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HomeMy WebLinkAboutCOA 34 Second Way 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 11/19/2024 1940 319003 Martha Gruhn 508-641-4091 34 Second Way Barnstable 34 Second Way Barnstable MA 02630 mgruhn@verizon.net Sunrun Installation Services/ Stephen A Kelly 978-793-7881 295 Myles Standish Blvd Taunton MA 02780 eastmapermits@sunrun.com XX X X Installation of an interconnected rooftop solar system 11 panels. Four panels will be minimally visible from the public way, 7 panels will be out of view. 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 Windows: 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 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 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 x x 31 Single story 22 74 inches 41.1 inches 1.26 inches Black Matte x x 22 ft single story 22, 6 74 inches 41.1 inches 1.26 inches Black matte Sunrun Installation Services Stephen A Kelly 978-793-7881 11/19/2024 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:12/11/2024 Road Names #SSTAMPSP #ESTAMPSP 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 MARTHA GRUHN 34 2ND WAY, BARNSTABLE, MA, 02630 PROJECT NUMBER: 223R-034GRUH CUSTOMER RESIDENCE: TEL. (508) 641-4091 APN: BARN-000319-000000-000003 #180120 Template_version_v5_2024.02.28 Proposed rooftop solar project consists of 11 panels. A total of 4 panels will be installed on the left side of the garage. There will be minimal visibility from 2nd Way for those panel. All other panels are on the rear of the home out of public viewing. ARB Rendering Page 1 SCOPE OF WORK GENERAL NOTES PAGE #DESCRIPTION PV-1.0 COVER SHEET PV-2.0 SITE PLAN PV-3.0 LAYOUT PV-4.0 ELECTRICAL PV-5.0 SIGNAGE • SYSTEM SIZE: 4510W DC, 3800W AC • MODULES: (11) HANWHA Q-CELLS: Q.PEAK DUO BLK ML-G10+ 410 • INVERTERS: (1) SOLAREDGE TECHNOLOGIES: SE3800H-USMN • RACKING: ULTRA RAIL SPEEDSEAL FOOT TO FRAMING, SEE DRAWING SNR-DC-00438; ULTRA RAIL, ATTACHMENT DETAIL, OMNIBASE WITH STANDOFF TO FRAMING: SNR-DC-01249 [FLAT, FLUSH MOUNT ( ROLLED COMP/ MEMBRANE/ FOAM) 1 LAG OMNIBASE] • MAIN PANEL REPLACEMENT: EXISTING 100 AMP MAIN PANEL WITH 100 AMP MAIN BREAKER TO BE REPLACED WITH NEW 125 AMP MAIN PANEL WITH 100 AMP MAIN BREAKER. • ALL WORK SHALL COMPLY WITH MA 9TH ED. CMR 780 (2015 IRC/IBC/IEBC), 7-10 ASCE & 2015 NDS, 2023 NEC AND 2023 MA ELECTRICAL CODE 527 CMR 12.00 (2023 NFPA 70 WITH MA AMENDMENTS), MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2023. • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2023. • 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 61730. • 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(D). • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 11.2 AMPS MODULE SHORT CIRCUIT CURRENT. • 14 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (A) & 690.8 (B)]. • PV INSTALLATION COMPLIES WITH THE NEC 2023 ARTICLE 690.12(B)(2)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION #SSTAMPCS #ESTAMPCS ABBREVIATIONS A AMPERE AC ALTERNATING CURRENT AFC ARC FAULT CIRCUIT INTERUPTER AZIM AZIMUTH COMP COMPOSITION DC DIRECT CURRENT (E)EXISTING ESS ENERGY STORAGE SYSTEM MSP MAIN SERVICE PANEL (N)NEW PRE-FAB PRE-FABRICATED PSF POUNDS PER SQUARE FOOT PV PHOTOVOLTAIC RSD RAPID SHUTDOWN DEVICE TL TRANSFORMERLESS V VOLTS W WATTS SHEET INDEX