IN ACCORDANCE TO ROOFING MEMBRANE MANUFACTURER'S RECOMMENDATION. REFER TO PLANS FOR LOCATIONS.0'-6"F.O.S. P S TYPICAL ROOF OVERHANG, U.N.O. TYPICAL GABLE OVERHANG, U.N.O. RIDGE VENTS GRAVITY VENT A/C CONDENSERS ON ROOF RACKS (RE: MEP DWG'S) SOLAR READY ZONE 0'2'4'8' 1/4 inch = 1 foot SCALE: 1/4" = 1'-0"2 GARAGE B & G (6 CAR + BIKE) - SLAB PLAN AREA UNDER ROOF TOTAL VENTING REQUIRED UPPER VENT TYPE SPECIFIED RIDGE ROOF VENT GRAVITY ROOF VENT TOTAL UPPER VENTILATION PROVIDED LOWER VENT TYPE SPECIFIED CONTINUOUS SOFFIT VENT GRAVITY ROOF OF VENTS TOTAL LOWER VENTILATION PROVIDED TOTAL VENTILATION PROVIDED UPPER VENTING REQUIRED LOWER VENTING REQUIRED 1013 SQ. IN. 0 SQ. IN. 522 SQ. IN. 522 SQ. IN. 512 SQ. IN. 0 SQ. IN. 512 SQ. IN. 1034 SQ. IN. 506.5 SQ. IN. 506.5 SQ. IN. 6 CAR GARAGE + BIKE ROOM -VENTING REQUIREMENT 2110 SQ. FT. 29 LF 0 EA. 32 LF 0 EA. @ 18 SQ. IN. = @ 60 SQ. IN. = @ 16 SQ. IN. = @ 60 SQ. IN. =1 03/13/2026 OWNER REVISIONSA 01/26/2026 PERMIT REVISIONS LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8" E14 E10 9' - 1 1/8"12 4 12 44:12 E5E13EF2a LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8" E10 E14 E13E8 G1 G1 G1 G1 G1 G1 9' - 1 1/8"12 4 12 44:12 4:12 5' - 6"E21 EF2aE5 1 AD2.3.1 E23 G.S.G.S.G.S. LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8" E14 E10 9' - 1 1/8"12 4 12 44:12 E5 E13 G5 5' - 6"SLOPE EF2a G.S. LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8" E10 E14E13EF2a 12 4 12 44:12 4:12 E5 3 AD2.3.1 9' - 1 1/8"E23 © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:42:16 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AG3.1.2 GARAGE B & G ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026EXTERIOR FINISH LEGEND KEY VALUE KEYNOTE TEXT EF2a FIBER CEMENT LAP SIDING 01 (AGED PEWTER) EXTERIOR KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E5 FIBER CEMENT TRIM COLOR: ARTIC WHITE E8 ALUMINUM GARAGE DOORS; STANDARD COLOR E10 COMPOSITION SHINGLES ROOF SYSTEM - WEATHERED WOOD E13 DOWNSPOUT - PREFINISHED E14 GUTTER - PREFINISHED E21 EXTERIOR LIGHT FIXTURE E23 MECHANICAL VENT: REFER TO MECHANICAL SCALE: 1/4" = 1'-0"4 GARAGE B & G (6 CAR GARAGE + BIKE) LEFT ELEVATION SCALE: 1/4" = 1'-0"1 GARAGE B & G (6 CAR GARAGE + BIKE) FRONT ELEVATION SCALE: 1/4" = 1'-0"3 GARAGE B & G (6 CAR GARAGE + BIKE) RIGHT ELEVATION SCALE: 1/4" = 1'-0"2 GARAGE B & G (6 CAR GARAGE + BIKE) REAR ELEVATION LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'2'4' 8' 1/4 inch = 1 foot FIXTURE LEGEND BUILDING WALLPACK NOTES: 1. REFER TO MEP AND OWNER'S ELECTRICAL FIXTURE SELECTION SCHEDULE FOR MORE INFORMATION REGARDING THESE ELECTRICAL AND MECHANICAL ITEMS. EW EXTERIOR SCONCE (LARGE) EXTERIOR SCONCE (SMALL) EB RECESSED LIGHT DUAL HEADED MOONLIGHTS EZ EC1 EXHAUST VENT INTAKE VENT EA UNIT EXTERIOR SCONCE (SMALL) GARAGE EXTERIOR SCONCE (SMALL) GS UB 17' - 8"2' - 4"11' - 8"11' - 4"22' - 8"11' - 4"11' - 4"20' - 0"68' - 4" 5' - 10"5' - 10"5' - 6"5' - 10"11' - 4"11' - 4"5' - 6"5' - 10"5' - 6"5' - 10" 1 HR RATED ATTIC ACCESS (LOCKED) D.S. D.S.D.S. 4 AG4.1.2 2 AG4.1.2 3 AG4.1.2 1 AG4.1.2 G1 G1 G3 G1 G1 W4.1a W4.1a W4.1a W4.1aW1.1 W1.1 W1.1 W1.1 3/4"3 1/2"3/4"3/4"3 1/2"3/4"1/2"3 1/2"1/2"3/4"3 1/2"3/4"3/4"3 1/2"3/4"D.S.D.S. D.S.D.S.SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"VARIESVARIES9' - 6"1/4" PER 12" MAX.6' - 5 7/8" VARIES VARIES VARIES VARIES AD4.1.1 8 AD4.1.1 8 AD4.1.1 8AD4.1.1 8 SLOPE DOWN 3 1/2"1 HR RATED ATTIC ACCESS (LOCKED) 4 AG4.1.2 2 AG4.1.2 3 AG4.1.2 1 AG4.1.2 RIDGE VENT 24' - 0" 6' - 6" SOFFIT VENT 6' - 6" SOFFIT VENT SOFFIT VENT 6' - 6" SOFFIT VENT 6' - 6"4:124:124:124:12 D.S.D.S.D.S. D.S. D.S.D.S.D.S. 3 1/2"1' - 0 1/2" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 3' - 4"16' - 0"3' - 0 1/2" 3 1/2"1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2"3 1/2"2' - 4"17' - 2 1/2"5 1/2"3 1/2"11' - 1"3 1/2"11' - 0 1/2"3 1/2"22' - 4 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3 1/2"SLOPE DOWN 3"SLOPE DOWN 3"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"VARIESVARIES 68' - 4"20' - 0"VARIES VARIES VARIES VARIES 8"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:42:20 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AG4.1.1 GARAGE C & F PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026GARAGE PLAN LEGEND: FACE OF STUD FACE OF MASONRY FACE OF CONCRETE F.O.S. F.O.M. F.O.C. INDICATES SCHEDULED PARTITION TYPE FIRE EXTINGUISHER (WALL MOUNTED)F.E. TENANT STORAGET.S. BOLLARDB. STANDPIPE MASONARY OPENINGM.O. S.P. COMPACT PACKING SPACEC FLOOR DRAINF.D. W.S. PRECAST CONC. WHEEL STOP ANCHOR TO CONC SLAB WX D.S. DOWN SPOUT 2X6 STUD WALLS CONCRETE SLAB SLOPED FLOOR ELEVATION MARK BRICK LEDGE SLAB RECESS LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H GARAGE SITE PLAN NOTES: 1. REFER TO CIVIL ENGINEER DRAWINGS FOR SITE DIMENSIONS, DRAINAGE, EASEMENTS, PROPERTY LINES AND SETBACKS. 2. REFER TO LANDSCAPE ARCHITECT DRAWINGS FOR LANDSCAPING, SIDEWALKS, SPOT ELEVATIONS AND FINAL GRADES. 3. REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR ALL TRANSFORMER LOCATIONS AND REQUIRED CLEARANCES. 