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HomeMy WebLinkAbout25-A103 54 Old Hyannis Road Approvedo TOWN OF YARMOUTH @999M5 1146 ROUTE 28, SOUTH YARMOUTH MA 02664-4451 Telephone (508) 398-2231 Ext. 1292—Fax (508) 398-0836 Jt1L �01r, OLD KING'S HIGHWAY HISTORIC DISTRICT CO"TTf Highway `ARMOUTH TOWN CLERK RE APPLICATION FOR Historic District JUL 28'25 Am9:18 CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended, for proposed work as described below & on plans, drawings, photographs. & other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS, & SUPPLEMENTAL INFORMATION. Check All Categories That Apply: Indicate type of Building: Commercial Residential 1) Exterior Building Construction: New Building Shed X Solar Panels Other: Addition Alterations Reroof Garage 2) Exterior Painting: Siding Shutters Doors Trim Other: 3) Signs/Billboards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print legibly: Address of proposed work: 54 Old Hyannis Road, Yarmouth Port, MA 02675 Map/Lot # Q� 3• Owner(s): Leslie Roselli Phone #: 518-728-8189 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. �� Mailing address: 54 Old Hyannis Road, Yarmouth Port MA 02675 Year built: �` V Email: peadjam159@ymaii.com Preferred notification method: Agent/contractor: Corbin Robichaud - Clean Earth Energy LLC Mailing Address: 42 Sutton Street, Weymouth, MA 02188 Email- corbin@cleanearth.energy Description of Proposed Work: Phone Email Phone #: 781-915-8556 Preferred notification method: X Install new 23 panel roof mounted solar array. 9.89 KW DC 17.60 KW AC Panels are located on the back of the home and are not visible from the road. Signed (Owner or agent): Corbin Robichaud Phone Email Date: 06/13/2025 D Owner/contractor/agent is aware that a permit is required from the Building Department. (Check other department i WI-M D If application is approved, approval is subject to a 10-day appeal period required by the Act. l D This certificate is good for one year from approval date or upon date of expiration of Building Permit, whichever D All new construction will be subject to iOpection by OKH. OKH-approved plans MUST be available on -site for framing & final inspections. Rcvd Date: ,-INJASr Amount 40. 00 CashrCK #: 1 V1 Rcvd by: Li S 45 Days: 1rI NI;5 Date Sig Approved Approved with Modifications JOenu zm Reason for Denial: Y 1 25—A103 APPLICATION #: TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1146 ROUTE 28, SO['TH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext.1292 Fax (508) 398-0836 STATEMENT OF UNDERSTANDING CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN As property owner/contractor/agent for construction at 514 0Id W-J. , Map/Lot Q Lf 11112 CIA # � 5-/41V3 Approval Date: (OIL, I certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972 CMR Rules and Regulations: Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form, which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project. If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop -work order or delaying the issuance of an Occupancy Permit or final inspection approval. I have read and understand the above statements. Date: Signed ' ` nerlContrac /Agent} &%VCRSigned: (Chairman, Old King's Highway Committee) JUL 2 8 2025 Old icing's Highway Upda,ed WV2024 Historic District TOWN OF YA MOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE � �� I�R{YI �1 T& 45-DAY TIMEFRAME WAIVER JUL 0 8 7015 Old King's Highway Application #: 5 - A. 1 0 3 Historic District Project Address: 54 Old Hyannis Road, Yarmouth Port, MA 02675 Application Received Date: 