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23-A085 53 Gingerbread Lane Approved3r°sY� TOWN OF YARMOUTH ° RECFAI�� 1146 ROUTE 28, SOUTH YARMOUTH, MA 02884-4451 i Telephone (608) 398-2231 Ext. 1292-Fax (508) 398-0836 hN 0 ,,OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE APPLICATION FOR Hi�tivluui r� oL171riG'S H4GHWAY 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 :INFORMATI.ON. Check All Categories That Apply: Indicate type of Building: Commercial x Residential 1) Exterior Building Construction: New Building Addition Alterations Reroof Garage Shed x Solar Panels Other: 2) Exterior Painting: Siding Shutters Doors Trim Other: 3) Signs/Billboards: New Sign 4) Miscellaneous Structures: Fence Please type or print legibly: Change to Existing Sign _Wall Flagpole Pool Other: Address of proposed work: 53 Gingerbread Ln Yarmouth Port MA 02675 Map/Lot # 121 1 W Owner(s): Judson Phelps Phone #: (508) 362-5921 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 53 Gingerbread Ln Yarmouth Port MA 02675 Year built: Email: judsonphelpsl@gmail.com Preferred notification method: X Phone X Email Agent/contractor: Empower Energy Solutions, Inc. Phone #: (203)493-2977 Mailing Address: 30 OLD KINGS HWY S # 1001 DARIEN CT 068204551 Email: operations@empowerenergy.co Description of Proposed Work: Preferred notification method: X Phone X Email Installation of a safe and code -compliant, grid -tied PV solar system on an existing residential roof. 22 Panels18.91 kw (dc) Signed (Owner or agent): Date: 06/02/2023 ➢ Owner/contractor/agent 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 Date: . ©`3 Amount L t o, �y CashlCK #: �4 7 �1 Rcvd by: 45 Bays: Date Signed: 7 _Le.-l' Approved Reason for Denial_ Signed: 1 Approved with Modifications Denied APPLICATION #: o� Y TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1 146 ROUTE 28, SOUTH 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 ownerlcontractorlagent for construction at J2? 6 1iebo ?-i 1' >f\k• , Map/Lot � CIA # �3�� Approval Date: [X---�- 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 issuance of an Occupancy Permit or final inspection approval. I have read and understand the above statements. Date: i1 Signed: �_y- (Own rl ontractor/A ent) fe APP Ii 0� OCT 2 3 2023 � Signed: (Chairman, Old King's Highway Committee) YARMVUTh { HAOKH COMMITTEE Application FormslStatemert of Understanding 2015 docx Updated 12l201 5 GENERAL SPECIFICATION SHEET Pro*ect Address: 53 Gingerbread Ln Yarmouth Port MA 02675 FOUNDATION: Material: Exposure (Not to exceed 18"): CHIMNEY: Material/Color: GUTTERS. Material/Color: ROOF: Material: Asphalt Shingle Pitch (7112 min) Height to Ridge: Color: SIDING: Material/Style: Front: Color: Front: TRIM: All windows & doors to be trimmed with: Material: DOORS: Qty: Material: Style/Size (if not listed/shown on elevations): STORM DOORS: Qty: Material: GARAGE DOORS: Qty: MatT WINDOWS: (side:: Front: Left: Manufacturer/Series: Grilles (Required): Pattern (616, 211, etc.) _ Snap -In: Between Glass: Sides/Rear: Sides/Rear: 1x 4 1x5 (Circle one.) Color: Color: Color: _ Style: Color: _ Right: Rear: Color: Material: _ Grille Type. True Divided Lite: Permanently Applied: Exterior Interior STORM WINDOWS: Qty: Material: Color: COLOR CHIPS RECRVIED JUN 0 9 2023 (Ah4iA0UTh OLD KING'S HIGHWAY SHUTTERS: MatT Style: Paneled Louvered Color: 1APPROVED SKYLIGHTS: Qty: Fixed Vented Size Color: DECK: Size: Decking MatT Color: OCT 2 3 2023 Railing MatT Style: Color: rAHMOU j�H OLD KINGS HIGHWAY WALLSIFENCES* (Max 6' height): Height: Mat'I: Style: Color: (Show running footage & location on plot plan.) *Finished side of fence must face out from fenced in area. UTILITY METERSIHVAC UNITS: Location: Screening: LIGHTS: Qty: Style: Location(s): LIGHT POSTS: Qty: _ Location(s): Additional information: Material: Color: Color: 2-General �},-� APPLICATION M O? r� 3 � ` a' y- Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 45-DAY TIMEFRAME RECFIVEQ WAIVER )UN 0 9 2023 r AhIVIUU I r, Application #: 772 --- * 2� Project Address: 30 OLD KINGS HWY S # 1001 DARIEN CT 06820.4551 Application Received Date: 45 Day Decision Deadline: �I��►i3 IMIe, 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: e Li W P 3-S Date: 06/02/2023 APQPOVF-0 OCT 2 3 2023 YARM-0 ,- u,nr�V Signed: Owner Owner Asim Hafeez Contractor/Agent TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 2023 MEETING SCHEDULE TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE Applicant's (Owner) Name: Property Address/Location: Hearing Date: `� D ABUTTERS' LIST Judson Phelps 53 Gingerbread Ln Yarmouth Port MA 02675 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: LRECF—WED 9 2023 S HIGHWAY . APPROVED OCX 2 11111 YAr MOU i h COLD KINGS H=IGHWAY Map Number Lot Number 0.1 Sil% tr35`/ Application #: 9--�'M- 8.2018 3 nl',-.Y*41� TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 026644451 1211 671 1 1 CARTER RICHARD Please use this signature to certify this list of properties CARTER RACHEL directly abutting and across the street from the parcel located at: 75 FAIRBANKS AVE 53 Gingerbread Ln., Yarmouth Port, MA 02675 WELLESLEY , MA 02481 Assessor Map 121, LO 84 1241 831 1 1 Andy M hado, Director of Assessing LESSER STELLA TR June 26, 2023 THE 47 GINGERBREAD LN RLTY TR 3 WEST WOODS YARMOUTH PORT, MA 02675 1211 841 1 1 PHELPS JUDSON H PHELPS BARBARA RAY 'Lt�i��� 53 GINGERBREAD LN YARMOUTH PORT, MA 02675 .SUN 2 6 2023 122/ 251 1 1 ARMOU1 h NATHANSON JULIE TR OLD KING'S HIGHWAY NATHANSON FAMILY TRUST 146 EDGARTOWN RD VINEYARD HAVEN , MA 02568 �,i yff)'3 PR OVED OCT 2 3 zoz? 01 n "MMOUiH w N W R.i N N I r4 fyl NeIq N O W Q V} OC Lij W (N u NP N rn Y GINGERBREAD LAME a` OR o F� -4 rr N N +� W 1 Q' N N ri ��__-----VESP� ER ENE �n � r1 h L!'1 N -- N 4 ri z 22��5y E C) F 4 tYs IN r � a m g lE i$ F 92F RECR M IIED JUN 0 9 2023 r Ah]VIUU'I r, OLD KING'S HIGHWAY OCT 2 3 2023 �A!MOU-fH LING coxsNc Scott E. Wyssling, PE Coleman D. Larsen, 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, LIT 84004 office (201) 874-3483 swyssling@wysslingconsulting.com June 1, 2023 Revised September 25, 2023 Re: Engineering Services Phelps Residence 53 Gingerbread Lane, Yarmuth Port, MA 8.910 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: 2x6 dimensional lumber at 16" on center. Roof Material: Composite Asphalt Shingles _. Roof Slopes: 16, 18 & 39 degrees�C/1�` Attic Access: Accessible E F Foundation: Permanent C. Loading Criteria Used SEP2520 fAH(VIUU i • Dead Load OLD KlNQ'S Hi HVVA� 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 = 140 mph (based on Risk Category li) o Exposure Category C A PPRO VE Q C T 2 3 2023 OLD KINGS HIGHWA' 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 loads do not exceed existing design loads by 105% for gravity elements and 110 % for seismic elements. This analysis indicates that the existing framing members will support the additional panel loading without damage, if installed correctly. ��f Vo Page 2of2 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 5116" lag screw is 229 Ibs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on a minimum penetration depth of 21/", 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'/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 48" 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. At-r y yours, Scott E. Wyssli PE MA License No. 505 COA# 001629764 ECEIVED SEP ? 5 2023 r AhMou i r e I APPROVED Wyssling Consulting, PLLC 76 N Meadowbrook drive, Alpine UT 84004 Massachusetts COA #001629764 Signed 9/25/2023 OCT 2 3 2023 KING'S HIGI- g SM �YSSLING cONSULMG � s J Q w J W Z z 0 F w tq w d� Q w -i W H Z m v 3 0 cn to N M CD d REGFIVED SEP 22{ J N w YAt1Wu a �} w lw w w Q w w w d z Z o LL (�7 O S ¢ Z ❑ z z W U7 rc w O wNtj ww❑ {--' >� N z Q w" w o 3 a F 6 0 m W Z W 0 r n m v 5 6��y d4' N US W _ Z $ O N 5 a c DWW WC� iT) mZ N U G W m ¢ N co 0 _ m CM Goo, ❑� N ¢ram M W o 0 04 Go W U a W W U It rto CL t W W u] C� flZ m W chN QUco U m Z IL Y Z LtoO r cm�j J w� �U W W Q N N Q p J S w Cl) W Z aa w ❑ U) Q w W W a C7 i W z x 0 W w Vrl W w? In 0 V O O m z a w g w v x F w m Z❑. 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FOR: (10 resideRooftop arrays on residential buildinIn gs Engineered in Germany TOP BRAND Pv roaa No w x�rwu 2017 ,2018 2021 2020. 2019 "REcj11. �Ml ED YR Q S� p � 5 202 (Ai tIWUU 1 i l Warranty Q CELLS vr�, =d F, Ta-x Meld Secumy LOL{] KIIVG'S HIGHWAY _, na BREAKING THE 20% EFFICIENCY BARRIER 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- 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 Long-term yield security with Anti LID Technology, Hot -Spot Protect and Traceable Quality Tra.Qlm. EXTREME WEATHER RATING /L High-tech aluminium alloy frame, certified for 7/ high snow (5400 Pa) and wind loads (4000 Pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year l linear performance warranty'. ' See data sheet on rear for further information. APPROVED OCT 2 3 2023 YAFINAGU l H OCELLS Format Weight Front Cover Back Cover MECHANICAL SPECIFICATION 1679mm x 1045mm x 32mm (including frame) 3.2mm thermally pre -stressed glass with anti -reflection technology Composite film Frame Black anodised aluminium Cell 8 x 22 menocrystalline G.ANTUM solar half cells Junction box 53-101 mm x 32-60 mm x 15-18 mm Protection class 1P67, with bypass diodes Cable 4l Solar cable; (+) >> 1250 mm, (-) 21260 mm Connector Staubli MC4; IP68 Ja)9mm lOeBmm ]%.5mm + eusaan + a. rwwsiapeme.l6mn F.e,. s6emm C3 a " d+ 8-peraq M1elea + am(nrTut4 + �A FYM� ea 6mnT __ 6- ELECTRICAL CHARACTERISTICS POWERCLASS 385 390 395 400 405 410 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE+5 W /-0W) Power at MPP' PM [W] 385 390 395 400 405 410 E Short Circuit Current' Isc (A] 11-04 1107 11.10 11.14 11.17 11.20 3 Open Circuit Voltage' V_ [V] 45.19 4523 4527 45.30 45.34 45.37 E 5 Current at MPP I_ [A] 10.59 10.65 1071 1077 10-83 10.89 Voltage at MPP V_ [V] 36.36 36.62 36.88 37.13 3739 3764 Efficiency' q [%] >-19.6 >_19.9 >20.1 ?20.4 >_20.6 20.9 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT' Power at MPP P_ [W] 288.8 2926 296.3 3001 303.8 307.6 E Short Circuit Current Ise [A] 8.90 8-92 8-95 8-97 9.00 9.03 E Open Circuit Voltage Voo IV] 42.62 42.65 42.69 42.72 42-76 4279 Current at MPP IM [A] 8.35 8.41 8.46 8.51 8.57 8.62 Voltage at MPP Vr.w IV] 3459 34.81 35-03 35.25 35.46 35.68 'Measurement tolerances P„r, ±3%; Imo; Va ±5% at STC. 1000 Wlmr, 2512 °C. AM 1-5 according to IEC 60904-3 •'800 W/rl N V OT, spectrum AM 1.5 O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE } i z---- r- -anus p u ����� uM _.em,�.d.eati�o At 96%otnominal power dur- ing - W : w ing first year. Thereafter maK, 0.5% 'Ital -------------------------- degradation per year. At le 93.5% em LL' L5 of nominal power up to 10 years. At i r ua � z leas) 661kof nominal power a to d0 " p p --.--------- 25years. SEP 2 5 o > a:z g r i i i Q w All data within measurement toler- ances Full warranties in accordance `` with the warranty terms of the am am aeo We (ANVIkik- A O CELLS sales organisation o4 our aao laxAD1ANCEfwlr�'7 'r I'"Vr�, 9 y OLD KINQ'S HI(_' a s respective country. rsaas Typical module performance under low irradiance conditions in comparison to STC conditions [2l 1000WIm]). a TEMPERATURE COEFFICIENTS Temperature Coefficient of Isc o [%/K) +0.04 Temperature Coefficient of V_ A [%/K] -0-27 Temperature Coefficient of P]err y [%1K] -0.34 Nominal Module Operating Temperature fVMOT [-Cl 43±3 ry PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage Vsrs [V] 1000 PV module classification Class II Max(mum Reverse Current Ia [A] 20 Fire Rating based on ANSI! UL 61730 C/TVPE 2 Max. Design Load, Push/Pull [Pa] 3600/2660 Permitted Module Temperature -40'C - +8l >< Max. Test Load, Push/ Full [Pa] 5400/4000 on Continuous Duty o QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION 0 Quality Cantr lied PV-iuv Rheinland; 6at1 TEi he tc;IEC,iV303(718. This data sheet complies L with DIN EN 50380. CE GCPVCerelloa ongoing. Cerefic--holder. m iii�m�n Ha haQCELLSGmbH 00 `d/ l J @R1% A Horizontal 1940mm 1100mm 1220mm 751kg 28pallets 24pallets 32moduies packaging Not*: Installation instructions must be tollowed. See the installation and operating manual or contact our technical service department for further use of this product. Made In Korea Hanwha 0 CELLS Austrel Pty Ltd Suite 1, Level 1, 15 Blue Street, North Sydney, NSW 2060, Australia I TEL +61(0)2 9016 3033 I FAX +61(0)2 9016 3032 I Engineered in Germany wed installation and - OCT 2 3 20232 vAR IGU I Ft AY OCELLS m u �L QCi G \ a LA _ - 0 0 z o L W o L N LA o =o gN c s v LnL. \ \V) vi a > 0 o a� N m LA Ln a Q V1 LA a� s o 0 i^ •� W W r v I LA U1 0 0 INVERTERS In _0 0 0 L� w W N \ 0 CD Ln LU V1 �] - \w W vi \ tA D = O O O 1 u 00 0 aQ i W W v V, tA 03 2 a Ln V) cn i z CD CD V! O w w ° y_ cn Ln RECEIVED SEP 2 5 2023 i pIC[1Y OU I h OLD KING'S HIGHWAY APPROVED", 1 OCT 2 3 2023 i F1HIviuu i i•; OLD KING'S HIGHWAY m c w Q� c w 1` o c • j O O o 3 n p K3 y O O Chp •. Y OI GI J � o m � Od E E CL o O o O Z a Q U N o 'E rn o 2 rn oN o 0 _ro N n � r ao c a -Zg A `0 O a > 0 -5LE v S 0 ► ■ ■ ► o SEP 2 5 2023 Y AhIVIULl I r F u E \ a 0 Z o lD O �} W N N to O 2 0 a OUJ N _ s �+ V] \ \ V) Ln _ 2 O ,00 N 00 O w w _ p. Q Ln in z = 4 s O O w ¢ w LU Z ° 5 [n LA APPRnva r O C T 2 3 2023 r AHjvtuu i rr OLD KINGSHIGHWAY u� Q in x a Power Optimizer For Residential Installations 5440 / 5500 / S500B / S650B RECRVED SEP 2 5 2023 YAhiIVIUV i h 4p--pROVEM, OCT 2 3 2023 rH► MOUi+_y...,.. Enabling PV power optimization at the module level Specifically designed to work with SolarEdge residential inverters Detects abnormal PV connector behavior, preventing potential safety issues* Module -level voltage shutdown for installer and firefighter safety Superior efficiency (99.5% 'Funcionafity subjed to inverter model and firmware version solaredge.com / Mitigates all types of module mismatch loss, from manufacturing tolerance to partial shading Faster installations with simplified cable management and easy assembly using a single bolt Flexible system design for maximum space utilization Compatible with bifacial PV modules Solar • • / Power 4ptirnizer For Residential Installations S440 / S500 / S500B / S650B ECIFI ED SEP 2 5 2023 YA1-fIl I n 5440 S500 S500B S650B UNIT Rated input DC P-x-ernl 440 1 500 650 '" Absolute Maximum Input Voltage (VOC) 60 125 85 VdC MPPT Operating Range 8 — 60 12.5 —105 12.5 - 05 VdC Maximum Short Circuit Current (Isc) of Conn-_ --d PV Module 145 15 Adc Maximum Efficiency 99.5 % Weighted Efficiency 93.6 % Overvoltage Category 1 II OUTPUT DURING OPERTION Maximum Output Current _ 15 Adc Maximum Output Voltage 60 80 VdC OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 ± 0.1 Vde STANDARD COMPLIANCE(zj EMC FCC Part 15 Class B, IEC61000-6-2, 3EC61000-6-3, CISPRII, FN-55011 Safety ILC62109-1 (class II safety), UL1741 Material UL94 V-0, UV Resistant RoHS Yes Fire Safety VDL-AR-E 2100-712'2018-12 INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vde Dimensions (W x L x H) 129 x 155 x 30 129 x 165 x 45 mm Weight 720 1 790 gr Input Connector MCO) Input Wire Length 0.1 m Output Connector MC4 Output Wire Length (+) 2.3. (-) 0.10 m Operating Temperature Ran eO4 -40to +85 C Protection Rating [P68 Relative Humidity 0 —10C % (1) Rated power of the module at STC will not exceed the Power Op4mizer Rated Input DC Power. Modules with up to +5% power tolerance are allowed. (2) For details about CE compliance, see Declaration of Conformity — CE. (3) for other connector types please contact SolarEdge. (4) Power de -rating is applied for ambient temperatures above +85°C for 5440 and S500. and for ambient temperatures above +75'C for 5500B. Refer to the Power Optimizers Temperature De-Raling Technical Note for details. Minimum String Length 5440, 5500 8 - 16 18 (Power Optimizers) S500B, S650B 6 14 Maximum String Length (Power Optimizers) 25 20 50 Maximum Continuous Power per String 5700 5625 11250 12750 W Maximum Allowed Connected Power per String (Permitted only when the power difference between strings is less than 2,000 See(6) Seers) 13500 15000 W Parallel Strings of Different Lengths or Orientations Yes (5) It is not allowed to mix S-series and P-series Power Optimizers In new insiallat*ns. (6) If the inverters rated AC pourer s 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 Application Nate. Single String Des an Guidelines. S50013, S650B (Bent Bracket) 7 `D OCT 2 3 2023 -- 0 rAl-iIVkVV I f't I >R OLD KING'S HIGHWAY u. J 0 SolatEdge Tedha ies Ltd. All rights reserved 50lAREME the SolmEdge big¢ OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SobrEdge Tedewrogies. Inc. CC Roll Ah other trademarks mendored herein are trademartaaf theB respective comers. Me: FehrwyI6223 DS-00DMANG. Subject to change WP—t oot— O Ing bW_ umim x xA mY W�m �ma NL -8N8. �a god' �o sm C �cQ t3 zs F .... o u 7 m $ wm L E s m Ig N m c Q m U N 0rE o n JF '`�m'i.y- Q N@ c Em � 39 E eL 'lb �a x a aoSm x x�2Z mac+= .... H .� Dog m ' a X mm ry CC L�m Fain RECEIVED SEP 2 5 2023 i AhivioU i r, 0 0 1 3v"�(li� �.r9iNM"1bFJ/f�':i;AFnrw�7si:'• N � EI /" $ N W °i 3 L m n ii m a Li O � Nm'Nm� 2�v� cmdc 7 9 P h APPROVED, OCT 2 3 20?3