4. SLOPE ALL GRADING, CONCRETE WALKS & ENTRANCES AWAY FROM EXTERIOR WALLS. SIDEWALKS SHALL NOT HAVE A RUN SLOPE GREATER THAN 5% NOR A CROSS SLOPE GREATER THAN 2% CHANGES IN LEVEL BETWEEN 1/4" & 1/2" HIGH SHALL BE BEVELLED WITH A SLOPE NOT STEEPER THAN 1:2 5. ALL ACCESSIBLE ROUTES, ENTRANCES AND EXITS SHALL BE IN ACCORDANCE TO ANSI, ADA AND TAS CRITERIA. 6. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATIONS, PLAN, AND TYPICAL DETAILS. 7. REFER LANDSCAPE DRAWINGS FOR POOL & COURTYARD LAYOUT, PLANTING, RETAINING WALLS, PAVING, ETC. 8. DIMENSIONS AND FINISH FLOOR ELEVATIONS ARE FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR EXACT BOUNDARY, DIMENSION CONTROL AND F.F.E. CONTROL ELEVATIONS. 9. PROVIDE HANDICAP PARKING STALLS, ACCESSIBLE SIDEWALKS, SIGNAGE AND CURBS IN ACCORDANCE WITH ANSI, ADA AND TAS ACCESSIBILITY STANDARDS. 10. DOWNSPOUTS TO BE CONNECTED TO THE BELOW GRADE DRAINAGE ROOF PLAN LEGEND ROOF DRAIN PRIMARY / SECONDARY RE: DETAIL 5/AD8.1.2 CONTINUOUS GUTTER (5"X5" TYP.) DOWNSPOUT (5"X5" AT APARTMENT) (3"X4" AT GARAGE & CLUB) MIN. 22" X 30" 1 HR. RATED ATTIC ACCESS HATCH 30" WIDE ROOF TRAFFIC PADS CRICKET (SLOPE, ACHIEVED W/ RIGID INSULATION)1'-6"D.S. 1'-6" F.O.S. ROOF PLAN NOTES ATTIC VENTILATION REQUIREMENTS: 1. REQUIRED VENTILATION = 1/300 2. 50% OF VENTS SHALL BE PROVIDED IN UPPER 1/3 (MIN.) OF THE TOTAL SPACE TO BE VENTILATED. 3. SOFFIT VENTS BASED ON 4" SOFFIT VENT, WHICH HAS A NET FREE VENT AREA OF 16 SQ. IN. PER LINEAR FOOT. 4. RIDGE VENTS SHALL HAVE A MIN. NET FREE VENT AREA OF 18 SQ. IN. PER LINEAR FOOT. 5. GRAVITY VENTS HAVE A MIN. NET FREE AREA OF 60 SQ. IN. BASIS OF DESIGN - MASTER FLOW SSB960 METAL SLANT BACK LOUVER SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN TO GUTTER AND DOWNSPOUTS PER PLANS. 2. ALL DOWNSPOUTS SHALL BE ROUTED TO STORM (RE: MEP AND CIVIL DRAWINGS) 3. ALL DOWNSPOUTS SHALL BE PLACED IN APPROXIMATE LOCATION AS SHOWN ON PLANS. 4. ALL ROOF SLOPES ARE TO BE 6/12 U.N.O. ON PLANS. 5. ROOF OVERHANGS ARE 1'-6" U.N.O. ON PLANS. 6. PROVIDE CONCEALED METAL WALL FLASHING AT ALL AREAS WHERE ROOF MEETS VERTICAL WALL WITH A MINIMUM 8 INCH VERTICAL LEG. 7. PROVIDE VALLEY FLASHING AND METAL DRIP PER MANUFACTURER'S INSTALLATION DIRECTION AND SPECIFICATION. 8. ROOF VENTILATION REQUIREMENTS SHALL COMPLY WITH 2021 IBC SECTION 1203.2 ATTIC SPACES. LOW SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN INTO ROOF DRAINS PER PLANS. 