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HomeMy WebLinkAbout22-A109 38 Seminole Drive ApprovedtarY;P� TOWN OF YARMOUTH RECEIVE D °�? 1146 ROUTE 28. SOUTH YARMOUTH. MA 02664-4451 •• 1 Telephone (508) 398-2231 Ext. 1292-Fax (508) 398-0836 SEP 12 2D ,ING'S HIGHWAY HISTORIC DISTRICT COMMITTEE rAHMOO i I t APPLICATION FOR UNGS HIGHWAY CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certficate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended, for proposed work as described below & on plans draw ngs photographs & other supplemental Info accompanying th s application PLEASE SUBMIT 4 COPieS OF SPEC SHEET(S), ELEVATIONS PHOTOS, & SUPPLEMENTAL INFORMATION. Check All Cate ories That A I Indicate type of Building- Commercial x Residential 1) Exterior Buildin Construction: New Building D Addition It Reroof DGarage Shed M Solar Panels Other 2) Exterior Painting. Siding Shutters D Doors []TrimIIOther 3) Signs/Billboards: D New S1 n Change to Existing Sign 4) Miscellaneous Structures. Fence Wall flagpole Opool Other Please type or print legibly: Address of proposed work 38 Seminole Dr, Yarmouth, MA 02675 Map/Lot fR 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 ahoo.com Preferred not ficat on method Phone © Email Agent/contractor Empower Energy Solutions Incn R _ Phone #: (475) 221-2356 Mailing Address: T 30 OLD KINGS HWY S # 1001 D_ARIEN CT 06820-4551 Ema l: operations@empawerenergy.co preferred nollfcation 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 Panels/12.80kw Signed (Owner or agent): Date July 28, 2022 Owner/contractortagent 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 dale or upon dale of expiration of Building Permit whichever dale snail be later All new construction will be subject to inspection by OKH OKH-approved plans MUST be available on -site for framing & final inspections Fnr Cnmml"aa uan nniu- t/ Annr .. A Rcvd Dale: it/lyh� Amount I.A . W Cash/CK #: Rcvd by: L 5 1 45 Days: Date Signed: lei, 6 /Z ZZ 'r r•"-`-'^ '".mv- rnai � IvlVuluGdtlun5 Reason for Denial!_. .- Signed A P;30VED CFI -- )LD.KING'S HIGHWAY PPLICATION # ;aPA { ��°=c TOWN OF YARMOUTH H},-�. , �. OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1146 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 owner/contractor/agent for construction at 3 �r ]C I'+rl i yt olt Lori Ve, Map/Lot 11D CIA # Approval Date: .j `l+A%.3- 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. have read and understand the above statements. 7 Date: Signed: O APPROVED O C T 12 2022 YARMOUTH KINGS HIGHW ( caner ntractorlAgent) i ned: l a�� g (Chairman, OI King's Highway Committee) HAOKH COmm TEENApplication FormsNStalement of Understanding 2015 doex Updated 1212015 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 (7/12 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 1 x5 (Circle one ) Material: Color: V' DOORS: Oty: Material. Color: LR—ECE---'— Style/Size (if not listed/shown on elevations): STORM DOORS: Qty Material: Color: AY GARAGE DOORS: Qty: MatT Style: Color: WINDOWS: Otylside: Front _. _ Left: Right Rear: Color: Manufacturer/Series Material - Grilles (Required Pattern (616. 2:1. etc.) Grille Type- True Divided Lite Snap -in: I_ Between Glass: Permanently Applied: Exterior ,Qlnterior STORM WINDOWS: Qty. Material: Color. - SHUTTERS: Mat]: Style' Paneled Louvered Color: pppQVED ��'71 SKYLIGHTS: Qty: Fixed Vented Size Color: ace � 2, 2022 DECK: Size: Decking MatT Color: _ YARMOu r�HWNAY Railing MatT, Style: Color: LD KlNo S 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 METERS/HVAC UNITS: Location: Screening: LIGHTS: Qty: Style: Color:.._ . Location(s): LIGHT POSTS. Qty: _ Location(s): Additional information: Material: Color. 2-General APPLICATION 1 f RF—FI FD SEP 12 2022 '(AHIODU , r•+ OLD KINGS TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE Applicant's (Owner) Name Property Address/Location Hearing Date: ABUTTERS' LIST 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 Ma 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 yprrrt up Ih ma.us Map Number Lot Number Applicant Information: Abutter Information: f 116 APPROVES r -- - O C T 12 2022 fYARMUH - LD KING' SHITHWAY Application #: .A cq 82018 3 TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext 1292 Fax (508) 398-0836 OLD IUNG'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 da5-s of the filing of such application. The applicant agrees to extend the time frame within which a determination is to be made ax required by the Old King's Highway Regional Historic District Act. SECTION 9 -Meetings, Hearings, Time far Making Determinations "As soon as convenient c fter such public hearing; but in any event within for9y-five (45) days after the filing gjapplication, or ivithin such further time as the applicant shall allo►, 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 prim)- As'm Hafeez ApplicantiAgent signature: CEOVED SEP 12 2022 YARivtOU < r M02o Date: July 28, 2022 APPROVEDI OCT 12 2022 YARMOUTH Application #: SAP f 1161 1051 1 1 EGAN MARISSA E 32 SEMINOLE DR YARMOUTH PORT, MA 02675 1161 11 1 J COLLINGS BRIAN N 5 MYSTIC CT "ON, CT 06001 1161 1041 1 1 KOCHKA DONALD V KOCHKA DEBORAH E 38 SEMINOLE DR YARMOUTH PORT, MA 02675 1161 1031 1 1 KNIGHT CHRISTOPHER 80 SUMMER ST #300 BOSTON , MA 02110 Please use this signature to certify this list of properties directly abutting and across the street from the parcel located at: 38 Seminole Dr., Yarmouth Port, MA 02675 Assessors Map 116, Lot 104 Andy Mac do, Director of Assessing September 23, 2022 SEA 2 3 2022 APPROVED OC1 12 2022 YARMOUTH ",--p 9/12122, 2-56 PM about.blank 38 Seminole Drive 116.6 115A40 116.4 1.16.5 co, 4t,16.1 /N 'VS-1491Nati����� 1 ,16 1002 116.103 11 AG4 September 12 2022 REEVED SEP 12 2022 Y Arii\AOU I h OLD KING'S HIGHWAY t 16,96 1 1,128 0 37,S 75 150 1 , , . . . . I J ft 0 10 2C 1 3 %C!A4 APPROVED OCT 12 2022 YARMOUTH aboutblank ill "CONSULLNG 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 (201) 874-3483 swyssling@wysslingconsulting.com June 3, 2022 F1E 2iUU r h 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: Roof Material: Roof Slopes: Attic Access: Foundation: Prefabricated wood trusses at 24" on center with all members consisting of 2x4 dimensional lumber. Composite Asphalt Shingles 31 degrees Accessible Permanent C. Loading Criteria Used • Dead Load Existing Roofing and framing = 7 psf New Solar Panels and Racking = 3 psf 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 = 141 mph (based on Risk Category il) : Exposure Category C APPROVED OCT 12 2022 YARMOU'- H 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% forseismic elements. This analysis indicates that the existing framing members will support the additional panel loading without damage, if installed correctly. ,;;2,A 01/1 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 5116" lag screw is 235 Ibs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on a minimum penetration depth of 2W. 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'/" 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 offce 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"'?� Scott E. Wyssli , PE MA License No. 505 Signed 6/3/2022 SEP 12 2C�2 APPROVED OCT 12 2022 YARMOUTH a6? A oI MR powered by DUO Q • PEAK DUO B L K M L G 10 + ES1P9 RE EU PO 0.E iEA0.CH Sf ARCH' ��'' • �.SIARfr 385 410 u0P iEi V PflVI*, J0.•.IS NDURING HIGH Yrr O Warranty Q CELLS P-lL PoAglrrylfy )A*V sli Vywy a„ BREAKING THE 20% EFFICIENCY BARRIER n/1 Ilnll� I� 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- O� s-ve quality programme in the industry: The new "Quality Controlled PV" of the independent certification institute TOV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yre ds. whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Ant; LID Technology, Hot -Spot Protect and Traceable Quality Tfa.Qr"' EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). 2g ARELIABLE --NVE$TMENT R� Inclusive 25-year product warranty and 25-year linear performance warranty'. See data sheet on real rol THE IDEAL SOLUTION FOR: reside t arrays n residemial huildkngg Engineered in Germany ECFI 7H E EP 12 2022 AHiv10U I r r KING S HIGHWAY I -A P_ P_R_0_V_ ED 'r 12 2022 YARMOUTH MECHANICAL SPECIFICATION Forma[ 1879mm x 1045mm x 32mm (including frame) lH9 nn Weight 22.0kg Front Cover 3.2mm thermally pre -stressed glass with t + anti -reflection technology Back Cover Composite 61m Frame Black anodised aluminium I ��� Cell 6 x 22 monocrystalline, 0 ANTUM solar hall cells E Junction box 53-101 min x 32.60 min x 15-Ie min protecGonclass lP67,with bypass diedes €--I ,r'S f T r,��� Cable 4mmzSolar cable: {r}>_1250mm,{-)>_1250mm LJ l " J I L Connector Staubli MC4, IP66IL •o-«w,w« + ..,,, e,,.,aa,.x.l �- #TH "^^ °"'�• €1-- OLD KING'S HIGHWAY ELECTRICAL CHARACTERISTICS POWER CLASS 305 390 SD6 400 405 410 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE •5W 1-0W) Power at MPP' P,,,, [W] 385 390 395 400 405 410 E Short Circuit Current' Ii- [A] 11.04 11.07 1110 11.14 11.17 11.20 E Open Circuit Voltage' V.:: IV] 45,19 45.23 45.27 45.30 45.34 4537 5 Current at MPP I,;,r [A] 10.59 10.65 10.71 1077 10-83 10.89 Voltage at MPP V1.'n IVI 36,36 36.62 36-88 37.13 3739 3764 Efficiency' 9 ]%] 2196 >_199 >_201 2!20.4 t20.6 20.9 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT-' Power at MPP P,,,, [W] 288,8 292.6 296.3 300.1 303,8 3076 E Short ClrculiCurfent I,- [A] 8.90 8.92 8,95 8,97 9.00 9.03 £ Open Circuit Voltage VS_ IV] 42.62 42.65 42,69 42.72 42.76 42.79 c Current at MPP I..r/ [A] 8-35 8,41 8.46 8,51 8.57 8,62 Voltage at MPP V-: IV] 34.59 34.81 35.03 35.25 35.46 35-68 Measurement tolerances P,,, i3%1.,V ±5%aISTC: 1000W1m.25z2'C, AM 1.5 according to IEC 60904-3. 800W1m2, NMOT, spectrum AM 1,5 0 CELLS PERFORMANCE WARRANTY PERPORMANCE AT LOW IRRADIANCE -- - '! Alleasl98%olnom!nalpoweldur- +' "0 r- r•---- -'- i-----, W W ing first Vent Thereafter max, 0 5% 0I '""--- -- g ., - degrada:ionper yea,.Atleast 935% in� of nomal Pi to 10 years, At 1 ' .J , I s F z least 86%of nominal power up [o u I 25 Y? I _____r-____I , 2 3 a ° AtI data within measurement toter• ' E P 2 202? n W rc antes Full warranties in accordance a/ n with the warranty terms of the 'Oe 1Oe W W 104M ' uw O CELLS sales organisation at your IRRADIANCE IWn,a] Or respective country OLD KIN Typical module performance under low irradiance oondivo G'S HIGHWAY comparison to STC conditions (25'C. 1000W1m). TEMPERATURE COEFFICIENTS rx Temperature Coefficient oflk a I%/K] .0,04 Temperature Coefficient ofV_ J) I%/K] -0.27 Temperature Coefficient of P_ Y I%/K] -0.34 Nominal Module Operating Temperature NMOT VC] 43t3 0 0 PROPERTIES FOR SYSTEM DESIGN n Maximum System Voltage Vs,-. IV] 1000 PV module classification Class II o Maximum Reverse Current 1, JAI 20 Fire Rating based on ANSI JUL 61730 C/TYPE2 Max. Design Load, Push! Pull [Pal 3600/2660 Permitted Module Temperature 40'C - *85'C m Max Test Load, Push/Pull IPa] 5400/4000 on Continuous Duty � 0 {QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION a Qua'+IV Cpluptled Pv rUV Rnp,rYarW 1 f� r1 I 4 =pe'�g 1EC6t2[52016 EC6V302M6 U 1pl l 'ao'i+C` 0 Thu aala sneer cnrrvves ♦ Y .ath DINEN5o390 aj CHevizomal 1940mm 1100mm 1220mm 751kg 28 pallets 24 pallets 32 modules packA RCa1An/hmholtl/r.9r 5 Han hao CELLSC-UH y Us": Installation instructions must be lRllowed See the installaton and .tpa ing manual ?r contact our technical service deoarlmenl for further information on aoproved installation and ° use of this product S Made In Ilona � Hanwha O CELLS Australia Pty Ltd -1 Level 1.15Blue Street. NiSydney NSW 2060.Austrabi FFL.61(02901830331CAX-61(0)2901630321fMA-Lq-teas-aasvaI,a@q-ceYScomIWEawwwq-cells.comlau rn Engineered in Germany GICELLS •L C� C \ Q � 0 CD CD Z O �Lu ow Ln 2 O o C3 O O r Q: W VY � H �� GJ 00 0 M (/) V1 V1 a�2== o Co t •� Ln Ln Y SEP 12 zoz? u n , YHr�IYIClU: i AP PROVED fici 12 ZO YARMOU'FH U W INVERTERS � E N �_ °A 3 c 1` � O C C � N V n av+ C. cu cn V1 I � o` E O O CD cn 0 .L vLLI 91UD 4 AL N Ln C rn g E - jS i OEE O tY r ri wvWi d �pn o S a L s 00 o oL .G! M V) N 0 3 N = a Ln to t 2 m m m ov o N it 0 Z 0000 Ym ' • O 4Z M '++ Q ° .5 E �i w LLI Lu • • • •. O a g ;Z vv) Ln 2 k � 2 � 0 k 7 k®v) wg �\I 0\\ 0 �\Ln � Ux� 2 �q= c $\ �\\ t �rn @5 - -- m LA -1 �§\ ±± \k �\\ � RIEC F|VED \ EF $ 2 2022 rxnivlGu r, !!! § }}{ § ) §} \ }\ _ § K !};df;!!}\,.,.�__!_.!_ „ �'PP ROVED O [ $ 12 2022 YARMOUTH } k i | 7!|| ° 3 o I� E!7 . � ! + /-4W 2 !! �!| \ (E ! - } _ i! § � 2-r-?,14fl07 Power Optirnizer For North America P370 / P400 / P401 / P485 / P505 r ---I r"";25 YEAR WARRANTY RFr,F1lVFD SEP 1 2 2022 �AhivjOu h OLD KING'S HIGHWAY PV power optimization at the module -level Specifically designed to work with SolarEdge inverters Up to 25% more energy Superior efficiency (99,5�1,) Mitigates all types of module mismatch losses, from manufacturing tolerance to part=al shading l Flexible system design for maximum space utilization solaredge com N m APPROVED OCT 12 2022 YARMOUTH I Fast installation with a single bolt Ir Next generation maintenance with module - level monitoring 1 Meets NEC requirements for arc fault protection (AFC1) and Photovoltaic Rapid Shutdown System (PVRSS) ! Module -level voltage shutdown for installer and firefighter safety solar -•• Power Optimizer For North America P370 / P400 / P401 / P485 / P505 INPUT F—R F�� I SEP 12 2022 LID KINGS HIGHWAY Rated Input DC Power 370 60 4- 485 125 505 83 W Vdc Absolute Maximum Input Voltage fVoc at town temperature] 80 60 MPPT Operating Range 8-60 8 - 80 8-60 ;2 5 - 105 12 5 - 83 %Uc Maximum Short Circuit Current (11 11 10.1 li 75 11 14 A,YC Maximum Mciency 99 5 % Weighted Efficiency 98.8 % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 A& Maximum Output Voltage 60 80 1 V& OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Opumizer ; ± 0.1 WC STANDARD COMPLIANCE Photovoltaic Rapid Shutdown System NEC 2014, 2017 & 2020 j NEC 2014, 2017 & 2020 1 NEC 2014, 2017 & 2020 EMC FCC Part 15 Class 6. IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 Material UL94 V-0 , UV Resistant Ro> IS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 kk Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H) 129x153x275/51x6 xIi 129x153x335/ 5,Ix6x13 129x153x29.5/5,1x6 x1,16 129 x 153 K 33 5 / 5 1 x6a13 i29x162h59/ 5,;x6.4m2.3 min /in Weight (including Cables) 655 / 14 75011.7 655 / 14 845 / 1.9 ;064 / 2.3 gr / lb Input Connector MC4 sl Single or dual MC4 ' ` MC4 Input Wire Length 016/0.52,09/295`' 0161052 016/0.52,0.912.95'`' 016/0,52 0161052 m/ft Output Wire Type / Connecor Double Insulated / MC4 Output Wire Length 12 / 3 9 m / ft Operating Temperature Range '= -40 to .85 / -40 to +165 -C J -F Protectwn Rating IP68 / NEMA6P Relative Humidity 0 - 100 1) Rat R (t} Rated power of the module as STC will not exceed theoptimizer W.: mizer'Rated Input DC en ". M.Odules wdh up to.5%power tolerance are allowed I2) NEC 2017 requires mar input voltage be not more than 30V (3) For other Connector types please contact SolarEdge (4) For dual version for parallel connection of two modules use P485.4.%MDMRM In the case of an odd number of PV modules in one siring, mstalfng one P485 dual versio� power opKerT'a+,9 2022 to one Pi/ module. When connecting a s,ng!e module seal the unused input connectors wilt the supplied part of seals (5) For ambient temperature above r 85•C / •185'F power de -rating ,s applied Refer to Power Optimizers Temperature De -Rating Technical Note for more cl iada YARMOU rH Minimum String Length P370, P400, P401 a 10 # (Power Optimizers► P485, P505 6 _ 8 _ 14 Maximum Stung Length (Power Clpnmizers) 25 25 50 570' (6000 w Maximum Nominal Power per Stung [_�E7600•0 US • SE114o dh _i 6000 F27SOM W Parallel Strings of Different lengths or Orientations Yes (6) For detailed String sizing information refer to hire.!/wwwsolaredge.comis,tes/defaulV51es1s[rlrg sung na pdf (7) If is not allowed to m x P385/P505 with P3701P400/P401 in one string (0) It the inverters rated AC power x maximum nominal power per string, then the maa,mum power per string w, l be able to reach up to the inverters maximum input DC p:.wer Refer to httpiL+/mwr sc7laredge corn/snes;delau1Vfili power -optimizer -single stung-design-app vaton note pdf I9) For E68V grid it is allowed to install up te. 7 20OW per string when the maximum power difference beAveen each string ss 1.000W JIQ) For 2771480V grid -t n a'bi+ed to instal up to IS 000W per string when the mai power difference between each stung is 2.000W e.... [s Solut AI arEdge Technologies Ltd Pill rights reserved SOIAAEDGE, the SolarEdge logo, OPTtrAc2ED8v SOLAREDCE are icade—ts or reg,srered Irademarks at SolarEdge 1fth.4 g,es. \�� �►i Ro HS totter bademarks mmtnned herein emahs are nadof thnr rneowriers pecwDate 0412021 DS 000044 L2 0-NA Si to ch-q—thout nosxe � ' •' Intertek FCFBVF-D SEP ] 2 2022 i Anovi V V i i+ iti yC YS ECc 7{ m 8 F2? g N �m car'$ 8 fillCc g $ yy9,Lrpiz� n V � ° � ' gfilll V ytj� g� a} �� 8 •P pE M1 d E w m' NE c¢m f Al o� yC X jE E co LL W 0 z m f LL S 3 0 k Y oof m � 1 Ri �i a APPROVED O C T 12 2022 YARMOUTH Site Assessment SEP 1 2 202' Customer: Don Kochka i Address: 38 Sem nole Dr Yarmouth Port, MA02675 '' HWAY n� uING'S HIG Notes: Component List Manufacturer Model Quantity Qcells Q.PEAK DUO BLK ML- 32 G10 400 SolarEdge P400 32 Technologies Inc. SolarEdge Technologies Inc. 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