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Home My WebLink AboutCertificate of Appropraiteness for Comm ittee use only By a vote o Conditions of Approval This Certificate is hereby APPROVED 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 grayce.rogers@town.barnstable.ma.us APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made, with six (6) complete, colored sets, 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 DENIED 350-017 Jeffrey Viamari 413-478-2300 134 Country Club Dr Barnstable 134 COUNTRY CLUB DRIVE YARMOUTH PORT MA 02675 Sunrun Installation Services 978-793-7881 695 Myles Standish BLVD Taunton MA 02780 eastmapermits@sunrun.com jeff@badinfluencesportfishing.com Installation of a flush mounted rooftop solar system. 22 panels or 7.48 KW DC to be installed on the front of the home facing public view 07/22/2022 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 Tri m material Wood Other specify Size of cornerboards Size of casings (1X4 min) Color Rakes 1st member 2nd Member Depth of overhang Window s: Make/Model Material Color Window Grills Divided Light Exterior Glued Grills Grills Between Glass Remo vable 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) CHECKLIST – CERTIFICATE OF APPROPRIATENESS Please com plete 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 windo w (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 submit ted Photographs of all building elevation affected b y any proposed alterations Plans 2 full scale plans, plus 4 copies of the plan at reduced scale to fit 8.5x11 or 11x17 paper Co mpany 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, sho wing 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 sho wing 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 sho wing 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 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 accessor y 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 comm ercial building plans must have an original signature and stamp, if any, by a registered Architect, mem ber of AIBD, or a licensed Massachusetts Hom e 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 in cluding height from the natural grade adjacent to the Building to the top of the ridge; location and elevatio n of finished grade, roof pitch (s) dormer setbacks; trim style, windo w And door styles. Changes to existing building must be clouded on drawings. Windo w 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 o f 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 SOLAR PANEL SUPPLEMENT STRUCTURE ONE STRUCTURE TYPE Ho me Garage Barn ELEVATION PLACEM ENT North ROOF M EASUREM ENTS South East West Length SOLAR PANEL M EASUREM ENTS Height Pitch Length SOLAR PANEL TYPE & FINISH Depth Width Color Finish (matte or glossy) STRUCTURE TWO STRUCTURE TYPE Ho me Garage Barn ELEVATION PLACEM ENT North ROOF M EASUREM ENTS South East West Length SOLAR PANEL M EASUREM ENTS Height Pitch Length SOLAR PANEL TYPE & FINISH Depth Width T ype Roof Mounted Ground Mounted Canopy/Carport System Color Finish (matte or glossy) Solar Co mpany Phone