2. ALL LOW SLOPE ROOFS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT U.N.O. 3. ALL CRICKETS SLOPES SHALL BE 1/4" PER FOOT MINIMUM U.N.O. 4. REFER TO M.E.P. DRAWINGS FOR EQUIPMENT. 5. PROVIDE WALKING SURFACES AROUND EQUIPMENT IN ACCORDANCE TO ROOFING MEMBRANE MANUFACTURER'S RECOMMENDATION. REFER TO PLANS FOR LOCATIONS.0'-6"F.O.S. P S TYPICAL ROOF OVERHANG, U.N.O. TYPICAL GABLE OVERHANG, U.N.O. RIDGE VENTS GRAVITY VENT A/C CONDENSERS ON ROOF RACKS (RE: MEP DWG'S) SOLAR READY ZONE SCALE: 1/4" = 1'-0"1 GARAGE C & F (5 CAR W/1 ADA)- FLOOR PLAN SCALE: 1/4" = 1'-0"3 GARAGE C & F (5 CAR W/1 ADA) - ROOF PLAN 0'2'4' 8' 1/4 inch = 1 foot SCALE: 1/4" = 1'-0"2 GARAGE C & F (5 CAR W/1 ADA) - SLAB PLAN AREA UNDER ROOF TOTAL VENTING REQUIRED UPPER VENT TYPE SPECIFIED RIDGE ROOF VENT GRAVITY ROOF VENT TOTAL UPPER VENTILATION PROVIDED LOWER VENT TYPE SPECIFIED CONTINUOUS SOFFIT VENT GRAVITY ROOF OF VENTS TOTAL LOWER VENTILATION PROVIDED TOTAL VENTILATION PROVIDED UPPER VENTING REQUIRED LOWER VENTING REQUIRED 830 SQ. IN. 0 SQ. IN. 432 SQ. IN. 432 SQ. IN. 416 SQ. IN. 0 SQ. IN. 416 SQ. IN. 848 SQ. IN. 415 SQ. IN. 415 SQ. IN. 6 CAR ADA GARAGE -VENTING REQUIREMENT 1729 SQ. FT. 24 LF 0 EA. 26 LF 0 EA. @ 18 SQ. IN. = @ 60 SQ. IN. = @ 16 SQ. IN. = @ 60 SQ. IN. = LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8" E10E14 EF2aE5 E13 9' - 1 1/8"12 4 12 44:12 4:12 3 AD2.3.1 LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8" E10E14 EF2a E5 9' - 1 1/8"12 4 12 44:12 LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8" E10E14 EF2a E5 E13 9' - 1 1/8"12 4 12 44:12 LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8" E10E14E5 EF2a G1 G1 G3 G1 G1 9' - 1 1/8"12 4 12 44:12 4:12 5' - 6"E5 E21 2 AD2.3.1 1 AD2.3.1E13 G.S.G.S.G.S.G.S.© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:42:26 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AG4.1.2 GARAGE C & F ELEVATIONS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026EXTERIOR FINISH LEGEND KEY VALUE KEYNOTE TEXT EF2a FIBER CEMENT LAP SIDING 01 (AGED PEWTER) EXTERIOR KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E5 FIBER CEMENT TRIM COLOR: ARTIC WHITE E10 COMPOSITION SHINGLES ROOF SYSTEM - WEATHERED WOOD E13 DOWNSPOUT - PREFINISHED E14 GUTTER - PREFINISHED E21 EXTERIOR LIGHT FIXTURE SCALE: 1/4" = 1'-0"2 GARAGE C & F (5 CAR W/1 ADA) - REAR ELEVATION SCALE: 1/4" = 1'-0"4 GARAGE C & F (5 CAR W/1 ADA) - LEFT ELEVATION SCALE: 1/4" = 1'-0"3 GARAGE C & F (5 CAR W/1 ADA)- RIGHT ELEVATION SCALE: 1/4" = 1'-0"1 GARAGE C & F (5 CAR W/1 ADA) - FRONT ELEVATION 0'2'4' 8' 1/4 inch = 1 foot LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H FIXTURE LEGEND BUILDING WALLPACK NOTES: 1. REFER TO MEP AND OWNER'S ELECTRICAL FIXTURE SELECTION SCHEDULE FOR MORE INFORMATION REGARDING THESE ELECTRICAL AND MECHANICAL ITEMS. EW EXTERIOR SCONCE (LARGE) EXTERIOR SCONCE (SMALL) EB RECESSED LIGHT DUAL HEADED MOONLIGHTS EZ EC1 EXHAUST VENT INTAKE VENT EA UNIT EXTERIOR SCONCE (SMALL) GARAGE EXTERIOR SCONCE (SMALL) GS UB F 1 AG5.1.2 3 AG5.1.2 2 AG5.1.2 4 AG5.1.2 17' - 8"2' - 4"11' - 8"11' - 4"11' - 4"11' - 4"11' - 4"11' - 4"11' - 4"20' - 0"79' - 8" 5' - 10"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"5' - 10"5' - 6"6' - 0"11' - 2" 1 HR RATED ATTIC ACCESS (LOCKED) D.S. D.S.20' - 0"D.S.3/4"3 1/2"3/4"3/4"3 1/2"3/4"VARIES 3/4"3 1/2"3/4"3/4"3 1/2"3/4"3/4"3 1/2"3/4"3/4"3 1/2"3/4"G1 G1 G1 G1 G1 G1 D.S.D.S. D.S. DOG WASH W.H. D.S. DRYING BENCH F.D. F.D.1/4" / 12"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"VARIES 2' - 9"11' - 4 1/2"4' - 9 1/2"1' - 1"1' - 8"7' - 8 1/2" (R.O.)1' - 11 1/2" 10' - 3"1' - 1" W1.1 W1.1 W1.1 W1.1 W1.1 W1.1 W4.1a W4.1a W4.1a W4.1a W4.1a W4.1a W4.1c W4.1c VARIESVARIES VARIES VARIES VARIES SG1SG1 AD4.1.1 8 AD4.1.1 8 AD4.1.1 8 AD4.1.1 8 D.S. AD4.1.1 8 AD4.1.1 7 AD4.1.2 7 SG2 7"3' - 0"3 1/2" 1' - 5"5' - 5"4' - 4"BENCHDOG WASH ROOM NOTES: INSTALL R-19 INSULATION IN WALLS AND R-50 IN ATTIC ABOVE. REFER TO INTERIORS FOR FINISHES, PLUMBING FIXTURES & RCP. 1 AG5.1.2 3 AG5.1.2 2 AG5.1.2 4 AG5.1.2 20' - 0" RIDGE VENT 5' - 6" SOFFIT VENT 5' - 6" SOFFIT VENT 5' - 6" SOFFIT VENT 5' - 6" SOFFIT VENT 1 HR RATED ATTIC ACCESS (LOCKED)4:124:124:124:12 D.S.D.S.D.S. D.S.D.S.D.S. 3 1/2"1' - 0 1/2" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0"9' - 0" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2" 3 1/2" 1' - 0" 9' - 0" 1' - 0 1/2"5 1/2" 10' - 8 1/2" 5 1/2"2' - 4"17' - 2 1/2"5 1/2"3 1/2"11' - 1"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"11' - 0 1/2"3 1/2"9' - 9 1/2"5 1/2" 1' - 1" 5 1/2"3 1/2"3 1/2"3 1/2"3 1/2"VARIES3 1/2"VARIES SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"SLOPE DOWN 3"3 1/2"VARIES 20' - 0"VARIES VARIES 1/4" / 12"SLOPE79' - 8" VARIES VARIES VARIES F.D. F.D. T.O.D -3/4" T.O.D -3/4"5 1/2"4' - 4"5 1/2"1' - 1"5 1/2"2' - 9"10' - 11"3' - 6 1/2"2' - 4"1' - 0 1/2"© W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:42:31 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AG5.1.1 GARAGE E PLANS 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026GARAGE PLAN LEGEND: FACE OF STUD FACE OF MASONRY FACE