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HomeMy WebLinkAboutApproved Demo & COA 14 Beale WayFor Committee use only By a vote of Members signatures Conditions of Approval This Certificate is hereby APPROVED Aye Nay Abstain Date Town of Barnstable Old King's Highway Historic District Committee 367 Main Street, Hyannis, Massachusetts 02601 Telephone: (508) 862-4787 Email: erica.brown@town.barnstable.ma.us Application for DEMOLITION OR RELOCATION OF A BUILDING OR STRUCTURE Application is hereby made with a complete electronic colored set, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for: Date Date Built:__________________ Map & Parcel Homeow ner Phone Street address Email Village Mailing address Signature Agent/Contractor Phone Agent Address Email Agent Signature This certificate ex pires one year from the stamped approval date or upon the expiration of Building Permit, w hichever date shall be later. A one year extension may be requested, in w riting, to the Old King’s Highw ay Administrative Assistant at 367 Main Street, Hyannis, MA 02601. This request must be received at least 30 days prior to the date of ex piration. There is a 10 day appeal period (14 day w aiting period) for all applications after w hich time your approval paperw ork w ill be available for pickup and building per mit sign-off. All applications are subject to meeting any applicable code requirements. DEMOLITION OF House Part of House Garage Barn Stable Stone Wall Commercial Other Square footage of footprint of building (s) to be demolished: Building 1: Building 2: Square footage of total floor area of building (s) to be demolished: Building 1: Building 2: If application is for removal and relocation, state where: Checklist: Application, Electronic Copy Site Plan Photographs of all elevations to be demolished $120 Application fee Legal ad fee (billed)_ Postage Stamps DENIED 09/19/2023 1960 279/014 Maureen E Leveroni 14 Beale Way PO Box 378, Barnstable MA 02630 508-737-6754 moleveroni@comcast.net Blaise Scioli, Scioli Development LLC 7 Parker Rd, Osterville MA 02655 508-308-7424 blaise@sciolidevelopment.com X 540 320 OKH APPROVED 10/11/2023 for Committee use only By a vote of Conditions of Approval This Certificate is hereby APPROVED DENIED Aye Nay Abstain Date __________________________ New Build Addition Alteration Residential Type of Building House Garage Barn Shed Other Project Roof Windo ws/Doors Siding/Painting Solar Other Landscape Feature Fence Wall Flag Pole Pool Other New Sign Replace Sign Repaint Sign Town of Barnstable Old King's Highway Historic District Committee 367 Main Street, Hyannis, Massachusetts 02601 Telephone: (508) 862-4787 Email: erica.brown@town.barnstable.ma.us APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made, with one (1) complete, colored set, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for: Date Date Built: Map & Parcel Property Ow ner Phone Street address Email Village Mailing address Signature Agent/Contractor Phone Agent Address Email Agent Signature If approved, the Certificate of Appropriateness expires one year from the stamped approval date or upon the expiration of a Building Permit, w hichever date shall be later. A one year ex tension may be requested, in w riting, to the Old King’s Highw ay Administrative Assistant at 367 M ain Street, Hyannis, M A 02601. This request must be received prior to the date of expiration. There is a 10 day appeal period plus a four day waiting period for all applications after w hich time your approval paperw ork w ill be availabl e for pickup and building per mit sign-off. All applications are subject to meeting any applicable building code requirements. Check all categories that apply Building Construction Commercial Sign Other _ Description of Proposed Work 279, lot 1409/18/2023 Maureen E. Leveroni 508-737-6754 14 Beale Way, Barnstable MA PO Box 378, Barnstable MA 02630 Blaise Scioli, Scioli Development LLC 508-308-7424 7 Parker Rd, Osterville MA 02655 blaise@sciolibuilders.com X X X X X X Demo existing structure and Construct New single family one story house with a 1st floor gross floor area of 879 sq ft New construction OKH APPROVED 10/11/2023 CERTIFICATE OF APPROPRIATENESS – SPEC SHEET CHIMNEY Material Color ROOF Make & style Color Roof Pitch (s) – (7/12 minimum) (specify on plans for new building & major additions) GUTTER T ype/Material Color WINDOWS, DOORS, TRIM, SHUTTERS, SKYLIGHTS Window/Door Trim material Wood Other specify Size of cornerboards Size of casings (1X4 min) Color Rakes 1st member 2nd Member Depth of overhang Windows: Make/Model Material Color Window Grills Divided Light Exterior Glued Grills Grills Between Glass Removable Interior Grills No Grills Grill Pattern Doors: Style & Make Material Color Garage doors: Style Size of opening Material Color Shutters: Type & Style Material Color Skylights: Type Make & Model Material Size Color SIDING Type Clapboard Shingle Other Material Red Cedar White Cedar Other Paint Color FOUNDATION T ype (max 12’ exposed) DECK Material Color SIGNS Size Materials Color FENCE T ype (split rail, chain link) Color Material Length RETAING WALL Description LIGHTING Type and location (free standing affixed to structure, illuminated) Natural Brick veneer Red Certainteed Landmark Architectural Weathered Wood Asphalt Roof 4.75/12 K style Aluminum White PVC 1x6 1x5 White 1x8 1x3 8" Andersen 400 Series Black X Wood/clad cottage style 3/3, 2/2, Andersen 400 French Wood Wood/clad Black frame with glass N/A Louvered Vinyl or Wood Black N/A X X X Vertical V-groove in specific locations, see drawing Cedar shingle to be Natural V-Groove trim to be painted white Crawl space & slab on grade with 10" exposed wall on exterior N/A N/A N/A N/A N/A Cape Cod Lantern, Brall Wall Small Bottom Ring Fixture, Model #CCWSBTM at two (2) locations affixed to the structure (1) at the front entry door (West side) and (1) at the rear sliding door (East side) CHECKLIST – CERTIFICATE OF APPROPRIATENESS Please complete the Checklist that is applicable to your project. Submit electronic complete colored set, unless otherwise noted FEES Filing Fee according to fee schedule, please make checks payable to the Town of Barnstable Legal Ad fee, will be billed, made payable to the Town of Barnstable First Class Postage Sta mps for abutter notification. Please contact Barnstable Old King’s Highway Office for correct count ALTERATIONS (new paint color, change of siding material, roofing, windows, doors, shutters, etc) Application for Certificate of Appropriateness Spec Sheet, brochures and color samples Plans of building elevatio ns/photographs, ONLY if there is a change to the location and size of the window (s) or Door (s). MINOR ADDITIONS (decks, enclosing a porch, sheds (over 120 sqft) Application for Certificate of Appropriateness, Spec Sheet, brochures and color samples Site Plan, ONLY if there are changes to the footprint (see site plan criteria below) A site plan drawn on a mortgage survey plan or GIS map may be used for minor additions, UNLESS the porch, deck, pool, or Shed etc. is close to lot lines, zoning setback lines, or other buildings, in which case a certified site plan must be submitted Photographs of all building elevation affected by any proposed alterations Plans 2 full scale plans, plus 4 copies of the plan at reduced scale to fit 8.5x11 or 11x17 paper Company brochure of manufacturers shed or to-scale sketch or affected structure or building elevations ASSESSORY STRUCTURES, NEW/ALTERED (fences, new stonewalls, changes to retaining walls, pools etc) Application for Certificate of Appropriateness Spec Sheet, brochures &/or diagram Site Plan (see site plan criteria below) Photographs of any existing structure that will be affected by the change SIGNS (complete sign supplement) Rendering of the proposed sign, showing graphics, dimensions, design and height of post, color, and materials Site Plan on GIS map or mortgage survey, or photograp hs, or to-scale sketch of building elevation showing location of Proposed sign; and any tree to be removed near a freestanding sign (see below for site plan criteria) SOLAR PANELS (complete solar panel supplement) Drawing of locations of panels on house showing roof and panel dimensions Site Plan showing location of building on property (see site plan criteria below) SITE PLAN CRITERIA Name of applicant, street location, map and parcel Name of architect, engineer, or surveyor; original stamp & signature; date of plan & revision dates North arro w, written and drawn to scale Changes to existing grades shown with one -foot contours Proposed & existing footprint of building and/or structures, and distance to lot lines Proposed driveway location Proposed limits of clearing for building (s), assessor structure (s), driveway and septic system Retaining walls or accessory structures (e.g. pool, tennis court, cabana, barn, garage, etc) NEW BUILDINGS, ADDITION, OR COMMERICAL BUILDING CHECKLIST – CERTIFICATE OF APPROPRIATENESS Submit electronic complete colored set, unless otherwise noted Application for Certificate of Appropriateness Spec Sheet, brochures or diagram Site Plan Name of applicant, street location, map and parcel Name of architect, engineer, or surveyor; original stamp & signature; date of plan & revision dates North arrow, written and drawn to scale Changes to existing grades shown with one-foot contours Proposed & existing footprint of building and/or structures, and distance to lot lines Proposed driveway location Proposed limits of clearing for building (s), assessor structure (s), driveway and septic system Retaining walls or accessory structures (e.g. pool, tennis court, cabana, barn, garage, etc) Building Elevations Plans at scale of ¼’ = 1 foot; a written drawn scale Plans at a reduced scale to fit 8.5”x11 or 11x17 paper Name of applicant, street location, map and parcel Name of Building Designer, or architect; original signature of plan preparer and stamp; plan date, and all revision dates. *All new house or commercial building plans must have an original signature and stamp, if any, by a registered Architect, member of AIBD, or a licensed Massachusetts Home Improvement Contractor, unless this requirement is waived by the Old King’s Highway Historic District Committee. A written and bar drawn scale Elevations of all (affected) sides of the building, with dimensions including height from the natural grade adjacent to the Building to the top of the ridge; location and elevation of finished grade, roof pitch (s) dormer setbacks; trim style, windo w And door styles. Changes to existing building must be clouded on drawings. Window schedule on plans Landscape Plan (drawn on a certified perimeter plan containing the following) Name of applicant, street address, assessor’s map and parcel number Name, address, and telephone number of the plan preparer, pl an date, & date of revisions The location of existing and proposed buildings and structures, and lot lines Natural features of site (i.e. rock outcroppings, streams, wetlands, etc) Existing buffer areas to remain Location and species of trees and plants Driveway, parking areas, walkways, and patios, indicating materials to be used Existing stone walls, and proposed walls including retaining walls for slope retention or septic systems For removal of stone walls, you must file a demolition application All proposed exterior lighting and signs Sketch or Photos of adjacent properties A sketch (s) to scale or photographs of nearby adjacent buildings, where present, along both sides of the street frontage, Showing the proposed new house or commercial building in scale and in relationship to the existing buildings. Please discuss with staff if you do not think this is relevant to your application. Photographs of all sides of existing buildings to remain or being added to Existing building, foot print Building 1 (sq. ft.) Building 2 (sq. ft.) Exiting building, gross floor area, including area of finished basement Building 1 (sq. ft.) Building 2 (sq. ft.) New Building or addition, foot print Building 1 (sq. ft.) Building 2 (sq. ft.) New Building or addition, gross floor area, including area of finished basement Building 1 (sq. ft.) Building 2 (sq. ft.) Plan preparer, signature and date 09/19/2023 500.00 This map is for illustration purposes only. It is not adequate for legal boundary determination or regulatory interpretation. This map does not represent an on-the-ground survey. It may be generalized, may not reflect current conditions, and may contain cartographic errors or omissions. Parcel lines shown on this map are only graphic representations of Assessor’s tax parcels. They are not true property boundaries and do not represent accurate relationships to physical objects on the map such as building locations. 83042 Feet feetApprox. Scale: 1 inch =42 Legend Town of Barnstable GIS Unit 367 Main Street, Hyannis, MA 02601 508-862-4624 gis@town.barnstable.ma.us Map printed on:10/2/2023 Road Names MAIN STREET (ROUTE 6A - S.H.L.O 1357) B E A L E W A Y ( P R I V A T E - 2 0 ' W I D E ) 1 inch = 20 ft. 0 10 20 40 DATE: DRAWN BY:JOB #APPROVED BY: 51082 WS3.DWGFILE: 12/19/2022 DFF 51082.00DFF SCALE:1"=20' 20 A Street Framingham, MA 01701 T 508.877.6688 F 508.877.8349 www.samiotes.com Samiotes Consultants Inc. Civil Engineers + Land Surveyors CERTIFIED PLOT PLAN14 BEALE WAY BARNSTABLE, MA DANIEL F. FLEMING ~ P.L.S. No. 55476 REGISTERED PROFESSIONAL LAND SURVEYOR FOR SAMIOTES CONSULTANTS, INC. DATE: 12/19/2022 NO. 55476 F. DANIEL S W E TSTOCMEMDERETSIG ER ROYEVRUSDNALAL ON IS SEOFPR UONSAOFMTH CHAALS FLEMING 1. A. B. C. 2. 3. 4. 5. 6. 7. A. a. b. c. B. a. b. 8. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL , MECHANICAL, ELECTRICAL, AND PLUMBING SPECIFICATIONS , INCLUDING THE FOLLOWING GOVERNING STANDARDS: THE MASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO-FAMILY DWELLINGS, BASED ON IBC2015 AND MA AMENDMENTS, AND ALL OTHER AGENCIES HAVING JURISDICTION. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), (EDITION REFERENCED IN STATE BUILDING CODE). ACI- "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE , (EDITION REFERENCED IN STATE BUILDING CODE). THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, TESTS, AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING CODE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS. THE GENERAL CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED. THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS. ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. FOUNDATIONS, FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: GRAVITY LOADS: GROUND SNOW: pg=30 PSF, pf=25 PSF (UNBALANCED: 30 PSF) OTHER ROOMS, EXTERIOR DECKS = 40 PSF BEDROOMS = 30 PSF WIND LOAD [=CONTROLLING LATERAL FORCE] (PER MA STATE BUILDING CODE AND ASCE7-10): WIND SPEED: Vult=140 mph / Vasd=108 MPH; EXPOSURE "B" NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN. GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL, HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT. ACCEPTABLE MATERIALS ARE CONSIDERED TO BE PROOF ROLLED EXISTING GRANULAR FILL. SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION, LOAM, AND ORGANIC MATERIAL. ALL SILT, FILL, TOPSOIL, AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL FOUNDATION AND SLAB-ON-GRADE LOCATIONS. SPECIFIED STRUCTURAL, COMPACTED FILL SHALL BE SUBSTITUTED AT THESE LOCATIONS. IF BEARING MATERIALS (OTHER THAN THOSE DESCRIBED ABOVE) WITH A LOWER ALLOWABLE BEARING CAPACITY THAN 2,000 LB PER SQUARE FOOT ARE ENCOUNTERED, THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. DO NOT BACKFILL PRIOR TO COMPLETE CONSTRUCTION OF THE 1ST FLOOR FRAMING & FLOOR SHEATHING. FDN WALLS DO NOT WITHSTAND EXISTING LATERAL SOIL PRESSURES UNTIL THE NEW FLOORS ARE IN PLACE AND COMPLETELY CONNECTED. ALL FOOTINGS SHALL BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL. COMPACTED TO 95% MODIFIED PROCTOR DENSITY, AFTER REMOVAL OF UNSUITABLE MATERIALS. BACKFILL UNDER ANY PORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6" TO 8" LIFTS OF 95% MODIFIED PROCTOR DENSITY. THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. CONTACT THE E.O.R. PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL CONDITIONS, OR ENGAGE A LICENSED GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING CONDITIONS. NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND. SUCH FOUNDATIONS OR SLABS PLACED IN SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED AT NO ADDITIONAL COST OR CONTRACT TIME EXTENSION. ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE, THE CONTRACTOR SHALL PROVIDE ALL SUFFICIENT MEANS OF SITE DEWATERING, AS NECESSARY, TO ENSURE FOUNDATIONS AND SLABS ARE PLACED AS SPECIFIED. THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR BUOYANCY UPLIFT, FLOODING OR HYDROSTATIC PRESSURES. STRUCTURAL FILL: IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC, FROZEN, OR OTHER DELETERIOUS MATERIAL AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW. STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES THICK FOR SELF- PROPELLED VIBRATORY ROLLERS, AND 8 INCHES FOR VIBRATORY PLATE COMPACTORS. STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING- BEARING (1H:1V) ZONE AND BELOW ALL SLABS. CRUSHED STONE SHALL BE 3/4" ANGULAR, WASHED STONE (NO FINES) OF LIMESTONE OR GRANITE QUARRY, COMPACTED TO ACHIEVE AN EQUIVALENT OF 95% MODIFIED PROCTOR DENSITY COMPACTION. SIEVE SIZE STRUCTURAL FILL* (PERCENT PASSING BY WEIGHT) 8"100 3"70-100 3/4"45-95 NO. 430-90 NO. 1025-80 NO. 4010-50 NO. 2000-12 * NOTE: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. FOUNDATION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. A. B. C. D. 10. 11. 12. 13. 14. 15. CONCRETE MIXTURE, FORM-WORK, DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (LATEST EDITION), UNLESS OTHERWISE NOTED. CONCRETE MATERIALS SHALL BE: TYPE 1 OR 2 PORTLAND CEMENT, SAND AND GRAVEL AGGREGATES. CONCRETE SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS. CONCRETE COMPRESSIVE STRENGTH, (F'C) IN 28 DAYS, WHEN TESTED IN ACCORDANCE WITH ACI 318-LATEST EDITION, SHALL BE AS FOLLOWS: ALL CONCRETE WORK - 3,000 PSI. THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS, FOOTINGS, PIERS, ETC., SHALL BE 4". THE MAXIMUM CONCRETE SLUMP FOR SLABS SHALL BE 3". EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND INTERIOR DECK SLABS. ALL CONCRETE SHALL BE AIR ENTRAINED TO 5% (+/- 1%). ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. NO SLAB-ON-GRADE INFILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO GROUNDWATER OR FLOODING. ALL GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI. THE MAXIMUM APPLICATION THICKNESS OF GROUT UNDER COLUMN BASES SHALL BE 1 1/2". REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT WHERE NOTED. ALL REINFORCING BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDING GRADE 40. RUSTED BARS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND CURRENT CRSI SPECIFICATIONS, LATEST EDITIONS. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: BOTTOM OF FOOTINGS 3" FORMED SIDES OF FOOTINGS 2" FOUNDATION WALLS 1 1/2" SLAB ON GRADE 2" BELOW TOP SURFACE COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN. ALL COLUMN ANCHOR BOLTS SHALL BE SET BY TEMPLATE. ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL CURRENT ACI CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI. UNDER NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES, AND ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. ALL CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116. SITE MIXING IS NOT ALLOWED. CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL IS TO BE PROVIDED. REINFORCING SUPPORTS SHALL BE OF PROPER HEIGHT, LENGTH, SPACING, SIZE AND MATERIAL TYPE; IN NO CASE SHALL BRICK, WOOD, OR OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. CONCRETE NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS), AND SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL BE 19%. PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY (SILLS, PLATES, ETC.) SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE, OR APPROVED EQUAL, TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING, DECKING, STAIRS, RAILS, BRACING, ETC. SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE, OR APPROVED EQUAL, TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. ALL CONNECTORS, CONNECTIONS, FASTENERS, ETC. USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED OR STAINLESS STEEL. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE KILN DRY. ALL WOOD WALL FRAMING (STUDS, SILLS, PLATES, BRIDGING, BLOCKING ETC. SHALL BE 2x6 SPF#2 OR VERSA-STUD 1.7 2650 AS MANUFACTURED BY BOISE CASCADE. VERSA-COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESS Fb=2,750 PSI, AND MINIMUM AXIAL COMPRESSIVE STRENGTH Fc=3,000 PSI; AND MINIMUM MODULUS OF ELASTICITY (E)=1,800,000 PSI. SIZE OF STUDS AND COLUMNS PER PLAN SPECIFICATIONS. LUMBER WHICH IS SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE, UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: DIMENSIONAL LUMBER (FOR NON-EXPOSED MEMBERS): FLOOR JOISTS & BEAMS: I-JOIST AND LVL PER SPECIFIED MANUFACTURER MODEL AND/OR STRENGTH TYPICAL FRAME WALL STUDS: #2 SPRUCE PINE FIR: FC = 1150 PSI, E = 1.4E6 PSI TIMBERS AND POSTS: PER PLAN SPECIFICATION FOR SIZE AND STRENGTH EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE, GRADE NO. 2 OR BETTER AND PRESSURE TREATED. ALL LAMINATED VENEER LUMBER (LVL) TO HAVE A MINIMUM ALLOWABLE BENDING STRESS (FB) OF 2,600 PSI. THE MINIMUM ALLOWABLE COMPRESSION STRESS (FC) PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHALL BE 1,900,000 PSI. INSTALL LVL'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. REFER TO FRAMING PLANS FOR HIGHER STIFFNESS LVL MEMBERS, IF NOTED AS "LVL (2.0E)", PROVIDE LVL WITH ALLOWABLE BENDING STRESS (Fb) OF 2,600 PSI, AND MODULUS OF ELASTICITY (E) OF 2,000,000 PSI. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION (AFPA), THE TIMBER CONSTRUCTION MANUAL (AITC). ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER, BOISE CASCADE, LOUISIANA PACIFIC CORPORATION OR APPROVED EQUAL. WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS, SET THESE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. FOLLOW MANUFACTURERS' SPECIFICATIONS FOR ERECTION, INSTALLATION, AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. PENETRATIONS THROUGH ENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. UNLESS OTHERWISE NOTED, PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS AS FOLLOWS: INTERIOR WALLS - (2) 2X10 EXTERIOR WALLS - (3) 2X10 UNLESS OTHERWISE NOTED, AT THE ENDS OF ALL BEAMS, HEADERS, AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" AT THE INTERIOR WALLS AND 6" AT THE EXTERIOR WALLS. USE 3/4" THICK TONGUE AND GROOVE "EXTERIOR GRADE" PLYWOOD FLOOR SHEATHING, 5/8" THICK "EXTERIOR GRADE" PLYWOOD ROOF SHEATHING, AND 1/2" "EXTERIOR GRADE" PLYWOOD AT ALL WALLS, UNLESS OTHERWISE SHOWN ON PLANS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. ALL PLYWOOD SHALL BE APA RATED AND CLEARLY STAMPED. PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION. EACH END OF EACH JOIST SHALL BE FULL DEPTH BLOCKED AT THE SUPPORT LOCATION. PROVIDE JOIST BRIDGING AT MID-SPAN AND QUARTER POINTS, OR AS SHOWN ON DRAWINGS. BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT. O.C. SPACING. USE FULLY NAILED METAL CONNECTORS (USP, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. REFER TO FRAMING PLAN FOR CONNECTOR TYPES. ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC., PL 400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL. CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND/OR TO THE EXTERIOR WALLS. ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2X6'S WITH EACH CORNER STAGGER-LAPPED. SILLS AGAINST CONCRETE SHALL BE PRESSURE-TREATED. BUILT-UP BEAMS (3 PIECES MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d ANNULAR RING NAILS AND LVL'S WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12" O.C., OR AS OTHERWISE NOTED ON THE DRAWINGS, OR AS RECOMMENDED BY THE MANUFACTURER. NAILS USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS. ALL NAILS, FASTENERS, AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED. ALL CONNECTORS AND FASTENERS WHICH ARE USED WITH PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL. ALL ROOF RAFTERS SHALL BE ATTACHED TO TOP WALL PLATES WITH SIMPSON H-1, H-10, (OR DRAWING DESIGNATED) TIES, FULLY FASTENED WITH MANUFACTURER'S NAILS. PLYWOOD FLOOR, ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER. MIN. FASTENERS SHALL BE 8d COMMON SIZE, ANNULAR RING NAILS WITH A MINIMUM 1-5/8" PENETRATION INTO EACH FRAME MEMBER (STUD, JOIST, RAFTER, BEAM ETC.). PANEL PERIMETER FASTENING SHALL BE 4" OR 6" ON CENTER STAGGERED (REFER TO SHEAR WALL TYPE OR ROOF OR FLOOR DIAPHRAGM NAILING NOTES ON PLANS), AND SHEAR WALL PANEL FIELD FASTENING SHALL BE 8" OR 12" ON CENTER (OR AS OTHERWISE SHOWN ON DRAWINGS). JOINTS IN ALL SHEATHING SHALL BE STAGGERED, EACH DIRECTION. ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION. ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. IN NO CASE SHALL JOISTS, RAFTERS, BEAMS, POSTS, STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED, DRILLED, OR OTHERWISE MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. WOOD FRAMING NOTES © inghouse 2023ing house , PC P.O. Box 182 MASHPEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net DESIGNED BY: DRAWN BY: PROJECT #: DATE: SCALE:SHEET TITLE:PROJECT TITLE:PROJECT LOCATION:ing house structural design &ingenuity SEAL: AS NOTED PAGE OF14 Beale Way, Barnstable, MALeveroni Residence08/17/2023 ING23043 FOR CONSTRUCTION S-100STRUCTURAL NOTESLJ SM 1 5#DateRevision08/17/2023 1 A 234 5 B C D E 2 S-201 3 S-201 STHD14STHD14STHD14STHD148" CONC. FDN WALL2'-0" x 12" THK. FTG8" CONC. FDN WALL2'-0" x 12" THK. FTG8" CONC. FDN WALL2'-0" x 12" THK. FTG1'-8 1/4"1'-8 1/4" 5'-9"4'-6"5'-9" 16'-0" 8" CONC. FDN WALL 8" CONC. FDN WALL 8" CONC. FDN WALL8" CONC. FDN WALL8" CONC. FDN WALL8" CONC. FDN WALL2'-0" x 12" THK. FTG2'-0" x 12" THK. FTG 2'-0" x 12" THK. FTG2'-0" x 12" THK. FTG2'-0" x 12" THK. FTG 2'-0" x 12" THK. FTG 2'-0" x 12" THK. FTG2'-0" x 12" THK. FTG2'-0" x 12" THK. FTG2'-0" x 12" THK. FTG T.O. FTG @ ELEV. = 93'-8 1/4" T.O. FTG @ ELEV. = 95'-11 3/4" T.O. FTG @ ELEV. = 95'-11 3/4" T.O. FTG @ ELEV. = 95'-11 3/4" T.O. FTG @ ELEV. = 95'-11 3/4"T.O. FTG @ ELEV. = 93'-8 1/4" T.O. FTG @ ELEV. = 93'-8 1/4" T.O. FTG @ ELEV. = 93'-8 1/4" T.O. FTG @ ELEV. = 93'-8 1/4" T.O. FTG @ ELEV. = 93'-8 1/4" T.O. FTG @ ELEV. = 93'-8 1/4" 1'-6"5'-4"2'-4 3/4" 24'-6"20'-0"1'-4 1/4"4'-4"24'-6" 2'-4 1/4"3'-6 3/4"3'-1"10 1/2"20'-0"2'-0"6'-4"20'-0"6'-7 3/4"4'-5"STEP FOOTING14'-8 1/2"2 S-201 2 S-201 2 S-201 3 S-201 4" THK. CONCRETE SLAB, REINFORCE WITH 6x6xW2.1xW2.1 WIRE WELDED FABRIC, PLACE REINFORCING AT CENTER OF SLAB THICKNESS ATOP CHAIR BARS, TYP. SEE ARCH FOR INSULATION AND VAPOR BARRIER, TYP. 4" THK. CONCRETE SLAB, REINFORCE WITH 6x6xW2.1xW2.1 WIRE WELDED FABRIC, PLACE REINFORCING AT CENTER OF SLAB THICKNESS ATOP CHAIR BARS, TYP. SEE ARCH FOR INSULATION AND VAPOR BARRIER, TYP. T.O. CONC. SLAB @ REF. ELEV. = 94'-0 1/4" T.O. FDN @ ELEV. = 99'-8 1/4" T.O. FDN @ ELEV. = 99'-8 1/4" T.O. FDN @ ELEV. = 99'-8 1/4" T.O. FDN @ ELEV. = 99'-8 1/4" T.O. FDN @ ELEV. = 99'-8 1/4" T.O. FDN @ ELEV. = 99'-8 1/4" T.O. FDN @ ELEV. = 99'-8 1/4" C.J. C.J. C.J. C.J.C.J. C.J. C.J. T.O. CONC. SLAB @ REF. ELEV. = 99'-5 3/4" 2'-0"8'-9 3/4"2'-0"8'-4"12" THK. CONCRETE SPREAD FOOTING, REINFORCE W/ (3)-#5 BARS EACH WAY, 3" UP FROM BOTTOM ATOP CHAIR BARS.8" CONC. FDN WALL2" SHELF8" CONC. FDN WALL 8" CONC. FDN WALL8" CONC. FDN WALL 2" SHELF 2" SHELF2" SHELF T.O. FDN @ ELEV. = 99'-8 1/4" T.O. SHELF @ ELEV. = 98'-7 3/4" T.O. FDN @ ELEV. = 99'-8 1/4" T.O. FDN @ ELEV. = 99'-8 1/4" T.O. FDN @ ELEV. = 99'-8 1/4" T.O. SHELF @ ELEV. = 98'-7 3/4" T.O. SHELF @ ELEV. = 98'-7 3/4" T.O. SHELF @ ELEV. = 98'-7 3/4" 1. 2. 3. 4. ALL FULL HEIGHT FOUNDATION WALL REBAR SHALL BE: #5 VERTICAL BARS @ 16" O.C. AND HORIZONTAL BARS @ 16" O.C., TYP., CENTERED IN FOUNDATION WALL; SEE SECTIONS FOR ADDITIONAL BARS AND INFORMATION. PROVIDE #5 DOWELS W/ 90 DEGREE HOOKS AND 24" LAP W/ VERTICAL FOUNDATION REBAR, TYP. ALL 2'-0" WIDE FOOTINGS SHALL BE REINFORCED WITH CONTINUOUS (3)-#5 BARS HORIZONTALLY, SEE SECTIONS FOR DETAILS. ALL TOP OF (T.O.) FOOTING ELEVATIONS SHALL BE LOCATED MIN. 3'-0" BELOW GRADE FOR FROST PROTECTION, TYP. REFER TO STRUCTURAL NOTES FOR REQUIRED CONCRETE STRENGTH AND COMPACTION OF MATERIALS BELOW SLAB ON GRADES. TYPICAL FOUNDATION AND REINFORCING NOTES: STL / 2x BUILT-UP / ENG. WOOD COLUMNS BELOW STL / 2x BUILT-UP / ENG. WOOD COLUMNS ABOVE NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN. FULL DEPTH SOLID BLOCKING, USE ENGINEERED LUMBER MATERIAL, E.G. LVL, LSL, I-JOIST, TOE NAIL EACH END OF BLOCK, TYP. FRAMING HANGER, SEE KEYNOTE FOR DETAILS WALL BELOW WALL ABOVE LEGEND: T.O. REFERENCE ELEVATION (1ST FLOOR SUBFLOOR) = 100'-0", WHICH EQUALS THE SITE ELEVATION = 46.02' REFERENCE ELEVATION RELATION TO SITE ELEVATION: SHEAR WALL HOLD DOWNS: SIMPSON "STHD14" STRAP-TIE HOLDDOWN. PLACE HOLD DOWN IN WALL FORM PRIOR TO PLACING CONCRETE. CONNECT HOLDDOWN W/ (30)-10d COMMON WIRE NAILS (0.148" DIA. x 3 1/4" LONG) TO SHEAR WALL EDGE MEMBERS, TYP. STHD14 © inghouse 2023ing house , PC P.O. Box 182 MASHPEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net DESIGNED BY: DRAWN BY: PROJECT #: DATE: SCALE:SHEET TITLE:PROJECT TITLE:PROJECT LOCATION:ing house structural design &ingenuity SEAL: AS NOTED PAGE OF14 Beale Way, Barnstable, MALeveroni Residence08/17/2023 ING23043 FOR CONSTRUCTION S-200FOUNDATION PLANLJ SM 2 5#DateRevisionSCALE: 1/4" = 1'-0"1FOUNDATION PLAN 08/17/2023 EXTEND 100% OF HORIZONTAL WALL REINFORCING THROUGH CONSTRUCTION JOINT 2x4 CONTINUOUS FORMED VERTICAL KEY WAY PROVIDE V-NOTCH ALL SIDES. FILL SAME AS FOR CONTROL JOINTS CONCRETE WALL CONSTRUCTION JOINT (AS NEEDED) (NOT WITHIN 10 FT OF ANY CORNER) DOWELS TO MATCH ALL HORIZONTAL REINFORCEMENT 2'-0" x 2'-" CORNER BARS TO MATCH HORIZONTAL WALL REINFORCEMENT 40 BAR DIAMETER LAP (TYPICAL) CORNERNOTE: VERTICAL REBAR NOT SHOWN FOR CLARITYINTERSECTION 2'-0" (TYPICAL) DOWELS TO MATCH ALL HORIZONTAL WALL REINFORCEMENT 12" MAX. DIA. OR SQUARE WALLS NOTE: ALL HOLES SHALL BE FORMED OR CORED. IF CORED, ALL CORNERS OF SQUARE OPENINGS SHALL BE CORED FIRST BEFORE SAW CUTTING. OVER CUTS ARE NOTE ALLOWED 30 BAR DIA. MIN. 2" (TYP) (1)-#4 BAR AT EACH SIDE OF OPENING CENTERED ON WALL. (1)-#3 BAR AT EACH CORNER AT MID- DEPTH OF SLAB SLABS 12" MAX. DIA. OR SQUARE2" COVER TYP.2" COVER TYP.30 BAR DIA. MIN.30 BAR DIA. MIN.TT/4SAW CUT OR FORMED CONTROL JOINT - FILL W/ FLEXIBLE EPOXY FILLER (AS SPECIFIED) SPECIFIED WWFREFER TO PLAN FOR DEPTH OF WWF SPECIFIED SUB-BASEPROVIDE CONTROL JOINTS AT LOCATIONS INDICATED ON PLAN CONTROL JOINT 1. 2. 3. NOTES: SAWCUT JOINTS ARE TO BE CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT. PROVIDE CONTRIL JOINTS AT LOCATIONS INDICATED ON PLAN. PROVIDE VAPOR BARRIER & UNDERSLAB INSULATION PER ARCH.TT/4SAW CUT OR FORMED CONTROL JOINTS FILL W/ FLEXIBLE EPOXY FILLER (AS SPECIFIED) EXTEND SPECIFIED WWM 18" MINIMUM THROUGH JOINT TO LAP W/ ADJACENT SLAB MESH. SPECIFIED SUB-BASE CONTINUOUS 1 1/2" x 1 1/2" FORMED KEYWAY CENTERD IN SLAB REFER TO PLAN FOR DEPTH OF WWF SPECIFIED WWF CONSTRUCTION JOINT 40 BAR DIA. (TYPICAL)40 BAR DIA. (TYPICAL)T.O. 1ST100'-0" T.O. FDN99'-8 1/4" AVG GRADE 98'-11 3/4" T.O. SLAB99'-5 3/4" T.O. FTG HI 95'-11 3/4"8" MIN.3'-0" MIN. FROST DEPTH REQUIRED1'-0"10" MIN.2'-0"4"#4 HOOKS @ 32" O.C., TYP. LAP 24" W/ VERTICAL WALL REINFORCING AND HORIZONTAL SLAB REINFORCING IN CENTER OF SLAB, TYP. #5 HORIZONTAL BARS @ 16" O.C., TYP. #5 VERTICAL BARS W/ STANDARD HOOKED ENDS @ 16" O.C., TYP. ALTERNATE SIDES W/ HOOKS, TYP. (3)-#5 CONTINUOUS LONGITUDINAL BARS, EQUALLY SPACED, 3" UP FROM BOTTOM ATOP CHAIR BARS, TYP. 6" MIN. OF 3/4" CRUSHED, COMPACTED ANGULAR STONE ON ACCEPTABLE PROOF ROLLED SOILS OR STRUCTURAL FILL. SEE ARCH FOR INSULATION AND VAPOR BARRIER, TYP. 3/4" THK. APA RATED PLYWOOD FLOOR SHEATHING, CONTINUOUS TO RIM JOIST, TYP. SEE PLAN FOR NAILING REQUIREMENTS, TYP. P.T. 2x6 SLEEPERS @ 16" O.C., TYP. SHEAR WALL SHEATHING: 15/32" THK. APA RATED PLYWOOD SHEATHING, SEE PLAN NOTES FOR SHEAR WALL NAILING REQUIREMENTS, PROVIDE CONTINUOUS BLOCKING AT ALL PANEL EDGES, TYP. NAIL SHEATHIING AT 3" O.C., STAGGERED TO DOUBLE TOP PLATES AND BOTTOM SILL TYP. FILL IN W/ 3/4" PLYWOOD ON EXTERIOR FACE OF DBL SILL PLATES, TYP. SILL PLATE & ANCHOR BOLTS (SEE FOUNDATION PLAN FOR EXCEPTIONS): P.T. (2)-2x8 CONTINUOUS SILL PLATES, FASTEN BOTTOM PLATE W/ 5/8" DIA. A307 GR. "A" ANCHOR BOLTS W/ HEX HEAD @ 3'-6" O.C., TYP. AND 0'-8" FROM EACH END, TYP. PROVIDE MIN. 8" EMBEDMENT DETPTH INTO CONCRETE FOUNDATION WALL. PROVIDE SIMPSON "BPS 5/8-6" BEARING PLATES (H.D.G.) AT EACH ANCHOR BOLT, TYP. SHEATHING & EDGE OF PLATE WASHER, TYP. 1/2" MAX. BTWN. INTERIOR FACE OF 6"2" 8" CONC. FDN WALL T.O. 1ST100'-0" T.O. FDN 99'-8 1/4" AVG GRADE98'-11 3/4" T.O. FTG93'-8 1/4"1'-0"5'-3 1/2"8" MIN.2'-0" 8" CONC. FDN WALL 4"3" CLR.2" CLR.2" CLR.MAX. BTWN PLATE WASHER & SHEATHING = 3/4" SHEAR WALL SHEATHING: 15/32" THK. APA RATED PLYWOOD SHEATHING, SEE PLAN NOTES FOR SHEAR WALL NAILING REQUIREMENTS, PROVIDE CONTINUOUS BLOCKING AT ALL PANEL EDGES, TYP. NAIL SHEATHIING AT 3" O.C., STAGGERED TO DOUBLE TOP PLATES AND BOTTOM SILL TYP. FILL IN W/ 3/4" PLYWOOD ON EXTERIOR FACE OF DBL SILL PLATES, TYP. SILL PLATE & ANCHOR BOLTS (SEE FOUNDATION PLAN FOR EXCEPTIONS): P.T. (2)-2x8 CONTINUOUS SILL PLATES, FASTEN BOTTOM PLATE W/ 5/8" DIA. A307 GR. "A" ANCHOR BOLTS W/ HEX HEAD @ 3'-6" O.C., TYP. AND 0'-8" FROM EACH END, TYP. PROVIDE MIN. 8" EMBEDMENT DETPTH INTO CONCRETE FOUNDATION WALL. PROVIDE SIMPSON "BPS 5/8-6" BEARING PLATES (H.D.G.) AT EACH ANCHOR BOLT, TYP. 3/4" THK. APA RATED PLYWOOD FLOOR SHEATHING, SEE PLAN FLOOR JOISTS, SEE PLAN, TYP. NOTE: WHERE FLOOR JOISTS ARE PARALLEL TO FOUNDATION WALL PROVIDE SOLID BLOCKING @ 4'-0" O.C. IN FIRST (2)-JOISTS BAYS. SIMPSON "ITS2.37/9.5" TOP MOUNT HANGER, SEE PLAN, TYP. #5 VERTICAL DOWELS @ 16" O.C. W/ STD HOOKED ENDS, TYP. NOTE: ALTERNATE SIDES W/ HOOKED ENDS, TYP. #5 HORIZONTAL BARS @ 16" O.C., TYP. PROVIDE CONTINUOUS ASPHALTIC BOND BREAKER OR WRAP UP EDGE OF VAPOR BARRIER ALL AROUND, TYP. SEE PLAN FOR SLAB REINFORCING, TYP. (3)-#5 CONTINUOUS LONGITUDINAL BARS, EQUALLY SPACED, 3" UP FROM BOTTOM ATOP CHAIR BARS, TYP. 6" MIN. OF 3/4" CRUSHED, COMPACTED ANGULAR STONE ON ACCEPTABLE PROOF ROLLED SOILS OR STRUCTURAL FILL. COLUMN & BASE PLATE SOLID 2x BLOCKING SEE PLAN FOR TYPICAL REINFORCING COLUMN, SEE PLAN 12" THICK CONCRETE FOOTING, REFER TO FOUNDATION PLAN FOR SIZE AND REINFORCING 6" (MIN.) OF 3/4" CRUSHED, COMPACTED ANGULAR STONE ON ACCEPTABLE PROOF ROLLED SOILS OR COMPACTED STRUCTURAL FILL SEE PLAN (VARIES)3" CLR TYP.2" CLR TYP.1'-0"T.O. CONCRETE SLAB T.O. SUBFLOOR © inghouse 2023ing house , PC P.O. Box 182 MASHPEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net DESIGNED BY: DRAWN BY: PROJECT #: DATE: SCALE:SHEET TITLE:PROJECT TITLE:PROJECT LOCATION:ing house structural design &ingenuity SEAL: AS NOTED PAGE OF14 Beale Way, Barnstable, MALeveroni Residence08/17/2023 ING23043 FOR CONSTRUCTION S-201FOUNDATION DETAILS & SECTIONSLJ SM 3 5#DateRevisionSCALE: 3/4" = 1'-0"1TYPICAL CONCRETE DETAILS SCALE: 1" = 1'-0"2 TYPICAL FOUNDATION WALL SECTION @ SLAB ON GRADE SCALE: 1" = 1'-0"3 TYPICAL FOUNDATION WALL SECTION SCALE: 3/4" = 1'-0"4TYPICAL SPREAD FOOTING 08/17/2023 1. 2. 3. 4. NEW SUBFLOOR SHEATHING SHALL BE 3/4" THK. APA RATERD T&G PLYWOOD SHEATHING, NAIL W/ 8d ANNULAR RING NAILS @ 6" O.C. AT ALL PANEL EDGES AND IN FIELD, TYP. PROVIDE 8d ANNULAR RING NAILS @ 6" O.C. ALONG FLOOR DIAPHRAGM EDGE, PROVIDE CONSTRUCTION ADHESIVE AT ALL SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZE SQUEAKING. ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED W/ 2x STUDS @ 16" O.C., TYP. PROVIDE FULL DEPTH SOLID BLOCKING BETWEEN FLOOR JOISTS AT ALL BEARING SUPPORTS, WALLS & BEAMS AND WHERE SHOWN ON PLAN, TYP. PROVIDE CODE COMPLIANT GUARD RAILINGS AND STAIR FRAMING SYSTEMS, TYP. FOLLOW AWC-DCA6 GUIDLINES, TYP. FIRST FLOOR FRAMING PLAN NOTES: STL / 2x BUILT-UP / ENG. WOOD COLUMNS BELOW STL / 2x BUILT-UP / ENG. WOOD COLUMNS ABOVE NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN. FULL DEPTH SOLID BLOCKING, USE ENGINEERED LUMBER MATERIAL, E.G. LVL, LSL, I-JOIST, TOE NAIL EACH END OF BLOCK, TYP. FRAMING HANGER, SEE KEYNOTE FOR DETAILS WALL BELOW WALL ABOVE LEGEND: KEYNOTES: SIMPSON "ITS2.37/9.5" TOP MOUNT HANGER, NAIL W/ (4)-10d AT TOP AND (2)-10d AT FACE, USE ALL COMMON WIRE NAILS (0.148" DIA. x 1 1/2" LONG), TYP.1 SIMPSON "ITS3.56/9.5" TOP MOUNT HANGER, NAIL W/ (6)-10d AT TOP, USE ALL COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP.2 FULL HEIGHT (4)-2x6 BUILT UP COLUMN ABOVE, PROVIDE SOLID 2x BLOCKING BETWEEN COLUMN ABOVE AND FOOTING BELOW.3 SHEAR WALL HOLD DOWNS: SIMPSON "HDU4-SDS2.5" HOLDDOWN W/ 5/8" DIA. ANCHOR ROD. DRILL AND EPOXY ANCHOR ROD W/ SIMPSON "SET-3G" OR APPROVED EQUAL EPOXY, PROVIDE MIN. 8" EMBEDMENT DEPTH INTO CONCRETE WALL BELOW, TYP. CONNECT HOLDDOWN W/ (10)-1/4" x 2 1/2" SDS SCREWS TO SHEAR WALL EDGE MEMBERS. HDU4 SIMPSON "STHD14" STRAP-TIE HOLDDOWN. PLACE HOLD DOWN IN WALL FORM PRIOR TO PLACING CONCRETE. CONNECT HOLDDOWN W/ (30)-10d COMMON WIRE NAILS (0.148" DIA. x 3 1/4" LONG) TO SHEAR WALL EDGE MEMBERS, TYP. STHD14 SIMPSON "HDU5-SDS2.5" HOLDDOWN W/ 5/8" DIA. ANCHOR ROD. DRILL AND EPOXY ANCHOR ROD W/ SIMPSON "SET-3G" OR APPROVED EQUAL EPOXY, PROVIDE MIN. 8" EMBEDMENT DEPTH INTO CONCRETE WALL BELOW, TYP. CONNECT HOLDDOWN W/ (14)-1/4" x 2 1/2" SDS SCREWS TO SHEAR WALL EDGE MEMBERS. HDU5 GENERAL SHEAR WALL NOTES: (SHEAR WALLS BELOW THIS LEVEL) ALL EXTERIOR FRAME WALLS AND INTERIOR WALLS WHERE INDICATED SHALL BE CONSTRUCTED AS SHEAR WALLS MEETINGS THE FOLLOWING REQUIREMENTS (2x STUDS @ 16" O.C., TYP.): SHEAR WALL TYPE "A": SHEATH WALL WITH 15/32" THK. APA RATED PLYWOOD SHEATHING, NAIL W/ 8d ANNULAR COMMON WIRE NAILS (NAIL DIA. = 0.131") @ 4" O.C. AT ALL PANEL EDGES AND 8" O.C. IN FIELD. PROVIDE BLOCKING AT ALL PANEL EDGES OR USE FULL HEIGHT SHEATHING PANELS. A 1 A 2345 B C D EP.T. 2x6 SLEEPERS @ 16" O.C., TYP.9 1/2" TJI 230 FLOOR JOISTS @ 16" O.C., TYP.(2)-1 3/4" x 9 1/2" LVL (2.0E) 11 1 12 2 TYP. TYP. TYP.TYP. TYP. CRAWL SPACE ACCESS 3 FRAME ABOVE 1'-9" PORTAL FRAME ABOVE 1'-9" PORTALSTHD14STHD14STHD14STHD14HDU4HDU4HDU4HDU4HDU4HDU5HDU5A DOUBLE SIDED SHEAR WALL ABOVE NOTE: SEE ARCH. FOR FIREPROOFING REQUIREMENTS OF 1ST FLOOR FRAMING SYSTEM ABOVE CRAWL SPACE AREAS. 2 (2)-1 3/4" x 9 1/2" LVL (2.0E) BULK-HEAD, SEE ARCH. 2-PLY 3-PLY 4-PLY 2-ROWS OF 16d NAILS @ 12" O.C. 3-ROWS OF 16d NAILS @ 12" O.C., EA. FACE, TYP. 2-ROWS OF 6 3 /4" LONG TRUSSLOK SCREWS @ 16" O.C., EA. FACE, TYP. NOTE: REFER TO PLANS FOR BOLTED OR OTHERWISE SPECIFIED PLY CONNECTIONS, TYP. 2-PLY 3-PLY 10d NAILS @ 6" O.C. STAGGERED 16d NAILS @ 6" O.C., STAGGERED, EA. SIDE, TYP.2" MIN.2" MIN.2" MIN.2" MIN.2" MIN.EXISTING DOUBLE (OR MIN. SINGLE) WALL TOP PLATE, CONNECT W/ 6" LONG TIMBERLOK SCREWS @ 8" O.C., STAGGERED, TYP.SIMPSON ST6224 STRAP AT INSIDE FACE OF FRAME WALL, TYP. SIMPSON ST6224 STRAP AT INSIDE FACE OF FRAME WALL, ONLY IF LVL IS CONTINUOUS ON THIS SIDE! FASTEN SHEATHING TO HEADER WITH 8d ANNULAR RING NAILS IN 3" GRID PATTERN AND 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, SILLS), TYP. 1/2" THICK WOOD STRUCTURAL PANEL SHEATHING VERSA-LAM POSTS, SEE PLAN SEE PLAN CONTINUOUS LVL HEADER, SEE PLAN 1. 2. 3. 4. NOTES: CONNECT PLIES OF LVL BEAM W/ (2)-ROWS OF 3 5/8" LONG TRUSSLOK SCREWS @ 24" O.C., FASTENERS INSTALLED ON BOTH FACE OF BEAM, PROVIDE 2" EDGE DISTANCE TOP AND BOTTOM, TYP. REFER TO TYP. FOUNDATION SECTION & FOUNDATION PLAN FOR FOUNDATION ANCHORS & HOLD-DOWN CONNECTIONS. PROVIDE MIN. OF (2) ANCHOR BOLTS AT EACH PORTAL FRAME SEGMENT, CONNECTING THE TYP. (2)-2x SILL PLATES TO THE FOUNDATION. (ONLY WHERE PORTAL FRAME IS DIRECTLY CONNECTED TO THE FOUNDATION WALL, E.G. GARAGE WITHOUT A FRAMED FLOOR SYSTEM) IF NECESSARY TO SPLICE PANELS, ALL EDGES SHALL BE BLOCKED W/ SOLID 2x BLOCKING, AND OCCUR WITHIN 24" OF THE PORTAL FRAME MID-HEIGHT. NAIL W/ 8d ANNULAR RING NAILS @ 3" O.C. AT SPLICE PANEL EDGES, TYP.© inghouse 2023ing house , PC P.O. Box 182 MASHPEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net DESIGNED BY: DRAWN BY: PROJECT #: DATE: SCALE:SHEET TITLE:PROJECT TITLE:PROJECT LOCATION:ing house structural design &ingenuity SEAL: AS NOTED PAGE OF14 Beale Way, Barnstable, MALeveroni Residence08/17/2023 ING23043 FOR CONSTRUCTION S-202FIRST FLOOR FRAMING PLANLJ SM 4 5#DateRevisionSCALE: 1/4" = 1'-0"11ST FLOOR FRAMING PLAN SCALE: 1" = 1'-0"2 TYPICAL BEAM PLIES SCALE: 1/2" = 1'-0"3 TYPICAL PORTAL FRAME 08/17/2023 1. 2. 3. ALL NEW ROOF SHEATHING (UNBLOCKED DIAPHRAGM W/ PANEL LONG AXIS PERPENDICULAR TO ROOF RAFTERS, STAGGER JOINTS) SHALL BE 5/8" THK. APA RATED SHEATHING, NAILED W/ 8d ANNULAR RING NAILS (DIA. = 0.131" x 2 1/2" LONG) @ 4" O.C. AT BOTH PANEL EDGES AND IN FIELD. ROOF DIAPHRAGM EDGE NAILING SHALL BE 8d ANNULAR RING NAILS (NAIL DIA. = 0.131" x 2 1/2" LONG) @ 3" O.C., TYP. (INTO CENTER OF RAKE RAFTERS). CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS (AT ALL EXTERIOR WALLS) WITH SIMPSON "H2.5A" HURRICANE TIES, TYP. PROVIDE WEB BLOCKING AT I-JOIST RAFTERS, TYP. ROOF FRAMING PLAN NOTES: STL / 2x BUILT-UP / ENG. WOOD COLUMNS BELOW STL / 2x BUILT-UP / ENG. WOOD COLUMNS ABOVE NOTE: MIN. NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN. FULL DEPTH SOLID BLOCKING, USE ENGINEERED LUMBER MATERIAL, E.G. LVL, LSL, I-JOIST, TOE NAIL EACH END OF BLOCK, TYP. FRAMING HANGER, SEE KEYNOTE FOR DETAILS WALL BELOW WALL ABOVE LEGEND: SIMPSON "LRU28Z" FACE MOUNT HANGER, NAIL W/ (6)-10d AT FACE AND (5)-10d AT RAFTER, USE ALL COMMON WIRE NAILS (0.148" DIA. x 3" LONG), TYP. KEYNOTES: 1 FULL HEIGHT (3)-2x6 COLUMN BELOW, ATTACH TO LVL RIDGE BEAM W/ (2)-SIMPSON "H2.5A" HURRICANE TIES, TYP.2 (3)-2x6 KNEE POST BELOW. ATTACH TO LVL RIDGE BEAM ABOVE AND LVL HEADER BELOW W/ (2)-SIMPSON "H2.5A" HURRICANE TIES AT EACH END.3 FULL HEIGHT (4)-2x6 COLUMN BELOW, ATTACH TO LVL RIDGE BEAM W/ (2)-SIMPSON "H2.5A" HURRICANE TIES, TYP.4 GENERAL SHEAR WALL NOTES: (SHEAR WALLS BELOW THIS LEVEL) ALL EXTERIOR FRAME WALLS AND INTERIOR WALLS WHERE INDICATED SHALL BE CONSTRUCTED AS SHEAR WALLS MEETINGS THE FOLLOWING REQUIREMENTS (2x STUDS @ 16" O.C., TYP.): SHEAR WALL TYPE "A": SHEATH WALL WITH 15/32" THK. APA RATED PLYWOOD SHEATHING, NAIL W/ 8d ANNULAR COMMON WIRE NAILS (NAIL DIA. = 0.131") @ 4" O.C. AT ALL PANEL EDGES AND 8" O.C. IN FIELD. PROVIDE BLOCKING AT ALL PANEL EDGES OR USE FULL HEIGHT SHEATHING PANELS. A 1 A 2345 B C D E(2)-1 3/4" x 14" LVL (2.0E)(2)-1 3/4" x 14" LVL (2.0E) (2)-2x8 (2)-2x8(2)-2x8 (2)-2x8 (2)-2x8(2)-2x8 (2)-2x8 (2)-2x8(2)-2x8(3)-1 3/4" x 11 7/8" LVL (2.0E)(2)-2x8(2)-2x8(2)-2x8(2)-2x8 (2)-2x8 (2)-2x8(2)-2x82x8 ROOF RAFTERS @ 16" O.C., TYP. 1 1 1 1 22 2 3 TYP. TYP. TYP. TYP.2x8 ROOF RAFTERS @ 16" O.C., TYP.2x102x10 2x 1 0 2x 1 0 4LAP RAFTERS & JOISTS AT WALL TOP PLATE & NAIL W/ (6)-10d COMMON WIRE NAILS, TYP. AT CONNECTOR 2x8 ROOF RAFTERS @ 16" O.C., TYP.@ CONNECTOR 2x6 CEILING JOISTS @ 16" O.C., TYP.@ CONNECTOR FRAME BELOW 1'-9" PORTAL FRAME BELOW 1'-9" PORTAL A DOUBLE SIDED SHEAR WALL BELOW 12 SEE ARCH TYPICAL SHEAR WAL EDGE NAILING SIMPSON HURRICANE TIES AT EACH ROOF RAFTER, SEE PLAN, TYP. 5/8" THK. APA RATED PLYWOOD ROOF SHEATHING, SEE PLAN NOTES FOR NAILING REQUIREMENTS HEADER, SEE ROOF FRAMING PLAN; REFER TO TYP. PLY CONNECTION DETAILS FOR BEAMS ROOF RAFTERS, SEE PLAN CONNECT MIN. SINGLE CONTINUOUS TOP PLATE VIA 4" LONG TIMBERLOCK SCREWS (USE 6" IF DOUBLE TOP PLATE), STAGGERED @ 8" O.C. TO HEADER NOTE: CELING JOISTS NOT SHOWN FOR CLARITY, SEE ROOF PLAN 12 SEE ARCH TYPICAL SHEAR WAL EDGE NAILING SIMPSON HURRICANE TIES AT EACH ROOF RAFTER, SEE PLAN, TYP. 5/8" THK. APA RATED PLYWOOD ROOF SHEATHING, SEE PLAN NOTES FOR NAILING REQUIREMENTS 2x STUD WALL W/ STUDS @ 16" O.C., TYP. ROOF RAFTERS, SEE PLAN NOTE: CELING JOISTS NOT SHOWN FOR CLARITY, SEE ROOF PLAN 5/8" THICK ROOF SHEATHING, SEE PLAN FOR TYPICAL NAILING REQUIREMENTS ROOF DIAPHRAGM EDGE NAILING W/ 8d ANNUAR NAILS @ 3" O.C. TO 2xRAKE RAFTER, TYP. SHEAR WALL EDGE NAILING W/ 8d ANNULAR RING NAILS @ 3" O.C. STAGGERED TO DOUBLE 2x RAKE RAFTER, TYP. 1/2" APA RATED PLYWOOD WALL SHEATHING, CONTINUOUS TO TOP EDGE OF RAKE RAFTERS, TYP. 2x STUD WALL W/ STUDS @ 16" O.C., TYP., NOTCH STUD AT RAKE RAFTER, TYP. NOTE: RAKE TRIM DETAILS & ROOF OVERHANG FRAMING NOT SHOWN, SEE ARCH. ROOF RAFTERS, SEE PLAN FULL DEPTH SOLID BLOCKING @ 4'-0" O.C. AT FIRST BAY ALONG RAKE RAFTER, TYP. DISTRIBUTED ALONG THIS LENGTH 4'-0" MIN. LENGTH BETWEEN ANY PLATE JOINT REQUIRED NUMBER OF NAILS MAY BE (8)-16d (OR STRAP) AT EACH SIDE OF EACH JOINT U.N.O. WALL FRAMING STUDS, TYP. @ 16" O.C. DOUBLE 2x TOP PLATES, TYP. HEADER PER PLAN (1)-2x6 FULL HEIGHT KING STUD (2)-2x6 JACK STUDS (U.N.O.) ATTACH TO KING STUD W/ 16d NAILS @ 4" O.C. STAGGERED AND ALTERNATE SIDES © inghouse 2023ing house , PC P.O. Box 182 MASHPEE, MA 02649 phone: 508-221-2980 web: www.inghouse.net DESIGNED BY: DRAWN BY: PROJECT #: DATE: SCALE:SHEET TITLE:PROJECT TITLE:PROJECT LOCATION:ing house structural design &ingenuity SEAL: AS NOTED PAGE OF14 Beale Way, Barnstable, MALeveroni Residence08/17/2023 ING23043 FOR CONSTRUCTION S-203ROOF FRAMING PLANLJ SM 5 5#DateRevisionSCALE: 1/4" = 1'-0"1ROOF FRAMING PLAN SCALE: 1" = 1'-0"2 TYPICAL EVE AT HEADER SCALE: 1" = 1'-0"3 TYPICAL EVE AT WALL SCALE: 1" = 1'-0"4 TYPICAL RAKE DETAIL SCALE: 1" = 1'-0"5 TYPICAL TOP PLATE SPLICE SCALE: 1" = 1'-0"6 TYPICAL HEADER SUPPORT 08/17/2023 14 Beale Way Barnstable SPECIFICATIONS 14 Beale Way, Barnstable Proposed Siding 16” Clear Natural White Cedar Shingles 5” max exposed to the weather Cedar Mill SBC, Maibec or equivalent 14 Beale Way, Barnstable Exterior Lanterns at Front Entry Door & Rear Entry Door This CCWSBTM Cape Cod Wall Small Bottom Ring Nautical Wall Lantern is one of our newest most popular designs, and is made right here in Chatham by a native Cape Codder! The Fresnel lens casts a beautiful pattern. This Lantern accommodates up to one 75 Watt Bulb, and comes apart easily for cleaning the glass and bulb replacement. It can also be made with a cage; please call for pricing. Overall Dimensions: 8.5H x 4.75W x 5.25D 14 Beale Way, Barnstable Proposed Asphalt Roof Material Color – Weathered Wood 14 Beale Way, Barnstable Proposed Exterior Trim - Azek PVC Painted White Window Casing – 1” x 5” PVC flat stock Door Casing – 1” x 5” PVC flat stock Corner Boards – 1” x 6” PVC flat stock Rakes 1st Member – 1” x 6” PVC flat stock Rakes 2nd Member – 1” x 3” PVC flat stock 400 SERIES CASEMENT WINDOW Interior Exterior Summary Product ID#CX145 Unit Width 31 1/2" Unit Height 52 13/16" Interior Color White Glass Low-E4® Glass Prole Style Traditional Hardware Traditional Folding, White Grille Pattern Colonial Grille Width 7/8" Exterior Color Black Exterior Trim Prole None Can we point you in the right direction? We're here to help.Feedback14 Beale Way, Barnstable Proposed Andersen CX145 Window All Windows & Doors  Awning  Remove From My Favorites Excellent choice We like your style Clear my choices   Remove From My Favorites All of your window details  Share My Design Print Product ID#AW21 Unit Width 24 1/8" Unit Height 28 3/8" Interior Color White Glass Low-E4® Glass Prole Style Traditional Hardware Traditional Folding, White Grille Pattern Colonial Grille Width 7/8" Exterior Color Black INTERIOR EXTERIOR Sizing Prole Interior Hardware Grilles Exterior Trim Glass Summary Previous Request a Quote  400 SERIES AWNING WINDOW LEARN DESIGN IT TECH SPECS Feedback14 Beale Way, Barnstable Proposed Andersen AW21 Window https://www.andersenwindows.com/ideas-and-inspiration/design-tool/?#/2ab8a785-a71e-45a6-8ae9-0e8173b4b775/7?configuration=Single Door&fra…1/2 Looking for more inspiration? Sign-up for emails  PANEL STYLE #102 STRAIGHTLINE GLASS PANEL Interior Exterior Summary Conguration Single Door Interior Color White Glass Low-E4® Glass Hardware Albany, White Grille Pattern Colonial Grille Width 7/8" Exterior Black Feedback14 Beale Way, Barnstable Proposed Andersen FWH3168 Front Entry Door All Windows & Doors  Casement Windows 400 SERIES CASEMENT WINDOW   Add To My Favorites All of your window details  Share My Design Print Product ID#CX135 Unit Width 31 1/2" Unit Height 40 13/16" Interior Color White Glass Low-E4® Glass Prole Style Traditional INTERIOR EXTERIOR Sizing Prole Interior Hardware Grilles Exterior Trim Glass Summary Previous Request a Quote Can we point you in the right direction? We're here to help.Feedback14 Beale Way, Barnstable Proposed Andersen CX135 Window 400 SERIES CASEMENT WINDOW Interior Exterior Summary Product ID#CX135 Unit Width 31 1/2" Unit Height 40 13/16" Interior Color White Glass Low-E4® Glass Prole Style Traditional Hardware Traditional Folding, White Grille Pattern Colonial Grille Width 7/8" Exterior Color Black Exterior Trim Prole None Hardware Traditional Folding, White Grille Pattern Colonial Grille Width 7/8" Exterior Color Black Exterior Trim Prole None *Products designed in this tool are for visualization purposes only and are not intended to be a complete, accurate representation of the actual product ordered. For exact color and product options, please view samples available at your local Andersen window & door supplier. EXPLORE OTHER CASEMENT WINDOWS Request a Quote  CASEMENT 100 SERIES 3.8 CASEMENT E-SERIES 4.3 direction? Yes, please No thanks Can we point you in the right direction? We're here to help.Feedback https://www.andersenwindows.com/windows-and-doors/windows/single-hung-and-double-hung-windows/400-series-tilt-wash-double-hung-window/#/a…1/5 All Windows & Doors  Double-Hung & Single-Hung 400 SERIES DOUBLE-HUNG WINDOW LEARN DESIGN IT TECH SPECS INTERIOR EXTERIOR Sizing Interior Hardware Grilles Exterior Trim Glass Summary Previous Request a Quote Can we point you in the right direction? We're here to help.Feedback14 Beale Way, Barnstable Proposed Andersen TW2446 Window 9/18/23, 12:58 PM 400 Series Tilt-Wash Double-Hung Window | Andersen Windows https://www.andersenwindows.com/windows-and-doors/windows/single-hung-and-double-hung-windows/400-series-tilt-wash-double-hung-window/#/a…2/5 400 SERIES TILT WASH DOUBLE-HUNG WINDOW Interior Exterior Summar y Product ID#TW2446 Unit Width 29 5/8" Unit Height 56 7/8" Interior Color White Glass Low-E4® Glass Hardware Standard Lock and Keeper, White Optional Hardware None Grille Pattern Colonial - Top Sash Only  Add To My Favorites All of your window details  Share My Design Print Product ID#TW2446 Unit Width 29 5/8" Unit Height 56 7/8" Interior Color White Glass Low-E4® Glass Hardware Standard Lock and Keeper, White Optional Hardware None Grille Pattern Colonial - Top Sash Only Grille Width 7/8" Exterior Color Black Exterior Trim Prole None Exterior Trim Color Black *Products designed in this tool are for visualization purposes only and are not intended to be a complete, accurate representation of the actual product ordered. For exact color and product options, please view samples available at your local Andersen window & door supplier. Request a Quote  direction? Yes, please No thanks Can we point you in the right direction? We're here to help.Feedback 9/18/23, 12:58 PM Grille Width 7/8" Exterior Color Black Exterior Trim Prole None Exterior Trim Color Black 14 Beale Way Proposed Seamless 5” K-Style Aluminum Gutters Color – White BALTIMORE, MD 21224 279012 MALFA, TODD M & ERENI A GLEASON- 3700 TOONE STREET APT 2416 Property ID: BARNSTABLE, MA 02630 279013 BOYD, JUDITH B ESTATE OF 26 BEALE WAY Property ID: BARNSTABLE, MA 02630 279014 LEVERONI, MAUREEN E 2886 MAIN STREET Property ID: BOX 555 BARNSTABLE, MA 02630 279015 KAESS, H WALTER TR JUDITH KAESS TRUST OF 7/18/2000 Property ID: BARNSTABLE, MA 02630 279053 GAGE, PAUL R & LISA M 2905 MAIN ST Property ID: 2895 MAIN STREET BARNSTABLE, MA 02630 279054 POWERS, ANDREW B TR 2895 MAIN STREET REALTY TRUST Property ID: