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22-A109 38 Seminole Drive
='`Y TOWN OF YARMOUTH RE^ICD 5s 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 �w its Telephone (508) 398-2231 Ext 1292 -Fax (508) 398-0836 SEP 1 2 2k4.D ING'S HIGHWAY HISTORIC DISTRICT COMMITTEE YAHM00 + I -i APPLICATION FOR KING'S HIGHWAY 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 A I Indicate type of Building: CommercialFReroof Residential 1) Exterior Buildin Construction: New Building Addition Iterations IIGarage Shed Solar Panels Other: 2) Exterior Painting nSiding Shutters 13 Doors ❑Trim IIOther: 3) Signs/Billboards: n NeilliFenceL n Change to Existing Sign 4) Miscellaneous Structures: Wall Flagpole Please type or print legibly: Address of proposed work: 38 Seminole Dr, Yarmouth, MA 02675 nPool 00ther: Map/Lot # Owner(s) Donald Kochka Jr Phone #: +1-774-212-2243 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 38 Seminole Dr, Yarmouth, MA 02675 Year built Email dkochka(@yahoo.com Preferred notification method LxJ Phone Email Agent1contractor Empower Energy Solutions Inc _Phone #: (475) 221-2356 Mailing Address 30 OLD KINGS HWY S # 1001 DARIEN CT 06820-4551 Email operations@empowerenergy.co Preferred notification method: Phone Email Description of Proposed Work: Installation of a safe and code compliant, grid -tied PV solar system on an existing residential roof. 32 Panels112.80kw Signed (Owner or agent) Date: July 28, 2022 Ownerlcontractortagent is aware that a permit is required from the Building Department (Check other departments, also ) If application is approved, approval is subject to a 10 -day appeal period required by the Act This certificate is good for one year from approval date or upon date of expiration of Building Permit, whichever date shall be later. All new construction will be subject to inspection by OKH. OKH-approved plans MUST be available on-site for framing &final inspections. Rcvd Dater QI DIP; Amount U"—to Cash1CK #:11 jQ1 19 b Rcvd by: 51 w� 45 Days: Date Signed: Approved Approved with Modifications Denied Reason for Denial_ Signed APPLICATION #: ;y Ai f GENERAL SPECIFICATION SHEET ProieCt Address: 38 Seminole Dr, Yarmouth, MA 02675 FOUNDATION: Material: Exposure (Not to exceed 18"): CHIMNEY: Material/Color: GUTTERS: Material/Color: ROOF: Material: Asphalt Shingle Pitch (7112 min) 31" Height to Ridge: Color: SIDING: Material/Style: Front: Sides/Rear: COLOR CHIPS Color: Front: Sides/Rear: TRIM: All windows & doors to be trimmed with: 1 x 4 1x5 (Circle one.) Material: Color: Qty: Material: Color:Style/Size ERECEivimDOORS: (if not listed/shown on elevations):STORM DOORS: Qty: Material: Color:YAR GARAGE DOORS: Qty: MatT Style: Color: WINDOWS: Qtylside: Front Left: Right Rear: Color: Manufacturer/Series: Material Grilles (Required : Pattern (616. 211. etc.) Grille Type: True Divided Lite: Snap -In: _I I Between Glass: J= Permanently Applied _[_._jExlerior Interior STORM WINDOWS: Qty: Material; Color.- olor:SHUTTERS: SHUTTERS:Matt: Style. Paneled Louvered Color: SKYLIGHTS: Qty: Fixed Vented Size Color: DECK: Size: Decking Mat'I: Color: Railing Mat'l: Style; Color: WALLS/FENCES' (Max 6' height): Height. MatT Style: Color: (Show running footage & location on plot plan.) "Finished side of fence must face out from fenced in area. UTILITY METERS/HVAC UNITS: Location: Screening: LIGHTS: Qty: Style. Color: Location(s): LIGHT POSTS: Qty: Material: Color: Location(s): Additional information: 2 -General APPLICATION # "/ q RECIEW D TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE SEP 12 2022 YAt�iviOU i r7 ABUTTERS' LIST Applicant's (Owner) Name Property Address/Location Hearing Date: A ?;I- Notices a Donald Kochka Jr 38 Seminole Dr, Yarmouth, MA 02675 Notices must be sent to the Applicant and abutters (including owners of land on any public or private street or way) who's property directly abuts or is across the street from the Applicant. Please rovide the Assessor's Tax Map and Lot numbers onl . 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 Map Number Lot Number Applicant Information: ! Abutter Information 82018 Application #: �,—Aioq TOWN OF YARMOUTH 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 WAIVER OF 45 -DAY DETERMINATION The applicant/applicant's agent understands and agrees that due to the current declared National and State public health emergencies the determination of our Application for a Certificate of Appropriateness/Demolition/Exemption may not be made within 45 days of the filing of such application. The applicant agrees to extend the time frame within which a determination is to be made as required by the Old King's Highway Regional Historic District Act. SECTION 9 -Meetings, Hearings, Time for Making Determinations "As soon as convenient after such public hearing; but in any event within forty-five (45) days after the fling of application, or within such further time as the applicant shall allow in writing, the Committee shall make a determination on the application. " Applicant understands that the review of this application will be scheduled as soon as the situation allows. Applicant/Agent Name (please print): Asim Hafeez Applicant/Agent signature: CEIVED SEP 12 2022 YARiv1OU-I-H 3!2020 Date: July 28, 2022 Application #: ;R'ADq 9112122, 2:56 PM abouttlank 38 Seminole Drive 4V115 116.4 .140 116.5 cb 116.2 115.141* % 1 1_ F I.1b.1 1.15.149 Ml��L�QRIVE **116.103 1.16.104 116.105 t1,15.150 _ Seplember 12, 2022 RECEIVED SEP 12 2022 � Yki-tilYlUiJl t-. OLD KING'S HIGHWAY 116.6 116.96 1.1,1128 0 37.5 75 150ft 010 20 40 m S',NICR. w A'Ipu OS "'SCS. N". %ASF MAR M qm— Nct!s MLS. b5. 7RKR GeaOlOfq-ai{es. U]rs.vati'" GrM1. v3Pa^C f{4{.. NLS. O . mY Gfs*" mmrt�F_4; C]t] r6 1144 yiryin yf p�irtyy YR Q'6fQC4 wY lfiM.vTJ r9 :4¢'[u4aTi' P -M 0y to -W"n w abouttlank 111 LING coxsuL�xc Scott E. Wyssling, PE Jon P. Ward, SE, PE Gregory T Elvestad, PE Empower Energy Solutions 30 Old Kings Highway South #1001 Darien, CT 06820-4551 To Whom It May Concern: 76 North Meadowbrook Drive Alpine, UT 84004 office (209) 874-3483 swyssling@wysslingconsulting. com June 3, 2022 FRIECFive) 2 2022 IOiI r t. Re: Engineering Services Kochka Residence 38 Seminole Drive, Yarmouth Port MA 12.800 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: Prefabricated wood trusses at 24" on center with all members consisting of C. Loading Criteria Used • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 3 psf o 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 o Ultimate Wind Speed = 141 mph (based on Risk Category 11) a Exposure Category C Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2015 International Residential Code, including provisions allowing existing structures to not require strengthening if the new toads do not exceed existing design loads by 905% for gravity elements and 110% forseismic elements. This analysis indicates that the existing framing members will support the additional panel loading without damage, if installed correctly. 2x4 dimensional lumber. Roof Material: Composite Asphalt Shingles Roof Slopes: 31 degrees Attic Access: Accessible Foundation: Permanent C. Loading Criteria Used • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 3 psf o 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 o Ultimate Wind Speed = 141 mph (based on Risk Category 11) a Exposure Category C Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2015 International Residential Code, including provisions allowing existing structures to not require strengthening if the new toads do not exceed existing design loads by 905% for gravity elements and 110% forseismic elements. This analysis indicates that the existing framing members will support the additional panel loading without damage, if installed correctly. 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 defiect non - uniformly, our office should be notified before proceeding with the installation. 2. The maximum allowable withdrawal force for a 5116" lag screw is 235 lbs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on a minimum penetration depth of 2'/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 one 5116° diameter lag screw with a minimum of 2'h" 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 48" on centers. 4. Panel supports connections shall be staggered to distribute load to adjacent framing members. Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing roof system will adequateEy 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. V =1yyours Scott E. Wyssli /, PE MA License No. 505 Signed 6/3/2022 SEP 12 2022 Y;af�sdiUU �;�� NS LTING C powered by D .PEAK DUO B L K ML -G1 0 + EOPO RE Errf ° RESEARCH � , : , � CH 385-410 L �.L :SEAR �µ MOOULE5 lPVLFS :NDURING HIGH l��l THE IDEAL SOLUTION FOR: Rooftop arrays 69 resdenGal buildinin gs Engineered in Germany YR Q Warranty Q CELLS P.o ac.n_ Yield security BREAKING THE 20% EFFICIENCY BARRIER A Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 21.1%. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY _ Q CELLS is the first solar module manufacturer to pass the most comprehen- OQ sive quality programme in the industry: The new "Quality Controlled PV" of the �+ independent certification institute TUV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE 01 Long-term yield security with Anti LID Technology, ` Hot -Spot Protect and Traceable Quality Tra.QT . EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). A RELIABLE INVESTMENT Inclusive 25 -year product warranty and 25 -year [( linear performance warranty'. See data sheet on rear farFRE 2 2022 CELLS MECHANICAL SPECIFICATION Format 1879mm x 1045 mm x 32mm (including frame) Weight 2201 Front Cover 3.2 mm thermally pre -stressed glass with anti -reflection technology + Back Cover Composite film hFrw Frame Black anodised aluminium [O Call 6 x 22 monocrystalline Q.ANTUM solar half cells ,function box 63-101 mm x 32-60 mm x 15-18 mm Protection class Pi with bypass diodes 8.°K^rP Ma Cable 4 mm= Solar cable, {+) > 1250 mm, (-) >-1250 mm POWER CLASS Connector Staubli Ili IP68 395 .°aa m+ 895.5w� + is s rni.i � IB S.m hFrw [O sa 8.°K^rP Ma POWER CLASS 385 390 Power at MPP PvFF [WI 288.8 292.6 296.3 300.1 303-8 307.6 E Short Circuit Current Isc [A] 8.90 8.92 895 8.97 9.00 9.03 E Open Circuit Voltage Voc [V] 42.62 - 42.65 42-69 42.72 42.78 42.79 E Current at MPP 6F [A] 8.35 8.41 646 8.51 8.57 8.62 Voltage at MPP V-0 [V] 34-59 34.81 35.03 35.25 35.46 3568 'Measurement tolerances Purr ±3%. I,_; V . ±5% at STC: 1000W/ni 25±2°C, AM 1.5 according to ILC 60904-3 •-800WJmz, Ni spectrum AM 1,5 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE o-7`°° - .=,_ a .; -�° --r-----r-----,-----'I---- Z¢ r W >._,m...r ._ At least 98% of nominal powerdur- r i r V ,F ing first year. Thereafter max. 0.5% ------------------------------ degradation per year. At least 93.5 % y W ` of nominal power up to 10 years. At f� im 3 I Fr. FVFF least 86% of nominffi power up to 25 ears- ' SEP 1 2% 7 o � All data within measurement toter- ¢ i r ' 4.0�C ances- Full warranties in accordance .0 ' ' C o with the warranty terms of the S" W a W CELLS sales organisation of your IsnnnlnNCE{wf3 iH�Ff"lIVI �.%lJ]rt u m respective counay. Di_��ILG,S� YEL31E Typical module performance under tow lrradance condition i T y y - ,may cwTF.�,c.r comparison to STC conditions 125"C. 1000W/m'). .1 TEMPERATURE COEFFICIENTS Temperature Coefficient of I_ a [%JK] +0.04 Temperature Coefficient of V. -c [%JK] -0.27 o Temperature Coefficient of P, ;,° y [%/K] -0.34 Nominal Module Operating Temperature NMOT ]°C] 43±3 a PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage Vs.s [V] 1000 PV module classification Class II o Maximum Reverse Current IR ]A] 20 Fire Rating based on AN511ifL 61730 C/TYPE 2 Max. Design Load, Push 1 Pull Y g [Pa] 360072660 Permitted Module Temperature -40°C -+85°C Mex. Test Load. Push/ Pull [Pa] 5400/4000 on Continuous Duty o a QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION w a m Duality CWLr011ed PV-Tuv Rheinland: 24t, 6, IE'n' w IEC 61215:201C 61730:2016. Ke L jadticJ p This dWa sheet rgnP kis r 9 mth DiN EN 50380- iO"'"""' C Horizontal 1940mm 1100mm 1221 751 kg 28 pallets 24 pallets 32 modules o QCPV Cerlifica6-9-119 packaging Certilc~tiolder o lrn>san Hanwha a CELLS Gm4H Note: installation instructions must bei See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Made In Korea Hanwha 0 CELLS Australia Pty Ltd Suite 1. Level 1.15 Blue Street, North Sydney, NSW 2060,AustmilaITEL +61(0)2 9016 30331 FAX +61(0)2 9 016 30321 EMAIL ct-cells-australia@chcalls com I WEB wwwchcells.comlau w Engineered in Germany OCELLS is s rni.i � IB S.m ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 410 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC` (POWER TOLERANCE +5W 1-0 W) Power at Mi RIFF (W) 385 390 395 400 405 410 E Short Circuit Currents 1,7 [A] 11.04 11.07 11.10 11-14 11.17 11.20 Open Circuit Voltage' E V�❑ [V] 45.19 45.23 45.27 45.30 45-34 45.37 c Current at MPP IA." [A] 10.59 10.85 1071 10.77 10.83 10.89 Voltage at MPP V,:FF [V] 36.36 36-62 36.88 3713 37.39 37.64 Efficiency' n [%] >_19.6 219.9 220.1 120.4 x20.6 209 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS. NMOT; - Power at MPP PvFF [WI 288.8 292.6 296.3 300.1 303-8 307.6 E Short Circuit Current Isc [A] 8.90 8.92 895 8.97 9.00 9.03 E Open Circuit Voltage Voc [V] 42.62 - 42.65 42-69 42.72 42.78 42.79 E Current at MPP 6F [A] 8.35 8.41 646 8.51 8.57 8.62 Voltage at MPP V-0 [V] 34-59 34.81 35.03 35.25 35.46 3568 'Measurement tolerances Purr ±3%. I,_; V . ±5% at STC: 1000W/ni 25±2°C, AM 1.5 according to ILC 60904-3 •-800WJmz, Ni spectrum AM 1,5 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE o-7`°° - .=,_ a .; -�° --r-----r-----,-----'I---- Z¢ r W >._,m...r ._ At least 98% of nominal powerdur- r i r V ,F ing first year. Thereafter max. 0.5% ------------------------------ degradation per year. At least 93.5 % y W ` of nominal power up to 10 years. At f� im 3 I Fr. FVFF least 86% of nominffi power up to 25 ears- ' SEP 1 2% 7 o � All data within measurement toter- ¢ i r ' 4.0�C ances- Full warranties in accordance .0 ' ' C o with the warranty terms of the S" W a W CELLS sales organisation of your IsnnnlnNCE{wf3 iH�Ff"lIVI �.%lJ]rt u m respective counay. Di_��ILG,S� YEL31E Typical module performance under tow lrradance condition i T y y - ,may cwTF.�,c.r comparison to STC conditions 125"C. 1000W/m'). .1 TEMPERATURE COEFFICIENTS Temperature Coefficient of I_ a [%JK] +0.04 Temperature Coefficient of V. -c [%JK] -0.27 o Temperature Coefficient of P, ;,° y [%/K] -0.34 Nominal Module Operating Temperature NMOT ]°C] 43±3 a PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage Vs.s [V] 1000 PV module classification Class II o Maximum Reverse Current IR ]A] 20 Fire Rating based on AN511ifL 61730 C/TYPE 2 Max. Design Load, Push 1 Pull Y g [Pa] 360072660 Permitted Module Temperature -40°C -+85°C Mex. Test Load. Push/ Pull [Pa] 5400/4000 on Continuous Duty o a QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION w a m Duality CWLr011ed PV-Tuv Rheinland: 24t, 6, IE'n' w IEC 61215:201C 61730:2016. Ke L jadticJ p This dWa sheet rgnP kis r 9 mth DiN EN 50380- iO"'"""' C Horizontal 1940mm 1100mm 1221 751 kg 28 pallets 24 pallets 32 modules o QCPV Cerlifica6-9-119 packaging Certilc~tiolder o lrn>san Hanwha a CELLS Gm4H Note: installation instructions must bei See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Made In Korea Hanwha 0 CELLS Australia Pty Ltd Suite 1. Level 1.15 Blue Street, North Sydney, NSW 2060,AustmilaITEL +61(0)2 9016 30331 FAX +61(0)2 9 016 30321 EMAIL ct-cells-australia@chcalls com I WEB wwwchcells.comlau w Engineered in Germany OCELLS m u a E a V) D o Z o I'D LU w Ln Ln\ L S O = o 0 0 V co 0 m w w w LA tA a p ulLn En .!Co 0 _ ++ o � V'1 . 3:vwi n INVERTERS g • O �i , O O I! SEP 12 202? rHtiiv'Gu r t, O O o � � w Ln v7 L V o O O o� O C) �— � Q� « ° \ � � N a N 1 Y� V Yo 3 a a T a0 O Z o v E A Z L L •� Z O0 o w LAV)N rn o E u g • O �i , O O I! SEP 12 202? rHtiiv'Gu r t, �m o � � o o� �r « ° m � � N a F m Y� V Yo 3 a a T O Z o v E A Z L O rn o E u rn E O E E E . r r ■ c ° 2 y V w -257 m +�+ O " E v ° v a d„ c t N c z o fy a �N 0 +'v .Ll E v ori o m LU Ln - ai W Vo LA = CD ' ado 0 rrww Yl m f LA VI L/1 � VI V) Q _ D C. 0 c) m t� z W W € D Vttn=' _= C =' Z r RFCFIVFD SEP 12 2022 YArif'ou -I r; C 9 O = c - �--Avc, PowerOptirnizer For North America P37O / P4OO / P4O1 / P485 / P5O5 RECEIVED SEP 12 2022 YAN00i c r-, PV power optimization at the module -level Specifically designed to work with SolarEdge inverters Up to 25% more energy Superior efficiency (99.5%) Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading Flexible system design for maximum space utilization M O M 0 N M Fast installation with a single bolt Next generation maintenance with module - level monitoring Meets NEC requirements for arc fault protection (AFCi) and Photovoltaic Rapid Shutdown System (PVRSS) Module -level voltage shutdown for installer and firefighter safety solaredge.com solar• • Power Optimizer For North America P370 / P400 / P401 / P485 / P505 FICEIVED SEP 12 2022 YAhiviiJU'I I-1 INPUT Rated Input DC Power 370 40C 485 505 W Absolute Maximum Input Voltage (Voc at lowest temperature) bG 80 60 125- $3' Vdc MPPT Operating Range $ - 6D 8-80 8-60 12.5 -105 12.5-83 Vdc Maximum Short Circuit Current (Isc) 11 10-1 11.75 11 14 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98-8 (6) For detailed string siirng informal refer to: httpyAm.sabredge.conVsites/defaulVileVstring_sizing na.pdf % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) power- Refer to, httpsl/w .solafedge. com/sites/default/files/se-power-optm¢er-single-stdng-design-application-note pdf Maximum Output Current 15 Adc Maximum Output Voltage 60 80 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1± 01 0 5o1arEdge Technologies Ltd. Al rights—ored.50I.Aep0GE, the SolarEdge Iogo.OPTts4CtEO BYSOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies. Vdc STANDARD COMPLIANCE us Photovoltaic Rapid Shutdown System NEC 2014, 2017 & 2620 NEC 2014, 2017 & 2020 NEC 2014, 2017 & 2020 EMC FCC Part 15 Class 8,1EC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 Material UL94 V-0, UV Resistant RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H) 129x153x27.5/5.1x6 x11 129x153x33.5/ 5.1x6x1.3 129x153x29.5/S.1x6 129x153x33.5/51 x1.16 x6x1.3 129x162is59/ 5.1x6.4x2.3 mm /in Weight (including cables) 655/1.4 750 / i.7 655/1.4 845/19 1064/2.3 gr/lb Input Connector MC415I Single or dual Ml X') MC4t1I Input Wire Length 0-16/052,09/295"' 0.16/0.52 0.16/052,0-9/2-95" 0.16/0.52 0.16/0-52 m/ft— Output Wire Type / Connector Double Insulated / MC4 Output Wire Length 12/39 Operating Temperature Rangehl -40 to +85 / -40 to +185 C /'F Protection Rating IP68 / NEMA6P Relative Humidity 0-100 % (1) Rated power of the module at STC will not exceed the optimizer'Rated Input OC Power'. Modules with up to +5% power tolerance are allowed (2) NEC 2017 requires max input voltage be not mons than 80V (3) For other connector types piease contact SolarEdge (4) Far dual version for parallel connection of two modules use 948S-4NMDMRM. In the case of an odd number of PV modules in one string, installing one P485 dual version power optim¢er connected to one PV module. When connecting a single module seal the unused input connectors with the supplied pair of seals (5) For ambient temperature ahave -1 / +1857 power de -rating is applied. Refer to Power Optimizers Temperature De -Rating Technical Note for more details Minimum String Length P370, P40D, P401 8 10 18 (Pourer Optimizers) P485, P505 6 8 _ 14 Maximum String Length (Power Optimizers) 25 25 50 Maximum Nominal Power per String 57Cl {6000 with 52.0. 60000) 12750('°1 W SE76W-US - SE11400-US) Parallel Strings of Different Lengths or Orientations yes (6) For detailed string siirng informal refer to: httpyAm.sabredge.conVsites/defaulVileVstring_sizing na.pdf (7) It is not allowed to mix P485/P505 with P370/P400/P401 in one string - (8) If the inverters rated AC pourer 5 maximum nominal power per string, then the maximum power per string will be able to reach up to the inverters maximum Input DC power- Refer to, httpsl/w .solafedge. com/sites/default/files/se-power-optm¢er-single-stdng-design-application-note pdf (9) For 20W grid: it B allowed to install up to 7.200W per string when the maximum power difference between each string is 1,000W (i01 For 2771480V grid: it is allowed to install up to 15,000W per string when the maximum power difference between each string is 2,000W 0 5o1arEdge Technologies Ltd. Al rights—ored.50I.Aep0GE, the SolarEdge Iogo.OPTts4CtEO BYSOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies. eC I Rill Inc-AII other trademarks mentioned herein are trademarks of their respective owners. tate 04/2021 DS-D00044.2A-NA Subject to change without notice, us Intel RECRVED SEP 12 2022 i ki1Iwvu 11, I _A co LL m Cl CC x C a`a y C m m N m $�=o m - &Z �Z v m 0 E00Nv�u am��a =3�ao m - �x5¢°c mn'c m 'W1 �9�A of u t N ca F 3', E v o5 y v o� B5� _o -gym H% mg E8$w O SEE- ANO wL NWSc H $ '05w$ o is ¢ ¢ 0 N_ Cy GZ tf6]IL ❑ n R � m m w a EEawm mm go �- pC a2' m � D yyyy a -3_m 8yy3c 3� .� ¢$ o ng•� m$ X H n Q � n _A co LL m Cl CC x C a`a y C m m N m $�=o m - &Z �Z v m 0 E00Nv�u am��a =3�ao m - �x5¢°c mn'c m 'W1 �9�A of ,.t " z• tl ' .•- � Z-.� �'-r�..r � .4 }r '�y,' ' '-cz4k a M � ,y '; � -_4 •Sxd- 471 r 'y -. - 'F t r: r%. ! - xi>< fi r'�z Ce yam' r 3•r F*,. - a s•�k a„ra2 a �. � J -z �.• g� �,..�4 �St, t- 'i;J`6•r X .. rf -r i7�X` -Fti »-ski 3'1 .+` •'�i' $ a � �` t�f s a s x'f �' s r�r a � � W4 moi � a Y.n � � -} ' � �� 7'a ;�- � sS �+`_7"� r " t i- � sa -� ��^ a• x 1 � i - � -'p X• 4 =S .x,A{r`. zg2AA°F� �'%.,� r k" `'�!y k'., •Cv --'f- 'i� K'"� .t- :yes jrp �,kg-f = 4 tx;¢ 5� = l• r.R �, ?-h r i' r'. 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EMPOWEP ENERGY SOLUTIONS Site Assessment Customer: Don Kochka Address: 38 Serninole Dr Yarmouth Port, MA 02675 System size: 12.80 kW Yr 1 Production: 12,518 kWh Designer: Empower Designs Date: May 13th, 2022 EC FIV SEP 12 2022 Yr-11'llvi�yr i i powered by aurora 'Aloq Site Assessment Custorner: Don Kothka Address: 38 Seminole Dr Yarmouth Port, MA 02675 RF—CFIED SEP 12 2022 r Nizlv�v i i Component List Manufacturer Model Quantity Qcells Q.PEAK DUO BLK ML- 32 G10 400 SolarEdge Technologies Inc. P400 32 SolarEdge SE10OOOH-US 1 Technologies Inc. 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