Solar representative Print Name Signature Date 5.5 feet 3.3 feet 2 inches Black Glossy SIGN SUPPLEMENT PROJECT TYPE New Minor Change to Existing Sign Replace Existing Color Replace Existing Sign with New MOUNTING TYPE Post Mount Post Mount Installation Type Surface Installation Direct Burial Installation Wall/Surface Mount Mounting type Elevation affixed to ASTHETICS Size Material Lettering (style) Color Post/Mount Material Color Height to Crossbar Single Faced Double Faced LIGHTING Will the sign be lit Yes No T ype of Lighting Placement of Lighting ADDITIONAL INFORM ATION 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 JEFFREY VIAMARI 134 COUNTRY CLUB DR, BARNSTABLE, MA, 02675 PROJECT NUMBER: 223R-134VIAM CUSTOMER RESIDENCE: TEL. (413) 478-2300 APN: BARN-000350-000000-000017 #180120 This view would be headed south on Country Club Dr. This view is from directly in front of the residence on Country Club Dr.This is an aerial view, please the proposed PV solar panels are The two arrays on the roof planes facing west. HISTORICAL REVIEW RENDERING COVER SHEET SCOPE OF WORK GENERAL NOTES REV NAME DATE COMMENTS A AC AFCI AZIM COMP DC (E) ESS EXT INT MAG MSP (N) NTS OC PRE-FAB PSF PV RSD TL TYP V W AMPERE ALTERNATING CURRENT ARC FAULT CIRCUIT INTERRUPTER AZIMUTH COMPOSITION DIRECT CURRENT EXISTING ENERGY STORAGE SYSTEM EXTERIOR INTERIOR MAGNETIC MAIN SERVICE PANEL NEW NOT TO SCALE ON CENTER PRE-FABRICATED POUNDS PER SQUARE FOOT PHOTOVOLTAIC RAPID SHUTDOWN DEVICE TRANSFORMERLESS TYPICAL VOLTS WATTS PAGE REV: A 7/15/2022 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 JEFFREY VIAMARI 134 COUNTRY CLUB DR, BARNSTABLE, MA, 02675 PROJECT NUMBER: 223R-134VIAM SHEET DESIGNER: NIKESH CHAUHAN CUSTOMER RESIDENCE: TEL. (413) 478-2300 APN: BARN-000350-000000-000017 #180120 (415) 580-6920 ex3 TABLE OF CONTENTS PAGE #DESCRIPTION PV-1.0 COVER SHEET PV-2.0 SITE PLAN PV-3.0 LAYOUT PV-4.0 ELECTRICAL PV-5.0 SIGNAGE PV-1.0 LEGEND AND ABBREVIATIONS SCALE: NTS MAIN PANEL INVERTER(S) AC DISCONNECT(S) DC DISCONNECT(S) PV LOAD CENTER SUB-PANEL CB ATTIC VENT FLUSH ATTIC VENT PVC PIPE VENT SATELLITE DISH T-VENT CHIMNEY FIRE SETBACKS SUNRUN METER METAL PIPE VENT DEDICATED PV METER SERVICE ENTRANCE IQ COMBINER BOX HARDSCAPE PROPERTY LINEINTERIOR EQUIPMENT SHOWN AS DASHED PL SOLAR MODULES SNR MOUNT & SKIRT SNR MOUNT MP SP SM PM INV AC DC LC SE VICINITY MAP • SYSTEM SIZE: 7480W DC, 6000W AC • MODULES: (22) JA SOLAR: JAM60S10-340/MR • INVERTERS: (1) SOLAREDGE TECHNOLOGIES: SE6000H-USSN • RACKING: RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE DETAIL SNR-DC-00436 • ALL WORK SHALL COMPLY WITH MA 9th Ed. CMR 780 (2015 IRC/IBC/IEBC), MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2020. • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2020. • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II MODULES, ARE CLASS A FIRE RATED. • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 10.46 AMPS MODULE SHORT CIRCUIT CURRENT. • 16.34 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. • PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(B)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION #SSTAMPCS #ESTAMPCS • EXISTING SOLAR SYSTEM INSTALLED. PL PL PL PLPLPL PL PL PAGE REV: A 7/15/2022 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 JEFFREY VIAMARI 134 COUNTRY CLUB DR, BARNSTABLE, MA, 02675 PROJECT NUMBER: 223R-134VIAM SHEET DESIGNER: NIKESH CHAUHAN CUSTOMER RESIDENCE: TEL. (413) 478-2300 APN: BARN-000350-000000-000017 #180120 (415) 580-6920 ex3 SITE PLAN ARRAY PITCH PV AREA (SQFT) AR-01 44°126.7 AR-02 44°271.6284° TRUE AZIM MAG AZIM 298°284° 298° PV-2.0 #SSTAMPSP #ESTAMPSP SITE PLAN - SCALE = 1/16" = 1'-0"SITE PLAN DETAIL - SCALE = 1/64" = 1'-0" (E) RESIDENCE (N) ARRAY AR-01 (N) ARRAY AR-02 (E) FENCECOUNTRY CLUB DR(E) POOL (E) DETACHED STRUCTURE (E) FENCE (E)PV ARRAYSE MP INV ACPM INV LC PM AC (E) RESIDENCE PAGE REV: A 7/15/2022 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 JEFFREY VIAMARI 134 COUNTRY CLUB DR, BARNSTABLE, MA, 02675 PROJECT NUMBER: 223R-134VIAM SHEET DESIGNER: NIKESH CHAUHAN CUSTOMER RESIDENCE: TEL. (413) 478-2300 APN: BARN-000350-000000-000017 #180120 (415) 580-6920 ex3 D1 - AR-01 - SCALE: 3/16" = 1'-0" AZIM: 284° PITCH: 44° D2 - AR-02 - SCALE: 3/16" = 1'-0" AZIM: 284° PITCH: 44° PV-3.0 LAYOUT #SSTAMP ROOF INFO FRAMING INFO ATTACHMENT INFORMATION Name Type Height Type Max Span OC Spacing Detail Max Landscape OC Spacing Max Landscape Overhang Max Portrait OC Spacing Max Portrait Overhang Configuration AR-01 COMP SHINGLE - RLU 1-Story 2X10 RAFTERS 7' - 3"16"RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE DETAIL SNR-DC-00436 5' - 4"2' - 1"4' - 0"2' - 0"STAGGERED AR-02 COMP SHINGLE - RLU 1-Story 2X10 RAFTERS 10' - 5"16"RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE DETAIL SNR-DC-00436 5' - 4"2' - 1"4' - 0"2' - 0"STAGGERED DESIGN CRITERIA MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD: 30 PSF WIND SPEED: 140 MPH 3-SEC GUST. S.S.LAG SCREWS: 5/16": 2.5" MIN EMBEDMENT STRUCTURAL NOTES: ·INSTALLERS SHALL NOTIFY ENGINEER OF ANY POTENTIAL STRUCTURAL ISSUES OBSERVED PRIOR TO PROCEEDING W/ INSTALLATION. ·IF ARRAY (EXCLUDING SKIRT) IS WITHIN 12" BOUNDARY REGION OF ANY ROOF PLANE EDGES (EXCEPT VALLEYS), THEN ATTACHMENTS NEED TO BE ADDED AND OVERHANG REDUCED WITHIN THE 12" BOUNDARY REGION ONLY AS FOLLOWS: ··ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS TO BE REDUCED BY 50% ··ALLOWABLE OVERHANG INDICATED ON PLANS TO BE 1/5TH OF ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS SEE SITE PLAN FOR NORTH ARROW 4'-1" 13'-3" 1'-8" 4'-2"11'-2"1' 5'-4"TYP 1'16'-9"4'-7" 2'-2" 19'-11" 1'-3" 5'-4"TYP PRREOEFE NIS GSNIOE N LA OF M H ATLSASEA CWHNUOSMETMTOSCVINCENT MWUMVANEZA CIVIL NO. 54772 STRUCTURAL ONLY M 240V METER SOCKET 100A CONTINUOUS (N) MA SMART UTILITY REVENUE METER UTILITY SIDE OF CIRCUIT CONNECTS TO TOP LUGS - (LINE AT TOP LOAD AT BOTTOM) FACILITY GROUND FACILITY LOADS EXISTING 200A MAIN BREAKER EXISTING 200A MAIN PANEL SUPPLY SIDE TAP (N) LOCKABLE BLADE TYPE FUSED AC DISCONNECT 80A FUSES SQUARE D D223NRB 3R, 1000A 120/240VAC M METER #: EVERSOURCE 2995293 120/240 VAC SINGLE PHASE SERVICE UTILITY GRID 4 4 (N) 125A PV LOAD CENTER (E) 40A BREAKER (A) (N) 35A BREAKER (B) JUNCTION BOX OR EQUIVALENT 12 SOLAREDGE TECHNOLOGIES: SE6000H-USSN WITH REVENUE GRADE METERING 6000 WATT INVERTER LOAD RATED DC DISCONNECT WITH AFCI, RAPID SHUTDOWN COMPLIANT PV MODULES JA SOLAR: JAM60S10-340/MR (22) MODULES OPTIMIZERS WIRED IN: (1) SERIES OF (11) OPTIMIZERS (1) SERIES OF (11) OPTIMIZERS SOLAREDGE POWER OPTIMIZERS P370 E 3 NOTE: TOTAL PV BACKFEED = 71A USED FOR INTERCONNECTION CALCULATIONS SELECT PULLDOWN FOR # OF STRINGS(E) JUNCTION BOX OR EQUIVALENT EXISTING SYSTEM M (E) PV PRODUCTION METER E E E (1) SolarEdge Technologies: SE7600H-US000BNC4 7600 WATT INVERTER PV MODULES JINKO SOLAR: JKM325M-60HBL (26) MODULES (E) LOCKABLE BLADE TYPE AC DISCONNECT E 4 SQUARE D DU222RB 3R, 60A,2P 120/240VAC CONDUIT SCHEDULE #CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (4) 10 AWG PV WIRE NONE (1) 10 AWG BARE COPPER 2 3/4" EMT OR EQUIV.(4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV.(2) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 4 1" EMT OR EQUIV.(2) 4 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 E EXISTING PAGE REV: A 7/15/2022 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 JEFFREY VIAMARI 134 COUNTRY CLUB DR, BARNSTABLE, MA, 02675 PROJECT NUMBER: 223R-134VIAM SHEET DESIGNER: NIKESH CHAUHAN CUSTOMER RESIDENCE: TEL. (413) 478-2300 APN: BARN-000350-000000-000017 #180120 (415) 580-6920 ex3 PV-4.0 ELECTRICAL #ESTAMP SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: SYSTEM OPEN CIRCUIT VOLTAGE: SYSTEM OPERATING VOLTAGE: MAX ALLOWABLE DC VOLTAGE: SYSTEM OPERATING CURRENT: SYSTEM SHORT CIRCUIT CURRENT: 7480 W 11 V 400 V 500 V 19.68 A 30 A P370 OPTIMIZER CHARACTERISTICS: MIN INPUT VOLTAGE: 8 VDC MAX INPUT VOLTAGE: 60 VDC MAX INPUT ISC: 11 ADC MAX OUTPUT CURRENT: 15 ADC MODULE CHARACTERISTICS JA SOLAR: JAM60S10-340/MR: OPEN CIRCUIT VOLTAGE: MAX POWER VOLTAGE: SHORT CIRCUIT CURRENT: 340 W 41.55 V 34.73 V 10.46 A PAGE REV: A 7/15/2022 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 JEFFREY VIAMARI 134 COUNTRY CLUB DR, BARNSTABLE, MA, 02675 PROJECT NUMBER: 223R-134VIAM SHEET DESIGNER: NIKESH CHAUHAN CUSTOMER RESIDENCE: TEL. (413) 478-2300 APN: BARN-000350-000000-000017 #180120 (415) 580-6920 ex3 SIGNAGE PV-5.0 #ESTAMP MAXIMUM AC OPERATING CURRENT: NOMINAL OPERATING AC VOLTAGE: 25.00 AMPS 240 VAC LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): NEC 2020: 690.54 PV SYSTEM DISCONNECT WARNING! DO NOT RELOCATE THIS OVERCURRENT DEVICE POWER SOURCE OUTPUT CONNECTION LABEL LOCATION: ADJACENT TO PV BREAKER AND ESS OCPD (IF APPLICABLE). PER CODE(S): NEC 2020: 705.12(B)(3)(2) NOTES AND SPECIFICATIONS: ·SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. ·SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. ·LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. ·LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. ·SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. ·DO NOT COVER EXISTING MANUFACTURER LABELS. SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SOLAR ELECTRIC PV PANELS TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. LABEL LOCATION: ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S): NEC 2020: 690.56(C) 4" 3" ELECTRICAL SHOCK HAZARD WARNING TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: INVERTER(S), AC/DC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): NEC 2020: 690.13(B) !INVERTER 1 PHOTOVOLTAIC DC DISCONNECT MAXIMUM SYSTEM VOLTAGE:VDC480 LABEL LOCATION: INVERTER(S), DC DISCONNECT(S). PER CODE(S): NEC 2020: 690.53 WARNING: PHOTOVOLTAIC POWER SOURCE WARNING: PHOTOVOLTAIC POWER SOURCE LABEL LOCATION: INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S): NEC 2020: 690.31(D)(2), IFC 2012: 605.11.1.4 CAUTION: 134 COUNTRY CLUB DR, BARNSTABLE, MA, 02675 PER CODE(S): NEC 2020 : 705.10, 710.10 MULTIPLE SOURCES OF POWER LABEL LOCATION: INSTALLED WITHIN 3' OF RAPID SHUT DOWN SWITCH PER CODE(S): NEC 2020: 690.56(C)(2), IFC 2012: 605.11.1, IFC 2018: 1204.5.3 RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM WARNING! SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM DUAL POWER SUPPLY LABEL LOCATION: UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S): NEC 2020: 705.12(C) ! DO NOT ADD LOADS PHOTOVOLTAIC SYSTEM COMBINER PANEL WARNING LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): NEC 2020: 705.12(D)(2)(3)(c) SOLAR PANELS ON ROOF SERVICE ENTRANCE FUSED AC DISCONNECT PV LOAD CENTER INVERTER (EXT) PRODUCTION METER MAIN PANEL (INT) (E)PV ARRAY (E) PV EQUIPMENT NOTICE PV SYSTEM COMBINER PANEL DO NOT ADD LOADS TO THIS PANEL projects@evengineersnet.com http://www.evengineersnet.com 276-220-0064 7/15/2022 RE: Structural Certification for Installation of Residential Solar JEFFREY VIAMARI:134 COUNTRY CLUB DR, BARNSTABLE, MA, 02675 Attn: To Whom It May Concern Design Criteria Code 2015 IRC (ASCE 7-10)-CMR 780 9th Ed Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 140 mph PV Dead Load DPV 3 psf Exposure C Roof Live Load Lr 20 psf Ground Snow S 30 psf If you have any questions on the above, please do not hesitate to call. Sincerely, Vincent Mwumvaneza, P.E. EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report, the roof is made of Composite shingle roofing over roof plywood supported by 2X10 Rafters at 16 inches. The slope of the roof was approximated to be 44 degrees. After review of the field observation data and based on our structural capacity calculation, the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. 1/1 projects@evengineersnet.com http://www.evengineersnet.com 276-220-0064 Structural Letter for PV Installation 7/15/2022 Job Address:134 COUNTRY CLUB DR BARNSTABLE, MA, 02675 Job Name:JEFFREY VIAMARI Job Number:220715JV Scope of Work Table of Content Sheet 1 Cover 2 Attachment checks 3 Snow and Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code 2015 IRC (ASCE 7-10)-CMR 780 9th Ed Risk category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 30 psf Wind Load (component and Cladding) V 140 mph Exposure C References NDS for Wood Construction Sincerely, Vincent Mwumvaneza, P.E. EV Engineering, LLC projects@evengineersnet.com http://www.evengineersnet.com This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. 1/1 projects@evengineersnet.com http://www.evengineersnet.com 276-220-0064 Wind Load Cont. ASCE 7-10 Table 1.5-1 140 mph ASCE 7-10 Figure 26.5-1A ASCE 7-10 Sec 26.7.2 ASCE 7-10 Sec 26.7.3 ASCE 7-10 Sec 26.8.2 44.0 Degrees ASCE 7-10 Figure 30.5-1 3.60 ft ASCE 7-10 Figure 30.5-1 Uplift (0.6W)Zone 1 (psf)Zone 2 (psf)Zone 3 (psf) Pnet30=-29.3 -35.3 -35.3 Figure 30.5-1 Pnet = 0.6 x λ x KZT x Pnet30)=21.29 25.64 25.64 Equation 30.5-1 Downpressure (0.6W)Zone 1 (psf)Zone 2 (psf)Zone 3 (psf) Pnet30=32.1 32.1 32.1 Figure 30.5-1 Pnet = 0.6 x λ x KZT x Pnet30)=23.28 23.28 23.28 Equation 30.5-1 Rafter Attachments: 0.6D+0.6W (CD=1.6) Connection Check Attachement max. spacing=5.4 ft 5/16" Lag Screw Withdrawal Value=205 lbs/in 2.5 in Allowable Capacity=512.5 0.6D+0.6W Dpv+0.6W Zone Trib Width Area (ft)Uplift (lbs)Down (lbs) 1 5.4 14.9 289.4 390.3 2 5.4 14.9 354.0 390.3 3 3 8.3 196.7 216.8 Max=354.0 <512.5 CONNECTION IS OK Lag Screw Penetration Exposure =C Risk Category =II Wind Speed (3s gust), V = Roughness =C 1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. Topographic Factor, KZT =1.00 Pitch = Adjustment Factor, λ =1.21 a = Where a: 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than 4% of least horizontal dimension or 3ft (0.9m) 1/1 projects@evengineersnet.com http://www.evengineersnet.com 276-220-0064 Vertical Load Resisting System Design Roof Framing Rafters Pg=30 psf ASCE 7-10 , Section 7.2 pf = 21 psf Ce=0.9 ASCE 7-10 , Table 7-2 pfmin. = 25.0 psf Ct =1.1 ASCE 7-10 , Table 7-3 ps = 25 psf 14.4 plf Is =1.0 ASCE 7-10 , Table 1.5-1 CS 0.433 Max Length, L =10.42 ft Tributary Width, WT =16 in Dr =10 psf 13.33 plf PvDL =3 psf 4 plf Load Case: DL+0.6W Pnet+ Ppvcos(θ)+PDL=48.4 plf Max Moment, Mu =302 lb-ft Conservatively Pv max Shear 390.3 lbs Max Shear, Vu=wL/2+Pv Point Load =481 lbs Load Case: DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+ Ppvcos(θ)+PDL=50 plf Mdown=314 lb-ft Mallowable = Sx x Fb' (wind)=3157 lb-ft >314 lb-ft OK Load Case: DL+S Ps+ Ppvcos(θ)+PDL=31 plf Mdown=191 lb-ft Mallowable = Sx x Fb' (wind)=2269 lb-ft >191 lb-ft OK Max Shear, Vu=wL/2+Pv Point Load =481 lbs Member Capacity SPF #1/#2 2X10 CL CF Ci Cr Fb =875 psi 1.0 1.1 1.0 1.15 1107 psi Fv =135 psi N/A N/A 1.0 N/A 135 psi E =1400000 psi N/A N/A 1.0 N/A 1400000 psi Depth, d =9.25 in Width, b =1.5 in Cross-Sectonal Area, A =13.875 in2 Moment of Inertia, Ixx =98.9316 in4 Section Modulus, Sxx =21.3906 in3 Allowable Moment, Mall = Fb'Sxx =1973.1 lb-ft DCR=Mu/Mall =0.09 < 1 Satisfactory Allowable Shear, Vall = 2/3Fv'A =1248.8 lb DCR=Vu/Vall =0.38 < 1 Satisfactory Design Value Adjusted Value 1/1 projects@evengineersnet.com http://www.evengineersnet.com 276-220-0064 Siesmic Loads Check Roof Dead Load 10 psf % or Roof with Pv 17% Dpv and Racking 3 psf Averarage Total Dead Load 10.5 psf Increase in Dead Load 2.0%OK Limits of Scope of Work and Liability The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -JEFFREY VIAMARI. The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. 