VICINITY MAP PAGE REV: A 11/19/2024 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 MARTHA GRUHN 34 2ND WAY, BARNSTABLE, MA, 02630 PROJECT NUMBER: 223R-034GRUH SHEET DESIGNER: CUSTOMER RESIDENCE: TEL. (508) 641-4091 APN: BARN-000319-000000-000003 #180120 (415) 580-6920 ex3 CHRISTOPHER FRIAS Template_version_v5_2024.02.28 COVER SHEET PV-1.0 PLPLPLPLPL PL PL PLPLPLPLPL PL PL SITE PLAN PV-2.0 #SSTAMPSP #ESTAMPSP PAGE REV: A 11/19/2024 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 MARTHA GRUHN 34 2ND WAY, BARNSTABLE, MA, 02630 PROJECT NUMBER: 223R-034GRUH SHEET DESIGNER: CUSTOMER RESIDENCE: TEL. (508) 641-4091 APN: BARN-000319-000000-000003 #180120 (415) 580-6920 ex3 CHRISTOPHER FRIAS Template_version_v5_2024.02.28 ARRAY PITCH PV AREA (SQFT) AR-01 22°105.7 AR-02 23°42.3 AR-03 22°42.3 AR-04 6°42.312°26° 12°26° 102° TRUE AZIM MAG AZIM 116°102° 116° NOTES: ·RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS. ARRAY DETAILS: ·TOTAL ROOF SURFACE AREA: 1804 SQFT. ·TOTAL PV ARRAY AREA: 232.6 SQ FT. ·PERCENTAGE PV COVERAGE: (TOTAL PV ARRAY AREA/TOTAL ROOF SURFACE AREA) * 100 = 12.9% RAIL STANDOFFS & FOOTINGS SOLAR MODULES MAIN PANEL INVERTER(S) AC DISCONNECT(S) DC DISCONNECT(S) SUNRUN METER DEDICATED PV METER SERVICE ENTRANCE INTERIOR EQUIPMENT SHOWN AS DASHED SE MP SM PM INV AC DC SUB-PANELSP CB IQ COMBINER BOX 1 COMMUNICATION WIRES PV LOAD CENTERLC LEGEND SCALE: NTS NOTE: NOT ALL ITEMS IN LEGEND WILL APPEAR IN SITE PLAN PVC PIPE VENT SATELLITE DISH T-VENT FIRE SETBACKS METAL PIPE VENT HARDSCAPE PROPERTY LINEPL ATTIC VENT FLUSH ATTIC VENT CHIMNEY SITE PLAN - SCALE = 3/64" = 1'-0" (E) RESIDENCE (N) ARRAY AR-01 (N) ARRAY AR-02 (N) ARRAY AR-03 (N) ARRAY AR-04 FIRE SETBACKS (18" TYP) ROOF PATHWAYS (3' TYP) SE MP ACINV 2ND WAYROOF PATHWAYS (3' TYP) (E) DRIVEWAY #SSTAMP DESIGN CRITERIA MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD: 30 PSF WIND SPEED: 140 MPH 3-SEC GUST. S.S. LAG SCREW 5/16"x5.5": 2.5" MIN. EMBEDMENT PAGE REV: A 11/19/2024 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 MARTHA GRUHN 34 2ND WAY, BARNSTABLE, MA, 02630 PROJECT NUMBER: 223R-034GRUH SHEET DESIGNER: CUSTOMER RESIDENCE: TEL. (508) 641-4091 APN: BARN-000319-000000-000003 #180120 (415) 580-6920 ex3 CHRISTOPHER FRIAS Template_version_v5_2024.02.28 D1 - AR-01 - SCALE: 3/16" = 1'-0" AZIM:102° PITCH: 22° D2 - AR-02 - SCALE: 1/4" = 1'-0" AZIM:102° PITCH: 23° D3 - AR-03 - SCALE: 1/4" = 1'-0" AZIM:12° PITCH: 22° D4 - AR-04 - SCALE: 1/4" = 1'-0" AZIM:12° PITCH: 6° 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 - UR 1-Story 2X6 RAFTERS 11'-2"16"ULTRA RAIL SPEEDSEAL FOOT TO FRAMING, SEE DRAWING SNR-DC-00438 5'-4"2'-1"5'-4"1'-10"STAGGERED AR-02 COMP SHINGLE - UR 1-Story 2X6 RAFTERS 6'-8"16"ULTRA RAIL SPEEDSEAL FOOT TO FRAMING, SEE DRAWING SNR-DC-00438 5'-4"2'-1"5'-4"1'-10"STAGGERED AR-03 COMP SHINGLE - UR 1-Story 2X6 RAFTERS 5'-10"16"ULTRA RAIL SPEEDSEAL FOOT TO FRAMING, SEE DRAWING SNR-DC-00438 5'-4"2'-1"5'-4"1'-10"STAGGERED AR-04 FLAT, MEMBRANE [FLUSH MOUNT] - OMNIBASE 1 LAG - UR 1-Story 2X6 RAFTERS 7'-2"16" ULTRA RAIL, ATTACHMENT DETAIL, OMNIBASE WITH STANDOFF TO FRAMING: SNR-DC-01249 [FLAT, FLUSH MOUNT ( ROLLED COMP/ MEMBRANE/ FOAM) 1 LAG OMNIBASE] 5'-4"2'-1"4'-0"1'-8"STAGGERED 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.PV-3.0 LAYOUT 5'-4" TYP 12'-5" 3'-5" 3'6'-9" 1'-6" 2'-1" 5'-4" TYP 12'-5" 10'-5" 6'-11" 6'-2" 3'-6"14'-10" 6'-11" 1'-6" 3'-1" 4'-3" 5'-4" TYP 12'-5" 3'-5" 3'10'-8" 2'-11" 1'-6" 2'-11" 5'-4" TYP 12'-5" 3'-5" 7'-1"2'-8" 1'-6" 2'-1" FACILITY GROUND NEW 100A MAIN BREAKER END FED NEW 125A MAIN PANEL 125A BUS M SST (N) LOCKABLE BLADE TYPE FUSED AC DISCONNECT SQUARE D D222NRB , 3R,60A , 2P 120/240VAC 20A FUSES 4 SOLAREDGE SE3800H-USMN 3800 WATT INVERTER3 LOAD RATED DC DISCONNECT WITH AFCI RAPID SHUTDOWN COMPLIANT J-BOX HANWHA Q-CELLS Q.PEAK DUO BLK ML-G10+ 410 STRING 1 OF 11 MODULES (WITH U650 OPTIMIZERS) 12 ·POINT OF INTERCONNECTION:705.11(A)(2), SUPPLY SIDE TAP BREAKER AT OPPOSITE END OF BUSBAR ·METER NUMBER: 2284202 ·EQUIPMENT CHARACTERISTICS INCLUDED IN SPEC SHEETS ·NOTE: TOTAL PV BACKFEED = 20A USED FOR INTERCONNECTION CALCULATIONS CONDUIT SCHEDULE TAG CIRCUIT DESCRIPTION CONDUCTOR NEUTRAL GROUND CONDUIT 1 Inverter Input (2) 10 AWG (PV WIRE)N/A 10 AWG (BARE)Open Air 2 Inverter Input (2) 10 AWG THHN/THWN-2 N/A 10 AWG THHN/THWN-2 3/4 EMT 3 Inverter Output (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 8 AWG THHN/THWN-2 3/4 EMT 4 Inverter Output (2) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 8 AWG THHN/THWN-2 3/4 EMT #ESTAMP MODULE CHARACTERISTICS HANWHA Q-CELLS: Q.PEAK DUO BLK ML-G10+ 410: OPEN CIRCUIT VOLTAGE: MAX POWER VOLTAGE: SHORT CIRCUIT CURRENT: 410 W 45.37 V 37.64 V 11.2 A PAGE REV: A 11/19/2024 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 MARTHA GRUHN 34 2ND WAY, BARNSTABLE, MA, 02630 PROJECT NUMBER: 223R-034GRUH SHEET DESIGNER: CUSTOMER RESIDENCE: TEL. (508) 641-4091 APN: BARN-000319-000000-000003 #180120 (415) 580-6920 ex3 CHRISTOPHER FRIAS Template_version_v5_2024.02.28 PV-4.0 ELECTRICAL ·TAP DEVICE MUST BE MARKED "SUITABLE FOR USE ON THE LINE SIDE OF THE SERVICE EQUIPMENT" OR EQUIVALENT. SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: SYSTEM OPEN CIRCUIT VOLTAGE: MAX ALLOWABLE DC VOLTAGE: SYSTEM SHORT CIRCUIT CURRENT: 4510 W 11 V 480 V 15 A U650 OPTIMIZER CHARACTERISTICS: MIN INPUT VOLTAGE: 8 VDC MAX INPUT VOLTAGE: 60 VDC MAX INPUT ISC: 15 ADC MAX OUTPUT CURRENT: 15 ADC #ESTAMP NOTES AND SPECIFICATIONS: ·SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2023 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. CAUTION: 34 2ND WAY, BARNSTABLE, MA, 02630 MULTIPLE SOURCES OF POWERWARNING! 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 2023: 705.12(B)(2) 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. 4" 3" 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 2023: 690.12(D) 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 2023: 690.13(B), 705.20(7), 706.15(C) PER CODE(S): NEC 2023 : 705.10(2) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM LABEL LOCATION: INSTALLED WITHIN 3' OF RAPID SHUT DOWN SWITCH PER CODE(S): NEC 2023: 690.12(D)(2), IFC 2018: 1204.5.3 INVERTER 1 PHOTOVOLTAIC DC DISCONNECT MAXIMUM SYSTEM VOLTAGE:VDC480 LABEL LOCATION: INVERTER(S), DC DISCONNECT(S). PER CODE(S): NEC 2023: 690.7(D)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 2023: 690.31(D)(2) 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 2023: 705.30(C) Emergency responders, for 24 hr emergency service call: 1.833.607.6937 ext. 0 For customer questions or service issues, call our Customer Care team at: 1.855.478.6786 For customers in case of emergency, call: 911 This solar PV system is owned and operated by: *Prior authorization from Sunrun is required for any maintenance/service activity.CSLB# 969975 LABEL LOCATION: MAIN SERVICE DISCONNECT SOLAR PANELS ON ROOF MAIN PANEL (INT) AC DISCONNECT SERVICE ENTRANCE INVERTER (EXT) PAGE REV: A 11/19/2024 695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331 PHONE 0 FAX 0 MARTHA GRUHN 34 2ND WAY, BARNSTABLE, MA, 02630 PROJECT NUMBER: 223R-034GRUH SHEET DESIGNER: CUSTOMER RESIDENCE: TEL. (508) 641-4091 APN: BARN-000319-000000-000003 #180120 (415) 580-6920 ex3 CHRISTOPHER FRIAS Template_version_v5_2024.02.28 SIGNAGE PV-5.0 Q.PEAK DUO BLK ML-G10+ Q.PEAK DUO BLKML-G10+ SERIES MODEL 385 - 410 Wp | 132 Cells 20.9 % Maximum Module Efficiency PV MODULERELIABILITY SCORECARD 2022TOP P E RFORME R TOP BRAND PV MODULES USA 2022 1 See data sheet on rear for further information. ² APT test conditions according to IEC / TS 62804-1:2015, method A (−1500 V, 96 h) The ideal solution for: Rooftop arrays on residential buildings Qcells is the first solar module manufacturer to pass the most comprehensive quality programme in the industry: The new “Quality Controlled PV” of the independent certification institute TÜV Rheinland. The most thorough testing programme in the industry Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9 %. Breaking the 20 % efficiency barrier Innovative all-weather technology Optimal yields, whatever the weather with excellent low-light and temperature behaviour.6 busbar cell technology 12 busbar cell technology High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). Extreme weather rating Inclusive 25-year product warranty and 25-year linear performance warranty1. A reliable investment Long-term yield security with Anti LeTID Technology, Anti PID Technology2 and Hot-Spot Protect. Enduring high performance NA DETAIL A 0.63" (16 mm) 0.33" (8.5 mm)0.96" (24.5 mm) 42.8" (1088 mm) 74.0" (1879 mm) 4 × Mounting slots (DETAIL A) Frame 41.1" (1045 mm) 39.2" (996 mm) 1.26" (32 mm) 8 × Drainage holes 15.6" (395.5 mm) 4 × Grounding points ø 0.18" (4.5 mm) Label ≥49.2" (1250 mm) ≥49.2" (1250 mm) Format 74.0 in × 41.1 in × 1.26 in (including frame) (1879 mm × 1045 mm × 32 mm) Weight 48.5 lbs (22.0 kg) Front Cover 0.13 in (3.2 mm) thermally pre-stressed glass with anti-reflection technology Back Cover Composite film Frame Black anodised aluminium Cell 6 × 22 monocrystalline Q.ANTUM solar half cells Junction box 2.09-3.98 in × 1.26-2.36 in × 0.59-0.71 in (53-101 mm × 32-60 mm × 15-18 mm), IP67, with bypass diodes Cable 4 mm² Solar cable; (+) ≥ 49.2 in (1250 mm), (−) ≥ 49.2 in (1250 mm) Connector Stäubli MC4; IP68 Mechanical Specification Qcells pursues minimizing paper output in consideration of the global environment. Note: Installation instructions must be followed. Contact our technical service for further information on approved installation of this product. Hanwha Q CELLS America Inc. 400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA | TEL +1 949 748 59 96 | EMAIL hqc-inquiry@qcells.com | WEB www.qcells.com Q.PEAK DUO BLK ML-G10+ SERIES Specifications subject to technical changes © Qcells Q.PEAK_DUO_BLK_ML-G10+_series_385-410_2023-01_Rev03_NAProperties for System Design Maximum System Voltage VSYS [V]1000 (IEC) / 1000 (UL)PV module classification Class II Maximum Series Fuse Rating [A DC]20 Fire Rating based on ANSI / UL 61730 TYPE 2 Max. Design Load, Push / Pull3 [lbs / ft2]75 (3600 Pa) / 55 (2660 Pa)Permitted Module Temperature on Continuous Duty −40 °F up to +185 °F (−40 °C up to +85 °C)Max. Test Load, Push / Pull3 [lbs / ft2]113 (5400 Pa) / 84 (4000 Pa) 3 See Installation Manual UL 61730, CE-compliant, Quality Controlled PV - TÜV Rheinland, IEC 61215:2016, IEC 61730:2016, U.S. Patent No. 9,893,215 (solar cells), Qualifications and Certificates 200 400 600 800 1000 90 100 80 110 10 251520005 86 98 95 80 100 85 Electrical Characteristics TEMPERATURE COEFFICIENTS Temperature Coefficient of ISC α [% / K]+0.04 Temperature Coefficient of VOC β [% / K]−0.27 Temperature Coefficient of PMPP γ [% / K]−0.34 Nominal Module Operating Temperature NMOT [°F]109 ± 5.4 (43   ± 3 °C) POWER CLASS 385 390 395 400 405 410 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC1 (POWER TOLERANCE +5 W / −0 W)MinimumPower at MPP1 PMPP [W]385 390 395 400 405 410 Short Circuit Current1 ISC [A]11.04 11.07 11.10 11.14 11.17 11.20 Open Circuit Voltage1 VOC [V]45.19 45.23 45.27 45.30 45.34 45.37 Current at MPP IMPP [A]10.59 10.65 10.71 10.77 10.83 10.89 Voltage at MPP VMPP [V]36.36 36.62 36.88 37.13 37.39 37.64 Efficiency1 η [%]≥ 19.6 ≥ 19.9 ≥ 20.1 ≥ 20.4 ≥ 20.6 ≥ 20.9 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT2 MinimumPower at MPP PMPP [W]288.8 292.6 296.3 300.1 303.8 307.6 Short Circuit Current ISC [A]8.90 8.92 8.95 8.97 9.00 9.03 Open Circuit Voltage VOC [V]42.62 42.65 42.69 42.72 42.76 42.79 Current at MPP IMPP [A]8.35 8.41 8.46 8.51 8.57 8.62 Voltage at MPP VMPP [V]34.59 34.81 35.03 35.25 35.46 35.68 1Measurement tolerances PMPP ± 3 %; ISC; VOC ± 5 % at STC: 1000 W/m2, 25 ± 2 °C, AM 1.5 according to IEC 60904-3 • ²800 W/m2, NMOT, spectrum AM 1.5 RELATIVE EFFCIENCY [%]Qcells PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power during first year. Thereafter max. 0.5 % degradation per year. At least 93.5 % of nominal power up to 10 years. At least 86 % of nominal power up to 25 years. All data within measurement tolerances. Full warranties in accordance with the warranty terms of the Qcells sales organisation of your respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 °C, 1000 W/m2). YEARS IRRADIANCE [W/m²] Qcells Industry standard of p-mono* *Standard terms of guarantee for the 5 PV companies with the highest production capacity in 2021 (February 2021) Certified UL 61730RELATIVE EFFCIENCYCOMPARED TO NOMINAL POWER [%] 17 LAUREL DRIVE NEEDHAM, MA 02492 301053 COSGROVE, EDWARD V III & ANN M TRS EDWARD V COSGROVE III REV TR & ANN M Property ID: BARNSTABLE, MA 02630 301054 RICHARDS, BRUCE T & JANICE 31 SECOND WAY Property ID: BARNSTABLE, MA 02630 319003 GRUHN, MARTHA E 34 SECOND WAY Property ID: PO BOX 221 BARNSTABLE, MA 02630 319004 BASSETT, WAYNE D & EVELYN G TRS BASSETT REALTY TRUST Property ID: PO BOX 221 BARNSTABLE, MA 02630 319007 BASSETT, WAYNE D & EVELYN G TRS BASSETT REALTY TRUST Property ID: JAMAICA PLAIN, MA 02130 319008 FARRELL, EILEEN M 27 LAKEVILLE ROAD Property ID: 10 LONGWOOD DRIVE #154 WESTWOOD, MA 02090 319009 MARK, ROGER G & DOROTHA A TRS MARK-BARNSTABLE REALTY TRUST Property ID: EAST WEYMOUTH, MA 02189 319138 GRAFTON, RICHARD III, & MICHAEL & 44 CENTER STREET Property ID: