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o�goFco,r�o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40458 Date: 2/10/2016 Permission is hereby granted to: Natale, Frank 3485 Minnehaha Blvd Southold, NY 11971 To: Install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 3485 Minnehaha Blvd, Southold SCTM # 473889 Sec/Block/Lot# 87.-3-11 Pursuant to application dated 2/2/2016 and approved by the Building Inspector. To expire on 8/11/2017. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Builds or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 76_5-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00. Swimming pool$50.00.Accessory building$50.00.Additions to accessory building$.50.00. Businesses$50.00. 2. Certificate of'Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. "Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. �� I Le New Construction: �^Old or Pre-existing Building: (check one) Location of Property:_ ICl r14�`�1G1�1C�- Lv� �U �� (� ►�l 1� " ' I louse No. Street ` Hamlet Owner or Owners of Property: __. . Frcl_x Suffolk County"Tax Map No 1000.Section _ _ _ _ _ _ Block _ " Lot Subdivision .-. _ _. ______._..__._. _..__ Filed Map. _ _ -- Lot: Permit No. Date of Permit. _ Applicant:, I lealth Dept. Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ V _ (check one) Fee Submitted:$ p licant Sionature v DF, DD 1/22/2018 ` JAN 2 6 2018 Town of Southold TO' of 5®UTHOLD Attn: Building Department NOTICE OF CANCELLATION 3485 Minnehaha Blvd Southold, NY 11971 Permit#40458 Dear Building Division, Please void the permit for the above listed property. The panels were not installed. The homeowner decided not to move forward with the solar project. Sincerely, SolarCity Anais FerzL Permit Co - 631-406-9567 MLD IN'SP MQ—N 1�Ey'oxlr AAS, . j COlvl,A S Fom.M mfto i(1ST) FOUND4=1(2ND) ROUGH FSG& PLUMBING 1N51M.ATION PES N.Y. - STATE ENEI7.GX c0Dr, FINAL ; 2!-„ I,. min rn 0 I TOV;N.OIr^SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT w Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey SoutholdTown.NorthFork.net PERMIT NO. q6c Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application D Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: �C'SS I CirW�� � Approved ,20 Mail to: Disapproved a/c 01 a 3 �G k ��44?—C i Pty S ►. 1���� hone: Expiration ,20 b� Buildi ns r FEB - 2 2016 I1 — I APPLICATION FOR BUILDING PERMIT Date—0 / 1 , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housin code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Cl ( ature of applicant or name,if a corp ation) 6 Jew Lco (Mailinj address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Fr-a n (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Sr9 05 Plumbers License No. Electricians License No. 5 33 Pel E Other Trade's License No. 1. Location of land on which proposed work will be done: 3U195 W n r-0-4 hCL -K�i v House Number Street 22 Hamlet pp 1 County Tax Map No. 1000 Section Block J Lot 1 1 ' Lot S;ibdivi'bion Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy PQ-S.1 Ck L4-)-b b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 'yD) - y-/- do Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO r r �h� I�Is'61 14.Names of Owner of remises f(' CSTQi)k b k Address 3 �n�f h Phone No. Cok le W 0(P Name of Architect Address 305r C Iecrul e� tusk Phone No 650-63�' lOd�' Name of Contractor Sol cl-IiAIA Address 61x3 RAr PlC"Phone No. &3I-baS"- -7k0b 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: CO TY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signin ontract)above named, (, l (S)He is theC 0' �(Ctractor, gent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of �'ebRU6120 )l(D NATALI(E PERA l� NOTARY PUBLICISM OF NEWYORK- Notary Public Registration No.OIPE6328470 Signature of Applicant Qualified in Suffolk County - Commission Egims August 3.20 Scott A. Russell SUFF,RV[-SvR WkNAGIEMENT sOUTHOT,D TOWN HALL-F.a BOX 1179 Town of Southold ssags main Road-soZF€ROVD,NEW YORK 11971 4t ` ( 4APTER 236 - STO-RMWA TF M )k-(;F% 3NT•'4 ORK S ET (TO BE CoMpLETED BY THE APPLICANT) DO -mss iR Cr per!'Qi ANY OF - FOLLOWING, {CfIEGtC AIL VAT APPLY) { Yes No ' grubbing, ing of land which affects .more 3 �D'A' . Clearing, � g� adin� g or atri lip i than 5,000 square feet of ground surface_ [' $. Excavation or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. [DIC- Site preparation on slc� es which exceed 10 feel vertical rise to ' F p 100 feet of horizontal distance. [ . Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Site preparation within the.one-hund redr- ear floodplain as depicted on FIRM Map of any watercourse. # lnsta.11ation of new-or resurfaced irnpervious surfaces of 1.,00Q•square feet or more, unless prior approval of a Stormwater Management � J Contral Flan was received by the Town and the proposal includes it kind preplacement of impervious surfaces. If you answered N4 to A of fbe ynesdons alcove,S1�ai rI emplete the Applimi Sagan below With your Name, SwRttnve Contact Information,hate &connty Tai� p Number'. Chapter 236 0003 not apple tti your pmjcct. If you 2wmerva Yis to one or more of the above,Please submit Two copies of a Stormsvater Tt+Iaategemett#Control Plata and a completed Check I•fst Form to tho.!! dfamg T puma t wltft your EadiaJg Pffmit AppNeatlwe. nQr�u�W awe.Dad-t PmfcW,*,* �t�to:atr,�rl S.c T.l �` I 0 n� n1uJ OiA section Block €ut mrmv FOR.BUILDNG DEPART-TENT OF-ONLY - ' c�d�nwmeoa Reviewer✓.By: Date: Pro2crty Address/Location of Construction Work: — — — — — — — — — — — — — — /�� Approved for groressing Building Permit_ / -I/Q/��ACJ�1frd _ — Stormwatcr Management Control Plan Not Required- - Stormwatef Management Control Plan is Required. Worward to Engineering Departnxmt for Revlcw.) FORM SMCP-TOS MAY 2414 I /I GLOW GI : II 'i7l-Rn- 0 ' C S�Uryo Town Hall Ar.mex � � Telephone(631)765-1802 54375 Main Road (631)765-g5 P.O.Box 1179 G Q roger.richertt—own.soufhold.ny.us Southold,NY 11971-0959 Q �0 BUNDIiVG)DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Rafe: 1/0 Company Name: C) I C(,r Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Fr CLO _ *Address: *Cross Street: *Phone No.: U31- (Q&b - 01(p 0U Permit No.: ffogfg Tax-Map District: 4000 S(iction: _ Block: '52-)— Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) P V 00CN tJX f Sof Gt C (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp Certfcate: YES t NO Temp information(If needed) *Service Size: 1 Phase 3Phase 100 450 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Addition#Information: PAYMENT DUE WITH APPLICATION ;B2-Request forFnspeCBon Form �Q �� I Y STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (650)963-5100 SolarCity Corporation 3055 Clearview Way Ic.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 Work Location of Insured(Only requiredifcoverageisspecifzcally Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, Le., a Wrap-Up or Social Security Number Policy) 02-0781046 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich Insurance Company 3b.Policy Number of entity listed in box"Ia" Town of Southold WC 0182014-00 54375 Main Road Southold,NY 11971-0959 3c. Policy effective period 9/1/15 to 9/1/16 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box if all partners/officers included) []all excluded or certain partners/officers excluded, This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box"la"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under tem 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above cert&ate holder within 10 days IFa policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (7hese notices may be sent by regular mail.) Olherwlse,this Certi,f icate is valid for oneyear after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c',whichever is earlier. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by. Lola Kamimura (Pritrtname of autho' d repraen 've or licensed agent of insurance carrier) Approved by: ,9 f,At tS- (nate) Title: VP—Underwriting Manager Telephone Number of authorized representative or licensed agent of instuanee carrier: 415 538-7109 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it AtC40RO® DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 08/14/2015 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 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. If 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 endorsement(s). PRODUCER CONTACT MARSH RISK& INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 PHONE a No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: Attn:Shannon Scott 415-743-8334 INSURERS AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-15-16 INSURER A:Zunch Amencan Insurance Company 16535 INSURED American Zurich Insurance Company 40142 SOIarCity Corporation INSURER B: P Y 3055 Clearwew Way INSURER C:NIA N/A San Mateo,CA 94402 INSURER D INSURER E• INSURER F: COVERAGES CERTIFICATE NUMBER: SFA-002681782-03 REVISION NUMBER: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 BY PAID CLAIMS. INSR I TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY GLO018201600 09/01/2015 09/01/2016 EACH OCCURRENCE $ 3,000,000 CLAIMS-MADE IR-1 OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 3,000,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000 POLICY 1:1PRO- JECT T LOC PRODUCTS-COMPIOP AGG $ 6,000,000 OTHER' SIR $ 250,000 A AUTOMOBILE LIABILITY BAP018201700 09/01/2015 09/01/2016 COMBINED SINGLE LIMIT $ 5,000,000 Ea acudent X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED BODILY INJURY(Per $ AUTOS AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Deductible $ 100,000 UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I [RETENTIONS $ B WORKERS COMPENSATION WC018201400 09/01/2015 09/01/2016 X PER OTH- A AND EMPLOYERS'LIABILITYSTATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE YIN WC018201500(MA) 09/01/2015 09/01/2016 E.L EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? Q N I A (Mandatory In NH) E L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Evidence of insurance. v CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971-0959 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD =' `= SUFFOLK COUM DEFT OF LABOR, LJCENSMS&CONSUMER AFFAM HOWINIPROVEMENT i CONTRACTOR ICENSE NSA* ` SHAUN E CHAPMAN c,,.. ��,y x{9_.4 This celbfleS th®t Pie v' =wm ` bearerlsduy SCLARWYCORPOPATIGN licensed by the Courtly of Suffolk LfaImpubw 1 1 Ot91fl1/Z093 5r.wo.wwo .�Z0.y7-f7 08!09!2097 SUFFOLK COUNTY DEPT OF LABOR, °,& * LfcmwGdCONBLmmAFFAIRS MA Ea ELECTRioL iN JASON KANE MO This ce tl rt"'!, th -- beaMrbduly seLA4 c"cGRP. r=f=dby#M 51331-ME 703;S;—=3 i t , 6 Version#53.6-TBD ,,Sola�C�ty PIL January 19,2016 RE: CERTIFICATION LETTER Project/Job# 1191016 Project Address: Natale Residence 3485 Minnehaha Blvd Southold, NY 11971 AHJ Southold Town SC Office Long Island Design Criteria: -Applicable Codes= 2010 Residential Code of NY State,ASCE 7-05,-and 2005 NDS - Risk Category = II -Wind Speed = 120 mph, Exposure Category C -Ground Snow Load = 20 psf - MP2: Roof DL= 10.5 psf, Roof LL/SL= 17 psf(Non-PV Areas), Roof LL/SL= 9.4 psf(PV Areas) - MP3: Roof DL= 13.5 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19994 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A Iobsite 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 evaluationI 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. pF NEI�i K• ZgOyO Paul Zacher,P.E. CO Professional Engineer 1* T:916.961.3960 x101 5. email: paul@pzse.com 913651��� 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 OFESS. . m Ac ROC 243771,CA C6L1388810.1,CO EC 8041,CT HIC 00,32778,DC HIC 71101488,DC HIS 71101488,1 if CT•29770,MA HIC iG8572,MD NIHIC 128rt48,NJ 13VH08100800, OR CCR 180408,PA 07734?,lX TDLR 2700G,W A GCL:SOlARC"91907 as 2013 SofarQty All rights reserved, �ab4o;a Version#53.6-TBD -N,SolarCiYt PIL HARDWARE,DESIGN AND.STRUCTURAL ANALYSIS RESULTS,SUMMARY TABLES° ,' . "Landscape' Hardware-Landscape Modules'Standoff Specifications. 'HardwareX-X Spacing X4 Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP2 64" 24" 39" NA Staggered 92,4% MP3 64" 24" 39" NA Staggered 84.2% Portrait Hardware--Portrait Modules'Standoff Specifications Hardware,. , X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP2 32" 14" 65" NA Staggered 76.8% MP3 32" 16" 65" NA Staggered 70.0% Structure Mounting Plane Framing_. qualification Results - Type Spacing Pitch Member Evaluation Results MP2 Stick Frame @ 16 in.O.C. 300 Member Impact Check OK MP3 Vaulted Ceding @ 16 in.O.C. 200 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. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com ,V..ROC 243771.OA CSL8 888104,CO EC 8091,Cl HIC 0,332778,0C HIC 11101488,0C H18 71101488.HI CT-29770,MA HIC 108672,MO MHIC 128948,NJ 13Vht08180600, OR COB 160108,RA 077343,TX TOLR 27008,WA CC-L•SOLARV91007.ria 3013 BolarOtty.All rights rovervod STRUCTURE ANALYSIS -LOADING SUMMARY AND MEMBER CHECK-MP2 Member Properties Summary MP2 Horizontal.Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties San 1 11.79 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.^2 Re-Roof No Span 4 SX13.14 in.^3 Plywood Sheathing Yes San 5 I 47.63 in A4 Board Sheathing None Total Rake Span 14.95 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 0.92 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.50 ft Wood Grade #2 Rafter Slope 300 PV 2 Start '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 Loading Summary Roof Pitch 7/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.15 12.1 psf 12.1 psf PV Dead Load PV-DL 3.0 psf x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL/SL1,2 20.0 psf x 0.7 1 x 0.47 14.0 psf 9.4 psf Total Load(Governing LC TL 26.1 psf 25.0 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)Pg; Ce=0.91 Ct=1.1,I5=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.45 1.2. 1.15 - Member Analysis Results Summary Governing Analysis I Pre-PV Demand Post-PV Demand ' Net Impact Result Gravity Loading Check 610 psi 518 psi 0.85 Pass CALCULATION OF-DESIGN-WIND LOADS=MP2'_= �' Mounting Plane Information Roofing_Material _ Comp Roof PV System Type__ Sola_rCitySleekMountT"! Sp_anning Vents__ No Standoff Attachrrient H ra dware —Comp Mount Type C; "T 'T Roof Slope 300 Rafter Spacing 16"O.C. Framin Type/Direction Y-Y Rafters Purlin Spacing __ X-X Purlins Only,________ Tile Reveal _ _ _ Tile Roofs Only _ NA� TilewAttachment System ,4. .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 120 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 T25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.95 _ Table 6-3 Topographic Factor _ Krt1.00 _ Section 6.5.7_ _ Wind Directionality Factor _ Kd0.85 Table 6-4 Importance Factor a, I• 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient U GC -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' „ -28.2 psf Wind Pressure Down 25.9 psf ALLOWABLE.STANDOFF,SPACINGS, X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max.AllowableCantileverL— -�. _ Landscape_ _ _ � ti T' 24 Standoff Configuration Landscape Staggered Max Standoff Tributary Area _Trib_ _ 1_7 sf• PV Assembly Dead LoadW-PV 3.0 psf Net Wind Uplift at Standoff T-actual -462 lbs vv Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca acDCR 92.4% X-Direction Y-Direction Max Allowable Standoff Spacing____ Portrait _ _ 32" _ 65" Max Allowable Cantile_v_er_ �__— _ Portrait _=Y- 14" mm _ _ , NA Standoff Configuration Portrait Staggered Max Standoff Tributary-Arga Trib - 14 sf_ PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff , __ T-actual "- 841bs'� 500 lbs Uplift Capacity of Standoff T-allow _ Stand off Demand,Ca Demand/Capacity 76.8% DCR �- STRUCTURE'ANALYSIS-LOADINGrySUMMARY ANDMEMBER CHECK- MP3 �, Member Properties Summary ,. MP3. Horizontal Member'Spans Rafter Properties, Overhang 1.16 ft Actual W 1.50" .Roof System`Properties San i_ 13.10 ft Actual D 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.^2 Re-Roof No Span 4 SX 13.14 in A 3— PlyWood Sheathing Yes San 5 I 47,63 in.^4 Board Sheathing None Total Rake Span 15.18 ft TL DefPn Limit 180 Vaulted Ceiling Yes `PV 1 Start 0.92 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.58 ft Wood Grade #2 Rafter Slope 200 PV 2 Start . 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 Full PV 3 End Emin 510000 psi - Member Loading`Summaiy ' Roof Pitch 5/12 Initial ',Pitch Ad'ust Non-P.V Areas, PV Areas Roof Dead Load DL 13.5 psf x 1.06 14.4 psf 14.4 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 sf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL1,2 20,0 psf x 0.7 1 x'0.7 14.0 psf 14.0 psf Total Load Governin ,LC , TL:. 28.4 psf I 31.6,psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(Ce)(C)(IS)pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS) GoverningLoad Comb CD CL(+)' CL - 'CF Cr D+S 1.15 ... .` I. -1.00_ 1.2` ',,1.15 ' -Member Analysis Results'Summary Governin 'Anal tis I Pre-PV.Demand] Post-PV Demand Net Impact Result Gravity Loading Check 877 psi 799 psi 0.91 Pass [CALCULATION OF'DESIGN-WIND.LOADS - Mounting Plane Information Roofing Material _ Comp Roof PV System Type _ p __SolarQty_SleekM_ountT" Spanning Vents No mm M Standoff Attachment Hardware r Comp'Mount Type C, Roof Slope �y 200 Rafter Spacing_ _._.� �.� 16"O.C. FramingT e Direction Y-Y Rafters Purlin Spacing X-X Purlins Only_ _- _ _ :_� NA�_.�,__ Tile Reveal Tile Roofs Only NA Tile Attachment System, _ Tile Roofs Only_J�- Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code - _ ,._ _-_ � ._ ASCE 7-05 � Wind Des! mMethod _ Partially/Fully Enclosed Method Basic Wind Speed V -v V� 120 mph Fig.6-1 :C Section 6.5.6.3_ Roof StyleGable Roof µ^ Fig.6-11B/C/D-14A/B Mean Roof Height _ h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure`_ K. 0.95 __�_____.__ _ Table 6-3 Topographic Factor Krt, �; 1.00._ Section 6.5.7 p Wind Directionality Factor _ Kd 0.85 Table 6-4 Im ortance Factor I- 1.0- A Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down), GCp Down' 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh (GC) Equation 6-22 Wind Pressure Up prup) -25.9 psf Wind'Pressure Down 13.4 psf ALLOWABLE STANDOFF SPACINGS ' X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever 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 = � �-421, Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 84.2% X-Direction Y-Direction Max Allowable Standoff Spacing- Portrait _ 32" 65" Max Allowable_Cantile_ver Portrait _ 16'-'--- - -- NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area PV Assembly Dead Load W-PV 3.0 psf Net- nd Udift at Standoff �T-actual _�� -350 lbs�yw Uplift Capacity of Standoff T-allow _ 500 lbs Standoff'Demand Ca aci m' DCR �� 70.0% I ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES Rcr'=__ A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A ELECTROCAL AL AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING COMPLY WITH ALL CODES OF DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN NEW YORK STATE & TOWN CODES EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. AS REQUIRED AND CONDITIONS OF (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING APPROVED �� NOTEDEMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. DATE: D �.P.# GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY FEE: 9FF BY: "� Ot6' ES HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. NOTIFY BUILDING DEPART E AT RIY4 F)�f` I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL 765-1802 8 AM TO 4 PM FOR THE Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). FOLLOWING INSPECTIONS: Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER ` 1. FOUNDATION - TWO REQUIRED kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR FOR POURED,CONCRETE (OCCUPANCY ®� kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 2. ROUGH e FRAMING & PLUMBING LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). 3. INSULATION ��� �� UNLAWFUL MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN pal p (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY 4 BE COMPLETE FCRTION C.0.5.�UST Y"1����®t�g� ������Q���� NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE ALL CONSTRUCTION SHALL MEET THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE REQUIREMENTS OF THE CODES OF NEW OCCUPANCY PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING YORK STATE. NOT RESPONSIBLE FOR POI POINT OF INTERCONNECTION HARDWARE. DESIGN OR CONSTRUCTION ERRORS. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE RETAIN STORM WATER RUNOFF SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. PURSUANT TO CHAPTER 236 S STAINLESS STEEL OF THE TOWN CODE. 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 PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS PV5 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 R.C.N.Y.S. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: DATE COMMENTS AHJ: Southold Town REV BY REV A NAME DATE COMMENTS UTILITY: PSE&G—Long Island (Public Service Electric & Gas Co.) 1 ■ • • • W&ATTYMMIMPU ■ PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-1 191016 00 Jay Ellis ,SolarCity CONTAINED SHALL NOT BE USED FOR THE NATALE, FRANK NATALE RESIDENCE Y W,,,, BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: I�\ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 3485 MINNEHAHA BLVD 9.945 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MoouIFP SOUTHOLD, NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (39) TRINA SOLAR # TSM-255PD05.18 PAGE NAME: SHEET REV: DATE: San Mateo,CA 94402 SOLARCITY PERMISSION OF OLARgTY INC?THE WRITTEN INVERTER 631 680-9606 PV 1 1/19/2016 (888T: -swan(76582F 9)50)638-1029 wwwsolarcaty.com Multiple Inverters ) COVER SHEET PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH:190 ARRAY AZIMUTH: 190 MATERIAL:Comp Shingle STORY. 2 Stories Front Of House PITCH: 20 ARRAY PITCH:20 MP3 AZIMUTH:190 ARRAY AZIMUTH: 190 MATERIAL:Comp Shingle STORY: 2 Stories OF NEIN K. Z'I C y0,� COM ) w AC 136518�� A��FESSIoNP� Inv LEGEND Q (E) UTILITY METER & WARNING LABEL ® �P2® ® CB INVERTER W/ INTEGRATED DC DISCO ° Inv & WARNING LABELS DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS N B a M P3 Lc LOAD CENTER & WARNING LABELS 6 O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 1/8" = 1' W E 0 1' 8' 16' • S PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN JOB NUMBBZ fig-1191016 00- � Jay Ellis solarCity.CONTAINED SHALL NOT BE USD FOR THE NATALE FRANK - NATALE RESIDENCE yBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �1 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 3485 MINNEHAHA BLVD 9.945 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES. SOUTHOLD, NY 11971 3055 Cleorvlew Way ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (39) TRINA SOLAR # TSM-255PD05.18 PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 PSOLARCITY ERMISSION EQUOF IPMENT, IWITHOUT THE WRITTEN INVERTER (631) 680-9606 SITE PLAN / / )-SOL)638-105 F89)w 638-1029 Multiple Inverters PV 2 1 19 2016 (888)-SOL-CITY(ass-24ss)Nww.salanityaam S1 ' S1 4" (E) LBW _ 11'-10" SIDE VIEW OF MP3 NTS 1'— (E) LBW C B SIDE VIEW OF MP2 NTS MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 32" 16" PORTRAIT 32" 14" RAFTER 2X8 @ 16" OC ROOF AZI 190 PITCH 20 STORIES: 2ROOF AZI 190 PITCH 30 STORIES: 2 ARRAY AZI 190 PITCH 20 RAFTER 2X8 @ 16 OC ARRAY AZI 190 PITCH 30 Comp Shingle C.J. 2x8 @16" OC comp Shingle PV MODULE 5/16» BOLT WITH LOCK F77NSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C _ - -_ -_ ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. NE (E) ROOF DECKING (2) V INSTALL LAG BOLT WITH OF K• Zq Z4q � y0 5/16" DIA STAINLESS (5) (5) SEALING WASHER. C STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH WITH,SEALING WASHER BOLT & WASHERS. u (2-1/2" EMBED, MIN) (E) RAFTER1365118 1 STANDOFF AR�FESS1ONP� PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-1191016 00 �O EIIIS ..71 1 ;So�arCity CONTAINED SHALL NOT BE USED FOR THE NATALE FRANK NATALE RESIDENCE Y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 3485 M I N N EH AH A BLVD 9.9 45 K W P V ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: SOUTHOLD, NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 ClearCA dew Way THE SALE AND USE OF THE RESPECTIVE (39) TRINA SOLAR # TSM-255PD05.18 PAGE NAME SHEET, REV' DATE T:(650)638-102Mat8 F:(540 638-1029 PERMSSION OFCITY ISOLARCITY INC. THE WRITTEN '""�'M631 680-9606 / / Multiple Inverters STRUCTURAL VIEWS P 1 19 2016 (888)—SOL—CITY(765-2489)www.solarcitycom UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PREMISE OWNER: DESCRIPTION. DESIGN: CCONFIDENTIAL— THE ONTAINED HAIL NOT BERUSED FOR THE J08 NUMBER g-1191016 00 NATALE, FRANK NATALE RESIDENCE °y Ellis S®IarCity. BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM 0,' NOR HALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 3485 MINNEHAHA BLVD 9.945 KW PV`ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: SOUTHOLD, NY 11971 3055 Clearview way ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (39) TRINA SOLAR # TSM-255PD05.18 PAGE NAME SHEET- REV: DATE San Mateo,CA 94402 PERMISSION OFI HENT,TTY INC. THE WRITTEN INVERTER: 631 680-9606 )—SOL CITY(7 28 489) )638-1029 Multiple Inverters UPLIFT CALCULATIONS PV 4 1/19/2016 (888)—SOL—CITY(ass-24a9) .eala�a�tyaam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number: Inv 1:A7DC UngroundedINV 1 -(1)ABB #PVI-3.6-OU1D-S-US-Z-A �pgf:L: A -( )39 TRINA SOLAR TSM-255PDO5.18 Black Frame, H4, ZEP, t000V AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:99371612 Inv 2: DC Ungrounded FCI Inverter, Zigbee 360OW, 24OV, 969. 25 PV Module; 5W, 232.2W PTC, 40MM, Underground Service Entrance Tie-In: Supply Side Connection INV 2-(1)ABB E PVI-4.2-OUTD-S-US-Z-AEL• B V max: 30.5 FCI Inverter, Zigbee 420OW, 24OV, 969. Voc: 38.1 P INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL ADJUST MIN. ACTIVATION VOLTAGES! SolarCity E3 20OA/2P MAIN CIRCUIT BREAKER E WIRING CUTLER-HAMMER BRYANT Inverter 1 IND ( ) 6 A 1 VS1 - 200V 12 Disconnect 11(N) 125A Load Center g ABB °0+ B 45A PVI-3.6-OUTD-S-US-Z-A rD MP3: 1x8 C 20A/2P zaov r--------- ------------ - ------- -----------------J A u I Lz Dc+ I 200A/2P B N DG I 5 2 Vstart= 200V (E) LOADS GND _ _ I--------------------------- -GEC ---TN pp G MP2: 1x10 m ------------ - - ---- -- DC+ -------------(1 3) MiI • z GND __ EGC- ------ �- GC 'Hi I } ADJUST MIN. ACTIVATION VOLTAGES! (1)Conduit Kit; 3/4°EMT N I I Inverter 2 IND lG ABB BT El 3 DC+ Vstart= 200V Z i I PVI-4.2-OUTD-S-US-Z-A DG MP3: 1x8 c� I � 25A/2P a zaov r---------- ------------ - ------- - - EGc------------- ---- ___ _ GECt L2 Dc+ TO 120/240V 60A 2P I N DG I 7 4 Vstart= 200V SINGLE PHASE L- ---------------------------- - GEC/ - TN DG DC+ MP2: 1x13 UTILITY SERVICE s I GND -- - -------------- ----� EGC--- --------- ------------ - - ---- -- GC I (E) GENERAC CRITICAL LOADS PANEL I (1)Conduit Kit; 3/4°EMT E GENERAC GENERATOR 10 kW EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. (E)LOADS Voc* = MAX VOC AT MIN TEMP • POI (1)Gro qd Rod B (I CUTLER-HAMMER #DG222NRB /� A (1)SolarCitY#4 STRING JUNCTION BOX DC 5r8 x 8, C per Disconnect; 60A, 24OVac, Fusible, NEMA 3R /-� 2x2 SlltKalnnGS UNFUSED, GROUNDED -(2)ILSCO IPC 470-#6 -(1)CUTLER-RAMMER DG100NB Insulation Piercing Connector, Main 4/0-4, Tap 6-14 Ground/Neutral it; 60-100A, General Duty(DG) S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER-HAMMER #DS16FK Class R Fuse Kit AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(2)FERRAZ SHAWMUT#TR45R PV BACKFEED OCP Fuse; 45A, 25OV, Gass RK5 C (1)BRYANT#BR48L125RP Load Getter, 125A, 120/24OV,NEMA 311 -(1)CUTLER-HAMM7 #BR220 Breaker, 20A 2P, 2 Spaces � 1 AWG /8, 1HWN-2 Black �T 1 /B1:11 FR 1,A �IBphces (l)AWG#10, THWN-2, Black Voc* =429.77 VDC Isc =8.88 ADC 2)AWG#10, PV Wire, 60OV, Black Voc* =343.81 VDC Isc =8.88 ADC ©Icn�(1)AWG#8, THWN-2, Red O I4�(1)AWG#10, THWN-2, Red O (1)AWG#10, THWN-2, Red Vmp =305 VDC Imp=8.37 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =244 VDC Imp=8.37 ADC 9F(l)AWG/8, THWN-2, White NEUTRAL Vmp =240 VAC Imp=36 AAC II (1 AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC (1)AWG#10, THHN/THNM-2, Green EGC -(1 AWG E8, 1HWN-2, Green EGC/GEC-(1)Conduit•Kit; 3/4°EMT -(1 AWG#8, THWN-2,Green • EGC/GEC-(1)Conduit•Kit; 3/4°EMT (1)AWG#10, THWN-2, Black Voc* =343.81 VDC Isc =8.88 ADC (2)AWG#10, PV Wire, 600V, Black Voc* =429.77VDC Isc =8.88 ADC (I)AWG 18, THWN-2, Black (1 AWG#10, 1HWN-2, Block ©53F(1)AWG`10, THWN-2, Red Vmp =244 VDC Imp=8.37 ADC O (1)AWG#6, Solid Bare Capper EGC Vmp =305 VDC Imp=8.37 ADC ©IP Ti1)AWG/6, THWN-2, Red IsF(1)AWG#10,THWN-2,Red (1)AWG#10, THHN/THWN-2, Green EGC LL(1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=36 AAC (I)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20 AAC (1)AWG#10, 1HWN-2, Black Voc* =558.7 VDC Isc =8.88 ADC (2)AWG#10, PV Wire, 600V, Black Voc* =343,81 VDC Isc =8.88 ADC -(1)AWG /6,•Solid Bare.Copper GEC -(1)Conduit•Kit; 3/4°EMT -(1)AWG#8, TH,WN-2, Green EGC/GEC-(1)Conduit Kit; 3/4"EMT OFPF(1)AWG/10, THWN-2, Red Vmp =396.5,VDC Imp=8.37 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =244 VDC Imp=8.37 ADC (1)AWG 110, THHN/THWN72, Green EGC (1)AWG#10, THWN-2, Black Voc* =343.81 VDC Isc =8.88 ADC (2)AWG#10,PV Wire, 600V, Bladc Voc* =558.7 VDC Isc =8.88 ADC ® (1)AWG/10, THWN-2, Red Vmp =244 VDC Imp=8.37 ADC ® (1)AWG#6, Solid Bare Capper EGC Vmp =396.5 VDC Imp=8.37 ADC PREMISE OWNER DESCRIP110N: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-1 191016 00 FRANK NATALE RESIDENCE y CONTAINED SHALL NOT BE USED FOR THE NATALE Jay EIIIS A4 SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIFAG: �1A NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 3485 MINNEHAHA BLVD 9.945 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 3055 GTearvlew Way MODULES: THE SALE AND USE OF THE RESPECTIVE (39) TRINA SOLAR # TSM-255PD05.18 PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 PSOLARCITY ERMISSION OUIPMENT, WITHOUT INC. THE WRITTEN INWBtTIR: 631 680-9606 / / )-SOL 638-105 489)w .solar 29 Multiple Inverters THREE LINE DIAGRAM PV 5 1 19 2016 (888)-SOL-CITY(�s5-24ss)www.salardty.�«t WARNING:PHOTOVOLTAIC POWER SOURCE Label WARNING WARNING Per Code* Per Code Per Code, NEC •1 ELECTRIC SHOCK HAZARD 690.17.ETHELDC CONDU�ORS OFTD IS NEC •' DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE � � � , WHEN ' Location. LOAD SIDES MAYBE ENERGIZED MAY BO END RG ZED PHOTOVOLTAIC DCINVERTERIS IN THE OPEN POSITION '• DISCONNECT Per NEC 690.14.C.2 Lab I Location. Label Location: PHOTOVOLTAIC POINT OF ■• INTERCONNECTION Per MAXIMUM POWER " POINT CURRENT(Imp) A ' Code: WHAZARD.DO NOT TOUCOH K NEC ' MAXIMUMPOWEp�_V 690.53TERMINALS.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 DE-ENERGIZE BOTH SOURCE CURRENT(Isc)_A AND MAIN BREAKER.. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC V Label Location: OPERATING VOLTAGE WARNING ' Per ..- ELECTRIC SHOCK HAZARD 690.5(C)IF A GROUND FAULT IS INDICATED _ NORMALLY GROUNDED '• Location. CONDUCTORS MAY BE ■• CAUTI UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per Code. SECOND SOURCE ISNEC 690.64.B.4 PHOTOVOLTAIC SYSTEM Label • • WARNING ' Location: Per Code: ELECTRICAL SHOCK HAZARD CAUTION ' ■O DO NOT TOUCH TERMINALS � TERNIINALS ON BOTH LINE AND Per Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS-BACKFED NEC 690.64.B.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • Per WARNING ..- INVERTER OUTPUT 690.64 �' Location: CONNECTION • - PHOTOVOLTAConduit IC AC DO NOT RELOCATE THIS OVERCURRENT DISCONNECT Per DEVICE Combiner NEC .•0 .14.C.2 (D)- Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location. (INV): Inverter With egrated DC Disconnect MAXINiUM AC A 'a' Center ■- Meter OPERATING CURRENT ••- MAXIMUM AC VNEC 690.54Point of - • - • OPERATING VOLTAGE 055 aeamew Way San Mateo,CA 94402 T(650)638-1028 P(650)638-1029 Label Set (888)-SOL-=(765-2489)www.solarcity.conli 1- 1 1' / a• 1 1 1 71 1' 11 a 1 7 1 1 F �,. s ® Next-Level PV Mounting Technology 'i$018fClty ®pSOlar Next-Level PV Mounting Technology SOlafelty I ZepSolar Components Zep System for composition shingle roofs - 1 --U,\f , �� �.�.__---• Leveling Foot - �r Ground Zep Interlock (K,%de y,o„o) Part No.850-1172 ti Leveling Foot = , ETL listed to UL 467 "4 kn i ` Zep Compatible PV Module I" Zep Groove - -- Root Attachment Array skirt Comp Mount Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 OOMPATj - �� �y Description PV mounting solution for composition shingle roofs `FA a Works with all Zep Compatible Modules �OMPPt� 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 U� LISTED Part No.850-1388 Part No.850-1511 Part No 850-1448 Specifications 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 • 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 corn responsible for verifying the suitability of ZepSolar's products for each use Specificabons 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 Date last exported November 13,2015 2 23 PM Additional highlights: Solar inverters - RS-485 communication interface f (for connection to laptop or data logger). i - Integrated Arc Fault Detection and , w • : • . (' Interruption(-A Version). t��U ,7 to 4.2kW Technical data and types Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US I Mechanical specifications _ ' Nominal output power 3000W 360OW 33 0 3800W 4200W z 3000 3300' 3300' 3600 4000' 4000{ 3300 42001 4200' 4200 4600' 4600' Maximum output power wattage W w w W W w W w W _ w _ w w r. - - ,. Rated gnd AC voltage 208V 240V 277V 208V 240V 277V 208V 240V 277V 208V 240V 277V Input side(DC) ^� a1 Number of independent MPPT channels 2 2 2 _ 2 1° i Maximum usable power for each channel 2000W. 3000W 3000W 3000W ' Absolute maximum voltage(Vmax) 600V Start-up voltage(Vstart) 200V(ad) 120-351)9) Full power MPPT voltage range 160-530V 120-530V 140-5309 140-530V Operating MPPT voltage range 0.7 x Vstart-580V(>-909) Maximum current Idcmax)for both MPPT in 20A $ 1 parallel 32A 32A 32A ( Maximum usable current per channel 10A 16A 16A 16A _ Maximum short circuit current limit per 12 5A 20,OA 20 OA 20 OA channel Number of wire landing terminals per channel 2 pelts !� Array wiring termination Terminal block pressure clamp,AWGI O-AWG4 (Output side(AC) { o� 10/ Split- 10/ 10/ Split- 10/ 10/ Split- 10/ 10/ Split- 10/ Grid connection type 2W _ 0/3W 2W 2W 0/3W 2W _ 2W _ 0/3W- 2W _ 2W _ 0/3W- 2W Adjustable voltage range(Vmin-Vmax)M 183- 211- 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- 228V _ 264V _ 304V _ 228V 264V - 304V 228V - 264V _ 304V - 228V - 264V _ 304V Grid frequency 57-60.51-1z Hz Adjustable grid frequency range Maximum current(I�m ) 14.5 146 120 172 160 160 16.0 16.0 16 0 200 20.0 200 ARM. - As.. - ARY. ARMS ARMS ARMs AAua - AA.. AANs AAMs - AAM. AAMs Power factor >0.995 _ - - Total harmonic distortion at rated power <2% This family of single-phase string The high-speed MPPT offers real- Highlights: Gnd wiring termination type Terminal block,Pressure clamp,AWG10-AWG4 complements the typical time power tracking and improved - Single phase and split phase output 6put protection devices inverters coin ) p yp Reverse polarity protection _ _ _ Yes number of rooftop solar panels energy harvesting. grid connection. Over-voltage protection type varistor,2 for each channel _ enabling home-owners to get the most The flat efficiency curve ensures high - Wide input range for increased PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floatin arrays) efficient energyharvesting for the size efficiency at all output levels allowing stringing flexibility. Output protection devices g P Anti-islanding protection Meets UL 1741/IEEE1547 requirements of the property. a consistent and stable performance - The high speed and precise MPPT Over-voltage protection type Vanstor,2(Li-L,/Li=G) _ across the entire input voltage and algorithm offers real time power Maximum AC OCPD Rating 20A 20A,_'15A 25A 20A 20Ar,,, 20A 20A 20A 25A 25A 25A ) This inverter offers a dual input output power range. tracking and Improved energy IEfficiency Maximum efficiency _ss s/o_ s7% - 97% _ _ - 97% _ section that processes two strings The transformerless operation gives the harvesting. CEC efficiency96% with independent Multiple Power Point highest efficiency of up to 97.0%. - Outdoor NEMA 4X rated enclosure 1 Operating performance Tracking(MPPT). The wide input voltage range makes for unrestricted use under any Night time consumption <0.6w g g Stand-by consumption <8W This is especially useful for rooftop the Inverter suitable to low power environmental conditions )Communication installations with two different installations with reduced string size - Integrated DC disconnect switch User-interface 16 characters x 2 lines LCD display orientations from two sub-arrays This rugged outdoor inverter has been in compliance with international Remote ng(1xRS485 incl) vSN700 Data Logger(opt.) -� oriented in different directions For designed to be a completely sealed Standards(-S Version) )Environmeentalntal ( Ambient air operating temperature range _ -13°F to+140°F with derating above 122°F(50°C) example-East and West) unit able to withstand the harshest Ambient air storage temperature range -40°F to+176°F(-40°C to+80°C)_ ng The dual input sections with environmental conditions. Relative humidity o-l00%db conden__ing = Acoustic noise emission level <50 db(A)®1 m independent MPPT enable a more ;: Maximum operating altitutde without derating 6560 It(2000 m)_ optimal energy harvesting condition. Power and productivity 1 Capability enabled at nominal AC voltage and with sufficient DC power available for abetter world'"' M"19 2 ABB Solar Inverters I Product flyer for PVI-3 0/3 6/3 8/4 2 TL-OUTD v � THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions f DIMENSIONS OF PV MODULE j ELECTRICAL DATA @STC i unit.mm I Peak Power Watts-P—(Wp) f 245 I 250 255 j 260. • I - 941 f `Power Output Tolerance-P—(%) - `--- ---- 0-+3 -- { ! j Maximum Power Vo_Itage-Vnw(V) _ 29 9 _ 30 3 I 305 I 30 6 i THE TrI'namou nt o ENN DN o : .- _ _- i - -_ - I Dx Maximum Power Current-Iw.PP(A) 8 20 8.27 837_ 8.50 NAMEP— In I Open Circuit Voltage-Voc(V) f-- '37 8 380 l 38 1 ,j 382 t -- - (Al -- -_ Short Qrcud Current-Isc 8 75 8 79 • 8 88 900 INS—LING HDLE n- , I _ _ - - - - - ---- - -- ----- - - I I - c i 1 Module Efficiency nm(%) _ 15 0 _15 3 y 15 6 15 9 _1 __— _ _a_ — . �__.. MODULE ; STC Inodiance y re actio of 4 5%at 20 W m2 a co Mass AMI 5 according to EN 60904-3 Typical efficiency reduction of 4 5%at 200 W/m'according to EN 60904-1 i e c 1 _ a - ELECTRICAL DATA @ NOCT t. L L Maximum Power-Prez(Wp) 182 f 186- 190 193 60,CE - - _- I Maximum Power Voltage-V,.w(V) 276 28 0 281 283 } t MULTICRYSTALLINE MODULE Maximum Power Current-Vo (A) I 659 I 665 674 684 6043 GPOUNDING HDLE i l Ix-0RpIN HDLf A - A Open Circuit Voltage(V)-Voc(V) i 351 352 353 354 j WITH TRINAMOUNTFRAME' ` ShoriCircuitCurrent(A)-Isc(A) t 707 710 717 727 8 - NOCT Irradiance at 800 W/m'Ambient Temperature 20°C,Wind Speed 1 m/s 180 PD05 18 i I 245-260W Back View - POWER OUTPUT RANGE i - --- .-I- ---I- - , I, I� I Solar cells I Mulhcrysialline 156-x 156_mm(6 mches) ti Fast and simple to install through drop in mounting solution Cell orientation 60 cells(6=10) 1�•�/ � � • 1 (Module dimensions 1650 x 992.40 mm(64 95.39 OS x 1 57 Inches) � y Weight 213kg(4701bs) f Glass 3 2 mm(6 13 mches),Hlgh Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY A-A I i White - �Backsheet - Good aesthetics for residential applications 1 Black Anodized Aluminium Alloy with Trinamount Groove Frame J Box IP 65 or IP 67 rated i 0 ��� ` I-V CURVES OF PV MODULE(245W) Photovoltaic Technology cable 4 0 mm'(0 0061nches2),- ` �� ;Cables J , €) 10 W I � 1200 mm(47 2 inches) POWER OUTPUT GUARANTEE 9w B06"' ' i Fire Rating Type P - Highly reliable due to stringent quality control a6W ��• Over 30 in-house tests(UV,TC,HF,and many more) v sm m As a leading global manufacturer �iJ�; • In-house testing goes well beyond Certification requirements 4� gg- TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic I _._.. 2: 200W/m' Nominal Operating Cell J 44°C(+2°C) Operahonal Temperature -40-+85°C ' products,we believe close I 1 m Temperature(NOCT) - i Maximum System 1000V DC(IEC)} cooperation With our partners I - o°' i Temperature Coefficient of Pr -0 41%/°C ! Voltage 1000V DC(UL) i I Is critical to success With local I 0. 10- 200° 30- ; 15A presence around the globe,Trina IS Volfage(v) Temperature Coefflclent of Voc -0 32%/°C Max Series Fuse Rating [ i able to provide exceptional servicef-� Certified to withstand challenging environmental !Temperature Coefficient of Isc_'00 to each customer In each market s and supplement our Innovative, conditions reliable products with the backing �� • 2400 Pa wind load WARRANTY ( of Trina as a strong,bankable • partner. We are committed 5400 Pa snow load I s 10 year Product Workmanship Warranty I to building strategic,mutually i 25 year Linear Power Warranty beneficial collaboration witha (Please referto product warranty for datails) Installers,developers,distributors a ? and other partners as the _ _ __ —__- __ jbackbone of our shared success in - -- • CERTIFICATION - S S driving Smart EnergyTogether. I LINEAR PERFORMANCE WARRANTY RL BS DSA us ; PACKAGING CONFIGURATION < e i Modules per box.26 pieces w 10 Year Product Warranty•25 Year Linear Power Warranty ustm ( Trina Solar Limited I ,� - a�� ® (Modules per 40'contamer 728 pieces ?' www.trmasolatcom `100% / c 11 _ _-. oAddfflonat EU 18wEEE Value tTg MPu.rvr y 90°k n7 TrlIla SOfapS tlrlEsaT Wplrarlf CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT QpoMPATB ° Y @ 2014 Trina Solar Limited All rights reserved Specifications Included m this dafasheef are subject to N Trinasolar ; L)BO% TiSmamasOlergy tar change without notice ~aapPPre� her Smart Energy Together Years 5 10 15 20 25 C -^_ »__�..__- --��■Trina standardu_ ©Indust•i'standard_ ' �1 6 SdarOty August 28, 2017 Town of Southold Building Department P.O Box 1179 Southold, NY 11971 RE: Permit#40458 am submitting updated plans since the system size has decreased from 39 panels 9.945kw to 32 panels 9.6kw. Address is: 3485 Minnehaha Blvd Southold, NY 1971 1 am the applicant Anais Fernandez with SolarCity Corp. My phone is 631-406-9567 or email anafernandez@tesla.com. Please advise if you have any questions. o � D Best Regards, pUG 2 9 2017 Anais Fernandez BjjMDjNGD oiD Permit Coordinator TOWN of soUTR 923C Motor Pkwy.,Hauppauge,NY 11788 T (888)SOL-CITY solarcity.com AL 05500,AR M-8937,AZ ROC 24377VROC 245450.CA CSLB 880104,CO EC8041.Cr HIC 0632778/ELC 0125305,DC 410514000080/ECC902585,DE 2071120386/Tl-6032.FL EC13006226.HI CT-29770.IL 15-0052,MA HIC 168572/ EL-1136MR.MD HIC 128948/11805.NC 30801-1,NH 0347C/12523M.NJ NJHIC#13VH06160600/34EB01732700.NM EE98-379590 NV W20127135172,/C2-01078648/a2-0079719.OH EI-47707,OR C5130498/C562,PA HICPA077343.Rl AC004714/Reg 38313.TXTECL27006.Ur 8726950-5501,VA ELE2705153270 Vr EM-05029,WASOLARC'919OVSOLARC'905P7,Albany 439,Greene A-486,Nassau H2409710000 Putnam PC6041.Rockland H-11864-40-00-00.Suffolk 52057-H.Westchester WC-26088-H73 NYC#2001384-0CA.SCENYC!N Y C Licensed Electrician#12610,#004485,155 Water St,6th FI,Unit b,Brooklyn.NY 11201#2013966-0CA All loans provided by SolarCity Finance Company,LLC CA Finance Lenders License 6054796 SolarCity Finance Company.LLC is licensed by the Delaware State Bank Com missloner to engage In business In Delaware under license number 019422,MD Consumer Loan License 2241,NV Installment Loan License IL11023/11-11024.Rhode Island Licensed Lender#20153103LL,TX Re§stered Creditor 1400050963-202404.Vr Lender License#6766 ` Version#69.4-TBD PIL August 24,2017 RE: CERTIFICATION LETTER Project/Job#1191016 40 Project Address: Natale Residence 3485 Minnehaha Blvd Southold,NY 11971 AHJ Southold Town SC Office Long Island Design Criteria: -Applicable Codes=2016 NYS Uniform Code including 2015 IBC/IRC/IEBC&2016 Uniform Code Supplement,ASCE 7-10,and 2012 NDS -Risk Category=II -Wind Speed=135 mph,Exposure Category C,Partially/Fully Enclosed Method -Ground Snow Load=20 psf -MP2:2x8 @ 16"OC,Roof DL=10.5 psf,Roof LL/SL=17 psf(Non-PV),Roof LUSL=9.4 psf(PV) -MP3:2x8 @ 16"OC,Roof DL=13.5 psf,Roof LL/SL=19.5 psf(Non-PV),Roof LL/SL=14 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.19994<0.4g and Seismic Design Category(SDC)=B<D To Whom It May Concern, Ajobsite survey of the existing framing system of the address indicated above was performed by a site survey team from Tesla. 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 referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Paul Zacher, P.E. OF NEW y Professional Engineer ZACy T: 1.3960 x101 D email:ail: paul@pzse.com V D AUG 2 9 2017 0 ''18 � 91366 5 � AR�FE9SSIONP�, BUILDING DEPT. TOWN OF SOUTHOLD Tesla,Inc TS L n iGr`>C,e,)ivie-4,v San vlsco CA 94A p8506=2"02i `S50os8?G ` Version#69.4-TBD PIL 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 MP2 64" 24" 39" NA Staggered 627% MP3 64" 24" 39" NA Staggered 569% Portrait Hardware-Portrait Modules'Standoff Specifications 'Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR . MP2 48" 20" 65" NA Staggered 784% MP3 48" 20" 65" NA Staggered 712% Structure 'MO ntinPlane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP2 Stick Frame 16"O C. 30° Member Impact Check OK MP3 Vaulted Ceding 16"O C 20° 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 wasting gravity and lateral load carrying members were evaluated in accordance Huth the IBC and the IEBC 1 Tesla,Inc L T S 5 f"9 39E5 C�e.azvie.v JV.v S,9„Vaw,) Ca 9410 p 65u 6.;P 0-8 f 650&32 102D l 1 STRUCTURE ANALYSIS - LOADING SUMMARY AND`MEMBER.CHECK�-MP2 Member Properties,Summary_ MP2 Horizontal,Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof.System Properties ., Span:1 19.79 ft Actual D r 7.2F,,, Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp,Roof w Span 3 _ A(in^2)1 10!88' Re-Roof No San 4 Sx in.^3 13.14 Plywood Sheathirfg, Yes San 5 Ix'in^4 47:63 Board Sheathing None Total Rake Span 14.95 ft TL DefPn Limit 120 Vaulted,Ceilin No PV'1 Start. ",_1.08 ft°_ Wood`S ecies " SPF ' Ceiling Finish 1/2"Gypsum Board PV 1 End 12.75 ft Wood Grade #2 Rafter Slope 30? PV2Strtr Fbsi 875 Rafter Spacing 16"O.0 PV 2 End Fv(psi) 135 To''Lat•Bracin 'Full PV 3 Start' " E'(psi11,400,000 ` Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 7/12 Initial PitchAd'ust Non-PV Areas PV,Areas Roof Dead Load DL 10.5 psf x 1.15 12 1 psf 12.1 psf PV Dead Load : ° PV-DL;'.... 3.0 psf z 1,.15 3.5 psf Roof Live Load RLL 20 0 psf x 085 17 0 psf Live/Snow"Load, „LL/SL1 2 20 O.psf; , x 0.7 1„x 0.47 14:O psf„ 9.4 psfx Total Load(Governing LC TL. 29.1 Esf 25.0 psf Notes- 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ci)(Is)pg; Ce=0.9,Ct=1.1,IS 1 0 "Meinber Analysis°°Results Summary' Governing Analysis Pre-PVLoad °s -” Post-PV. Net Impact Result" Gravity Loading Check 29.1 25.0 -14% Pass iZEP MRo-ARumni CALCULATIONS_= Mounting Plane Information - Roofin Material Comp-Roof,. Roof Slope 30° Rafter'S acin Framing Type/Direction_ _ _ _ Y-Y Rafters olarCity.,Slee_kMountT"' Zep System Type ZS Comp Standoff AttachmentAardware _ v Comp MountSRV_ : Spanning Vents No Wind Design Criteria Design Code _ _ IBC2015 ASCE 7-10 Wind Partially/F,idly`Eri_closed"iVlethocJ w _ Ultimate Wind Speed _ VVUlt _ 135 mph Fig 1609Ay Exposure Category . _-_.- . _ _w y � C° �° Section 26.7,, � _9- Roof Style Gable Roof Fig 30 4-2A/B/G5A/B - --_-_.,-_. Mean Roof`Hei"ht h 25 ft Section 26:2, Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 30 3-1 Topographic Factor �- K ,. ± 1.00 _ _ _"Section 26.8 Wind Directionality Factor Kd _ 085 Section 26.6-1 -- - T Im ortance Factor` 'I �'.� ®"�� , ••NA; Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 37.5 psf Wind Pressure,' ry Ext.Pressure Coefficient U GCp(Up) -0.95 Fig 30.4-2A/B/G5A/B Ext"Pressure Coefficient- Down =GCp(Down) 2, 0.88 Fig 30.4-2AiB/C-5A/i3 Design Wind Pressure p p=qh (GCp) Equation 30.4-1 Wind•Pressure U p„ -35.6 psf Wind Pressure Down down` 32.8 psf IALLOVII M « X-Direction Y-Direction- Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever ;a-:.....;,.�-.".. ;Lwi�ndscape: Standoff Conf uration Landscape Staggered_M Max,StandgffTributary Area Trib _ _ _ 17 sf . PV_Assembly Dead Load W-PV 3 0 psf _ Net Wind Uplift et.Sfandoff_ ``"_ T=actual ._ _e V� -3_44°lbs` Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/-dipicit ----T 7 D X-Direction Y-Direction." Max Allowable Standoff Spacing Portrait 48" 65" IVlax Allowati'le Cantilever^ A.. _ �....... Standoff Configuration Portrait Staggered Max,StandoffTributary,kgg,__� _ _ Irb 22,sf PV Assembly Dead Load W-PV 3 0 psf Net Wind Uplift et Standoff T actualn_ --4301tis Uplift Capacity of Standoff T-allow 548 lbs Standoffbemand%Canacit DCR _ n � «'- 78.4% r STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK - MP3 , Member Properties Summary MP3' Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties- Span 1' 13.10 ft= Actual,D x 7.25" Number of Sp ans w/o Overhang) 1 Span 2 Nominal Yes Roofing'Material -'C&rp,Roof-° Span 3 = A(in^2)'' 10.88 Re-Roof No San 4 Sx in.^3 13.14 PlI 'ood.Sheathin ' Yes San 5 Ix(ih^4)* 47.63 Board Sheathing None Total Rake Span 15.18 ft TL Defl'n Limit 180 Vaulted Ceiling Yes -,PV 1.Start ,5.25 ft Wood Sp ecies SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.75 ft Wood Grade #2 Rafter Sloe20` PV 2`Start Fb' si 875 { Rafter Spacing" 16"O.0 PV 2 End Fv(psi) 135 To Lat Bracin Full` �"PV3 Start' = E 'si 1';400;000 Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading,Summary Roof Pitch., 5/12 , , -,Initial_ Pitch,Adjust Non-PV Areas ,. _ PV Areas Roof Dead Load DL 13 5 psf x 1.06 14.4 psf 14.4 psf PV Dead LoadPV-DL_- ®30psfp= x 1.06 3.2,psf ° Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load `LL/SL1'2 20'0'psf' x 0:7",I x 0.7 140 psf 14.0'psf Total Load(Governing LC TL 33.9 psf 31.6 psf Notes- 1. ps=Cs`pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CB)(Ct)(Is)pg; Ca 0.9,Ct=1.1,IS=1.0 Member Analysis Results Summary Governing Analysis, . Pre-PV, Load(psf) Post-PV, Net Im actResult ; Gravity Loading Check 1 33.9 31.6 -7% Pass s" ' • LZ_�_a_. E- �_�J_.._�._T_r__ CAT _.-P EP HARDWARE DESIGN CALCULATIONS MP3 Mountin yPlane Information Roofin 'Material Comp Roof = "" Roof Slope 20° Rafter-S 'acin - '- •- Framing Type/D_irection Y-Y Rafters _ P_VwSystem TYPe�_ SolarCity SleeliM'ountT"'�r Zep System Type _-ZSComp - Stand'off'AttachmWt—Ii ardware- µ Mount Spanning VentsNo Wind Design Criteria " Design Code IBC 2015 ASCE 7-10 V11ind-Desi n IVlethod n "Partiall°/FuII—FEn'closed'Method-' Ultimate Wind Speed V-Ult� 135 mph Fig. 1609A Em. 'osure Cate.mo. - ..,_ Section 26.7 Roof Style Gable Roof- _ Fig.30.4-2A/B/C-5A/B Mean Roof Haig.lit. ' '- rnh- 1 ' ` " 25 ftry Section 26.2' Wind Pressure Calculation Coefficients Wind Pressure ExposureKZ 0.95 Table 30.3-1 K� ._ .�.� •__...�...� .� Mw �.-, .9.00T w,n_ ., .�. .,.•.mm.,.�, _Section 26.8,M. Wind Directionality FactorKd mm^0.85 Section 26 6-1 A.. .,- �...-._ ...., N .-,.• ,�.-�, . Velocity Pressureqh=0.00256(Kz)(Kzt)(Kd)(V^2) qh 37.5 sf Equation 30.3-1 Wind Pressure, ., Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext ,P,ressure,Coefficient(Down), GCp(Down)` --0.45--, Fig.30 4-2A/B/C-5A/B. Design Wind Pressure p p=qh (GCp) Equation 30 4-1 Wind Pressure Up' p„ -32.8 psf Wind Pressure Down down 16.9 psf ALL_`OWABLE STANDOFF SPACINGS�� ���-�� ��_:������^,:_ •.,���_��_� �� „ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max,Allowable Cantilever , - Landscape ,,r_ 24 Standoff Configuration Landscape Staggered Max Standoff Tributary Area ym Trib _ 17sf - PV Assembly Dead Load W-PV 3.0 psf Net Wind Upliftat Standoff T-actual° _ W -312 lbs' Uplift Capacity of StandoffT-allow 548 lbs Standoff Derrmand/Ca a is t e DCR x;56:9%- w X-Direction y Y=Direction" Max Allowable Standoff Spacing Portrait 48" 65" -777 Max Allowable`&-ntilever_ "Portrait _ _x "20" � _ NA' Standoff CO uration Portrait Staggered Max Standoff TributaryvArea���_. Trib " _22 sf, PV Assembly Dead Load �W-PV 3.0 psf NefVllind Uplift at Standoff _� T-actual Ibs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Ca acit DCR 71.2%`" ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC 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 EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, 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 HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 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 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 P01 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 q PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS V5 THREE GENERAL NOTES 4j cut heets Attalc edIAGRAM 1 ALL WORK- SHALL COMPLY WITH THE 2010 AUG 2 9 2017 R.C.N.Y.S. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. ,glTMIDINO DEPT- MODULE GROUNDING METHWDWAF0 AHJ: Southold Town REV BY DATE COMMENTS REV A SB 8/24/17 Modules swapped,downsize UTILITY: PSE&G—Long Island (Public Service Electric & Gas Co.) 1 ! • • • — s ! — a • CONFIDENTIAL—THE INFORMATION HEREIN ,OB NUDEPREMISE OWNER: DESCRIPTION: DESIGN: JB-1191016 00 CONTAINED SHALL'NOT BE USED FOR THE FRANK NATALE Frank Natale RESIDENCE Jay Ellis SolarC�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTNG SMU: a.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 3485 MINNEHAHA BLVD 9.6 KW PV ARRAY _,� m PART.TO OTHERS OUTSIDE THE RECIPIENT'S MODULEs SOUTHOLD NY 11971 71 ORGANIZATION,EXCEPT IN CONNECTION WITH ' X55 Cleamlew Way THE SALE AND USE OF THE RESPECTIVE (32) Hanwho Q—Cells # Q.Peak—G4.1/SC300 SOLARCITY EQUIPMENT,WITHOUT THE WRITTEN PAGE NAME: SHEET REV: DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. Delta Solivia 7.6 TL 6316809606 COVER SHEET PV 1 a 8/24/2017 (888T-(650) sa�aTTYY(765 2assj� 638-1029 iyaaa, PITCH:30 ARRAY PITCH:30 MP2 AZIMUTH:190 ARRAY'AZIMUTH: 190 MATERIAL:Comp Shingle STORY: 2 Stories Front Of House PITCH: 20 ARRAY PITCH:20 MP3 AZIMUTH:190 ARRAY AZIMUTH: 190 MATERIAL:Comp Shingle STORY 2 Stories pF NS K. zq cy 0 r � ---- AC 2 �, c �1366�1��ti� ' - AR�FESSIONP ` Inv , LEGEND ® ® Q (E) UTILITY METER -& WARNING LABEL m� INVERTER W/ INTEGRATED DC DISCO M P 2 & WARNING LABELS © DC DISCONNECT & WARNING LABELS e AC AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS MP3 QD DISTRIBUTION PANEL & LABELS Q LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS © CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED C L INTERIOR EQUIPMENT IS-DASHED SITE PLAN N Scales 1/8" = 1' W E 0 1' 8' 16' S' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-1191016 00 FRANK NATALE Frank Natale RESIDENCE v Ja Ellis =,aSolarCity. BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 3485 MINNEHAHA BLVD 9.6 KW PV ARRAY silk PART TO OTHERS OUTSIDE THE RECIPIENT'S -SOUTHOLD NY 11971 - ORGANIZATION,EXCEPT IN CONNECTION WITH , 3055 CleaMer Way THE SALE AND USE OF THE RESPECTIVE (32) Hanwha Q—Cells # Q.Peak—G4.1/SC300 PAGE NAME SHEET: REV. DAM' San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF-SOLARCITY INC. INVERTER T:(650)638-1028 F:(650)638-1029 Delta Solivia 7.6 TL- 6316809606 SITE PLAN PV 2 a 8/24/2017 (66B)—SOL-aTY(765-2489)m.eolarcltya«n Si 51 - 4„ (E) LBW 11'-10" 01 SIDE VIEW OF MP3 NTS 1'— ' (E) LBW C B SIDE VIEW OF MP2 NTS MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" 39" 0" STAGGERED MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER I NOTES PORTRAIT 4$" 20" 65" 0" LANDSCAPE 64" 24" 39" Oil STAGGERED ROOF AZI 190 PITCH 20 PORTRAIT 48" 20" 65" " 0 RAFTER 2X$ @ 16" OC STORIES: 2ROOF AZI 190 PITCH 30 ARRAY AZI 190 PITCH 20 RAFTER 2X8 @ 16"OC ARRAY AZI 190 PITCH 30 STORIES: 2 Comp Shingle C.3. 2x8 @16" OC comp Shingle PV MODULE 5/16,x1.5" BOLT WITH 5/16" FLAT WASHER INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO (2) MOUNTING BLOCK AND ATTACH ZEP FLASHING INSERT (3) TO RAFTER USING LAG SCREW. OF NEt4,Y ,(E) COMP. SHINGLE INJECT SEALANT INTO FLASHING CPQ K ZA (1) (E) ROOF DECKING (1) (3) INSERT PORT, WHICH SPREADS *� SEALANT EVENLY OVER THE I w 5/16" DIA STAINLESSROOF PENETRATION. ? z LOWEST MODULE SUBSEQUENT MODULES ��1365�1 STEEL LAG SCREW ,o (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP , OFESSIONQ� [(4) OF MOUNTING BLOCK & (E) RAFTER SECURELY FASTEN WITH BOLT. 51 STANDOFF Scale: 11/2" = V CONJ B-1191016 00 PREMISE OWNER: DES RIPTION: DESIGN: CONFIDENTIAL— 'ME INFORMATION HEREIN JOB NUMBER: \\\ CONTAINED SHALL NOT SO FOR'ME FRANK NATALE Frank Natale RESIDENCE Jay Ellis ;,;So�arCity. BENEFIT OF ANYONE EXCECEPTT SOLARCITY INC., YOUNIING SYSTEM:. �••. NOR MALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 3485 MINNEHAHA BLVD 9.6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S NODULES SOUTHOLD NY 11971 ORGANIZATION. EXCEPT IN CONNECTION WITH , 3055 CleaMer Way THE SALE AND USE OF THE RESPECTIVE (32) Hanwho Q—Cells # Q.Peak—G4.1/SC300 PAGE NAME- SHEET REv. ppm San Mateo CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVFRIFR: T:(650)638-1028 F:(650)638-1029 PERMISSION of SOLARCITY INC. Delta Solivia 7.6 TL 6316809606 STRUCTURAL VIEWS PV 3 a 8/24/2017 (868)-soL—CITY(765-2489)aur.saloraltycom UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL'— THE INFORMATION HEREINPREMISE OWNER: DESCRIPTION: DESIGN: JOB NUMBER: J B-1191016 00- CONTAINED SHALL NOT BE USED FOR THE FRANK NATALE Frank Natale RESIDENCE Jay Ellis �' =SofarC■�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNIING SYSTEM:NOR NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4-w Flashing—Insert 3485 MINNEHAHA BLVD 9.6 KW PV ARRAY A. PART TO OTHERS OUTSIDE THE RECIPIENTS MaouLEs SOUTHOLD NY 11971 ORGANIZATON, EXCEPT IN CONNECTION WITH , 3055 CleaMew Way THE SALE AND USE OF THE RESPECTIVE (32) Hanwha Q—Cells # Q.Peak—G4.1/SC300 SHEET: REV DAT- San Mate,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVEITTER: PAGE NAME T.(550)638-1028 F:(650)638-1029 PERMISSION of SOLARCITY INC. Delta Solivia 7.6 -TL 6316809606 UPLIFT CALCULATIONS PV 4 a 8/24/2017 (888)-SGL-CITY(765-2489)www.salarcltyaam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:NoMatch Inv 1: DC Ungrounded INV 1—(1)Delta # Solivia 7.6 TL LABEL- A —(32)Hanwha Q-Cells Q.Peak-G4.1//SC300 _ AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:99371612 Inverter;760OW, 240V, 97.59'0, Zigbee, PLC PV Module; 300t,274.5PTC, 4OMM, Black Frame, MC4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 39.76 Vpmax:' 32,41 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E) 200A MAIN SERVICE PANEL MULTI-CONTACT B E) 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 IND Branch Socket 5 1 DC+ (E) WIRING CUTLER-HAMMER D 6 A r., G 200A/2P Disconnect 7 Delta Dc+ MP 2: 20 SoliVla 7.6 TL DG (E) LOADS C ----------- ----------- -EGC ------------ ----� I., z.V F------------ 2 • L2 D0+ I DC+ N DG I 4 a MP 3: 1x9 4OA/2P ---- GND -------------------- EGCI DC+ r C+ I A ----------------- - GEC ---� MP 2: 1x9 I� DC- _ C- 8 I GND EGC- ----------- ----------- ------------ ------------ -----� I I I (1)Conduit Kit; 3/4'EMT N I z z c� --- GEC --� TO 120/240V SINGLE PHASE I UTILITY SERVICE I I I I I ECC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP OI (1)MURRAY P MPZ40 PV BACKFEED BREAKER C CUTLER—HAMMER #DG222URB /� B (4)Delto 0 Sol[Aa A (2)MULTI—CONTACT�4 PV—AZB4 D� Breaker, 40A 2P, 2 Spaces Disconnect; 60A, 24OVoc, Non—Fusible,NEMA 3R A SmartRSS Rapid Shutdown, 60OV,20A,NEMA 4X, MC4 Branch Socket; MC4 U—Joint Connector, Female Female Male —t 1)7rLd Rod —(1)CUTLER XMMER�DGIOONB —(2)MULTI—CONTACT#PV—AZS4 5 8 x 8, Copper Ground/Neutral It; 60-100A, Genal Duty(DG) Branch Plug; MC4 U—Joint Connector,Male Male Female � 1 AWG d8, THWN-2, Black �.�� (4)AWG#10, PV Wire, 60OV,Black Voc* =397.92VDC Isc=19.54 ADC 4 AWG 110, PV Wire,60OV, Black Voc* =309.49VDC Isc=9.77 ADC O 141—(1)AWG 08, THWN-2,Red (._S 1 (1)AWG 16, Solid Bare Copper EGC Vmp =291.69 VDC Imp=18.52 ADC O (1)AWG d6, Solid Bare Copper EGC Vmp =226.87VDC Imp=9.26 ADC (1)AWG#10, THWN-2,White NEUTRAL Vmp =240 VAC Imp=31.7 AAC \� (1)Conduit Kit;.3/4'.EMT _ 1 Conduit Kit:.3/4.EMT — _ (1)AWG d8, TFIWN-2,.Greet.. EGC/GEC—(1)Conduit.Kit; 3/4'EMT (2 AWG 110, PV Wire, 600V,Black Voc* =397.92VDC Isc=19.54 ADC (4)AWG#10, PV wire, 600V, Biudc Voc* =397.92VDC Isc=9.77 ADC ® (1)AWG 16, Solid Bare Copper EGC Vmp =291.69 VDC Imp= ADCO (1)AWG�6, Solid Bare Copper EGC Vmp =291.69 VDC Imp=9.26 ADC (1 Conduit Kit; 3/4'.EMT (1)Conduit Kit;.3/4' EMT � (4�AWG#10, PV Wire, 60OV,Black Voc* =309.49VDC Isc =19.54 ADC (I AWG 16, Solid Bare Copper EGC Vmp =226.87VDC Imp=18.52 ADC _. J_ _. (1 Conduit Kit;.3/4'.EMT (2)AWG#10, PV Wire, 60OV, Black Voc* 309.49VDC Isc=19.54 ADC © (1)AWG{6,Solid Bare Copper EGC Vmp =226.87VDC Imp=18.52 ADC J B-1191016_ 0 0 PREMISE OWNER: DE'SCPoPIION: DESIGN' CONFIDENTIAL— THE,INFORMATION HEREIN JOB NUMBER: \\�!� coNralNm SHALL NOT BE usm FOR THE FRANK NATALE Frank Natale RESIDENCE Jay Ellis SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SY'IEM: at NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 3485 MINNEHAHA BLVD 9.6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MoouLls SOUTHOLD NY 11971 ORGANIZATION,EXCEPT IN CONNECTION WITH r 3055 Cleordew Way THE SALE AND USE OF THE RESPECTIVE (32) Hanwha Q-Cells # Q.Peak-G4.1/SC300PACE NAME g{LL7. REV pp7E San Mateo,CA 94402 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN INVeEM L•(650)638-1028 F-(650)638-1029 PERMISSION of SOLARCITY INC. Delta Solivia 7.6 TL 6316809606 THREE LINE DIAGRAM PV 5 a 8/24/2017 1 (668)-SOL-CITY(765-2489)aww.solardty.. WARNING:PHOTOVOLTAIC POWER SOURCE Label • •n: Label Location: "• • • V1/ARNING WARNING ' Code:Per Code: Per Code: Per NEC • ELECTRIC SHOCK.HAZARD ELECTRIC SHOCK HAZARD • DO NOT TOUCH TERMINALS NEC ' THE DC CONDUCTORS OF THIS •- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE'ENERGIZED INVERTERIS UNGROUNDED AND - IN THE OPEN POSITION MAY BE ENERGIZED DISCONNECT •'- UNGROUNDED• D D - NEC .•0 LabelLabel Location: •." • PHOTOVOLTAIC SYSTEM MAXIMUM POWER- Per Code: POINT CURRENT(Imp)_A Code: SHUTDOWNCEC 690.56(C) MAXIMUM POWE P)-VNEC 690.53 Label Location: POINT VQLTAGE Vm MAXIMIUNI SYSTEM V VOLTAGE.(Voc)_ SHORT-CIRCUIT A CURRENT(Isc)_ WARNING '• Per ..- INVERTER OUTPUT CONNECTION 690.64.13.7 •- DO NOT RELOCATE WARNING Per THIS OVERCURRENT DEVICE ••- ELECTRIC.SHOCK HAZARD 690.5(C) IF A GRQUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZEDLabel Location: CAUTION ' Per ..- PHOTOVOLTAIC SYSTEM CIRCUIT IS 6PCKFED NEC •• Label • • Per WARNING Code: ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALSNEC 690.17(4) Label Location: OAQ SNDES MAY BE ENERGIZ CAUTION IN THE OPEN POSITION DUAL POWER SOURCEPer Code: DC VOLTAGE IS SECOND SOURCE ISNEC 690.64.13.4 ALWAYS PRESENT WHEN PHOTOVOLTAIC SYSTEM SOLAR MODULES A'RE EXPOSED TO SUNLIGHT Label • • PHOTOVOLTAIC POINT OF '• Label Location: INTERCONNECTION _ r Code: PHOTOVOLTAIC AC • WARNING: ELECTRIC SHOCK 690.17.4; • 690.54 • Disconnect HAZARD. DO NOT TOUCH • NEC DISCONNECTCode: TERMINALS..TERMINALS ON • BOTH THE LINE AND LOAD SIDE Combiner '• MAY BE ENERGIZED IN THE OPEN (D): Distribution POSITION. FOR SERVICEDisconnect DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. Interior Conduit Label •'• • PV POWER SOURCE (INV): Inverter With Integrated DC Disconnect MAXIMUM AC A ' •• MAXIMUM AC A (LC): Load Center OPERATING CURRENTPer Code: OPERATING CURRENT (M): Utility Meter MAXIMUM AC VNEC 690.54 MAXIMUM AC V OPERATING VOLTAGEOPERATING VOLTAGE P•I): Point of • • 1+ AliModel RSS-60042 Connection Diagram: ---------------------- _ DELTA RAPID SHUTDOWN BOX 1, pppgp I ON ROOF WITHIN 10'OF PV ' . .,✓ - - - G i son _ `4x" I Air, a t S I w.w.?earrYa \� I , C US I ....... I . '�e a ' s:�v r�1.�4tla"": i,✓- .. � -� , t Q � - ,tea^- K� j � � '„ f-s. `` � '$ �`- a Asa -^ ';,, (/�\ •�' � ,�` �` ! _ - i'' �r-.,t, °sgn "�. ` , d -_ "'-„F'%^-• � rNMI ��!»4�1a I wiQ I nqt a.�;_ - -s „ r'1v3S AC De PV. AC ........DCpy. One conduit BREAKER GRID AC for all win TechnicalSpeclficaUon5V SIGNAL s Input Ratings '. ' �`� a..'.,�_. '.t t tx tla r �_ ' +'t +”c t t *r+' �-x fi00V DC 1 s 600V DC �, - , Ih7tft CUTDiiT '" • 1_ F_ �_ 4 RAPID gHt7TpQVki[�I, • � ,. Output Ratings _ 1 20—N ConductorMaximum Current Controlled L s 25A:= 25A- Output Terminal Wire Size • ��.�,.;:� .h�M. _ ���A��. ,' � .:��,�.: �.��: �4,^,(two holes}���-��,�� ��� PLC Signal W5V;S(gnaLWfre' mm' _ _ Control Signal Method 5V Slignal Wire.Voltage Rating General Data Kapid ' 1 Device ini _ 2 861bs(t.3kg)*.° w� 661tis(3.Okg)w IMC 4�PV Connector orAmphenol H4�PV Connectors MC 4 PV Connector o�Amphenol H4 PV Connector, for Delta D0" 7D TL Inverters t MCf _ -4PV,Connectoror,-AmphenolH4_PVConnectorsem,- ScrewTeirminalBlock s' Operating Temperature Delta's Rapid Shutdown Devices provide an automatic disconnect of 60OVDC f 185°F`_40 residential or small commenclal PV array system,fully compliant with the Rapid - Shutdown requirements of NEC 2014 article 690.12.It is compatible with Delta's ""` q P •. .=4a s,� �n20�0�m above sea level'a�'� �µ'M �.. �w 2�OUm above sea levels° _ _ .. � single-phase residential inverters. _ 10 Years:� �-ice KEY FEATURES Standard Compliance { Enclosure Protection Rating • NEMA 4X Protection •Compact and Lightweight .. Y NEC 2014Art1c1e690iY j �* NEG2014Article690:12 •Rack Mount Installation 4 Pl�a�i ono is-bi-t o d,a^fie t tt ui la- Delta Products Corporation,Inc. •Fast Connect with PV Connectors 46101 Fremont Blvd. •Compliant with NEC 2014 article 690.12 Fremont,CA 94538 Sales Email: Inverter.Sales@delta-corp.com •PLC Communication(Model RSS-600 1-1 only) Support Email: Inverter.Support@delta-corp.com Sales Hotline: +1-877-440-5851 or +1-626-369-8021 CH® Support Hotline: +1-877-442-4832 C US Support Intl +1-626-369-8 Monday to Fnfrom from lam to Spm PST(apart from Holidays) www.delta-amencas.com www.delta-americas.com/solarinverters E LTA 4av 012017-AHm:o,matinn.and cp* 1al.ar"area sable:;:d�nonne.aNa�ut note; Delta Solar Inverters Datasheet for SolarCity I' 7, .,-.,.._.. -• I ...,._ \ �>a o : a I: Y 'r�.'" o c�`�itr �'`• oyD''�^r'�,.A°`�' INPUT(DC) • - -; ax system Volta w ominal Volta a -,r -_380 V-,_-- -- - - - ` - - peraUrt VoHa a 20U_-500 V ax Usable Current .18'0 A" T;�` 20,0 A-• _ - ,20 0 A per MPP traekee- _ - • tt ti� ax.ShonCircadcurtent(CSTC _ N?50A`perMPPtracker. ^ [ .MowaWe Imbalance P axolder - . » - - ' _ 4200 W --'+4"_^ - 500011V� •4�', T�Y5800-W»' _j _ y 7��a(G .I ed DC Loading Ratio -- -_,...._ 1 b_-_,.-z. _ ___ __.r-_.=._r= - _ - _>•-- _ + CDisconnecl L' Internal i- • kms+ 1 ) r PPTrecker otallnputSldngsAvailable l-_,.,,,�.��_._-.-_-...Y2.....,_....-._....____..-. ._...�u.__.__...._.___._.____,_._.._.._ 4.y_u,___.,.,._,.,..•.__ --v."a._._,. SOIGI city' OUTPUT(AC) 7' g f F ominal Parer 3000 W _ {- _380011V SPUO'1 V _ '' ( ;"F"6600 W;,`T „,7600 W ? . e e t. • I '. '• 3000-W @ 208 V%':" , ''3300 W 208 V% / _5200 W @ 208 _ ; ax,Cont(nuous Powar 300D W @ 240 V�u� 3800 W @ 240 VY-228 t 5200 W 240 V I° 6600 W(�240 V_ 4 7600 W 240 V. I (! Rage Renge -r--' ^�— ---183 V 205 V/_211-264_V @ 240 V _ "�rt-' •"'-_ 6� ,,+ 11 4' s 3 r 144A@208 V/�- r 1b8A@208V%-'3��240A@2118 V/P'?t 317A@208 V!t 31.7A@208V/- ominal Current ominal Frequenc125A 240V _-_758A 240V_ 216A 240V� 275A 240V •I 317A 240V " y q•� ,�, requepcy Range 69 3-'80 5 Hz dustabe Fre uen Rena .. , ''57:0--''630'Hz - .. .° -• r- 'Ma . .., 1 cY g Lam- Consum lion _ ot5lHarmonicD+s07m Nominal Power - -"`-"- -'____ _• ___.„.-. __, ,:�3%�.__ _ _�. ___..____=_,_ -_ t- - f - - • - f - - -� ower Factor Nominal Power dlustable Power Factor Ran a -,cz , �_ 6851-085c o cNoise Emission a ; GENERAL SPECIFICATION t-i. w7 dp'" •5 'w aX.Efticbncy 'a-, 98%'^ t * - - •,, i - EC EtHctency ~- '97 5SY @.208V!97 5%@ 240V,� ,t - peratlng Temperature Range ^'13-158°F(-25-70°C)j_derat_mg above 122 (50°C) - - - -F]v.=• ,; - i oTure Range - 4 _-- - -- -- .... (-40-85°C) 2geemperat - • ' - ' - -' I umxfity ..e u--__ ___..-___-T-.-�-.�--__-___ sx.Operatlng Altitude �.�._ �._.2- MECHANICAL MECHANICAL DESIGN ' Size M7W, inches -x WXO mm ,185x15.8x85in,(495 x4_01 x216mm,,,, )' "268zd5,Bx85m'(B80 2401x216 mm) M ei ht ,gym -43 0 lbs(19 5 kg) • ^ » T�65.01bs(29 •r . - i i ttterminals in connection box -_~' • ----� i _ _AWG 12--AldG 8 Copper(AcccMmg to NEC 310 15) C Connectors 2 polis of springtemiuials m c'onnec_ban box'_ _ 4 parrs of spdng temwmais in conne'clion box-,- ompatlble Winng Guageln DC »-� ti' �_ ,N,.y AWG'12-AWG 6'Copper'(Accordin9to NEC 690 8)'_"-- -_--J" `• •j ` ommumcation Interface -"*" '» -�' - ZlgBee' closureMatenal STANDARDS/DIRECTIVES nclosu-Proteclbn Solar I n ve rte rs "UL 1898 r n f rmerless TL 3.8 kW 5.2 kW 6.6 kW 7.6 kWround-FeUHProtection NEC.69035_CL1741CRD" ;' r"�' x ll-Islanding Protection tX- ?IEEE 1547 IEEE 18_47_1 ' Wide Operating Voltage Range-85—550V - V Rapk!Shutdown - T UL_1741 CRD PVRSS,NEC 690 72(wdh SMART RSS)Ty_��,-` _ •Wide Operating Temperature Range -13- 158°F(-25-70oC) - IntegratetliMeter --_^ � `Tu ANSIC'121(meett%Accarecy),;W-__ + egulafbn of Gdd Suppod - r^-` ._. Cahfomia Rule 27, HECO High CEC Efficiency-97.5% WARRANTY Standard Warranty E -. - y _ _.-•-10 years, '` .--- -- ._. ._~__ _I Integrated AFCI(Arc Fault Circuit Interruption) NEMA 4X plus Salt Mist Corrosion Protection Delta Products Corporation,Inc 46101 Fremont Blvd, Natural Convection Cooling Fremont,CA 94538 Sales Email Inverter sales@deltaww corn Dual MPPT(5 2kW/6 6kW/7.6k" Support Email inverter support@deltavnvcom Sales Hotline+1-877-440.5851 or+1-626-369-8021 Support Hotline+1-877-442-4832 AhELTA • Compact and Lightweight Support(Intl)+1-626-369-8019 UL 1741 /IEEE 1547/IEEE 1547.1 /CEC Monday to Fnday from 7 am to 5 pm PST(apart from Holidays) • GOListed/UL 1699B(Type 1)/NEC 690.11 G us %-SOIdfClty I ®pSolar Next-Level PV Mounting Technology '-1,5olarCity I ®pSolar Next-Level PV Mounting Technology ZS COMP , Components for composition shingle roofs Q �Q Mounting Block Array Skirt Interlock Part No.850-1633 Part No.850-1608 or 500-0113 Part No.850.1388 or 850.1613 Listed to UL 2703 Listed to UL 2703 Listed to UL 2703 :c Flashing Insert Grip Ground Zep V2 Part No.850-1628 Part No 850-1606 or 850-1421 Part No.850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 �oMrgri Description ° PV mounting solution for composition shingle roofs o� Works with all Zep Compatible Modules COmppr Auto bonding UL-listed hardware creates structural and electrical bond • ZS Comp has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Captured Washer Lag End Cap DC Wire Clip LISTED Part No.850-1631-001 Part No. Part No.850-1509 Specifications 850-1631-002 (L)850-1586 or 850-1460 Listed to UL 1565 850-1631-003 (R)850-1588 or 850-1467 • Designed for pitched roofs 850-1631-004 • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 • ZS Comp 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 Leveling Foot Part No.850-1397 zepsolar.com zepsolar.com Listed to UL 2703 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 Zap 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 cum Document#800-1839-001 Rev D Date last exported,April 29,201611:22 AM Document#800-1839-001 Rev D Data last exported.April 29,201611.22 AM ' powered by 1 r Format ' 65 7 in x 39.4 in x 1.57 in (including frame) n`m "r1161p- (1670mm x 1000mm x 40mm) ` : Weight 44.09lbs(20 0kg) _ + Front Cum Co0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology •" �„m.,.-�- '"+° �� ; Back Cover Composite film Black anodized aluminum °. m.. + 39A1 Cell 6 x10 monocrystalhne Q ANTUM ULTRA solar cells ; - )unction box 2 60-3.03 m x 4 37-3 54 m x 0.59-0.75 m Y (6 -!Tanx 111-90mm x 15-19mm),Prot_echon class IP67,_wdh bypass diodes r I Cable 4mm2 Solar cable,(+)47 241n(1200mm),(�)47241n(1200mm) Connector Multi-Contact MC4,IP68 m moa I Q Iwn'n- • , • 1'' POWER CLASS _ 295' 300 3054 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC_(POWER TOLERANCE+5W/-OW) r ! PaweratMPPt P„pp fW] 295 300 305 I sbortmreuitcurrmir kc [A] 9.70 977 984 t a ' _p�p Open CiraritVollage'- Va_ 394839 76 40.05 c -_ — j �i Current at MPP•— I� [A] 917 926 9 35 ; YoltageatMPP• Yypp M ^3219 32.41 - 3262 The new high-performance module Q.PEAK-G4.1 is the ideal solution z1 «] Z :i 1� �J ��� so�—� �- - ziss MI RMAOPERAT for all applications thanks to its innovative cell technology Q.ANTUM _.__...___..- _ . _ ■ 1 MINIMUM PERFORMANCE AT NOL ING CONDITIONS,NOC2 ULTRA and a black Zep Compatible""frame design for improved aesthetics, i PavreratMPPt� _ Papp [w] _ 21a 1 _ _ v zz1.B __ � 225 5 ; ` SkortencnitCuneur' Ix W 7.82 7 88 794 : easy installation and increased safety.The world-record cell design was . ._ _ _ _ �R op.Circuit voltage V. IV] 36.92 3719 3746 developed to achieve the best performance under real conditions-even i a rnReliZ2t1L�PP* .__ _�]_._ -_. izo _.7,27... _- _ . . ss with low radiation intensity and on clear, hot summer days. 111u@aQe2RM 3030 '- - 30.49- J ^~ 3067 0IN --------lulu AM 1 SG ;- lulual lues, lulu- lu i lulu--lulu- lulu-; {'1000 W/ma,25?°C,spectrum AM 1 SG y 'Measurement tolerances STC t3%,NOC t5% 3800 W/m2,NOCT,spectrum AM 1 5G~- -^typiYcal values,actual values may differ I 0 CELLS PERFORMANCE WARRANTY M_ r.,, ^✓ _w. y PERFORMANCE AT,LOW IRRADIARCE _ LOW ELECTRICITY GENERATION COSTS At least 98%of nominal power during first year. ®,b„q, ,° Thereafter max 0.6%degradation per year Higher yield per surface area and lower t� - At least 926%of nominal power up to l0 years. .m 1 At least 83 6%of nominal power up to 25 years. higher power classes and an efficiency rate of up to 18.6%. !`s ------------------ All ° W WI I W o ---- (�: data within measurement tolerances Full warranties in accordance with the warranty organization # m terms of the QCELLs sales organization of your INNOVATIVE ALL-WEATHER TECHNOLOGY respective country Optimal yields,whatever the weather with excellent low-light _ _ ;. _ iaaaouu,criw/ml and temperature behavior. i ! Typical module performance under low irradiance conditions i 4 .u"ua°e ;a�°awwi�xo a tee.m,u ms's comparison to STC conditions(25°C,1000W/m') f ENDURING HIGH PERFORMANCE ( �_� -v_ —___ _ —_ .____ ._ ____ .___. ___�."__- s_R. _ •.___----._�_.__._. TEMPERATURE COEFFICIENTS Long-term yield security with Anti-PID Technology', QXELLS ® nnouamn g E TemperatureCoeffiicierdot6 a [%/K]- +004 TemperatureCoetficientofV. P y[%/K] -028 ; Hot-Spot-Protect and Traceable Quality Tra.QTM. �TOPBRAND�PVi Temperature _ ... -...___._ _._A.-_____ _ - ____ . _ __ ______-__________ _.. _.__.________ _ _ _ __ _ p emperatoreCoefficierdofP„pp y [%/K] -039 Normal Operating Cell Temperature__ NOCT - [.FI _ 113t5.4(45t3°C) ( O _ -_ _ 1 n A RELIABLE INVESTMENT ®�E, °°t° t° t MaximamSystemVoltageV M 1000(IEC)/1000(UL) Safety Class II Inclusive 12-year product warranty and 25-Year linearerformance uarantee2. i MaxinmmSenesFuseRatif� [AOC] 20 fife Raft COEM/TYPE1(UL) P .- � a O14PAT —• y Design load.push WLIP fibs/11121 75(360OPa) Permitted module temperature -40°F up to+185°F Q�a Phrrtnn , oncontmoousduty (-40°C up to+85'C) Y e _ _�- lulu--- HU-np 55 6(2666 Pa) 2 see installation manual �, �CElts' ! r I 1 , ' 1, 1 1 (•`.:gym ! UL 1703.CE-compliant; Number of modules per Pallet 26 IEC 61215(Ed.2),IEC 61730(Ed.l)application class A I Number of Pallets per S3°Container 'lulu lulu ^lulu — _--32 t ^ p°MFA APT test conditions-Cells at-1500V C -Number of Pallets par 40'Container �- 26 0 1 against grounded,with conductive me- ` E c��us aroO� PaIletOnaensions(LxwxN) �(1745mmx 1150mmx1170mm) r tal foil covered module surface,25'C, Pallet Weight 1254lbs(569 kg) ' A THE IDEAL SOLUTION FOR: 16Bh ;___�e—__�----__---��____--____--------__,_.___—_—____�-•lulu-_____-_-�_—_ _ _ 2® Rooftop arrays on See data sheet on rear for further NDTE•Installation instructions must be followed See the installation and operating manual or contact our technical service department for further information on approved installation and use digs information. of this product residential buildin Hanwha D CELLS America Inc 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry®us q-cells com I WEB www.q-cells.us Engineered in Germany OCELLS