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HomeMy WebLinkAbout40923-Z o�SvffaLt TOWN OF SOUTHOLD I / BUILDING DEPARTMENT V Q TOWN CLERK'S OFFICE k) oy�• O� SOUTHOLD, NY �rV<1'24 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#: 40923 Date: 8/18/2016 Permission is hereby granted to: Altman, Eugene 1800 Aldrich Ln Laurel, NY 11948 To: install roof-mounted solar panels as applied for. At premises located at: 1800 Aldrich Ln SCTM # 473889 Sec/Block/Lot# 125.-1-2.17 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 2/17/2018. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 LECTRIC $100.00 T : $200.00 Building Inspecto 2/22/2017 Lk Town of Southold Attn: Building Department NOTICE OF CANCELLATION 1800 Aldrich Lane Laurel, NY 11948 Permit # 40923 Dear Building Division, Please void the permit for the above listed property. The panels were not installed. The home owner decided not to move forward with the solar project. Sincerely, SolarCity NATALIE PE U FCDnNIOTMARYAnais Fernandez PUBLIC,STM OF NEW YORK ggistnWon No.0IM328470 Permit Coordinator �i6eIinS�,kc�,'� 3e2a!631-355-5125 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 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 P-4 Survey SoutholdTown.NorthFork.net PERMIT NO. " l7 3 Check Septic Form N.Y.S.D.E.C. Trustees .0. C.O.Application lood Permit Examined 20 Single&Separate AUG t 1 2016 Storm-Water Assessment Form Contact: Approved ,20 MING DE '• Mail to: SolarCity-Anais Fernandez Hauppauge,Disapproved a/c TOWN OF SOUTHOLD 923C Motor ParkwayHau au e NY 11778 Phone: 631-355-5125 Expiration ,20 Y Building Inspector APPLICATION FOR BUILDING PERMIT Date wSr Cl , 20AP _ 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,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspecti 1^ (Sig re o applicant name,if a corporation) 923C otor arkway Hauppauge,NY 11788 ailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Contractor/Agent Name of owner of premises C. l e Niman (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. 52057-H Plumbers License No. Electricians Licen'''se No. 51331-ME Other Trade's License No.',• ' 1. Location of land on which'' ro osed work' ork will be done: IRo . - � ,& 1r1d� �6 ,x.� House Number Street 9 Hamlet County Tax Map No. 1000 Section a S Block 1 Lot ' Subdivision Filed Map No. Lot 't! ` ` 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential b. Intended use and occupancy 3. Nature of work(check which applicable):New$uYiding :w.. Addition Alteration s �: wn Repair Removallitioh;�, Other Work (Description) 4. Estimated Cost I -I ��[� w�i I 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 _•...,� 4,.�-x nil -- 6. - .�u;-s�'�.,�•rJ' Y�°::�{Y;`"�a 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 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 14.Names of Owner of premises 4 � k .Address WO �I�ViCh L44i Phone No. ((S k 3 b-90`P Name of Architect YG G Address ri r) a J INS hone No�!l�1 Name of Contractor SolarCity Address 923C Motor Parkway hone No. 631-355-5125 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 Y * IF YES,PROVIDE A COPY. STATE OF NEW YORK) `� COUNTY OF SU jf SS: being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Contractor/Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have perform the s and fi e this application; thai all statements contained in this application are true to the best of his knk will be performed in the manmer set forth in the application filed therewith. R.epistratlon No.01 Z16128779 Qualified in Suffolk County Com mivdm Expires Ocwber 9,2 Swo to before me this day of AQA1J 20 1(_y t ublic S gnature;olicant Scott A. Russell ,��®S" /r S'7C'0]KMWA\T]EIK SUPERVISOR - MAN IEMTENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑Ef A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0"13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑C C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 09E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[ /F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1 000 Date- Distract NAME _ p I 1 rrm Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**� Contact Information Rrkphorc�umbrrl o.J— ,"''�✓�. Reviewed By: — — — — — — — — — — — — — — — — — Date: �j'�� Property Address/Location of Construction Work: — — — — — — H— Date — — — — — — — Approved for processing Building Permit. �Mo rB y�id�ih(�L �J e- Stormwater Management Control Plan Not Required. LIAJe_ I q Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 / ' '" , ® DATE(MM/DDIYYYY) A�v CERTIFICATE OF LIABILITY INSURANCE 0811412015 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(ies)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 FAX AC' C No CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADORES : Attn:Shannon Scott 415.743-8334 INSURERS AFFORDING COVERAGE MAIC# 998301-STND-GAWUE-15-16 INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B;American Zurich Insurance Company 40142 SolarCity Corporation 3055 Clearview Way INSURER C:N/A NIA San Mateo,CA 94402 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-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 ADDL SUER POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MM/DD MMIDD/YYW A X COMMERCIAL GENERAL LIABILITY GLO018201600 09/01/2015 09/01/2016 EACH OCCURRENCE $ 3,000,000 DAMAG CLAIMS-MADE a OCCUR PREM SES Ea oNcsurrence $ 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[:1PRO JECT a LOC PRODUCTS-COMP/OP AGG $ 6,000,000 PRO- OTHER' SIR $ 250,000 A AUTOMOBILE LIABILITY BAP018201700 09/01/2015 09/01/2016 COMBINED SINGLE LIMIT Ea $ 5,000,000 accident X BODILY INJURY(Per person) $ ANY AUTO X ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTYaccidenDAMAGE $ HIRED AUTOS AUTOS (PeDeductible $ 100,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WC018201400 09/01/2015 09/01/2016X 1STE Turf OERH AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNERIEXECUTIVE YIN WC018201500(MA) 09101/2015 0910112016 E.L EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? F1N/A (Mandatory In NH) EL DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) Evidence of Insurance. 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 CharlesMarmolelo ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 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 SoiarCity Corporation 3055 Clearview Way Ic.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 Work Location ofInsured(Onlyrequiredifcoverageisspedjically id.Federal Employer Identification Number ofInsured limited to certain locations in New York State, ie, 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 911115 to 9/1/16 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box if all pari ners/offlcers 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 Item 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"2". The Insurance Carrier will also notify the above certificate holder within 10 days IF apolicy 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. (These notices may be sent by regular mail.) Otherwise,this Ceriil;cate is validfor one year after thisform is approved by the insurance carrier or its licensed agenA or until thepolicy expiration date listed in box 113c",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 Kamimum (Prim name of aulho' d represen 've or licznsed agent of insurance carrier) �, Approved by: �r 1.111` s— ature) (Date) Title: VP—Underwriting Manager Telephone Number of authorized representative or licensed agent of insurance 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. i ' STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier Ia.Legal Name and Address of Insured(Use street address lb.Business Telephone Number of Insured only) 650-963-5100 lc.NYS Unemployment Insurance Employer Registration SolarCity Corporation Number of Insured 3055 Clearview Way San Mateo,California 94402 1d.Federal Employer Identification Number of Insured or Social Security Number 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) CIGNA LIFE INSURANCE COMPANY OF NEW YORK Town of Southold 3b.Policy Number of entity listed in box"la": 54375 Main Road NYD075344 Southold,NY 11971 3c.Policy effective period: 06/01/2016 to 06/01/2017 4. Policy covers- ®a.All of the employer's employees eligible under the New York Disability Benefits Law ❑b. Only the following class or classes of the employer's employees- 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 NYS Disability Benefits insurance coverage as described above. Date Signed May 26,2016 By: (Signature of insurance carnets authorized representative or NYS Licensed Insurance Agent of that insurance camer) Telephone Number 1.866-761-4236 Title- Underwriting Director IMPORTANT. If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mall it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,New York 12305. PART 2.To be completed by NYS Workers'Compensation Board (Only if box"4b"of Part 1 has been checked State Of New York Workers'Compensation Board According to Information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1(12-13) -- r Version#61.7-TBD PIL ;;NSolarC't Y August 2,2016 RE: CERTIFICATION LETTER Project/Job# 1191347 Project Address: Altman Residence 1800 Aldrich La Laurel, NY 11948 AH] 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 - MP1: 2x6 @ 16"OC, Roof DL= 10 psf, Roof LL/SL= 17 psf(Non-PV),Roof LL/SL= 9.4 psf(PV) - MP3: 2x10 @ 16"OC, Roof DL= 14 psf, Roof LL/SL= 14.5 psf(Non-PV), Roof LL/SL=7.4 psf(PV) - MP4: 2x10 @ 16"OC, Roof DL= 14 psf, Roof LL/SL= 17 psf(Non-PV), Roof LL/SL=9.4 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19951 <0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the existing structure directly supporting the PV system Is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. of NEW The PV assembly hardware specifications are contained in the plans/docs submitted for approval. K ZgOy�0 Paul Zacher, P.E. * 2 Professional Engineer ! w T: 916.961.3960 x101 email: paul@pzse.com81365i,(s��= A��FESSIONP 3055 Clearv)ew Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029;olarc)ty com ,•L 05500 AF 1-9937 AZ FOC 143+71/ROC 145450 CA CSL8898k'14 C4 ECdW t Ci I+1C 0152778/ELC 01_'.US,DC CE 20fl120:8t1 n-GS+2 R EC13rY-22a-1 CT-2^07:0 A 1.`.-0052 MA HC 168:,72/ E1-1136MR MD HIC 120948/MW,NC 3080141 NH 0347C/12523M 1tJta.IH.r413UH0616O/AO/+dE80173P+CfJ KM EE,R-;".590`MNU:n)12'351i:1:.P-N:bGtB/B2-{.D0717 OH EL 47/07 CP CSSN96/C562 FA for PA077343 FI ACCUd714/R•130313 Tx TECL270Y41 UT8726950-6501 FAELE2'J5153276'JTEM-0582v`wA 5O1PAC•41e0t150L4HC•OOL'+-1 Aft—y 139 4/a-A-4e6 tlns+a.IH2401110000 Hrfn3m�aS.et ate, tnnd•+-118ba-aO-OO-00 f.'rtt lr 52057-H Lf oflc+rstn 1•IG26WO-H13 NYC 42001MA-DCA 5CEt'YC N YC l:e ,d E4LWJk 912610 dnDrd85'.55 Wa'a SI-6•n F1 l Jt i)n rwHm W tt201 4[P139a6 DCA Aft Fran.Fro+d(+d W SMvCrtp F,no CompG'Y LLC CAF111roLend' 1L1r e605478!,y,gnrClPj Finn Cn Pvey ILCIn il<•z+sndWrt;o DRaan[n5Ute9snt Gxnmlrelcrorfn ani fl�rn anlrro;+InD,d,+•wro fnnv 1rrFnx,.."y-nCsr 010421'tp:an.urn:r Lnsn L43nv.11di M1J tnsh:Im ttaan L-11,11 I0=3,I IL11024 R.Le dLend.+d_0Z3103LL-T).RayWred C-61",I40035C9E'i-202.N'R Lo-1 L-'4 1- e� Version#61.7-TBD - SolarCit PIL d'S6�esu �* w .H ARDWARE-DESIGN,AND STRUCTURAL'"ANALYSIS RESULTiSJ -, -ARY TABLES :. Landscape Hardware-Landscape Modules'Standoff.Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing- Y-Y Cantilever ` Configuration Uplift DCR MPi 64" 24" 39" NA Staggered 64.7% MP3 64" 24" 39" NA Staggered 72.9% MP4 64" 24" 39" NA Staggered 72.5% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X=X Cantilever Y-Y Spacing- Y-Y Cantilever Configuration Uplift DCR MPi 48" 18" 65" NA Staggered 80.7% MP3 48" 17" 65" NA Staggered 91.0% MP4 48" 17" 65" NA Staggered 90.4% rure Mounting Plane Framing. Qualification.Results Type Spacing Pitch Member Evaluation Results MPi Stick Frame 16"O.C. 300 Member Impact Check OK MP3 Vaulted Ceding 16"O.C. 390 Member Impact Check OK MP4 Vaulted Ceiling 16"O.C. 300 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 emstmg gravity and lateral load carrying members were evaluated In accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 44402 T(650)638-102 8 (888)SOL-CITY F(650)6338-1024 solarcity.com AL0:500.AR v-8937.AZ ROC 243MA=2!Z4e0 CAMS 88aIN CO EC8041 CT FrCO632rr B/ELC 012;05.DC 470;W1GM/fCC%D2:85.DE 200203@V T1-6r"52,FL ECW*61224 HI CT-2G770 ILI W52 IIAHIC 168f72/ EL-1136MR�iDHIC128948/1 NC 3Ctrl07-U XN 0347C/125?314-iv,r N.k:1CN73VH�'bfu 0/3dEFv)iTS2'CO.+.fn E£98-3i91^3 ti+t:J201^;135TH,C2-COIBb48182-O7P71v Ori EL 4770:.OR C6730.:'8/C5G2 FA MC?A JiTS43,�1 ACCG'774/R}38313.TXTECl27C06 UT 8724950-5501.VAELE2705'33278 NEM-05821 N'A SOLARC'y947)SDLAFC•oOSP;_;.,ten,.J39 Gr..?nF h-486.Nos7su H24p9Y0tG0 Putnsm ry4C41 Ro�ldnj H-Ti864-4C{r0-00 Snfut 52057-H Wouci,o"WC-260881,13 NYC17a0013E4-DCASCEP✓HC•1.YC Ucen>ni Ef?;.-nnnn n1267G a05<48o S56 W4tr5:.5th fl Urdu]E.—H,n NYII-0 $-CP9rd-0CA.AA to:fs p-Ad"L+S,46,0t't fInarvCe Cw Ws y Liu Cn flnsn,•*1 ender v UtNrv:a aS�5479d SolarCf^/Flsarca C9mpnny:LC ix licrosal t/d;e UJ4wurn Scety Da•c!G>enrnlsslencr to?rCsgw.n kva,in.ts In 00l a+.nre urde-:i ar+nan numiwr p1Cd?2 t.1D t'.gnsum�r!Ran lltante 224t*dV )nate9r.«.1S Lonn l�c'<ne�R1;'1.3/ILtiCr24 R1 llsm+d lend rr 220831fi31L TXR�xterW Credilrs•1du0^f+:irC3-2024b:'�'.rdcr lCesrcc aE75c or �STRUCTUREANALYSIS��.LOADING�SUINNIARYAND-MEMBER CHECK=MP1� ''' =-���?�,'�� - Member Properties Summa' 4 - MP1-`'. Horizontal`Member`,S ans' °' Rafter Pro ertie"st " - - -- Overhang 1.16 ft Actual W 1.50"° " Roof stem Pro erties` S an i =,=12:15 ft"` Actual D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material• y°°> Coin"`Roof; S' an 3; A In= 2 - ,8.25'- Re-Roof No Span 4 Sx in.^3 7.56 P ood Sheathing:` Yes S an;5 = y'Iic in"4;. 20:80` w.` Board Sheathing None Total Rake Span 15.37 ft TL Defi'm Limit 120 Vaulted'Ceiling= No< dPV i Start: ` 3.081,ft,;_ Wood S'ecies °SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.08 ft Wood Grade #2 Rafter:Slo e, 30°^ PV,2 Start Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Cat Bracing ,` Full' ;PV 3'StaFt`.;' _ iET: psi 1;400,000 Bot Lat Bracing At Su__pports PV 3 End E-min(psi) 510 000 Memtier Loading Summa ., Roof,Pitchy'.,: m 7 12 $ '- =Initial';.:, Pitch Ad'ust +4::_Non-'PV.Areas Roof Dead Load DL 10.0 psf x 1.15 11.5 psf 11.5 psf PV Dead'Load PV-DL 3:0-psf "X,"1:15 Roof Live Load RLL 20.0 sf x 0.85 17.0 sf Live/Snow`Load LL%SL1�2` 20:0 psf, x 0.7._ 1,x0.47,, =14,Q.psf,. 9,p'sf Total Load(Governing LC TL I 25.5. sf 1 24.4 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C)(IS)Pg; Ce=0.9,Ct=1.1,I5=1.0 r - Meri�ilier.Desi nbSum_ma er NDS =Governin .LoadtCoinb" _CD= CL` + 'CL• CF,. - - 'nCr D+ S 1.15 1.00 0.52 1.3, 1.15 Member.'Anal `sis Re_sults'Summa ° Governin` Anal sis'° ' Pre-PV,Mdrnent, 14: '" Post=PV Moment "Net 3m` act -4LL' ' Result k- Gravity Loading Check 1,104 931 0.84 1Pass 9ALCULATIOfi1;0F. DESIGN ININDNLOACBS: gMP Mountin Plane'Information Roofin 'Material 'Comp;Roof Roof Slope 300 Rafter S ecin` Framing Type/Direction Y-Y Rafters m PV System Type Zep System Type _ 4 7S Comp A TM Standoff Attacfirneiit Hardware'p - Comp Mount-Typ 7 Spanning Vents R p No Wind Desi- n--Criteria Wind Design CodeIBC 2006 ASCE 7-05 k _ UVindNDesgmMetho_d-_". . _. _k.. _.m ,... Partially//Fully Enclosed Methodma >. Basic Wind Speed V 120 mph xFig. 6-1 _.0 va. ,o_.,�. Expos re C teg_rYw,v Roof Style _ Gable RoofgFig.6-11B/C/D-14A/B Mean,:Roof Height 7 Wind Pressure-Calculation-Coefficients Wind Pressure_Exposure KZ 0.85 Table 6-3 Wind Directionality Factor 1F Kdy 0.85 Table 6-4 Im"'orfance-Factor_;' I a ='1.0 ;- Table 6-1' Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCp_ Down - 0.88 Fig.6-11B/C/D44A/B Design Wind Pressure p p= qh (GCp) Equation 6-22 Wind Pressure Up p„ -25.3 psf Wind Pressure Down 23.3 psf ALLOWABLE -ND, TSP X-Direction a 'Y-Direction. Max Allowable Standoff Spacing Landscape_ _ 64" 39" Max_AllowatileTMCantileve`r P 9' ,Landscape_ _ Standoff Configuration Landscape Staggered Max-Standoff Tributary,Area_.�4, PV Assembly Dead Load W PV 3.0 psf -412 lbs7-1 Net,W►nd Up ift,at Standpff w._"wL. - _ Tactual _ y.` K____" N .,_ w"_a. ." _ i. _.,.w_.a._" -- Uplift Capacity of Standoff %T-allow 637 lbs Ste doff DemandgCe aci ID R, 64.7°W X-Direction`,' Y-Direction,' Max Allowable Standoff Spacing Portrait 48" 65" Mex Allowable.Cantilever Portrait` z Standoff Conficiuration Portrait Staggered Max Standoff_TributaryArea. y..r._r.. Trib: - °22�sf - ' . PV Assembly_Dead Load m W-PV 3.0 psf Net W'ind'U lift at Standoff _ NT-actual4 n yy 41 Uplift Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand Ce aciF DGR X80.7°10, STRUCTURE ANALYSIS- LOADING SUMMARY"AND MEMBERCHECK-*M_P Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual!W 1.50" Roof. stem Properties San 1: 13.67,k Actual'D' 9:25" Number of Spans(w/o Overhang) 2 San 2 4.24 ft Nominal Yes Roofing Material Comp Roof San 3 - = A in^2 13.88 Re-Roof No Span 4 Sx(in A3) 21.39 P ` ood Sheathing Yes S ani Ix(in AQ 98.93 Board Sheathing None Total Rake Span 24.54 ft TL Defl'n Limit 180 Vaulted Ceilin Yes:.";_3 PV 1 Start 2:00'ft.' Wood'S" ecies' SPF ' Ceiling Finish 1/2"Gypsum Board PV i End 21.83 ft Wood Grade #2 Rafter Slope 390' PV 2 Start - Fb si 875 Rafter S acin 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing. Full_ -f PV 3 Start. E si 1,400,000' Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 10/12 Initial- Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.29 18.0 pisf 18.0 psf PV Dead Load , - -.PV-DL „°a 3.O.psf ,x.1.29 - 3.9 psf Roof Live Load RLL 20.0 psf x 0.73 14.5 psf Live/Snow Load „- LL/SL1�2° 20.0 psf z 0.67-"1 x 0.37 '13.4 psf =`7.4 psf Total Load(Governing LC TL 31.4 psf 29.3 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CJ(IS)p9; Ce=0.9,Ct=1.1,IS=1.0 Member Desi n Summa er'NDS 'Governing Load Comb ' CD CL + CL - CF Cr D+S 1.15 1.00 1.00 1 1.1 1.15 Member Anal sis Results Summa- Governin.°Anal sis Pre=PV Moment, Ib=in Post-P"V'Moment ' Net Impact" w` ` Result Gravity Loading Check 1 -426 1 1 -392 1 0.92 Pass l rCi4LCULAT10iV�OF-DESIGN WIND Mounting Plane.Information RoofingMaterial Comp Roof Roof Slope _ 39° -71 Rafter Spacing 16' O.C. ` Framing Type/ Direction Y-Y Rafters -77— �SolarCity SleekMount?" � Lep System Type _ _. _ ZS Comp Standoff Attachment Hardware _ Comp,Mount Type C Wind Design Criteria Wind Design Code__ IBC 2006 ASCE 7-05 Wind De`s_ign.Method ,v„ _. _,__ .0 w,__.. � _we,v.. __,., „__ Partially/Fully Enclosed Methodw Basic Wind Speed V _ry 120 mph __ w Fig. 6-1 Exposure Category _— _ _— _CSection 6.5.6.3 _ Roof Style _ _ ~Gable Roof Fig.6-11B/C/D-14A/B Mean°Roof;Hei ht h 25 ft Section 6.2 Wind,Pressure Calculation Coefficients Wind Pressure Exposure _ - _,. KZ. T.,.. 0.95 — Table 6-3 Topographic Factor. Wind Directionality Factor Kd 0.85 _ Table 6-4 Importance Factor ¢I 1.0 — Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient U GCp U ) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down ° GCp(Down) 0.88 - Fig.6-'11B/C/D-14A/B Design Wind Pressure p p= qh (GCp) Equation 6-22 Wind Pressure Up p„ -26.2 psf Wind Pressure Down 25.9 psf ALLOWABLE STAND®FF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_ -_Y Landscape _ 64" _39" _ Max Allowable.Cantileverw_„_ NA- Standoff Confi Standoff uration Landscape _Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV _ _ �_3.0 psf Net Wind Uplift at Standoff.,.,,;a..., .„ iT-actual _ T .-_ _.;x n -465 lbs Uplift Capacityof Standoff T-allow 637_lbs _ Standoff Demand/Capacity DCR X-Direction' °- Y-Direction Max Allowable Standoff Spacing _ Portrait 48” 65" Max Allowable Cantilever _ s Portrait _ _ _ _ X17" NA Standoff Configuration Portrait— Staggered Max Standoff Tributary Area -`_ _ _Trib °_� � _ - ',22`sf PV Assembly Dead Load W-PV _ 3.0 psf Net Wind Uplift_at Standoff T-actual _ � -580 Itis_ Uplift Capacity of Standoff T-allow _ . . _ 637 lbs rvm M m -„m m Standoff-Demand Ca aci r� DCR' 91.0% ' L!!�FRUCTURg.,,ANALYSI!S��-,,LOADING-"SUMMARY-A L .,M6Mb6e]PrOP J I Raftdi P "Oernes` - ,MM Overhang 1.16 ft Actual W 1.501, `R: 7, _D� `Roof System Prope W 7- ­-S ani 6.22'fft. Actual' 9.25'!' Number of Spans(w/o Overhanq) I— Span 2 Nominal Yes Roofing MatMa '15 88 ofiript Rdof -Spini 3-2, Re-Roof No Span 4 Sx(in A3) 21.39 Yes.'".1 ` "­_7 - �"'il r ,', - S066S'­ '� ' "'r 'IjK:- my^4 r 98.91, Board Sheathing None Total Rake Span 8.52 ft TL Defl'n Limit 180 Vaulted,06ilihg P�VlrStartLL y ­_',eS'r, 1,� , - - ',A�3-T.17 ft' ,,Wood, .SPF Ceilinq Finish 1/2"Gypsum Board PV I End 6.58 ft Wood Grade #2 30° ,,PV,,X%ait 875, Rafter Slope,,,-,'- Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 P.V'j, ft '00 - E�(P!1)2� �,,,A,400, ToOrtiit Braclng,_��;­- fu Start 0 Bot Lat Bracing Full PV 3 End E-min fncil 510 000 L -ding,'Sij oa hiaryL T _ Roof'Pit0h " Pltch�AdJUSt' Noj_PVrArtis,, PV,Afe6s__'_,�, Roof Dead Load DL 14.0 psf x 1.15 16.2 psf 16.2 psf PrF ,�pVr'DeAd,Ldad,' -,'.TWDL. 3.0`jisf,,,,_�­ 1'.15 15sf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf jLivd/Snj,b,*'Ldad r, � -�, I,I.0,,ps"f_ .0, "P20 0.474 4, psf ITotal Load(Goveming LQ TL 30.2 Osf 29.0,DSf. Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)Pg; Ce=0.9f Ct=l-lr Is=1.0 Mdmbee, 6sign a 4eNaS CD'3_ CL C+)" _CF' Cr D+ S 1.151 :1.00 L 1.00 Member'Anal s! 'Results"SuMma;y�,,,,. 'G6iernlfid�Ahilys , .ie7PV Moment -in) Pok PV,MbMdntI Net ImOict jSUlt"­ Gravity Loading Check 1 115 1 96 1 0.84, Pass KALCULATIOtV OF DESIGN Mountin Plane Information Roofing Material 7, T Comp Roof', Roof Slope 300 Rafter S acin Framing Type/Direction Y-Y Rafters PV System TYPe ;. _._. _ SolarCity SleekMountT � _ x : „ - Zep System Type ZS Comp StandoffAttachment.Hardware Comp Mount Type C " Spanning Vents ��No Wind.Design Criteria I ' Wind Design Code IBC 2006 ASCE 7-05 1 rjdI,-sign Method _, _ � _, __ _� - Partially/Fully Enclosed Method µµ ., 4a Basic Wind Speed V 120 mph Fig. 6-1 ExppsureWCategory C Section 6U5M6�3 _, Roof Style .._w .---- -�...__Mn_,.. � ce - � G ole Roof Fig.6 118/C/D-14A/B Mean Roof Height h. X25 ftft = Section 6.2 I Wind Pressure Calculation Coefficients = ! Wind Pressure Exposure K= 0.95 Table 6-3 TopogrFactor_ -Section 6.5.7 aphic Wind Directionality Factor Kd 5 Table 6-4 Immortarice Factor__ Im0.81:0Table,6-1= Velocity Pressure qh qh = 0.00256(Ki)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf I Wind-Pressure . Ext. Pressure Coefficient U GCp Up -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure;.Coefficient Down GCp- Down ;0.88 ,-- Fig.6-11B/C/D-14A/B Design Wind Pressure P p=Iqh(GCp) Equation 6-22 Wind Pressure Up Nun) -28.2 psf Wind Pressure Down 25.9 psf ALLOWABLE STANDOFF SPACINGS. _ _ �_.�_, X-Direction Y-Direction Max Allowable Standoff Spacing-- Landscape, 64 39" Max Allowable Cantilever Landscape 24" N_A Standoff Configuration Landsca a Staqgered Max Stndoff Tributary Area Trio 17 sf = PV Assembly Dead Load W-PV _ 3 0 p Net Wind Uplift at`Standoff nTactual _X462 lbs, _ m. M - Uplift Capacity of Standoff T-allow 637 lbs Standoff_Demand Caaci, DCR I X-Direction _Ye-Direction, Max Allowable Standoff Spacing Portrait 148" 65" Max Allowable�Cantilev_er Portrait Standoff Configuration PortraitSt ered Max Standoff Tributary Area , ,. Trib _c _ aw 22sf PV Assembly Dead Load _ W-PV w 3!.0 psf Net Wind-Uplift at Standoffs.� ;T-actual: Uplift Capacity of Standoff T-allow 637 lbs Standoff.Demand Ca aci DCR 90.4%, ABBREVIATIONS ELECTRICAL NOTES- JURISDICTION NOTES .y 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. , r s : `�'�t CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING ' x' sN=f 9"q ° TOWN, D DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN 4 I' a �v'V�11 C(���� EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. ' o VIED �! " �° ` �` N �. OF (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING r �� A REQ �IREQ i\I _ �'_- , �- , F EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, B.P.# = .'fid 14i;p4 FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE F3ATE' "'` GALV GALVANIZED HAZARDS PER ART. 690.17. r�� �, i3Y: `e` �u,` RD GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE IOT4 3UILDlNG DEPARTS°ENT AT p -._ s A r S v�;:Ef l livt_li iI'i:,e i rl.y l b, GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY 76�i-X802,-„,B,AM i 0 4 PIJ! FOR THE HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. =tINSPECTIONS" I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL I'OLL01i'Ib�+G . . Y FOUNDATION - TWO RcQUIRED ` Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). FOR POURED, CGNCRcTc kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN, METALLIC RACEWAYS OR 2 ROU'CaH'I'O�AMING` a PL'U ING Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER �tg OCCUPANCY OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 3. INSULA; LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). 4. FINAL CONSTRUCT ION•MUST p n MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RE COMPLETE FOR,C.O'. SE IS UNLAWFUL (N) NEW RELIEF AT ALL ENTRY INTO BOXES-AS REQUIRED BY ALL CONSTRUCTION SHALL MEET THE NEUT NEUTRAL UL LISTING. REQUIREMENTS OF THE CODES OF NEW F ITH O UT CERTIFICATE NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE YORK- STATE. NOT RESPONSIBLE FOR OF OCCUPANCY OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE DESIGN OR CONSTRUCTION ERRORS. PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING -POI POIN-T—OF-IN-TERCONNECTION -HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. -TICA S STAINLESS STEEL STC RD TESTING CONDITIONS TYP TYPICAL g UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached 1. ALL WORK-`SHALL COMPLY WITH THE 2010 R.C.N.Y.S. :. d 2. ALL ELECTRICAL WORK SHALL COMPLY WITH f` THE 2008 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Southold TownREV BY DATE COMMENTS S REV A NAME DATE COMMENTS x • s x UTILITY: PSE&G—Long Island (Public Service Electric & Gas Co.) * • • CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-11913 47 O Q �SE OWNER DESCRIPTION: DESIGN: . EUGENE ALTMAN Eugene Altman RESIDENCEVargas ��.;;So�arCity. CONTAINED SHALL NOT BE USED FOR THE Chris BENEFIT OF ANYONE EXCEPT SOLARgTY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 1800 ALDRICH LA 9.01 KW PV ARRAY 71 PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: 1p LAUREL NY 11948 ORGANIZATION,EXCEPT IN CONNECTION WITH , 3055 gearview Way THE SALE AND USE OF THE RESPECTIVE (34) TRINA SOLAR # TSM-265PD05.18 SIIEEL RE1F DALE San Mateo,CA 94402 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T:(650)638-1028 F:(650)636-1029 PERMISSION OF SOLARCITY INC. INVERTER: P V 1 8/2/2016 (888)—SOL—CITY(765-2489)aar,.solarcity.carn FRONIUS # Primo 7.6 COVER SHEET ' PITCH: 30 ARRAY PITCH:30 MPI AZIMUTH:236 ARRAY AZIMUTH:236 MATERIAL:Comp Shingle STORY: 1 Story PITCH:39 ARRAY PITCH:39 MP3 AZIMUTH:236 ARRAY AZIMUTH:236 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 p MP4 AZIMUTH:56 ARRAY AZIMUTH:56 MATERIAL:Comp Shingle STORY: 2 Stories pF NE�y VdW a CO K Z11 C0 C7 4. U Z 13 651��tr� MP3 ARCFESSIONP LEGEND Q (E) UTILITY METER & WARNING LABEL INVERTER W/ MPi Ion & WARNING LABELSRATED DC DISCO © DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS Inv --- Q DISTRIBUTION PANEL & LABELS OAC Lc LOAD CENTER & WARNING LABELS LC 11 O DEDICATED PV SYSTEM METER A C Rso RAPID SHUTDOWN (E) DRIVEWAY Front Of House Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR ©©� CONDUIT RUN ON INTERIOR O 1800 Aldrich La Q GATE/FENCE HEAT PRODUCING VENTS ARE RED r'---1 I� 'I INTERIOR EQUIPMENT IS DASHED L_�J SITE PLAN Scale: 1/8" = 1' 01' 8' 16' J B-1191347 0 CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PRECISE OWNER DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR 'MEEUGENE ALTMAN Eugene Altman RESIDENCE Chris Vargas BENEFIT OF ANYONE EXCEPT SOIARCITY INC., MOUNTING SYSIEM: : solarCity.n NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1800 ALDRICH LA 9.01 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MoouLEs LAUREL NY 11948 ORGANIZATION, EXCEPT IN CONNECTION NTH 3055 Cieaview Way THE SALE AND USE OF THE RESPECTIVE (34) TRINA SOLAR # TSM-265PD05.18PACE NAME yt�; REµ pp7E San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMIssioN GF sowtaTY INC. FRONIUS # Primo 7.6 SITE PLAN PV 2 8/2/2016 (8W)-SO-arY(785-2489)www.solarcitycom S1 S1 „ rLBW 2'-2"(E) LBW A SIDE VIEW OF MP1 NTS D SIDE VIEW OF MP4 NTS _ MPJ X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 18" 1 PORTRAIT 48" 17" RAFTER 2X6 @ 16"OC ROOF AZI 236 PITCH 30 STORIES: 1 RAFTER 2x10 @ 16"OC ROOF AZI 56 PITCH 30 ARRAY AZI 56 PITCH 30 STORIES: 2 ARRAY AZI 236 PITCH 30 C.I. 2x6 @16"OC Comp Shingle Comp Shingle (E) LBW PV MODULE 5/16" BOLT WITH INSTALLATION 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 S1 ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING V (2) OF N11 INSTALL LAG BOLT WITH K. Zq� y0 (E) LBW 5/16" DIA STAINLESS (5) (5) SEALING WASHER. CO y���* SIDE VIEW OF MP3 NTS STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES _ WITH SEALING WASHER (6) INSTALL LEVELING FOOT WI1T-I _ �— � C (2-1/2" EMBED, MIN) BOLT & WASHERS. c' It LU - E RAFTER -1-- MP3- X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES S ( ) STANDOFF AR�FESSIONP� LANDSCAPE 64" 24" STAGGERED i PORTRAIT 1 48" 17" J Scale: 11/2" = 1' RAFTER 2X10 @ 16"OC ROOF AZI 236 PITCH 39 STORIES: 2 ARRAY AZI 236 PITCH 39 Comp Shingle CONFIDENTIAL-THE INFORMATION HEREIN NOT BE USED FOR THE JOB NUMBQL JB-1 191347 QQ PREMISE OWNER: DESMPTION: DESIGN: CONTAINBENEFIT OF SHALL l 0 E EXCEPT SOLARCITY INC., MOUNTING SYSTEM 9 ��,la EUGENE ALTMAN Eugene Altman RESIDENCE 9 SolarCity. Chris Var as NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1800 ALDRICH LA 9.01 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES LAUREL NY 11948 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 aewAew Way THE SALE AND USE OF THE RESPECTIVE (34) TRINA SOLAR # TSM-265PDO5.18 SHEET: REV: DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT,WITHOUT THE WRITTEN INVERTER: PAGE NAME PV 3 8 2 ( ' 38 1028 489)500)638-1029com PERMISSION OF SOLARCITY INC. FRONIUS 2016 (808)-SOL-CITY Primo 7.6 STRUCTURAL VIEWS / / GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:LC304091100 Inv 1: DC Ungrounded INV 1-(1)FRONIUS # Primo 7.6 LABEL: A -(34)TRINA SOLAR ## TSM-265PDO5.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:93 007 143 Tie-In: Supply Side Connection AFCI Inverter; 760OW, 240V, 977% w/ Antenna PV Module; 255W, 243.2W PTC, 60-Cell, 40MM,Blk Frm, MC4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 38,3 Vpmax: 30.8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 125A MAIN SERVICE PANEL E) 10OA/2P MAIN CIRCUIT BREAKER SolarCity (E) WIRING BRYANT Inverter 1 IND 1 Dc+ 100A MAIN SAFETY SWITCH CUTLER-HAMMER 4 A DC- MP 4: 1x6 6 Load Center Disconnect 5 FRONIUS B Primo 7.6 DC- MP 1/3: 1x6 40A/2P ------------ -- --- -- - EGc-----------------� A C Ll z4e� ---------- �"- 2 B L2 DI DC+ N DG 1 3 C' ------------------------- - GEC ---� DC+ --- -----MP 3: 2x11 N DG 1 TO MSP q EGC___ GC I L� B 1 V(I)Conduit Kit; 3/4'EMT N I (E) 125A MSP I - Z i (E) LOADS 10DA/2P I I • TO 120/24OV I I SINGLE PHASE 1 I NEUi UTIUTY SERVICE I GEC I L------*---- I I I - I . 1 I 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. Voc* = MAX VOC AT MIN TEMP OTT (1)Gro%d Ro# BRYANT BR24L70RP Q (1)SolarCit 4 STRING JUNCTION BOX 5r8 x 8, C p� ��(11) Load Center, 70A 120/240V,NEMA 3R AC ^ 2x2 SGS,UNFUSED,GROUNDED DC 2)ILSCO/IPC 40-#6 ( )CUTLER-HAMM BR240 Insula ion Piercing Connector, Main 4/0-4, Tap 6-14 Breaker, 40A�2P, 2 Spaces S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE C (1)CUTLER-HAMMER #DG222URB AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R -(1)CGUrnaa�nd�NMtMr�1 It 60-100A, General Duty(OG) �� (I)AWG#6,THWN-2,Black � 1 AWG#8, THWN-2, Block 1 AWG#10, THWN-2,Black Voc* =475.23VDC Isc =18.2 ADC �(4)AWG#10, PV 1Yire 600V, Bladc Vac* =259.21 VDC Isc ©Icnl-(1)AWG#6, THWN-2, Red O Ise(1)AWG#8 THWN-2, Red O (1)AWG 110, 1HWN-2,Red - Vmp =338.8 VDC Imp=17.22 ADC O Icnl-(1)AWG#6, Solid Bare Copper EGC Vmp =184.8 VDC Imp=8.61 ADC I (1)AWG#6, THWN-2,White NEUTRAL Vmp =240 VAC Imp=31.7 AAC (1 AWG#10, THWN-2.White NEUTRAL Vmp =240 VAC Imp=31.7 AAC (1 AWG#10, THHN/THWN-2,Green EGC_ LLJJ -_(1)AWG 16, Solid Bare.Copper GEC _ -(1)Conduit Kit 3/4'EMT_. -.(I AWG#8, THWN-2,.Green . EGC/GEC-(1)Conduit Kit;.3/4"EMT _. ® (1)AWG X10, 1HWN-2,Black Voc* _259.21 VDC Isc=113.22 ADC O (4)AWG#10, PV Wiree800V, Black Voc* 475.23VDC Isc=9:11 ADC 1)AWG 10 THWN 2,Red Vmp 184.8 VDC Imp 17.2 ADC (1)AWG#6 Solid Bar Copper EGC Vmp 338.8 VDC Imp 8.61 ADC (1)AWG 110, THHN/THWN-2,_Green EGC. .. ,S CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-1191347 00 PREMISE OWNER DESCRIP110N: DESIGN: ■ CONTAINED SHALL NOT BE USED FOR THE EUGENE ALTMAN Eugene Altman RESIDENCE Chris Vargas �. , olarCity BENEFIT OF ANYONE EXCEPT SOLARCIY INC., MOUNTING SYSTEM: � � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 1800 ALDRICH LA 9.01 KW PV ARRAY PART TO OTHERS OUTSIDE THE REaPIENrS P ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: LAUREL, NY 11948 3055 aeorview Way THE SALE AND USE OF THE RESPECTIVE (34) TRINA SOLAR # TSM-265PD05.18 sH�r: may. DATE San Mateo,CA 94402 PAGE HOME: x.(650)638-1028 F:(650)638-1029 saLARaiY EQUIPMENT, WITHOUT THE WRITTEN INWERTm PV 4 8/2/2016 (888)-SOL-CITY(7s5-z4as)www.galar�Ity.�«n PERMISSION OF SOtARCITY INC. FRONIUS Primo 7.6 THREE LINE DIAGRAM WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: "• • ' •n: Label Location: ° ' WARNING '•_ WARNING Code: Per ••_ Per ELECTRIC SHOCK'HAZARD 'I' •• ELECTRIC SHOCK.HAZARD NEC NEC• " DO NOT TOUCH TERMINALS NEC • THE DC CONDUCTORS OF THIS 690.35(F)0.17.E •- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARETO BE ffHOTOVOLTAIC DC a'. LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANDINVERTERIS NNCode: IN THE OPEN;POSITION, MAY BE ENERGIZED DISCOECT •• �� _.-• - UNGROUNDED NEC .•0 Label Location: Label • • PHOTOVOLTAIC POINT OF '• INTERCONNECTION _ Code: MAXIMUM PONlER' _ACode: 1rVARNINGi ELECTRIC SHOCK POINT CURRENT(Imp) • . • ••_ HAZARD. DO NOT TOUCH ' � • 0 MAXIMUM POWEp)-V 690.53 BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc)_ POSITION. FOR SERVICE SHORT-CIRCUIT A DE-ENERGIZE BOTH SOURCE CURRENT(Isc)- AND MAIN BREAKER. PV POWER;SOURCE MAXIMUM AC A OPERATING CURRENT - MAXIMUM AC V .•-I Location: OPERATING VOLTAGE _ WARNING ' Per ..- ELECTRIC SHOCK..HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel L• • CONDUCTORS MAY BE CAUTIO N UNGROUNDED AND ENERGIZED •• DUAL POWER SOURCEPer Code: SECOND SOURCE IS 690.64.B.4 PHOTOVOLTAIC SYSTE<tA Label • • WARNING Per Code: _•_ ELECTRICAL SHOCK HAZARD • • DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION ' • TERMINALS ON BOTH LINE AND Per ••- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFEDNEC 690.64.13.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR N10DULES ARE EXPOSED TO SUNLIGHT Label • • WARNING '• Per Code:• _ INVERTER OUTPUT PHOTOVOLTAIC ACNEC 690.64.13.7 ' • . CONNECTION • (AC):A Disconnect DISCONNECTPer Code: THISODEVICERRENTConduit NEC 6.0 :• (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label AC A ' '•I) (LC): Load Center OPERATING CURRENTPer Code: - MAXINIUNI AC OPERATING VOLTAGE V 690.54 (P OP• • Interconnection :a r a s • • , I • I, I San Mateo,CA W02 '(650)638-1029 •K41 j wom N[$*oil 112 isfillU111 1. • w •• • • Label (888)-SOL-CrrY(765-2489)www solannty.corn SolarCity I ®pSolar Next-Level PV Mounting Technology 'aSolarCity ®pSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs r_ =Up=roof L<. -� . - - - Leveling Foot Ground Zep °* Interiock i�Y�sAastgwnf Part No.850-1172 — — �e'etO1�Fo09 ETL listed to UL 467 Zep Compatible M Ptodalc t4L Zep Groove Roof Attachment ms`s(` - �-^,"�" • ,-�'�r✓ ArraySklrt Comp Mount _Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 Description PV mounting solution for composition shingle roofs 0. Works with all Zep Compatible Modules eMPP 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" �L LISTED Specifications Ground Zep V2 DC Wire Clip Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed er u to 2 _ • 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 warranty 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 warnty 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,n 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 customers 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 cam responsible for verifying the suitability of ZepSolar's products for each use Specifications are subject to change without notice.Patents and Apps zspats com Document#800-1890-001 Rev Date last exported November 13,2015 2 23 PM Document#800-1890-001 Rev Date last exported* November 13,2015 2.23 PM t^ /Perfect Welding/Solar Energy/Perfect Charging TECHNICAL DATA FRONIUS PRIMO INPUT DATA PRIMO 3.8.1 ( PRIMO 5.0-1 PRIMO 6.0-1 PRIMO 7.6-1�i PRIMO 8.2-i SHIFTING THE LIMITS Recommended PV power(kWp) 30-60kW 40-78 kW 48-93 kW 61-117kW 66-127 kW FRONIUS PRIMO i8A,1s a tIIALIHA_=��:.�;?,$wP----- Total max.DC current 36 A At/Th ,I„_Mazarray shor-wt cvcu�S gent _ - _ 2x 22,5A- /The e future of residential solar is here-Introducing the new Fronius Primo. ;' ! Operating voltage image 80w-600v ! ? - Nominal input voltage 410 V 420 V 420 V 420 v 420V ' Admissable mnductoc sSze DC _ _ AW G 14_,AWG 6 MPP Voltage Ran a 200-480V 0.480V 240-480 V 250 V48U V 270-480V 1 i t� ncr.m t Ew Starting with social number 26170960,before serial number.150 V PC board - /sriiplNvener "`` /IM-R&I, /SuperFlex n /sman Gnd /ArcFauitiCvcwt y ieplacementprocess mounting system,^N4 interface ;t, ""Design "y'- n� Ready , ;tlntcrrupLonrt� ^N,;- z[.-. P...R.-I,-MO==f3'.8.,..1 3r......-,aP.8,,1.,M._0..�6„-.m0 t. P,RI,M:O 7„.,6,,...1 ,..„(E� P.-R-.I.M.,,O�..»8»..2..-.,1,r-»' ___ OUTPUT DATA PRIMO 5.6-1 } /With power categories ranging from 3.8 kW to 8.2 kW,the transformerless Fronius Primo is the ideal compact Max output power 2083800 W 5000 W 6000 W 7600 W 790U W 77 240 -_2800W 1 so0o w q, ,=6o0O W,� F: -_ 7 6 D W_�•�,. _ KZUU w single-phase inverter for residential applications.The sleek design is equipped with the SnapINverter hinge mounting - Max.continuous output current 20& 18 3 A t 24 0 A 28 8 A 36 5 A 38 U A system which allows for lightweight,secure and convenient installation and service. " " iaoisBA �_=a___ _ zs.oA 3 — 3ain" Recommended OCPD/AC breaker size 2081 25A 30A ter 40 A 50A 50 A 1 /The Fronius Primo has several integrated features that set it apart from competitors including dual powerpointasA trackers,high system voltage,a wide input voltage range and unrestricted use indoors and outdoors.Other standard Max Efficiency 1 967% 969% 969% 969% 970% i �..„.-, —, ---7-27467 .. .-- ae...-,_ -95 Yi,....�,-r 960% "6 __ 955 features include a Wi-Fi*and SunSpec Modbus interface for seamless monitoring and datalogging,Arc Fault Circuit )'FET Effinency =a4o� o%955%= i6'o o _ _ .Interruption (AFCI), and Fronius's superb online and mobile platform Fronius Solar.web. The Fronius Primo is namiasableeoMnductars�x:enc AWG la-AWG 6 r _ rte. (Gnd wnneclton _ 208%240 designed to adjust to future standards,offering a complete solution to code restrictions and technical innovations of Frequency 60 x: tomorrow.It also works seamlessly with the Fronius Rapid Shutdown Box for a reliable NEC 2014 solution. " 1 } ,Toialharmor�c'disigrtton ��5_�0%%` 08Slmd/cap TECHNICAL DATA FRONIUS PRIMO i GENERAL DATA STANDARD WITH ALL PRIMO MODELS l,a..N 5 Dimensions(width z height x depth) 1 16 9 x 24 7 x 8 1 m +mer.�,.-e..•.�..--.�®.�...-.-.... ..r......«....-. r_r—._..^'�.._ -47 291h Degree of protection NEMA 4X � �N gla tim000nsumEu;,/i 'i Inverter(topology Tramformerless fat- Installation Indoor and outdoor installation t at oye,Nrati�tiguemperafuxe r?rig ..,.. .. ._.,,.,.�1 ....,.. „_......�._s.....�,...._,..v.. ,0•.:i ('`tea' .:1$`'I »-,:,.v.,a:�.� .,..",...... .:<... .1 Permitted humidity , 0_10D%w ' AG+mad,DGsniteimmn lsf LTPPci..(sobd(sh,,,,-,aided/fina�strand;dfm,aluminurn(su-bd/stianded),;,,v„� 7 AC connection terminals screw terminals 12.6 AWG ........._.WI , v Coatihcmes p id canphnmce with`itmndards, UL 1741,2f(I0UL r 199s AFCI mid isolation monitoring),IEEE 1547-2UU3,IEEE 1547 t-2903,ANSI/lEE9,C62AI,FEC.- Pait l5A )}tNt 8(for.functionAr7acde 49U_622.2Ng1UTI-0](Sepjeember2W1'1,V�1694,b ls�sue 2�2U1 nC .TtL M-U 7,Issuc t$2U13.„�,�t yI. i {PROTECTIVEDEVICES „ $TANDAR0WITH'ALL PRINIOMODELS ' AFCI&2014 NEC Ready Yes i Ground Fail protecton with Isolation Momtor Yes � DC disconnect Yes ! /Perfect Welding/Solar Energy/Perfect Charging ; ure�vcrse QolarltY:Erotaec_t_ion_,m._._.,,.....,_.,_..wt'_.. .. —...._..._•-_-___...-.;_,.�.y..�A..,_..,.—.-�_.-..v.,Yei WE HAVE THREE DIVISIONS AND ONE PASSION:SHIFTING THE LIMITS OFOSSIBILITY. /Whet Whether welding technology,photovoltaics or battery ry charging technology—our goal is clearly defined tob te innovationleader With around INTERFACES 5 STANDARD WITH ALL PRIMO MODELS 1_ 1. 3,000 employees worldwide,we shift the limits of what's possible-our record of over 1,000 granted patents is testimony to this While others progress Wi-Fi'/Ethernet/se ial Wireless standard 802 11 b/g/n/Fromm;Solarweb,SunSpec Modbus TCP,ISON/SunSpec Modbus RTU step by step,we innovate in leaps and bounds lust as we've always done The responsible use of our resources forms the basis of our corporate policy .External reWy, ntr4�Is t 1 USB(A socket) f � Dataloggmg and/or updating via USB Further information about all Fronms products and our global sales partners and representatives can be found at www fromus coin -2x RS422(RJ45 socket) __ _ �t - - Fropty s 5a1ar Not,9gterfa�e proi j. _ - W .- A , Datalogger and Websemer _ Included - Fronius USA LLC 'The term Wo- ®Fiis a registered trademark of the Wi Fi Alliance. i 6797 Fronius Drive Portage,IN 46368 r USA Rev 5 20 15 USA pv-support-usa@fronms com www.fronius-usa.com CA Group V Gr up Certificate of Compliance Certificate: 2779302 Master Contract: 203213 Project: 70027816 Date Issued: April 16,2015 Certificate: 2779302 Master Contract: 203213 Project: 70027816 Date Issued: April 16,2015 3. The above models are permanently connected utility-interactive inverters intended for operation with Issued to: Fronius International GmbH Photovoltaic supplies only. Guenter Fronius Strasse 1 4. The above models are provided with integral PV DC ARC-Fault Circuit Protection for series arcing faults Wels-Thalheim,4600 (type 1). Austria APPLICABLE REQUIREMENTS The products listed below are eligible to bear the CSA CSA-C22.2 No.107.1-01 - General Use Power Supplies Mark shown with adjacent indicators 'C'and 'US'for *UL Std No. 1741-2nd Edition - Inverters,Converters,Controllers and Interconnection System Equipment Canada and US or with adjacent indicator 'US'for For Use With Distributed Energy Sources(Rev.January 7,2015) US only or without either indicator for Canada only. UL CRD - Non-Isolated EPS Interactive PV Inverters Rated Less Than 30kVA UL 1699B - Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection(Issue Number 2,January 14,2013) � a CSA TIL M-07 - Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection(Issue ® � Number 1,March 11,2013) Issued by: Rob Hempstock,AScT. *Note: Conformity to UL 1741-Second Edition(Rev.January 7,2015)includes compliance with applicable C Us' requirements of IEEE 1547 and IEEE 1547.1 PRODUCTS CLASS 531109 -POWER SUPPLIES-Distributed Generation Power Systems Equipment CLASS 531189 -POWER SUPPLIES-Distributed Generation-Power Systems Equipment -Certified to U.S.Standards Transformerless Utility Interactive Inverter,Models Fronius Primo 3.8-1208-240,Fronius Primo 5.0-1 208-240,Fronius Primo 6.0-1208-240,Fronius Primo 7.6-1208-240 and Fronius Primo 8.2-1208-240, permanently connected. For details related to ratings,etc.,reference should be made to the CSA Certification Record,Annex A,and/or the Descriptive Report. Notes. 1. All models meet the surge requirements of IEEE C62.41.2-2002,Location Category B(6kV).Tests were performed using ring wave and combination waveforms,both polarities,for common mode and differential mode coupling,20 pulses each test.After surge testing the units were operational with control functionally verified by frequency and voltage disconnect tests. 2. The above models are intended to be used in an ungrounded power system in conjunction with the requirements specified in the National Electrical Code,ANSI/NFPA 70,2014 Ed,section 690.35. DQD 507 Rev 2012-05-22 Page 2 DQD 507 Rev 2012-05-22 Page I THE TRkamount MODULE TSM®P®05.10/P®05.18 Mono Multi Solutions `DIMENSIONS OF PV MODULE ELECTRICAL DATA®STC unit-mm Peak Power Wafts-Psusx(Wp) 250 255 260 265 • - — 941 - - - - - - r Po,;verOutputTolerarice-Pm�x(N/) 0-+5 THE Trinamount o 305 == - Maximum Power Voltage-VmP(V) i 30 3 30 8 roxcrrox o y sox Maximum Power Current-ImPP(A) 8 27 8.50 8 61 NMIEPWTE us Open Circuit Voltage-Voc(V) 380 381 382 383 o _ � I= !Short Clrcult Current-Isc(A) 8 79 8 88 900 9.10, MODULE $ .Module nceEfficiency 000W.-(C 153 _. 15r _ _15.9 162 _ ' STC Irradiance 1000 W/m=,Cell Temperature 25°C,Ax Mass AMI 5 according to EN 60904-3 Typical efficiency reduction of 4 59 at 200 W/m=according to EN 60904-1 .r ! , ELECTRICAL DATA @ NOCT CELL' I ; Max mum Power-p—(Wp) 186 _189_ 193- 197 ,,�.0 , 4, - Maximum Powervoltage-VmP(V) 281 282 284 " 28,6 ,Maximum Power Current-Imn,(A) 663 6 71 681 - 689 I MULTICRYSTALLINE MODULE,. ,• I .�°3°w°uNoweHose - -- 1✓ A' A i Open Clrculf'Voliage(V)-Voc(V) 353 3513 354 355 I=-0xnw xosr WITH TRINAMOUNT FRAME ` - Short Circuit Current(A)-Isc(A) 710 717 727 735 NOCT Irradiance at 800 W/m=,Ambient Temperature 2D-C,Wind Speed I m/s 255,-2.65W PD05.10 PD0518 eackvlew 812 180 , k(t , MECHANICAL DATA , ,a, i Solar cells L Multicrysfalline 156 x 156 mm(6 inches),4BB POWER OUTPUT _ - ,, j - -•,,�. 11 _ Cell orientation 60 cells(6 x 10) v z F Fast and simple to Install through drop In mounting solution Module dimensions 1'650 x 992 x 40 mm(64 95 x 39 OSx 1 57 inches) - s " 3 f _ - �.Welgh} 196 kg(43 1216s) ., .,. .. . I Glass 3 2 mm(0 13 mches),Hlgh Transmission,AR Coated Tempered Glass : MAXIMUM EFFICIENCY (BackSneei `' white,-' „LL A-A' Frame ,Silver(PD05.10)_Black(PD05 18)Anodized Aluminium Alloy i Good aesthetics for residential applications J-Box IP,65 orlP 67 rated .; .1 SW14 I I .1. t I-V CURVES OF PV MODULE 1200mm(472mchesl Cables !Photovoltaic Technology cable 4 0 mm'(0 006 inches'), T' ''' POSITIVE.POWER TOLERANCE" °w I 260 * t sm i I'll 1wou,10 Fire--Typennector I UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control B00 • Over 30 in-house tests(UV,TC,HE and many more) As a leading global manufacturer t��t'2' • In-house testing goes well beyond certification requirements a 800 s m° TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic • PID resistant - 400 .Nominal Operating Cell i 44°C +2,C I ',Operational Temperature I-40-+85•C products,we believe close m Temperature(NOCT) ( ) re -^ g j cooperation with our partners soo - - • - - - -=- -- maximum System ,'1000V DC(lEC) o°w/m� Tem erature Coefficlent,of Pmex -0 41%/°,C f Volta a -I000V qC UL ,is critical to success. With local '00 ---------" ? _ : ry d, s 41 ( .>>. presence around the globe,Trina is t 00 _ Temperature Coefficient of Voc -0 32%/°C Max Series Fuse Rating 15A able to provide exceptional service a 00° 9 o m ' ro sa a° so Tem erature Coefficient of Isc '0.05%/°C to each customer In each market ° Certified to withstand challenging environmental? 4 and supplement our innovative, v.xse.m i � conditions reliable products with the backing , • 2400 Pa wend load of Trina as'a strong,bankable • WARRANTY 5400 Pa snow load partner. We are committed - 10 year Product Workmanship Warranty to building strategic,mutually CERTIFICATION , . -, - " 25 year Linear Power Warranty beneficial collaboration with 3 Installers,developers,distributors c@us ` Os s{t• I (Please refer to product warranty for details) and other partners as the r� backbone of our shared success In 1 driving Smart Energy Together .LINEAR PERFORMANCE WARRANTY FIL PACKAGING CONFIGURATION=J S N 10 Year Product Warranty•25 Year Linear Power Warranty C.-A. Modules per box 26 pieces z1 Trina Solar Limited - " " F ' www.tnnasolarcorti - i IModulesper4D'contamer:928pleces 9 .- `m1oo� ti m 90% a Addlflor,al vpfue horn Tggo So/ar's linear '_'_`` ,'- T't'OI/ggh' • CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT caMP4T�e '� _ - r o __ 020161rina Solar Limped All rights reserved Specifications Included In this datasheet are subject to N¢ (e O 80% - ��. ,, , change without notice ` Tr�nasolar :�u'� _ ����°�.�y, : � _ Trinasolar Smart Energy Together rears s,, a to 15 20 a 25 Smart Energy Together p°enrnte ` ®Trina standard '_s)ndustry sianoard