OF CONCRETE F.O.S. F.O.M. F.O.C. INDICATES SCHEDULED PARTITION TYPE FIRE EXTINGUISHER (WALL MOUNTED)F.E. TENANT STORAGET.S. BOLLARDB. STANDPIPE MASONARY OPENINGM.O. S.P. COMPACT PACKING SPACEC FLOOR DRAINF.D. W.S. PRECAST CONC. WHEEL STOP ANCHOR TO CONC SLAB WX D.S. DOWN SPOUT 2X6 STUD WALLS CONCRETE SLAB SLOPED FLOOR ELEVATION MARK BRICK LEDGE SLAB RECESS SCALE: 1/4" = 1'-0"1 GARAGE E (6 CAR + DOG WASH) FLOOR PLAN SCALE: 1/4" = 1'-0"3 GARAGE E (6 CAR + DOG WASH) - ROOF PLAN LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H GARAGE SITE PLAN NOTES: 1. REFER TO CIVIL ENGINEER DRAWINGS FOR SITE DIMENSIONS, DRAINAGE, EASEMENTS, PROPERTY LINES AND SETBACKS. 2. REFER TO LANDSCAPE ARCHITECT DRAWINGS FOR LANDSCAPING, SIDEWALKS, SPOT ELEVATIONS AND FINAL GRADES. 3. REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR ALL TRANSFORMER LOCATIONS AND REQUIRED CLEARANCES. 4. SLOPE ALL GRADING, CONCRETE WALKS & ENTRANCES AWAY FROM EXTERIOR WALLS. SIDEWALKS SHALL NOT HAVE A RUN SLOPE GREATER THAN 5% NOR A CROSS SLOPE GREATER THAN 2% CHANGES IN LEVEL BETWEEN 1/4" & 1/2" HIGH SHALL BE BEVELLED WITH A SLOPE NOT STEEPER THAN 1:2 5. ALL ACCESSIBLE ROUTES, ENTRANCES AND EXITS SHALL BE IN ACCORDANCE TO ANSI, ADA AND TAS CRITERIA. 6. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATIONS, PLAN, AND TYPICAL DETAILS. 7. REFER LANDSCAPE DRAWINGS FOR POOL & COURTYARD LAYOUT, PLANTING, RETAINING WALLS, PAVING, ETC. 8. DIMENSIONS AND FINISH FLOOR ELEVATIONS ARE FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR EXACT BOUNDARY, DIMENSION CONTROL AND F.F.E. CONTROL ELEVATIONS. 9. PROVIDE HANDICAP PARKING STALLS, ACCESSIBLE SIDEWALKS, SIGNAGE AND CURBS IN ACCORDANCE WITH ANSI, ADA AND TAS ACCESSIBILITY STANDARDS. 10. DOWNSPOUTS TO BE CONNECTED TO THE BELOW GRADE DRAINAGE ROOF PLAN LEGEND ROOF DRAIN PRIMARY / SECONDARY RE: DETAIL 5/AD8.1.2 CONTINUOUS GUTTER (5"X5" TYP.) DOWNSPOUT (5"X5" AT APARTMENT) (3"X4" AT GARAGE & CLUB) MIN. 22" X 30" 1 HR. RATED ATTIC ACCESS HATCH 30" WIDE ROOF TRAFFIC PADS CRICKET (SLOPE, ACHIEVED W/ RIGID INSULATION)1'-6"D.S. 1'-6" F.O.S. ROOF PLAN NOTES ATTIC VENTILATION REQUIREMENTS: 1. REQUIRED VENTILATION = 1/300 2. 50% OF VENTS SHALL BE PROVIDED IN UPPER 1/3 (MIN.) OF THE TOTAL SPACE TO BE VENTILATED. 3. SOFFIT VENTS BASED ON 4" SOFFIT VENT, WHICH HAS A NET FREE VENT AREA OF 16 SQ. IN. PER LINEAR FOOT. 4. RIDGE VENTS SHALL HAVE A MIN. NET FREE VENT AREA OF 18 SQ. IN. PER LINEAR FOOT. 5. GRAVITY VENTS HAVE A MIN. NET FREE AREA OF 60 SQ. IN. BASIS OF DESIGN - MASTER FLOW SSB960 METAL SLANT BACK LOUVER SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN TO GUTTER AND DOWNSPOUTS PER PLANS. 2. ALL DOWNSPOUTS SHALL BE ROUTED TO STORM (RE: MEP AND CIVIL DRAWINGS) 3. ALL DOWNSPOUTS SHALL BE PLACED IN APPROXIMATE LOCATION AS SHOWN ON PLANS. 4. ALL ROOF SLOPES ARE TO BE 6/12 U.N.O. ON PLANS. 5. ROOF OVERHANGS ARE 1'-6" U.N.O. ON PLANS. 6. PROVIDE CONCEALED METAL WALL FLASHING AT ALL AREAS WHERE ROOF MEETS VERTICAL WALL WITH A MINIMUM 8 INCH VERTICAL LEG. 7. PROVIDE VALLEY FLASHING AND METAL DRIP PER MANUFACTURER'S INSTALLATION DIRECTION AND SPECIFICATION. 8. ROOF VENTILATION REQUIREMENTS SHALL COMPLY WITH 2021 IBC SECTION 1203.2 ATTIC SPACES. LOW SLOPE ROOF: 1. ALL ROOF AREAS SHALL DRAIN INTO ROOF DRAINS PER PLANS. 2. ALL LOW SLOPE ROOFS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT U.N.O. 3. ALL CRICKETS SLOPES SHALL BE 1/4" PER FOOT MINIMUM U.N.O. 4. REFER TO M.E.P. DRAWINGS FOR EQUIPMENT. 5. PROVIDE WALKING SURFACES AROUND EQUIPMENT IN ACCORDANCE TO ROOFING MEMBRANE MANUFACTURER'S RECOMMENDATION. REFER TO PLANS FOR LOCATIONS.0'-6"F.O.S. P S TYPICAL ROOF OVERHANG, U.N.O. TYPICAL GABLE OVERHANG, U.N.O. RIDGE VENTS GRAVITY VENT A/C CONDENSERS ON ROOF RACKS (RE: MEP DWG'S) SOLAR READY ZONE 0'2'4' 8' 1/4 inch = 1 foot SCALE: 1/4" = 1'-0"2 GARAGE E (6 CAR + DOG WASH) - SLAB PLAN AREA UNDER ROOF TOTAL VENTING REQUIRED UPPER VENT TYPE SPECIFIED RIDGE ROOF VENT GRAVITY ROOF VENT TOTAL UPPER VENTILATION PROVIDED LOWER VENT TYPE SPECIFIED CONTINUOUS SOFFIT VENT GRAVITY ROOF OF VENTS TOTAL LOWER VENTILATION PROVIDED TOTAL VENTILATION PROVIDED UPPER VENTING REQUIRED LOWER VENTING REQUIRED 657 SQ. IN. 0 SQ. IN. 360 SQ. IN. 360 SQ. IN. 352 SQ. IN. 0 SQ. IN. 352 SQ. IN. 712 SQ. IN. 328.5 SQ. IN. 328.5 SQ. IN. 6 CAR DOG WASH GARAGE -VENTING REQUIREMENT 1367 SQ. FT. 20 LF 0 EA. 22 LF 0 EA. @ 18 SQ. IN. = @ 60 SQ. IN. = @ 16 SQ. IN. = @ 60 SQ. IN. = 1 1 1 03/13/2026 OWNER REVISIONS LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"EF2aE8E10E13E5 G1 G1 G1 G1 G1G1 12 4 4:12 12 4 4:12 E21 5' - 6"E14 1 AD2.3.1 G.S.G.S.G.S. LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"EF2aE10E14 E5 12 4 12 4 4:12 4:12 E9E5 SG1 E13EF1a SG1 3 AD2.3.1 8 AD4.1.2 7 AD4.1.2 6 AD2.3.1 EF4bEF4a A5.3.1 11 LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"EF2aE10 E5 12 4 12 4 4:12 E14E13 LEVEL 1 T.O.S 0' - 0" GARAGE T.O.P. 9' - 1 1/8"9' - 1 1/8"EF2aE13 E10 12 412 4 4:12 E13E14EF1aEF4a 8 AD4.1.2 7 AD4.1.2 EF4b © W PARTNERSHIP, INC. These plans are copyrighted and are subject to copyright protection as an "Architectural work" under Section 203 of the Copyright Act, 17 U.S.C., as amended December 1, 1990, and known as Architectural Works Copyright Protection Act of 1990. The protection includes, but is not limited to, the overall form, as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or forms represented can legally result in the cessation of such construction or buildings being seized and/or razed.PROJECT NO: SHEET CONTENTS:NO. DATE: REVISION DESCRIPTION: SCALE: ARCHITECT OF RECORD:W PARTNERSHIP5120 WOODWAY DR. · SUITE 8000 · HOUSTON, TEXAS · 77056 713.993.0439 · www.wpartnership.comREGISTRATION NUMBER: ISSUED: SHEET NO.A r c h i t e c t s | P l a n n e r s04/29/25 - 100% SCHEMATIC DESIGN 06/10/25 - 100% DD 07/22/25 - 50% CD 08/19/25 - 70% CD 10/01/25 - 90% CD 11/21/25 - ISSUE FOR CONFORMANCE 03/18/26 - 100% IFC 03/18/20261/4" = 1'-0" 3/17/2026 9:42:36 AM Autodesk Docs://Hanover 2023/A-Hanover_23-34_new.rvt AG5.1.2 GARAGE E ELEVATION 23-3455 WILKENS LANE, BARNSTABLE, MA 02601FRED WILSON 30812HYANNIS PHASE IITHE HANOVER COMPANY100 % IFC - 03/18/2026EXTERIOR FINISH LEGEND KEY VALUE KEYNOTE TEXT EF1a BRICK 01 (MODULAR SMOKY GRAY VELOUR) EF2a FIBER CEMENT LAP SIDING 01 (AGED PEWTER) EF4a FIBER CEMENT BOARD & BATTEN SIDING 01 (ARTIC WHITE) EF4b FIBER CEMENT SMOOTH PANEL 01 (ARTIC WHITE) EXTERIOR KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E5 FIBER CEMENT TRIM COLOR: ARTIC WHITE E8 ALUMINUM GARAGE DOORS; STANDARD COLOR E9 ALUMINUM STOREFRONT SYSTEMS; COLOR: DARK BRONZE E10 COMPOSITION SHINGLES ROOF SYSTEM - WEATHERED WOOD E13 DOWNSPOUT - PREFINISHED E14 GUTTER - PREFINISHED E21 EXTERIOR LIGHT FIXTURE LOCATION KEY NOT TO SCALE A CLUBHOUSE T02 #5 T02 #4 T01 #3 T02 #2 T01 #1 B C D E F G H 0'2'4' 8' 1/4 inch = 1 foot SCALE: 1/4" = 1'-0"1 GARAGE E (6 CAR GARAGE + DOG WASH) - FRONT ELEVATION SCALE: 1/4" = 1'-0"2 GARAGE E (6 CAR GARAGE + DOG WASH) - REAR ELEVATION SCALE: 1/4" = 1'-0"4 GARAGE E (6 CAR GARAGE + DOG WASH) - LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0"3 GARAGE E (6 CAR GARAGE + DOG WASH) - RIGHT SIDE ELEVATION FIXTURE LEGEND BUILDING WALLPACK NOTES: 1. REFER TO MEP AND OWNER'S ELECTRICAL FIXTURE SELECTION SCHEDULE FOR MORE INFORMATION REGARDING THESE ELECTRICAL AND MECHANICAL ITEMS. EW EXTERIOR SCONCE (LARGE) EXTERIOR SCONCE (SMALL) EB RECESSED LIGHT DUAL HEADED MOONLIGHTS EZ EC1 EXHAUST VENT INTAKE VENT EA UNIT EXTERIOR SCONCE (SMALL) GARAGE EXTERIOR SCONCE (SMALL) GS UB