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29-548 (4) 19 INDIAN HILL BP-2016-1104 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 29-548 6TY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL e.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-1104 Project# JS-2016-001866 Est. Cost: $22000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 12632.40 Owner: RUBIN SYLVIA LYNN Zoning: Applicant: SOLARCITY CORP AT. 19 INDIAN HILL Applicant Address: Phone: Insurance: 604 SILVER ST (978) 215-2369 O Workers Compensation AGAWAMMA01001 ISSUED ON.-311712016 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL ROOF MOUNTED 8.58 KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 3/17/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File# BP-2016-1104 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAM01001 (978)215-2369 O PROPERTY LOCATION 19 INDIAN HILL MAP 29 PARCEL 548 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT opo 9,-.-- Fee Paid Building Permit Filled out Fee Paid _Typeof Construction: INSTALL ROOF MOUNTED 8.58 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 107663 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: 46-A7Mro*ed Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management emolition Delay ure uil in ficial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. Department iris only -of Northampton Status..of Permit. f -TBuil g Department Curb Cut/Driveway Permit pin Street $ewe-r/Septic Ave iIabiIIty � O`� Ram 100 Waterluvell Availability r W f a ton, MA 01060 Two Sets of Structural Plans phone 413 7 1 40 Fax 413-587-1272 Plp lSite Pl n . INSPECTIONS A 01 Other Specify ��O � UCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Prooertv Address: This section to be completed by office 19 Indian Hill Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: Sylvia L Rubin 19 Indian Hill, Florence MA 01062 Name(Print) Current Mailing Address: 413-210-3592 Telephone Signature 2.2 Authorized Agent: SolarCity CorpNictoria Junck 604 Silver St Agawam MA 01001 Name(Print) Current Mailing Address: z�w 978-215-2367 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 7,000 (a) Building Permit Fee 2. Electrical 15,000 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total= (1 +2+3+4+5) 22,000 j Check Number This Section For'Official Use Only Building Permit Number: bate Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To IKt 6rnplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all annricable) i New House Addition Replacement Windows Alteration(s) Roofing Or Doors Accessory Bldg. Demolition New Signs [ ] Decks [ ] Siding[ ] Other Brief Description of Proposed Work: Install solar electric panels to roof of existing home to be interconnected with home's electrical system J_3 A Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housincg, ipomplete the followina: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Sylvia L Rubin as Owner of the subject property hereby authorize SOLARCITY to act on my behalf, in all matters relative to work authorized by this building permit application. 03/14/2016 Signature of Owner Date SOLARCITY CORPNICTORIA JUNCK as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. SOLARCITY CORPNICTORIA JUNCK Print Namp. 03/14/2016 Sign ture of Owner/Agent Date i SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder:SOLARCITY/CRAIG ELLS 107663 License Number 604 SILVER ST AGAWAM MA 01001 8/29/17 Address 978-875-1698 � Expiration Date Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ SOLARCITY CORPNICTORIA JUNCK 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 0 10,0 1 03/08/2017 Addres. Expiration Date ephone 978-215-2367 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature r ► ` , The Commonweahh of Massachusetts Department of IndustrialAceirtents Office of investigations I Congress Street,Suite 100 Boston,MA 02114-2017 www m1w.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Glectricians/Plumbers Applicant Inform tion Please Print Le Name(BusinesslOrganizationflndividual): SOLARCITY CORP Address:3055 CLEARVIEW WAY City/State/Zi :SAN MATEO, CA 94402 Pltor►e :888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): I.® I lima employer with 5000 4. ❑ I am a general contractor and 1 6. E]New construction employees(full and/or part-time), have hired the sub-contractors 2.EDI am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp.insurance comp.insurance.= uired. 5. 0 Weare a corporation and its l0.❑Electrical repairs or additions 3.❑ req J officers have exercised their I I. Plumbing repairs or additions a homeowner doing all work ❑ myself. [No workers' comp. right of exemption an per have n. 12_❑ Roof repairs insurance required.]t c. 152,employees. [ and we have no SOLAR/AV employees. [No workers' 13•®Other comp.insurance required.] Any applicant that checks box#I must also fill out the sceiion below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then We outside coniratiots MUSE submit a new affidavit indicating such. tConlractors that check this box must attached an additions!sheet showing thenamc of the sob-conlractors and state whether or not those entities have employees. Ir thesub-contractors have omplayees,they must providetireir workers'comp.policy nufabcr. I sen all employer flint is providing workers'compensallon insurance for my employees. Belowis the policy Med job site Information. Insurance Company Name: Zurich American Insurance Company Policy 1t or self=ins.Lic. ti;_WC0182014-00- Expiration Date: 09/01/2016 Job Site Address: I"I �'L •� I rI city/state/zip: Attach a copy of the workers'compensation policy declaration page(showing the policy aumber and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a Copy of this statement may be forwarded to lite Office of Investigations of the DAA for insurance coverage verification. s= is x •_'�•r I do hereby certify ander she pxrhes r�eeid10 Onofperjury 4,11 Noe hf/ormation provided above IG��rue and correct. Sienaturrr: ,aP ___�r����.��. ��Gt..-�.n �i�,�:r�._.,. .� 1?a4c. . . _ � ✓�� .`T��V! . Phone f€• offfcial use only. Do not write in fiefs area,to he compleferl by city or town offrclal. City or Town: Permit/License# Issuing Authority(circle one): 1.liourd of Health Z.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person• —- Phone#: ® DATE tMMIOnfYYYY) .4 a CERTIFICATE OF LIABILITY INSURANCE 08117/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES if BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. 14 SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such andorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES SMS'' T. 345 CALIFORNIA STREET,SUITE 1300 P[AZC Kp EaU ijArO NoJ•.... CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO CA 94104 DRESS Attn Shannon Scott 415.743.8334 tNsuRaKS1 AFFORDING COVERAGE 998301-STND-GAWUE-16-16 _..... ... ............_,_ _ -.INSURER A:ZurIch American insurance Company 16535 INSURED INSURERB:.NIA, _ NIA Solar-CityCorporation _ } 3055 Clearview Way INSURER C:NIA NIA San Mateo,CA 94402 ,INSURER D:American Zurich insurance Company 1 40142_ INSURER ._ .INSURER F; COVERAGES CERTIFICATE NUMBER: SEA-902713836.08 REVISION NUMSER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED 13Y PAID CLAIMS- TYPE OF INSURANCE .._..... ... AUP.L SUER...... . ..ADLICY NUMBER ..-.—�PIONUDDYIYYYYMM ODmYYI ..—._—.... ...LIMITS _.. ._ .. ..._._.. A I X :COMMERCIAL GENERAL LIABILITY GLO01B2016-00 6911112015 !09101 016 EACH OCCURRENCE s 3,000,000 ] CLAIMS-MADE X .OCCUR ; i]AMAGE TO RENTED 7 E ` PRRh4iSEs�Ea occurcence) ..5 3000 000 X SIR$250,000 MEO.EXP{AnYonaperson) S 5000 1 PERSONAL&ADV INJURY 5 3.000,000 GEN'L AGGREGATE LIMIT APPLIES PER- GENERAL AGGREGATE $ 6,000,000 I. _.. X I POLICY L _]JECT AAO- t ...I LOC PRODUCTS COMPlOP TGG.+.$ 6000000 OTHER: I I S A AUTOMOBILE LIABCOMBINED SINGLE LIMITIL{Ty BAP0182017.DO 09101/2015 09/01/2016 S 5,000,0{)0 _... X :ANY AUTO BODILY INJURY(Per person) S ._x ,ALL OWNED X SCHEDULED ! .....e - 'AUTOS AUTOS BODILY INJURY(Per acGdent} S �� NON•OWNE{] ? PROPERTY DAMAGE S HIRE0AUTOS X ALTOS I I iPer acLidenlL ........ ..... ... ....-... ........ It COMPICOLL DED: s $5,000 UMBRELLA LIAa I OCCUR I EACH OCCURRENCE S I _._H EXCESS LIAB ..,, .CLAIMS-MADEI AGGREGATE _.. T ...T . .. ... -...-.... ._ .... ._...... DED I RETENTIONS ( I S D WORKERS COMPENSATION WC0182014.DD(ADS) 691)112015 0901/2016 X f PER OTH I AND EMPLOYERS'LIABILITY I i.-STATUTE..., ,._ ER . A ANY PROPMETORIPARTNERIEXECUTIVE YIN WC0182015.00(MA) 0911112015 09101/2016 E L EACH ACCIDENT $ 1000 D00 OFFICERIM£MBER EXCL �UDED? NIA I t -" ..... ;Mandatory In NH) SWC DEDUCTIBLE:S51MIA00 E.L.DISEASE-FA EMPLOYEFA_S 1,0001300 Ifyes.descnhe under .. ... .--- .- .... ..- I DESCRIPTION OF OPERATIONS betow ! E.L DISEASE-POLICY LIMIT $ 1,000,000 l � DE5CMPTION OF OPERATIONS I LOCATIONS I VEHICLES{ACORD 161,Addlnoreal Remarks Schedule,may tw attached If more space Is required Evidence of insurance. CERTIFICATE HOLDER CANCELLATION SolarCily Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clewmew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo.CA 89402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services CharleS Marfnolejo 0 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2D141011 The ACORD name and logo are registered marks of ACORD PPA Sylvia L Rubin 9 Indian Hl Lot 14 Florence, MA 01062 19 Indian Hill Lot 14, Florence, NIA 01062 Your system design is complete and you are on your way to clean, more affordable energy. Based on the information in your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA").The amendments are as follows: We estimate that your System's first year annual production will be 7,390 kWh and we estimate that your average first year monthly payments will be$84,37.Over the next 20 years we estimate that your System will produce 140,990 kWh.We also confirm that your electricity rate will be$0.1370 per kWh,(he.electricity rate$0.1370 and tax rate$0.0000). Your electricity rate, exclusive of taxes, will never increase more than 2.90% per year. By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. if you have any questions or concerns please contact your Sales Representative, Customer's dame,Sylvia L Rubin Power Purchase Agreement Amendment , j Signature: --",� , "=� `_ r +� Date; p,. i=L'ig is A i appir-olved Customer's dame: Signature: Signature; Lyndon Rive, CEO Date: bate: .. .. _ _>. .r , .�._. ,2 _ e .� 3.. Version#53.6-TBD SolarCity February 1, 2016 RE: CERTIFICATION LETTER VA OF Project/Job # 0101843 WXUAMA. Project Address: Rubin Residence ` 19 Indian HI Lot 14 Florence, MA 01062 AH] Northampton SC Office Springfield Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 90 mph, Exposure Category C -Ground Snow Load =40 psf - MPI & MP2: Roof DL = 10.5 psf, Roof LL/SL = 23.2 psf(Non-PV Areas), Roof LL/SL = 12.8 psf(PV Areas) - MP3: Roof DL = 10.5 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) - MP4: Roof DL = 9.5 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) - MPS: Roof DL = 10.5 psf, Roof LL/SL = 23.2 psf(Non-PV Areas), Roof LL/SL = 12.8 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22424 < 0.4g and Seismic Design Category (SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Digitally signed by William A. Eldredge, P.E. William A.Eldredge Jr. Date:2016.02.01 Professional Engineer 15:42:04-05'00' T: 888.765.2489 x58636 email: weldredge@solarcity.com f,1�,.ir,.ie:•-.- -- J_t4 :Scar i'✓lat� o. !.;A 9--,--1i:)2 t ir�f;:. EJ;:;Ed i�,Z>,, :�..�,;`f�,L:-I i-Y r ;�S�O;+538-1010 s,o arcity rcr7i Version#53.6-TBD SolarCity HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI&MP2 64" 24" 39" NA Staggered 50.4% MP3 64" 24" 39" NA Staggered 44.7% MP4 72" 24" 39" NA Staggered 50.3% MPS 64" 24" 39" NA Staggered 50.4% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1&MP2 64" 20" 65" NA Staggered 83.9% MP3 48" 17" 65" NA Staggered 55.7% MP4 48" 17" 65" NA Staggered 55.7% MPS 64" 20" 65" NA Staggered 83.9% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP3&MP2 Stick Frame @ 16 in.O.C. 430 Member Impact Check OK MP3 Stick Frame @ 16 in.O.C. 180 Member Analysis OK MP4 Pre-Fab Truss @ 24 in.O.C. 180 Member Analysis OK MPS Stick Frame @ 16 in.O.C. 430 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. .,;�57 (,i. arviE�ti^.,1J,iy S<:n N1atc:c. !;/� +4-1r)7 T ��,a,C.! E..ts 1�`�c; (;:c?n, ����i_ CI fY r{u:,0i Ei3� i0. � so arcrt, c;>n: STRUCTURE ANALYSIS - LOADING SUMMARYAND MEMBER CHECK - MP1 & MP2 Member Prop rties Summary MPI &MP2 Ho zontal Member Spans Rafter Properties Overhang 1 1.66 ft Actual W 1.50" Roof System Propeerties S n 1 7.20 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Sp n 3 A 10.88 in.^2 Re-Roof No Spain 4 SX 13.14 in.^3 Plywood Sheathing Yes S n 5 I 47.63 in.^4 Board Sheathing None Total Rake Span 12.11 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 4.08 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.75 ft Wood Grade #2 Rafter Slope 430 PV 2 rt Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loa ing Summary Roof Pitch 11/12 Ini ial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.37 14.4 psf 14.4 psf PV Dead Load PV-DL 3.0'psf x 1.37 4.1 psf Roof Live Load RLL 20.0 psf x 0.65 13.0 psf Live/Snow Load LL SLl Z 40.&psf x 0.58 1 x 0.32 23.2 psf 12.8 psf Total Load(Governing LC I TL I 1 1 37.6 Psf 31.3 Pcf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)py; Ce=0.91 Ct=1.1,I5=1.0 Member Design S mmary(per NDS Governing Load Comb I CD CL + CL - CF Cr D+ S 1 1.15 1.00 1 0.60 1.2 1.15 Member Analysis Results Summary Governing Analysis I Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 1 271 psi 202 psi 1 0.74 Pass CALCULATION OF DESIGN WIND LOADS - MPI & MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 430 Rafter Spacing 16"O.C. Framing Tye/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt) (Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient(Up) GC, (un) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up p„ -15.8 psf Wind Pressure Down down 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -252 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 50.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 64" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 29 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -419 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity CR 83.9% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Prop rties Summary MP3 Horlzontal Member Spans Rafter Pro erties Overhang 1 1.66 ft Actual W 1.50" Roof System Properties S n 1 1 9.79 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Spain 2 Nominal Yes Roofing Material Comp Roof S 3 A 10.88 in.^2 Re-Roof No Span 4 SX 13.14 in.^3 Plywood Sheathing Yes S 5 I 47.63 in.^4 Board Sheathing None Total Rake Span 12.04 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.25 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 9.00 ft Wood Grade #2 Rafter Slope 180 PV 2 tart Fb 875 psi Rafter Spacing 16" O.C. I PV 2End I F„ 1 135 psi Top Lat Bracing Full I PV 3 Ptart E 1400000 psi Bot Lat Bracing At Supports I PV 3 End Emin 510000 psi Member Loa ing Summary Roof Pitch 4/12 Ini ial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.05 11.0 psf 11.0 psf PV Dead Load PV-DL 3.0 sf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL SLl'a 40.q psf x 0.7 1 x 0.7 28.0 psf 28.0 psf Total Load(Governing LC TL 1 39.0 psf 42.2 psf Notes: 1. ps= Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(IS)p9; Ce=0.9, Ct=1.1, I5=1.0 Member Desi n S mmary er NDS Governing Load Comb I CD CL + CL - CF Cr D+ S 1 1.15 1.00 1 0.58 1 1.2 1.15 Member Analysis esults Summary Governing Analysis Max Demand @ Lo ' tion Capacity DCR Result Bending + Stress 573 psi 6.7 ft 1389 psi 0.41 1 Pass CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 180 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd) (V^2)(I) 16.7 psf Eq uation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GC,(up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G (D.,,„) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up MUM -14.6 psf Wind Pressure Down down 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -223 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity CR 44.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -279 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 55.7% STRUCTURE ANALYSIS - LOADING SUMMAR1 AND MEMBER CHECK - MP4 Member Prop rties Summary MP4 Ho zontal Member Spans Rafter Properties overhang 1.66 ft Actual W 1.50" Roof System Propeerties S n 1 7.17 ft Actual D 5.50" Number of Spans w/o Overhang) 2 Spain 2 6.67 ft Nominal Yes Roofing Material Comp Roof S n 3 A 8.25 in.^2 Re-Roof No Spain 4 SX 7.56 in.^3 Plywood Sheathing Yes S n 5 I 20.80 in.^4 Board Sheathing None Total Rake Span 16.30 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Purt 0.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.08 ft Wood Grade #2 Rafter Slope 180 PV 2tart Fb 875 psi Rafter Spacing 24" O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3End Emin 1 510000 psi Member Loacling Summary Roof Pitch 4/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.5 psf x 1.05 10.0 psf 10.0 psf PV Dead Load PV-DL 3.0'psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL SL12 40. psf x 0.7 1 x 0.7 28.0 psf 28.0 psf Total Load Governin LC TL1 38.0 psf 41.1 sf Notes: 1. ps = Cs*pf;Cs-roof, Cs-pv per ASCE 7 [Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)N; Ce=0.9,Ct=1.1,I5=1.0 Member Design - q10 mma per NDS) GoverningLoad Comb CD C + CL - CF Cr D + S 1.15 0.83 1.3 1.15 Member Analysis': esults Summary Governing Analysis Max Demand 0 Lo ation I Capacity DCR Result Bending - Stress -737 psi 8.8 ft 1 -1256 psi 0.59 1 Pass CALCULATION OF DESIGN WIND LOADS - MP4 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 180 Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-116/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt) (Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up Prep) -14.6 psf Wind Pressure Down own, 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -251 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 50.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -279 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 55.7% STRUCTURE ANALYSIS - LOADING SUMMARY]AND MEMBER CHECK - MPS Member Prop rties Summary MP5 Ho zontal Member Spans Rafter Pro erties Overhang 1.66 ft Actual W 1.50" Roof System Propertles S n 1 5.63 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Spain 2 Nominal Yes Roofing Material Comp Roof S n 3 A 10.88 in.^2 Re-Roof No Span 4 S. 13.14 in.^3 Plywood Sheathing Yes S n 5 I 47.63 in.^4 Board Sheathing None Total R 1ce Span 9.97 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 2.17 ft Wood species SPF Ceiling Finish 1/2"Gypsum Board PV 1.End 8.83 ft Wood Grade #2 Rafter Slope 430 PV 2t-art. Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loa ing Summary Roof Pitch 11/12 Ini ial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.37 14.4 psf 14.4 psf PV Dead Load PV-DL 3.0 sf x 1.37 4.1 psf Roof Live Load RLL 20.0 psf x 0.65 13.0 psf Live/Snow Load LL/SL 1,2 40. psf x 0.58 1 x 0.32 23.2 psf 12.8 psf Total Load(Governing LC I TL 1 1 37.6 psf 1 31.3 Dcf Notes: 1. ps= Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1, I5=1.0 Member Design S mmary(per NDS GoverningLoad Comb CD CL + CL - CF Cr D+ S 1.15 1. 0 0.73 1 1.2 1.15 Member Analysis'Results Summary GoverningAnalysis Pre-PV Demand Post-PV Demand Net Im act Result Gravity Loading Check 1 156 psi -118 psi 0.76 Pass CALCULATION OF DESIGN WIND LOADS - MPS Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount"" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 430 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Spacing SM Seam Only NA Wind Desian Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd) (V^2)(i) Equation 6-15 16.7 Psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up pc„p -15.8 psf Wind Pressure Down down 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -252 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR 50.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 64" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 29 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -419 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 83.9% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A At ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING CITY OF NORTHAMPTON EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BUILDING DEPARTMENT FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY These pians have been reviewed HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL And approved. Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). 9 Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER ' l�� /� kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Date kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY S I g n atur NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES CV5 THR AttachDIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) J B-01018 4 3 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: Babak Sarlati � CONTAINED SHALL NOTCE USED FOR THE ROBIN, SYLVIA L ROBIN RESIDENCE i;�;SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'��: NOR SHALL IT BE DISCLOSED IN MOLE OR IN Com Mount Type C 19 INDIAN HL LOT 14 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: �' FLORENCE MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE 33 TRINA SOLAR # TSM-260PDO5.18 PAGE NAME: SOLARCITY EQUIPMENT, WITHOUT THE WRnlEN # SHEET: REV: DAIS M0ribar028 MA 50) PERMISSION OF SOLARgTY INC. INVERTER: T: (650)638-1028 F: (850)838-1029 SOLAREDGE # SE7600A—US002SNR2 (413) 210-3592 COVER SHEET PV 1 a 2/1/2016 (888)—SOL—CITY(765-2489) .w..soIo«ity.corn 0 J 2 (E)DRIVEWAY v 0 c rn -PROPERTY PLAN N Scale:l" = 10'-0' E 0 10' 20' W S PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-01 01843 00 ROBIN, SYLVIA L ROBIN RESIDENCE Babak Sarlati �\h BENCONTAINED SHALL NOT EXCEPT USED FOR THE �t►'-, �arCity NORESHALL TFIT OF NBENDISCLOSED NN WHROLE ORCITY CIN MOUNTING SYSTEM: 19 INDIAN HL LOT 14 8.58 KW PV ARRAY ��'� PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: FLORENCE, MA 01062 THL�'SALE AND iJSE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 24 St. Martin Drive, Building 2, unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE: T. (650)Marlborough, rlb 028h,MA01752 (650) 638-1029 PERMISSION OF SOLARCITY INC. SERTER: GE SE7600A—US002SNR2 (413) 210-3592 PROPERTY PLAN PV 2 0 2/1/2016 (aaa)-SOL-CITY(765-2489) www.solarcity.com PITCH:43 ARRAY PITCH:43 MP1 AZIMUTH: 101 ARRAY AZIMUTH: 101 MATERIAL: Comp Shingle STORY: 2 Stories f PITCH: 39 ARRAY PITCH:39 MP2 AZIMUTH:281 ARRAY AZIMUTH: 281 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 18 ARRAY PITCH:18 MP3 AZIMUTH: 101 ARRAY AZIMUTH: 101 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 18 ARRAY PITCH:18 p MP4 AZIMUTH:281 ARRAY AZIMUTH: 281 MATERIAL: Comp Shingle STORY: 2 Stories PITCH:43 ARRAY PITCH:43 MP5 AZIMUTH: 191 ARRAY AZIMUTH: 191 3I MATERIAL: Comp Shingle STORY: 2 Stories LEGEND M 0 (E) UTILITY METER & WARNING LABEL 3 � `i- No r C J Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS B E) DRIVEWAY Q DC DISCONNECT & WARNING LABELS a - - nc IAC DISCONNECT &-WARNING- LABELS - rn O DC JUNCTION/COMBINER BOX & LABELS r-1 DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS Arl�\D�ir- DEDICATED PV SYSTEM METER ---- --- Front Of House STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR MP — GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED AC r,�� Inv INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 1/8" = 1' E W 0 1' 8' 16' S JB-01 01843 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED AL — THE INFORMATION HEREIN JOB NUMBER: Babak Sarlati \`!�SolarCit CONTAINED SHALL NOT BE USED FOR THE ROBIN SYLVIA L ROBIN RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ;L NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 19 INDIAN HL LOT 14 8.58 KW PV ARRAY o PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES:- FLORENCE MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 24 St Matin Drive, Buildinging 2 Z Unit 11 PAGE NAME SHEET: REV: DATE Malborough, MA SOLARCITY EQUIPMENT, NATHOUT THE WRITTEN INVERTER: 1 (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE7600A-US002SNR2 (413) 210-3592 SITE PLAN PV 3 a 2/1/2016 (8x36)-SOL-CITY(765-2489) www.solacity.com (E) 2x4 sl 51 " 1'-8» 01 4" 1 01 7'-91) (E) LBW (E) LBW SIDE VIEW O F MP3 NTS 6 SIDE VIEW OF MP2 NTS C MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 17" PORTRAIT 64" 20" ROOF AZI 281 PITCH 39 TOP CHORD 2X8 @ 16" OC ROOF AZI 101 PITCH 18 STORIES: 2 RAFTER 2X8 @ 16 OC ARRAY AZI 281 PITCH 39 STORIES: 2 ARRAY AZI 101 PITCH 18 C.J. 2x6 @16" OC Comp Shingle BOT CHORD 2X6 @16" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER S 1 & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. 4' (4) (2) SEAL PILOT HOLE WITH POLY ZEP COMP MOUNT C - - -- UR 1'-8" 7'-2" 6'-8, ZEP FLASHING C (3) (3) INSERT FLASHING. (E) LBW — (E) COMP. SHINGLE (1) (4) PLACE MOUNT. SIDE VIEW OF M P4 NTS (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH D 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER (6) BOLT & WASHERS. LANDSCAPE 72" 24" STAGGERED (2-1/2" EMBED, MIN) PORTRAIT 48" 17" (E) RAFTER TOP CHORD 2X6 @ 24" OC ROOF AZI 281 PITCH 18 STORIES: 2 #_5T��NARRAYAZI 281 PITCH 18 BOT CHORD 2X8 @24" OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN ,108 NUMBER: JB-01 01843 00 PREMISE OMMER: DESCRIPTION: DESIGN: CONTAINED cueiL NOT BE USED FOR THE RUBIN, SYLVIA L RUBIN RESIDENCE Babak Sarlati BENEFIT OF DNE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � '}� NOR SHALLE DISCLOSED IN WHOLE OR IN Comp Mount Type C 19 INDIAN HL LOT 14 8.58 KW PV ARRAY I, Solar I ` PART TO O mm.OUTSIDE THE RECIPIENTS NODDLES: FLORENCE MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH > 24 St. Martin Drive, Building 2, Unit 11 TH6SALE AND-USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 SHEET: REV: DATE: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F: (650) 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE7600A-US002SNR2 (413) 210-3592 STRUCTURAL VIEWS PV 4 C 2/1/2016 (: 8)-SOL-CITY(765-2489) www.solaroitY.oam r ' (E) 2x4 S1 4" 7'-2" (E) LBW A SIDE VIEW OF MP1 NTS MPJ X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 6411 2011 RAFTER 2X8 @ 16" OC ROOF AZI 101 PITCH 43 STORIES: 2 ARRAY AZI 101 PITCH 43 C.J. 2x6 @16° OC Comp Shingle (E) 2x4 S1 — 51-8)$— (E) '-8'(E) LBW E SIDE VIEW OF MP5 NTS MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 6411 24" STAGGERED PORTRAIT 64" 2011 RAFTER 2X8 @ 16" OC ROOF AZI 191 PITCH 43 ARRAY AZI 191 PITCH 43 STORIES: 2 C.J. 2X6 @16" OC Comp Shingle CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-0101843 00 PREMISE OWNER: DESCRIPTION: DESIGN; CONTAINED SHALL NOT BE USED FOR THE RUBIN, SYLVIA L RUBIN RESIDENCE Bobak Sarlati SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .,� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 19 INDIAN HL LOT 14 8.58 KW PV ARRAY ►�� PART TO OTHERS OUTSIDE THE RECIPIENT S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES FLORENCE, MA 01062 24 St. Marg Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INwtTER: PAGE NAME SHEET: REV; DATE: T. (650)638o1028h F:A(61752 638-1029 PERMISSION OF SOLARCIIY INC. SOLAREDGE # SE7600A—US002SNR2 (413) 210-3592 STRUCTURAL VIEWS PV 4 (1 2/1/2016 (BBB)-SCI.-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:NoLabel Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE I SE760OA-US002SNR� LABEL: A -(33)TRINA SOLAR# TSM-260PDO5.18 GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:74106132 Tie-In: Supply Side Connection Inverter; 7 00W, 240V, 97.57a w Unifed Disco and ZB, RGM, AFCI PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 100A MAIN SERVICE PANEL E 100A/21P MAIN CIRCUIT BREAKER Inverter 1 CUTLER-HAMMER Disconnect CUTLER-HAMMER 1 100A/2P 4 Disconnect 3 SOLAREDGE DC+ A 40A B SE7600A-US002SNR2 Dc�-----MP 3/4/5 1x17 z.V -------- ------------ EGC ---- I A�tt - L1 r------------- l I I g L2 DC+ I I N DG I 2 I FAV(E) LOADS GND _ ____ GND _-_ ---------------------- _ EGCI __-, DC- MP 1 2: 1x16 GEC N DG C / GND ____EGC--- --------------------- G -------------- ---r.J I N I �O)Conduit Kit; 3/4" EMT I _J o EGC/GEC_ z � � I I I I I I - GEC-r-y TO 120/240V SINGLE PHASE I I I I UTILITY SERVICE I I I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP OTT 2)Gro d R. 4 (1)CURER-HAMMER #DG222NRB PV 03)SOLAREDGE 300-2NA4AZS 1 ( 5r8H x 8� C per ^ Disconnect; 60A, 24OVoc, Fusible, NEMA 3R AC PowerBox Optimizer, 30OW, H4, DC to DC, ZEP DC -(2)ILSCO /IPC 4�0-/6 _(l)CUTLER-i1AMMER /DGi00NB Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Ground/Neutral It; 60-100A, General Duty(DG) nd (1)AWG #6, Solid Bare Copper SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER-HAMMER �!DS16FK -(1)Ground Rod; 5/8" x 8', Copper Class R Fuse Kit AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(2)FERRAZ /SHAWMUT 1R40R PV BACKFEED OCP Fuse; aoa, MUT sass RK5 j(N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL (1)CUTLER-HAMMER ;YDG222URB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Disconnect 60A, 24OV43c, Non Fusible, NEMA 3R 1CUTLER AMMER DG10ONB ( ) Ground/Neutral lit; 60-100A, General Duty(DG) (1}AWG /6 THWN-2, Black � IAWG /8, 1HWN-2, Black (2)AWG X10 PV Wire, 600V, Black Voc* =500 VDC Isc 15 ADC ®�(1)AWG #6, THWN-2, Red O L-L (1)AWG /8, THWN-2, Red O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp 12.46 ADC (1)AWG tl6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (I)AWG X10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1 Conduit Kit.3/4'.EMT. . . . . . . . -(1)AWG }G,,Solid Bare Copper. GEC. , _ .-(1)Conduit.Kit; 3/4",EMT. . . . . . . . . . . . . . .-(1)AWG#8,.THWN-2,.Gree . . EGC/GEC.-(1)Conduit.Kit_; 3/4",EMT. . . . (2 AWG �l10, PV Wire, 600V, Black Voc* -500 VDC ISC =15 ADC co (1)AW'G#6, Solid Bare Copper EGC Vmp -350 VDC Imp=11.73 ADC (1)Conduit Kit; 3/4 EMT PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN 10 NUMBER: JB-0101843 00 �\k CONTAINED SHALL NOT BE USED FOR THE RUBIN, SYLVIA L RUBIN RESIDENCE Babak Sarlati 1?14;S��a�C�tj/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: o o�� r® NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 19 INDIAN HL LOT 14 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECRENTSORGMODULES FLORENCE MA 01062 THIASALE ANDS USEEOF INPT CONNECTION RESP RESPECTIVE WITH (33 TRINA SOLAR # TSM-260PDO5.18 24 St. Martin Drive,Building 2 unit 11 B tt PAGE NAME: SHEET: REV: DATE: Marlborough, MA 50) SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE7600A-US002SNR2 (413) 210-3592 THREE LINE DIAGRAM PV 5 a 2/1/2016 (888)-SOL-CITY(765-2489) www.solarcity.com Label WARNING:PHOTOVOLTAIC POWER SOURCE • • Label • •n: Label L• • WARNING - WARNING � Per Code: - Code: Code: NEC 690.31.G.3 ELI=CTRIG SHOCK HAZARDNEC ELECTRIC SHOCK HAZARD DO'NOT T{7UCH TERMINALS '9 1 THE DC CONDUCTORS OF THIS 690.35(F) Label Location: TERMINALS C}N BO CH LINE:AND PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN PHOTOVOLTAIC DC dam' �DES MPY BE ENERGIZED UNGROUNDED AND INVERTERIS Per Code: d- 1N THE OPEN P{3SiTiON MAY BE ENERGIZED UNGROUNDED NEC DISCONNECT .•1 Label Label Location: PHOTOVOLTAIC POINT OF - INTERCONNECTION Per •�_ MAXIMUM POWER-_ (DC) WARNING: ELECTRIC SHOCK POINT CURRENT{imp} A Per - Code: HAZARD. DO NOT TOUCH NEC690.17.4; • / MAXIMUM POWEp��V 690.53 TERMINALS.TERMINALS ON POINT VOLTAGE VmBOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM�V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT-A DE-ENERGIZE BOTH SOURCE CURRENT(isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC - A OPERATING CURRENT MAXIMUM AC Label Location:Per OPERATING VOLTAGE - V WARNING ..- ELECTRIC SHOCK HAZARD 690.5(C)91 IF A GROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel L• • UNGROUNDED�ND ENERGIZED CAUTION (POI) POWER SOURCE Per ••- SECOND SOURCE IS 690.64.B.4 PHOTOVOLTAIC SYSTEM Label • • WARNINGPer _ Label ELECTRICAL SHOCK HAZARD Location: DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION ' -• TERMINALS ON BPer OTH LINE AND PHOTOVOLTAIC SYSTEM • _ LOAD SIDES MAY BE ENERGIZED IN THE-0PEN POSITION CIRCUIT IS BACKFEDNEC 690.64.B.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING '• Per ..- INVERTER OUTPUT Label • ' • CONNECTION 690.64.13.7 T OVOLTAIC AC ` -• DO NOT RELOCATE ' • _ Code: TH1S OVERCURRENT • NEC DISCONNECT6•1 -DEVICE Combiner :. Conduit(D): Distribution Panel (DC): DC Disconnect Label Location: (IC): Interior Run Integrated(INV): Inverter With DC Disconnect MAXIMUM AC A ` (POI) OPERATING CURRENTo"d Code: Center Per Meter(M): Utility MAXIMUM AC OPERATING VOLTAGE - V 690.54 '• Point of • • • 3055 aearview Way San Mateo,:� • r • . 02 0638-1029 I, \';�SolarQtY ®pSolar Next-Level PV Mounting Technology ^SolarCity ®pSolar Next-Level PV Mounting Technology Components Zep System for composition shingle roofs �}-roof 's. Leveling Foot f ergZep Part No.850-1172 _ L�evuiing Fam ti ' .., ETL listed to UL 467 ...... ti s Zep compatible Pi Modelle , 1' aQof attaahrr,er,s ,y x- AerasySMirt ,-,..... � ,; „-...::� Comp Mount .. Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 �OMPATi tiOPV Description mounting solution for composition shingle roofs EL Works with all Zep Compatible Modules COMPI Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip V� LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs - • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards VILE • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt, Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Dale last exported: November 13,2015 2:23 PM I • so I a r - • . = so I a r " ® ® r SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer - 0 ell PV - (for P350 PV{for P400011 PV - Module Add-On For North America {for 60- modules) modules) modules) P300 ! P350 ;' P400 • INPUT Rated input DC Pcweri'� 300 350 400 W iu Maximum Input Voltage(Von at fewest temperature) 48 60 80 Vdc Absolute - MPP`Ope.ating Range 8-48 8-60 8-80 Vdc _ 2 ? • Maximum Short C?coat Current(Isc) 10 Adc N'R Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category _ II <' _OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ r € ='y," Maximum Output Current 15 Adc -7 Maximum Output Voltage _ 60 Vdc `� • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) _. i11 0 Safety Output Voltage per Power Opt mazer __ _ 1 _ Vdc STANDARD COMPLIANCE EMC - FCC Part15 Class 8,IEC61000-6 2,'EC61000-6-3 Safety IEC621.09-1(class II safety),UL7141 RoHS Yes INSTALLATION SPECIFICATIONS ` �• ;' Maximum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 141 x,212 x 40.5/5.55 x 8.34 x 1.59 mm/in _ Weight(including cables) 950/2 1 gr/Ib Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double lnsu ated;Am-phenol Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 Protection Rating IP65/NEMA4 Relative I lumidity 0-100 % ". 0.afed STC pawe.of the module.Module of u0 to r5%powe fo erance a lowetl. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V PV power optimization:at the module-level Minimum String Length(Power Optimizes) _....... 8..... ...... 10 _...... 18 Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 50 Superior efficiency(99.5%) Maximum Power per string 5250 6000 12750 w Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Orientations Yes Flexible system design for maximum space utilization Fast Installation with a single bolt R Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety at.:,< THE TrTnarnount MODULE TSM-PDO5.18 Mono Multi Solutions DIMFN�iONS OF P',MODULT, AA ,src .x unit Peak Power Watts-P-(Wp) 245 250 255 260 941 Power Output Tolerance-P-% 0-+3 2 11UMaximum Power Voltage-VM (V) 29.9 30.3 30.5 30.6 NCTION Eo THE Trinalp-%1^1 o lulloximum Power -mpp TATE 11Open Circuit Voltage-Voc(V) 37.8 38.0 38.1 38.2 499x12 1111 Short Circuit Current-Isc JA) 8.75 8.79 8,88 900 Module Efficiency ri,(%) 15.0 15,3 15.6 15.9 STC:1-di-,e 1000 W/rr,',Cell Temperature 25°C,Air Mass AM 1.5 according to EN 60904-3 M E) lul L E Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-1, EATA'�NOCT Maximum Power-P.As(W') 182 186 190 193 6 0 Col E L L Maximum Power Voltage-Vmp(V) 27.6 28.0 28.1 28.3 MULTI CRYSTALLINE MODULE Maximum Power Current-I-P(A) 6.59 6.65 6.74 6.84 12Mr.N 4.11 A- -A Open Circuit Voltage(V)-Voc(V) 35.1 35.2 35.3 35.4 WITH TRINAMOUNT FRAME Short Circuit Current(A)-kc(A) 7.07 7.10 7.17 7.27 n NOCT radionce at 800 W/m',Ambient Temperature 20°C.Wind Speed 1 m/s. PD05.18 812 245-26O so Back view POWER OUTPUT RANGE M[,ClitANUCAt DATA Solar cells multicrystalline 156-156 mm(6 inches) Fast and simple to install through drop in mounting solution Cell orientation 60 cells(6 x 10) 1Module dimensions 1650 x 992-40 Turn(64.95 x 39.05 x 1.57 inches) Weight 213 k9(47.0 lbs) oc*x I 5.9'70" ---------- Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY A-A Backsheet White Good me0hetics for residential applications Frame Black Anodised Aluminium Alloy with Trinamount Groove 0% 0% 1 V C U ir V 0 IsV MC,DU LE(24�Vrr) J-Box IP 65 or IP 67 rated 9 a 1111111141111 Cables Photovoltaic Technology cable 4.0 mm2(0.006 inches2), %j +,376 .......... .............. 10. 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9. J000WI-2 8m-- Fire Rating Type 2 7.-_80OW/int, 0� Highly reliable due to stringent quality conticl 6" 600w/m'61 60EW/ c U 4+- 400W/m2 TEM P R A-UP E RATE t4GS MAXI AdyA RAUNG!, Operational Temperature -40-85'C 2 200W/hh Nominal Operating Cell -C(±2-C) r, Temperature NOCT) 44 Maximum system IQOOVDC(IEC) ............... Temperature Coefficient of P.. -0.41%/°C Voltage 100OV DCIUL) 20.-1 30.- 40.1° Voltage(V) Temperature Coefficient of Voc -0.32%/oC Max Series Ease Rating 15A e 0Temperature Coefficient of Isc 0M%/'C E-'-!'r, 10i Certified to withstand challenging environmenial conditions A RRANlY < 10 year Product Workmanship Warranty 25 year Linear Power Warranty (Please refer to product warranty for details) k "t R11F;CATION g A- sr r LINEAR PtERFORMANCE WARRANTY PACKAGN'�G CONNIGiRATION 10 ----------------------------------------- -------------------------------- Modules per box:26 pieces Year ProducWarranty -25 Yew Linear Power Warranty LL Mnn Sola,,Umrte d Modules per 40'container:728 pieces -------------------- Acid- 110"'t V EU-28W EE a clue from r" COMFYANT 90% O)a Solar, CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT 0 020 1 4 Trina Solar Limited.All rights­er,ed,Specifications included in this doesheat a,e,Ubjaet to Rl 80% lar change without notice. TrinasoNa`O`� lar Trin-aso' Years 5 10 15 20 25 "Al A L THE TrInamount MODULE TSM-PDO5.18 Mono Multi Solutions DIMENSIONS OF I'V MODULE >IEC-R?CAL DATA,-'STC unii.m[r: Peak Power Watts-Pmnx(Wp) 250 255 260 265 941 E --- � ,Power Output Tolerance-Pmnx(%} 0-+3 THE Trina o rvxmEPLATE Maximum Power Voltage-VmP(V) 30.3 30.5 30.6 30.8 1 1^1ounO IUKKTgN Box �J- Maximum Power Current-l-(A) 8.27 8.37 8.50 8.61 o Open Circuit Voltage-Voc(V) 38.0 38.1 38.2 38.3 .rvoLE Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 Module Efficiency P,(%) 15.3 15.6 15.9 16.2 STC:Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AML5 according to EN 60904-3. MODULE Typical efficiency reduction of 4.5%of 200 W/m'according to EN 60904-1. 0 N b � O 1• :F.i'.`.xCDATA<='NOCT. Maximum Power-Pm.x(Wp) 186 190 : 193 197 60 CELL t+ Maximum Power VoltagEi(V). 28.0 28.1 28.3 28.4. MULTICRYSTALLINE MODULE „„„ _ Maximum Power Current-ImPP(A) 6.65 6.74 6.84 6.93 6043 GROUrvgNG HOLE PD05.18 A A Open Circuit Voltage.(V)Voc(,V) 35.2 35.3 35.4 '355 WITH TRINAMOUNT FRAME �RaiNNaLr Short Circuit Current(A)-Isc(A) 7.10 7.17 7.27 7.35 NOCT:Hadiance at 800 W/m',Ambient Temperature 20°C,Wind Speed I m/s. /f� -f/f�65 Wwv 812 180 lir Back View ,ytF.,`{A€Vli; L;;;?'A POWER OUTPUT RANGE Sclarcells Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through g drop in mounting solution cell orientation 60 cells(6 x 10) Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 16 o Weight; 19.6 kg(43.12lbs). ♦ --------------- ----- ------- ----- ---- ----- ---- ------ ---------- .---- Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUMEFFIeIENeY - _.- -- ---_ 1111.-.. -.. i 1111 1111 _. -. --_. __.- -._._ __-_1_^ __ -___ __-__AAGood sols to residential applications Frame Black Anodized Aluminium Alloy /� J-Box ' IP 65 or IP 67 rated U1f ■�+ Cables Photovoltaic Technology cable 4.0 mm°(0.006 inches'), 1200 mm(47.2 inches) 1__1.11 ........ ..........1111.. ......... 11.11_. _1.111. ...._.............. I-V CURVES O:. PV MODULE C26flY»'; POSITIVE POWER TOLERANCE o.ao Connector H4 Amphenal s.00 10Mx'-- -------- ------ Fire Type UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control ELECT ^L804]YL . Vl� r j 1 � coo UAIGS. TE: PERnMAXLM,LrMRATINGS Nominal Operating Cell 44°C +2°C Operational Temperature -40-+gS0C STT - Temperature(NOCT) (- ) Maximum System t000YDCtEC)- .......... .............. ..__. ........ _1.111 _.__ ____ 1.111_.__ __............_ zoo Temperature Coefficient of P- -0.41%/°C Voltage 1000V DC(UlJ t 'f t Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A Certified to withstand chall nging environmental To zo ao 4) so Temperature Coefficient of Ise 0.05%/1C J:''j , ,., conditionsvnn,ec vl £,ERT11rAT1ON 10 year Product Workmanship Warranty 25 year Linear Power Warranty 'F ii r �.„ C�uS ��• (Please refer to product warranty for details) a 'A......... �wf EE .ic.0CiisG CO°.1IC.: ,I,::)N LINEAR PERFORMANCEWARRANTY 10 Year Product Warranty-25 Year t ® au 29 WEEr near Power Warranty Modules per box:26 pieces w -nna Solar Limited - -- 1_1__11. --- .� _ _ Modules per 40'container:728 pieces . -. ._ .._._ a Ac€dtttaectt s r a ac e tro n Tri 4 so 0 90% far'g(#1,'E` b4r�g rfdri CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. paMP4TjB Trinasolar ° ©2015 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to Na 6 80% �" change without noticeTrinasol _ Snlas t Fn'gy T E e-her S'na t A e Years 5 M^IO IS 20 25 �cpoW so I a r - Single Phase Inverters for North America solar=@e • SE300C A-LJS SE380OA-IJS SE500CA-US/SE600OA_US F760a-I_s SE10000A-US SE11400A- ,IS SE300OA-US '.SE380OA-US SE5000A-US SE600OA•US':SE7600A-USI SE10000A-US SE1140OA-US OUTPUT SolarEdge Single Phase Inverters - 6000 7600 io0oo@z�w Nor?inalAC Power 3000 3800 -. 5000 9980 @ 208V 11400 VA ._. 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 5450 @240V 6000 83'0 10350 @240V 12^,0^, VA For North America AC Output VoltageMin.Nom Max.' - - - ✓ _ _ ✓ 1.83-208-229 Vac SE300OA-US/ SE3 0OA-US 1 SE500OA-US r SE600OA-USf ACOUtputVoltage Wn.-Nora Max." ✓ ✓ ✓ ✓ ✓ ✓ ✓ C Vac S 760OA-US SE OOOOA-US!SE 140OA-US AFreouencV Main. Nom:Max M 59.3-60-60.5"with,11 country setting 57-60-6051 f':z H24 @ 208V 48 @ 208V Max.Continuous Output Current 125 16 - 25 32 475 A 21 @ 240V 32 @ 240V � � CFDI Threshold ' 1 A B` Jt`Iit Mon toning Island n_g Protection,Ccuntry Confrgurab e Thresholds Yes _ _ Yes . % S INPUT d 8rte �`° Maximum DC Power(STC) 4050 5100 6750 8100 10250 3500 15350 W rF� z Transformer less Ungrounded Yes 3' �. r yew' �" Max.Input Voltage Soo - Vdc j ,WarfB, ti, Nom.De.Input Voltage 325 @ 208V%350 @ 240V Vdc /,v ``, 1`- ' 16.5 @ 208V 33 @ 208V Max.=nput Cu rrentrzl c.5 13 18 23 345 Adc ,'. ,ti- -- �: 155 @ 240V 30.5 @ 240V Max.input Short C rc u:t Carrent - 4S Adc s� Reverse-Polarity Pr o_ectior Yes Grounc Fav t.so anon Detection 600kzSensiilvity Maximum 1-venter Efficiency, 97.7 98_ � 98.3 98-3 98 98 ' 98 CK_. 917.5 @ 208V 47 @ 208V .,«�= We ghted Efficiency 97.5 98 97.5 97.5 97+5 98 @ 240V 97.5 @ 240V Night;me Power Cons..mpt on �.. __.. ____ 2,5 ___ 4 W ADDITIONAL FEATURES _ __ i S'cps t d Communication tn_e r°aces RS485,RS237 F hernet,7 g8ee(optional) Raver..e G2de Data,ANSI Cat 1 Opncnalnl Rapid Shutdown NEC 2014 690 12 runct+onality enabled when SolarEdge rata shutdown kit is installed"' f . STANDARD COMPLIANCE - _, ".' Safety 11!.1741,J:.16496.VI1998 CSA 22.1 Grad Connection Standards IEEE1547 Frnissio ns FrC pgrt1S class 8 INSTALLATION SPECIFICATIONS - AC cuupur.. . ondsizAWG_:t se J AG range 3i4"minimum 16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size J#of strings/ 3/4"minimum/1.-2 strings J AWG range 3/4"min:mum%1.2 strings%i6-6 AWG 14-6 AWGDirnensions with Safety Switch 30.5 x'2.5 x 1C 1W30.5 inJ x1.2.5x7.2/775x315x184 (rixWxD) 77.5 x 315 x 260 mm Weight with Safety Switch 51.2/23 2 54.7/24.1 88.4/40.1 lb/kg Nat ral convection Cooling Natural;Convection and internal Fans(user replaceable) fan(user The best choice for SolarE a enabled emr eplaceable) , Noise <25 <50 d6A = Ir tegrated'arc fault protection(Type )for NEC 201169011 compl€ance Min.-Max.Operating Temperature 13 to+140 J-ZS to 60(-40 to+60 version available") r/ C Superior efficiency(9ff°fa) RangeProtection Rating NEMA 313 . Small,lightweight and easy to install on provided bracket nor other reg ona settings please contact SolarEdge support. Built-in A higher current source may be used,the'nverter will I' t't Input current to the values stated. r Built to mod ule`level monitoring X31 R......grade nverter P/N.SEx .A US000NN R2(for 760OW Inverte SE7600A U5002NNR2). {,, y �0I Rap d shutdown kit P/N SE1000 RSD 51 a Internet connection through',Ethernet or Wireless �sl-40 version P/N5Exx A-US000NNU4(for 7600W inverter SE7600A-US002NNU4). Outdoor and indoor installation ® Fixed voltage inverter,DE/AC conversion only Pre-assembled Safety Switchfor faster installation y Optional—revenue grade data,ANSI 012.1 c • iI;, G,R fV'A r,V IIAJL it P..F C ;NA A RAI _ i 'd r E;._.ti[. . _:: Ar, www.so?aredge.t