45 Day Decision Deadline:.fas' Me, the undersigned owner, contractor, or agent, do hereby waive the 45-day timeframe for a determination on our application for a Certificate of Appropriateness/Demolition/Exemption by the Old King's Highway Historic District Committee for the following project: 54 Old Hyannis Road, Yarmouth Port, MA 02675 Date: 06/13/2025 Signed: Owner Owner Corbin Robichaud Contractor/Agent JUL 2 8 2025 Old King's Highway Historic District 2 5 - A 1 03 TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE NNE@ ABUTTERS' LIST JUL 0 8 2025 Applicant's (Owner) Name: �Slt e ��� t OI g s Highway Historic District Property Address/Location: of A Hearing Date: Notices must be sent to the applicant and abutters (including owners of land on any public or private street or way) whose property directly abuts or is across the street from the applicant. The OKH Office will send out notices using the addresses as they appear on the most recent applicable tax list. Note: Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's Highway Department page on the Town website: www.yarmouth.ma.us Applicant Information: Abutter information: JUL 18 2025 Old King's Highway Historic District Man Number Lot Number Application #: 2 5 - A 1 0 3 103/ 30.1.11 1 1 TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 941 13.121 1 1 ROSELLI LESLIE 54 OLD HYANNIS RD YARMOUTH PORT, MA 02675 941 13.721 l 1 CAPE AND ISLANDS COUNCIL BSA 247 WILLOW ST YARMOUTH PORT, MA 02675 941 13.221 1 1 DEACON DAVID C DEACON CLAIRE M 62 OLD HYANNIS RD YARMOUTH PORT, MA 02675 Please use this signature to certify this list of properties directly abutting and across the street from the parcel located at: 54 Old Hyannis Rd., Yarmouth Port, MA 02673 Assessors Map 94, Lot) 3.12 Andy Mghado, Director of Assessing July 10, 2025 JUL 1 0 2025 Old King's Highway Historic District JUL 2 8 2025 Old King's Highway Historic District �5'AIos Y a 0 co co Q �O M 0 L N (Y cu a 0 A 9 a h y�w h Ln N tl7 ��a o U, r. Lo !+ c7 nZ i N r"- r ,b �O� Y A u1 7 �u 4 C n W'f Z u� JUL 0 8 2025 Old King's Highway Historic District a ff "NE, I JUL 2 8 2025 Old King's Highway Historic District 2 5 - A 1 0 3 .1 vqi EXHIBIT A: SPECIFICATIONS The Customer and the Company agree to enter into this Agreement for the purpose of furnishing and installing the following products and services (Scope of Work): Residential Solar Installation: Model: Q Cell 430 Modules: count- 23 Racking Equipment: Iron Ridge System Size: 9.89 kW Annual Production: 101'1 kWh Model: Tesla Inverters: count. I Additional Notes and/or Promises Made to Customer: Leslie is referring multiple neighbors who will each get a .1 5!wall discount which has also been applied to her house JUL 0 8 2025 Old King's Highway Historic District IODoMD JUL 2 8 2025 Old King's Highway Histodc District 25- A 1 O3 Doc lD: 9b09832e9e461 0 z U ` N } N n O NT f ZN V 2im Ss r Nam <�NCd u, z w zd0 O� ° w w i jO y � W G N O ¢ O p-OQ 6W Z� 040 a O N2 w a Zzi ir p z Xa w >� w r WU W r W w Z � w `W U w w W, a� w w J = w I a O 4 �w y4�>co a a a a a a a U ❑ =�� k d w> w kdpogmg z mm Y N iw�Q Zr uuzrpgw. cc w�Z O O �romoszZ Nupw ��Nz QWSW¢m¢F Soo 00 WwVUUZN z000 Qz$ yJ2 a y2y�`C ~fA 1pll° pN0 jQZ a aZ w Z W uw ox o [?�Il Rw-mcx Lu W V1 Q W O a= N U z W� U z W W m a a U ^ ter OLLNpolr wrc`- OxOw f>QNNrw z LL N��w�a�p i¢x{Ni°oau;�r 1 = 0x>-m �Q NWOm QU0 pOQ> y /�/� VJ Lr rN zU& IpWoaZwOzJU Zrm p w2 u2{720 r 4 °� F ❑ O j�rzr��4J�mF. 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Elvestad, PE Green Tech Renewables 1299 Farnam Street Suite 300 Omaha, NE 68102 To Whom It May Concern: 76 North Meadowbrook brive Alpine, UT 84004 office (201) 874-3483 swyssling@wysslingconsulting.com May 27, 2025 offin JUL 8 8 2025 Old King's Highway Historic District Re: Engineering Services Roselli Residence 54 Old Hyannis Road, Yarmouth Port, MA 9.890 kW System We have received information regarding solar panel installation on the roof of the above referenced structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability to support the additional loads imposed by the proposed solar system. A. Site Assessment Information 1. Site visit documentation identifying attic information including size and spacing of framing members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information will be utilized for approval and construction of the proposed system. B. Description of Structure: Roof Framing: 2x8 dimensional lumber at 16" on center. Roof Material: Composite Asphalt Shingles Roof Slopes: 16, 20, 9 degrees Attic Access: Accessible Foundation: Permanent C. Loading Criteria Used • Dead Load n Existing Roofing and framing = 7 psf 0 New Solar Panels and Racking = 3 psf a TOTAL = 10 PSF • Live Load = 20 psf (reducible) — 0 psf at locations of solar panels • Ground Snow Load = 30 psf • Wind Load based on ASCE 7-10 Ultimate Wind Speed = 130 mph (based on Risk Category II) Exposure Category C �M@Vp JUL 2 8 2825 Old King's Highway Historic District Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2015 IRC. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. 2&-A103 Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent Ironridge installation manual. If during solar panel installation, the roof framing members appear unstable or deflect non - uniformly, our office should be notified before proceeding with the installation. 2. The maximum allowable withdrawal force for a #14 lag screw is 194 Ibs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on a minimum penetration depth of 2", the allowable capacity per connection is greater than the design withdrawal force (demand). Considering the variable factors for the existing roof framing and installation tolerances, the connection using two #14 diameter lag screws with a minimum of 2" embedment will be adequate and will include a sufficient factor of safety. 3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of the roof, the panel supports shall be placed no greater than 32" on centers. Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing roof system will adequately support the additional loading imposed by the solar system. This evaluation is in conformance with the 2015 IRC, current industry standards and practice, and is based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. A--- ulyyours,Q - Scott E. Wyssli , PE MA License No. 505 COA# 001629764 MD III��5 JUL 2 8 2025 Old King's Highway Historic District Wyssling Consulting, PLLC 76 N Meadowbrook Drive, Alpine UT 84W4 Massachusetts COA SM1629764 Signed 5/27/2025 IUL 0 S 2075 Old King's Highway Historic District 2 5 - A 1 0 3 h CLEAN EARTH ENERGY illfo@cleanearth.energy (781)910-5173 ® ivivwxIcanearth.energy . ti Q.TRON M=G2+ VPNIMP SERIES JUL 0 0 70 425-450Wp 1108Cells Old King's Highway 23.0% Maximum Module Efficiency Historic District MODEL Q.TRON M-G2+ N Q RNTVM High performance ocells N-type NEED solar celis Q.ANTUM NEO Technology with optimized module layout boosts module efficiency up to 23.0%. a A reliable investment Inc usive 25-year product warranly and 25-year isr Warranty performance warranty'. Enduring high performance Long-term yield security with Anti LeTID Technology, A* PIG oto�s Technology', Hot -Spot Protect i Extreme weather rating High-tech aluminium alloy frame, cerldled for high snow (8100Pa) and wind loads (3600Pal Innovative all-weather technology Optima- yields, whatever the weather with excellent low -light and temperature behaviour The most thorough testing programme in the industry Ocells is the first Solar module manufacturL to pass the most comprehensive quality programme in the industry- The new "Quality Controlled PV- of the independent certification institute TUV Rheinland. ' See data sheet on rear for further information ' APT lost ccrtdaions accords-g to 15C/T567804-1 t015.+rtthod A (-1SOOV. 96W 25- A 103 JUL 2 8 2025 The ideal solution for: o Rooftaparrayson Old King's Highway residential buildings Historic District Doc ID: 9b09832e9e469c4e2a6ada503ddef40267aaa409 QXRON M-G2+ SE Tp� ■ Mechanical Specification Y5 r>•a11x� Format 67.6 in x 44 6 in x k IS in {including frame} (1722mm t 1134mm a 30nmI IUI 0 R 2025 i Weight 46.7lbs (21.2 kg) Front Cover 013 in (3-2 mm) thermally pre -stressed glass with anti -reflection technology Old K[ng's Highwa +rrnws..y Back Cover CompOSde film Frame Black anodised aluminium Historic District Cell 6 • 18 monocrysialline O.ANTUM NEO solar half cello t+•+ {] ,w rmso•.r Junction box 209-398in x 1.26-2.36inx 0.59-071 n ..rr...,.m (53-101 mm = 32-60mm = 15-16mm), Protection class fP67, with bypass diodes Cable 4 mm' Solar cable: (l l z68 9.n (1750mm), i-1 z 68 9in f1750mm} I' Connector SiaubkMC4: P68 „r,,X°�I�IOWA-- ■ Electrical Characteristics POWER CLASS 429 4" 43S "0 445 4SO MINIMUM PERFORMANCE AT STANDARD TEST COND T=ONS, STCI (POWER YOLERANCE +SW OW: Power at MPP' P x [W] 425 030 435 440 445 450 Short Circuit Current' I, [A] 13.81 13.8r3 1397 M.06 14.14 14.22 Open Circuit Voltage Vx M 38.76 39-04 39.32 39.60 39.87 40.15 5 Current at MPP y [A] 13AI r318 1326 13.33 13.40 13.48 F Voltage at MPP Vu,. IVI 32.42 3262 32.82 33.01 33.20 33.39 Efficiency' n [%) �218 2,70 >22.3 r225 >22.8 }23.0 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDI' IONS. NMOT, Power at MPP Pu„ [W] 3212 325.0 328.8 332.6 336.4 340.1 Short Circuit Current 1� [A] 11.13 11.19 11.26 11,33 11.39 11,46 k Open Circuit Voltage VQ M 36.78 c 37.04 37.31 37.58 37.84 38.11 .2 Current at MPP I- [A] 10.31 10.37 10.42 10,48 10.54 10.60 Voltage at MPP V,,,, M 31.16 31.35 31.54 31.73 31.92 32.10 'Veasuremenl lolerances P- 131 L,r; Vc,, J. 5%at STC 1000 Wrm7. 25+ 21C- AM 1.5 according to IEC 60904-3 - 7800 W/m2, NMOT spectrum AM I Ocells PERFORMANCE WARRANTY ri. ------------- dos zZ 0a wO R ............ ono w a - ! rr4 to R >~ n At least 98.5% o1 nomi 16 power during first year. ' hereafter max 0.33%de9radation per year At least 95 53% of nominal power up to 10 years. At least 90 59% of nominal power up to 25 yews An data within measurement tolerances. Full warranties in accordance with the warranty terms of the Ocells sates organisation of your respectiw country 'Su,ndard rermsof qu &nlee for 1 t 5 W,orth"n-weft the hphesl poductmn camoty n 2021 tFebrulry 2321l TEMPERATURE COEFFICIENTS Temperature Coefficient of I. Temperature Coefficient of P, ■ Properties for System Design Max mum System Voltage VM Max mum Series Fuse Rating Max. Design Load. Push/PuIP Max. Test Load. Push IPulP 3 See installation Manual a I%FK3 V i PERFORMANCE AT LOW IRRADIANCE r. 'a yt I ) TID 'D GIMP �r R JUL 2 s 2025 fp 19F +!! rrrt xxi �lri �i NISa[r1wCE Iw... trpKat madete pe.1«mlrt�a under ioH m.dr.nre rond.o++r n O i d K[ n g' s H i g h w* -parson to STC t!md'Irdrrt 125T 1006Wlrn"I Historic Districtst I ,OOa Temperature Coefficient of Vx 0 [%FK] 0.24 -0.W Nominal Module Operating Temperature WOT F! All i ' 3°C M 1000 JIM? 1000 JUL) (A DC) 25 [lbse t7] 113J5400Pa)150j2400Pa) ['bsrft'; 169(8100Pa)r75(360OPa) ■ Qualifications and Certificates-D IEC 612Controlled W 7.2 Rheinland. O IEC 61215:2016, IEC 61730:2016,r C F " I t l PV module classification Cllsrss y ° Fire Rating based on ANSIIUL 61730 C I TYPE 2 Permitted Module Temperature -40°F up to r185°F 0 on Continuous Duty (-40'C up 10 +85°C; 5 Sf 3 25- A 1 03 _y U.S. Patent No. 9,893,2t5 (solar cells). � r us Milli 0 Ocells pursues minimizing paper output in consideration of the global environment. Note' lnstsll 4 nl4ucbwcs mini be fobeed Contact our tmhncal servce far further Mor tan an apwmed ernG•lls4on of 1ha product ��]] -enwnl 0 C E L L 5 A—, a In 40D SplcuumC~D6-.5u*. UM 1Mne. CA 92618. USA 111.+194974859961'w+ t n0141th,yOgcl11s.cperl Wt its IN932e9e461 c4e2a6ada5q aaa409 Old icing's Highway Historic District `old King's Highway Historic District SOLAR INVERTER 3.8kW17.6kW Tesla Solar invertert:ompletes the Tesla home solar system, converting DC power from solar to AC power for home consumption Tesla's renowned expertise in power electronics has been combined with robust safety features and a simple installation process to produce an outstanding solar inverter that is compatible with both Solar Roof and traditional solar panels. Once installed, homeowners use the Tesla mobile app to manage their solar system and monitor energy consumption, resulting in a truly unique ecosystem experience. KEY FEATURES • Built on Powerwall 2 technology for exceptional efficiency and reliability • Wi-Pi, Ethernet, and cellular connectivity with easy over -the -air updates • Designed to integrate with Tesla Powerwall and Tesla App • 3.8 kW and 7 6 kW models available 25— e 1 03 Doc ID:9b09832e9e461c4e2a6ada5030040267aaa40 SOLAR INVERTER JUL 0 8 2025 Tesla Solar Inverter provides DC to AC conversion and integrates with the Tesla ecosystem. including Solar Panels. Solar Roof, Powerwall, and vehiclOId I , -'� q aym1e55 sustainable energy experience. Historic District KEY FEATURES • Integrated rapid shutdown, arc fault, and ground fault protection • No neutral wire simplifies Installation ELECTRICAL SPECIFICATIONS • 2x the standard number of MPPTs for high production on complex roofs MODEL NUMBER 1534000-xx-y 1538000-xx-y OUTPUT (AC) 3.8 kW 7.6 kW Nominal Power 3.800 W 7,600 W Maximum Apparent Power 3,328 VA at 208 V 6,656 VA at 208 V 3.840 VA at 240 V 7,680 VA at 240 V Maximum Continuous Current 16 A 32 A Breaker (Overcurrent Protection) 20 A 40 A Nominal Power Factor 1 - 0.9 (leading / lagging) THD (at Nominal Power) <5% INPUT (DC) MPPT 2 4 Input Connectors per MPPT 1-2 1-2-1-2 Maximum Input Voltage 600 VDC DC Input Voltage Range 60 - 550 VDC DC MPPT Voltage Range 60 - 480 VDC Maximum Current per MPPT (I,.,) 13 A Maximum Short Circuit Current per MPPT (Ix) 15 A PERFORMANCE SPECIFICATIONS Peak Efficiency 98%at 208 V 98.4%at 208 V 98.1 % at 240 V 98.6% at 240 V CEC Efficiency 97.5%at 208 V 97 S%at 208 V 97.5% at 240 V 98 0% at 240 V Allowable DC/AC Ratio 1.7 Customer Interface Tesla Mobile App Internet Connectivity W -Fi (2 4 GHz. 802.11 b/g/n). Ethernet. C0ular(LTE/4G)l AC Remote Metering Support W Fi (2 4 GHz. 802.11 b/g/n). RS-485 Protections Integrated are fault circuit interrupter (AFCI). Rapid Shutdown Supported Grid Types 60 Hz. 240 V Sp -it Phase 60 Hz. 208 V Wye maximum current 'Cellular connectivity subject t-- network cperatcr ie-y :e=.)ve•age anj '.�-gnal -,trength ighway Strict MECHANICAL SPECIFICATIONS Dimensions 660 mm x 411 mm x 158 mm (26 n x 16 in x 6 in) Weight 52 b; Mounting options Wall mount (bracket) 7 Door and bracket can I e r-n .,v-d i.-r a r, .-u til, .i weight of 37 lb, 660 mm go 00 CE 00 CDCD 88 00 00 00 00 00 00 I [Li 158 411 mm .I �Mm mm ENVIRONMENTAL SPECIFICATIONS Operating Temperature -300C to 450C (-220F to 1130F)4 Operating Humidity (RH) Up to 100%, condensing Storage Temperature -300C to 700C (-220F to 158°F) Maximum Elevation 3000 m (9843 it) Environment Indoor and outdoor rated Enclosure Rating Type 3R Ingress Rating IP55(Wiring compartment) Pollution Rating PD2 for power electronics and terminal wiring compartment, PD3 for all other components Operating Noise @ 1 m < 40 db(A) nominal. < 50 db(A) maximum Fvr the 7.6 kW Solar Inver ter, performance may be de -rated to 6.2 kW at 240 V or 5.37 kW at 208 V when operating at temperatures greater than 450C COMPLIANCE INFORMATION Grid Certifications UL 1741. UL 1741 SA, IEEE 1547, IEEE 1547.1 Safety Certifications UL 1741 PVRSS, UL 1699B. UL 1998 (US). UL 3741 Emiss'ons EN 61000-6-3 (Residential). FCC 47CFR15.109 (a) 25-A103 TESLA.COrT, NERGY Doc ID:9b09832e9e461c4e2a6ada503ddef40267aaa40 SOLAR SHUTDOWN DEVICE The -esla Solar Shutdown Device is part of the PV system rapid ' shutdown (RSD) function in accordance with Article 690 of the applicable NEC. When paired with the Tesla Solar inverter, solar array shutdown is initiated by any IOSS of AC power. a ELECTRICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS Nominal Input DC Current Rating (1„P) 12 A Electrical Connections MC4 Connector Maximum Input Short Circuit Current (I5C) 15 A p — -91(1 - Maximum System Voltage 600' R Housing Plastic Dimensions 125 mm x 150 mm x 22 mm JUL ZQ?5 (5 in x 6 �n x 1 in) Weight 350 g (0,77 lb) RSD MODULE PERFORMANC EQ1d Klrlg!s Highway Mounting options ZEP Home Run Clip 1,14 Screw (910) Maximum Number of Devices per String 5 Historic District M8 Bolt (5/16") Nail / wood screw Control Power lane Excitation Passive State Maximum Power Consumption Warranty Normally open 7W 25 years COMPLIANCE INFORMATION Certifications RSD Initiation Method Compatible Equipment UL 1741 PVRSE, UL 3741, PVRSA (Photovoltaic Rapid Shutdown Array) PV System AC Breaker or Switch See CompatibrBty Table below ENVIRONMENTAL SPECIFICATIONS Ambient Temperature -400C to 50°C (-40°F to 122°F) Storage Temperature 300C to 700C (-220F to 158°F) Enclosure Rating NEMA 4 / IP65 650 mm 22 m UL 3741 PV HAZARD CONTROL (AND PVRSA) COMPATIBILITY --F 250 mm 150 min ir 0 crew M8 Bolt d Screw W4D; �t_J JUL 2 8 2025 Old Kings Highway Historic District Testa Solar Roof and Testa/Zep ZS Arrays using the fo lowing modules are Certified to UL 3741 and UL 1741 PVRSA when installed with the Testa Solar Inverter and Solar Shutdown Devices. See the Testa Solar Inverter Installation Manua' for detailed instructions and for guidance on installing Testa Solar Inverter and Solar Shutdown Devices with other modules. 9rwid frtodef Required Solar Shutdown Devices Testa Solar Roof V3 1 Solar Shutdown Device per 10 modules Testa Testa TxxxS (where xxx = 405 to 450 W. increments of 5'. 1 Solar Shutdown Device per 3 modules' Hanwha Q.PEAK DUO BILK-G5 1 Solar Shutdown Device per 3 modules Hanwha O.PEAK DUO BLK-G6* 1 Solar Shutdown Device per 3 modules 'Exception: Testa solar modules insta-led n �jc:ati&ns where the max Voc for three mcdu'es at low design temperatures exceeds 165 V shall be 1 -Ti ; d to two modules between MCIs. 2 5_ A 1 0 3 n TESLA OWENERGY Doc ID: 9b09832e9e46le4e2a6ada5O3ddef4O267aaa4O