1/1 DESCRIPTION: PART NUMBER(S): DRAWN BY: SNAPNRACK, RL UNIVERSAL, SPEEDSEAL™ MOUNT KIT 242-92642 mwatkins Solar Mounting Solutions THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION, DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SUNRUN SOUTH LLC. 595 MARKET STREET, 29TH FLOOR ● SAN FRANCISCO, CA 94105 USA PHONE (415) 580-6900 ● FAX (415) 580-6902A REVISION: MATERIALS: DESIGN LOAD (LBS): ULTIMATE LOAD (LBS): TORQUE SPECIFICATION: CERTIFICATION: WEIGHT (LBS): 6000 SERIES ALUMINUM, STAINLESS STEEL, FOAM 623 UP, 674 DOWN, 505 SIDE N/A 12 LB-FT UL 2703, FILE E359313; WIND-DRIVEN RAIN TEST FROM UL SUBJECT 2582 1.39 PARTS LIST DESCRIPTIONQTYITEM SNAPNRACK, SPEEDSEAL TRACK, 7-1/2IN, SEALING, MILL11 SNAPNRACK, RL UNIVERSAL, MOUNT12 1 2 DESCRIPTION: PART NUMBER(S): DRAWN BY: SNAPNRACK, RL UNIVERSAL, SPEEDSEAL™ MOUNT KIT 242-92642 mwatkins Solar Mounting Solutions THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION, DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SUNRUN SOUTH LLC. 595 MARKET STREET, 29TH FLOOR ● SAN FRANCISCO, CA 94105 USA PHONE (415) 580-6900 ● FAX (415) 580-6902A REVISION: ALL DIMENSIONS IN INCHES 3.594.591.50 1.09 2.37 7.50 3.751.59 .33 2.39 .10.32 1.28 .10 3.10 www.jasolar.com Specifications subject to technical changes and tests. JA Solar reserves the right of final interpretation. Assembled with multi-busbar PERC cells, the half-cell configuration of the modules offers the advantages of higher power output, better temperature-dependent performance, reduced shading effect on the energy generation, lower risk of hot spot, as well as enhanced tolerance for mechanical loading. 340W MBB Ha l f -Cel l Modu l eMonoJAM60S10 320-340/MR Series IEC 61215, IEC 61730đUL 61215, UL 61730 ISO 9001: 2015 Quality management systems ISO 14001: 2015 Environmental management systems OHSAS 18001: 2007 Occupational health and safety manage- ment systems IEC TS 62941: 2016 Terrestrial photovoltaic (PV) modules – Guidelines for increased confidence in PV module design Comprehensive Certificates Introduction Less shading and lower resistive loss Higher output power Better mechanical loading tolerance Lower LCOE 12-year product warranty 25-year linear power output warranty Superior Warranty JA Linear Power Warranty Industry Warranty 100% 97.5% 90% 80% 51 10 15 20 25 year JAM60S10 320-340/MR Series CHARACTERISTICS ELECTRICAL PARAMETERS AT STC TYPE Rated Maximum Power(Pmax) [W] Open Circuit Voltage(Voc) [V] Maximum Power Voltage(Vmp) [V] Short Circuit Current(Isc) [A] Maximum Power Current(Imp) [A] Module Efficiency [%] Power Tolerance Temperature Coefficient of Isc(α_Isc) Temperature Coefficient of Voc(β_Voc) Temperature Coefficient of Pmax(γ_Pmp) STC JAM60S10 -320/MR 320 40.60 33.73 10.16 9.49 19.0 JAM60S10 -325/MR 325 40.87 33.97 10.23 9.57 19.3 JAM60S10 -330/MR 330 41.08 34.24 10.30 9.64 19.6 JAM60S10 -335/MR 335 41.32 34.48 10.38 9.72 19.9 JAM60S10 -340/MR 340 41.55 34.73 10.46 9.79 20.2 0~+5W +0.044%/℃ -0.272%/℃ -0.350%/℃ Irradiance 1000W/m²,cell temperature 25℃, AM1.5G Remark: Electrical data in this catalog do not refer to a single module and they are not part of the offer.They only serve for comparison among different module types. Remark: customized frame color and cable length available upon request Version No. : US_EN_20191220A SPECIFICATIONSMECHANICAL DIAGRAMS Cell Weight Dimensions Cable Cross Section Size No. of cells Junction Box Connector Mono 18.7kg±3% 1689±2mm×996±2mm×35±1mm 4mm²č12AWG) 120(6×20Ď IP68, 3 diodes QC 4.10-35č1500VĎ 30 Per Pallet Portrait:300mm(+)/400mm(-); Landscape:1000mm(+)/1000mm(-) Voltage(V) 1000W/m² 800W/m² 600W/m² 400W/m² 200W/m²Current(A)0　　　 10　　　 20　　　 30　　　 40 Current-Voltage Curve JAM60S10-335/MR Power-Voltage Curve JAM60S10-335/MR Voltage(V)Power(W)0　　　 10　　　 20　　　 30　　　 40 1000W/m² 800W/m² 600W/m² 400W/m² 200W/m² 350 10 8 6 4 2 0 Current-Voltage Curve JAM60S10-335/MR Voltage(V)Current(A)0　　　　10　　　　20　　　　30　　　　40 10℃ 25℃ 40℃ 55℃ 70℃ 35±1 11501400149 R4.5 4.2 946 100 70Draining holes 8 places Mounting holes 8 places Grounding holes 10 places Label Enlarge view of mounting hole(10:1) Packaging Configuration Cable Length (Including Connector) OPERATING CONDITIONS Maximum System Voltage Operating Temperature Maximum Series Fuse Maximum Static Load,Front Maximum Static Load,Back NOCT Fire Performance 1000V/1500V DC(UL) -40℃~+85℃ 20A 5400Pa(112 lb/ft²Ď 2400Pa(50 lb/ft²Ď 45±2℃ Type 1Irradiance 800W/m², ambient temperature 20℃ wind speed 1m/s, AM1.5G ELECTRICAL PARAMETERS AT NOCT 996±2 1689±2QC 4.10č1000VĎ COMPLETED INSTALLATION COMPLETED INSTALLATION SECTION VIEW DETAIL A A DESCRIPTION:DRAWING NUMBER:SCALE:DESIGNER: APPROVED BY: REVISION: Sunrun South LLC 595 MARKET STREET, 29TH FLOOR Ɣ SAN FRANCISCO, CA 94105 USA PHONE (415) 580-6900 Ɣ FAX (415) 580-6902 THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION, DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SUNRUN SOUTH LLC. RL UNIVERSAL, ATTACHMENT DETAIL, SPEEDSEAL TRACK ON COMPSNR-DC-00436 1 11/11/2019 NEW DETAIL 2 7/7/2020 NU001109 REV: 2DATE: NTS 7/7/2020 DRAFTER:B.PETERSON W.ARBUCKLE D.RYAN Solar Mounting Solutions BDP DR SNAPNRACK RL UNIVERSAL SPEEDSEAL TRACK COMPOSITION ROOF MOUNTING EMBED P5 16 " LAG SCREW 2-1/2" INTO THE ROOF STRUCTURAL MEMBER / RAFTER FOR TORQUE SPECIFICATIONS SEE INSTALLATION MANUAL ROOF RAFTER (TYP.) ROOF ATTACHMENTS SHALL BE EMBEDDED INTO ROOF RAFTERS OR OTHER STRUCTURAL MEMBERS ROOF SHEATHING, UNDERLAYMENT, AND ROOFING MATERIAL (TYP.) ROOF DECKING ROOFING MATERIAL ROOFING MATERIAL 2-1/2" MIN. EMBEDMENT INTO RAFTER OR STRUCTURAL MEMBER RAFTER ROOF SHEATHING PILOT HOLE CENTER OF COURSE P 5 16" S.S. LAG SCREW 2-1 2" MINIMUM EMBEDMENT SPEEDSEAL TRACK WASHER SPEEDSEAL TRACK SHOULD BE INSTALLED PARALLEL TO RAFTER SPEEDSEAL TRACK FOAM DAM P 5 16" S.S. LAG SCREW WASHER ROOFING MATERIAL SPEEDSEAL TRACK YARMOUTH PORT, MA 02675 350001 CUMMAQUID GOLF CLUB PO BOX 182 Property ID: YARMOUTH PORT, MA 02675 350017 VIAMARI, JEFFREY R & ANGELIQUE K 134 COUNTRY CLUB DRIVE Property ID: CUMMAQUID, MA 02637 350018 BURKE, PAUL E JR & TANNER, DIANNE P PO BOX 154 Property ID: NAPLES, FL 34102 350025 MACARTHUR, ROBERT S 1525 OSPREY AVE Property ID: YARMOUTH PORT, MA 02675 350038 LEEN, NORMAN E JR 131 COUNTRY CLUB DR Property ID: CUMMAQUID, MA 02637 350046 MCTAGUE, MARY ELLEN P O BOX 315 Property ID: