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�Q�gtlEP��,�co� Town of Southold 10/20/2017 0 P.O.Box 1179 o r 53095 Main Rd �10, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39302 Date: 10/20/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 620 (aka 213)Knapp Pl, Greenport SCTM#: 473889 Sec/Block/Lot: 34.-3-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/21/2017 pursuant to which Building Permit No. 41385 dated 2/24/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on existing one family dwelling as applied for. The certificate is issued to Muth, Steven&Solinger,Laura of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41385 6/6/2017 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD �a o BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • SOUTHOLD, NY �p1 � dao 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#: 41385 Date: 2/24/2017 Permission is hereby granted to: Muth, Steven & Solinger, Laura 13459 Oregon Rd Cutchogue, NY 11935 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 620 (aka 213) Knapp PI, Greenport SCTM # 473889 Sec/Block/Lot# 34.-3-10 Pursuant to application dated 2/21/2017 and approved by the Building Inspector. To expire on 8/26/2018. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 (hi Builth n ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 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: 1. 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 1%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 1. 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 $15.00 Date. New Construction: Old or Pre-existing Building: �p(check one) Location of Property: (0?,0 (Pr V_k '- 1-5)__ r-,i10.r yo 1-�• G►"�-�� House No. I r Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 2) Lot V Subdivision Filed Map. Lot: Permit No. 3 Ff 5 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ ` Ap i nature o��OF S®(/T�ol ti o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.richert( town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Muth Address: 620 Knapp Place(aka 213) City: Greenport St: New York Zip: 11944 Budding Permit#• 41385 Section: 34 Block: 3 Lot- 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 51331-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 9,6 KW Roof Mounted Photovoltaic System to Include; 32-30OW Panels, 1- 760OW Inverter. Notes: Inspector Signature: Date: June 6, 2017 0-Cert Electrical Compliance Form.xls Version#67.4 e4 ■ PIL �D4,SOlarClt . y Project/Job# 1191553 RE: Installation Approval Letter Project: Muth Residence 213 Knapp PI Greenport, NY 11944 Date of Review 6/9/2017 Permit# 41385 Date of Install 4/14/2017 AH] Southold Town SC Office Long Island To Whom It May Concern, On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to be in accordance with the requirements of the 2016 NYS Uniform Code including 2015 IBC/IRC/IEBC&2016 Uniform Code Supplement,ASCE 7-10,and 2012 NDS. I certify that the work has been completed in accordance of the provisions of the approved permits of the applicable code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me. Paul Zacher, P.E. Professional Engineer OF NEy� T: 916.961.3960 x101 Y email: paul@pzse.comCO K' ZAOy �� r � C) bl 31718 (� 91365' D AROFESSIONP D OCT 2 0 2017 BUILDING DEPT. TORN OF SOUTHOLD 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AL,65r7i aP b1-8037 A,KOC?43771rftOC 245460 CA C_.L8 SE8104 Cf.'EC1041 C7 HC Oe6277sai£LC 012.'•SOC D€20m20,Vlai T1-6t3_•Ft E;:!?,1Ga226 Hl N-247-0 r4 1�-M52 0.;A KC 16R:e72! EL-1136M,CID HIC 128"8l118C,,NG30001-LI NH(,347C/12523H NJN,rw,'C 4*VMC16OU)0134MDIM2700 Nta EC96-320500 II': Ott EL 12707 O.1,C913044d1Ct.,2 PAHIC'A077.3.3 FI ACDA'1sln-;383'4 rX TEG'_IVO.VT 672 050-5501 VA ELF•?705""Z278 VT ErA-Oa 20 VrA ZOLAa:L'91c O1lSCLAFC'0U5n7 AIM-c:,0 G.Own+'.-486 Ns,S_�'174U47;'1rpJ0.Plb.• PC6AJ41 Ro l.ld H-'ldh 1,10-01100$.ffnv 5^_057-11:'!<:+ctes'cr i•/C-2:.1k`:8-t11i N YC ll2LU N-DCA�CVTIC N M C 0--d 9. trlcran 4l?,10#004485 u5 Wt-,SC 6th Fl UnJt 3 :lV^_rii a20r096o 0Cd•sa ba-1 r— d,d t'S�1.'C.Fj Frnarxa G.mpsnv LLC � Cal Flnanw L•-nd•r:Llcer rs0 605419;Sal ArCdk Ftnencn GvinNar}LLC la hs,arcud=`f cnn D.laa,rrOSo-tDv.%! missroner a+0+v,,sa rn LtiJ4lnA rs 9riSarur..or+undc+liG•]n,n rnrmtxr pl9.:?2 MD G,norunmr Lu,n llccnsa?vat onA Ins lalmanl tears L•n.rlst lLty?23lkL17C1£4 P1 Llc•+n•sd Lender#201531fj3LL it P.Jatared[.rod.Lor a:UM50:a:-202'04 VT LanC r Lo;tnsv#h7L:A SOUT�olo Io��COUto,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: 9 DATE �° l� INSPECTOR �" FIELD WSPEMON 1�BP'Ot': ...AA= FOUNDAtlOiq(1ST) , FOUNDATxQN'(2Nl3) � CD ROUGH YR4I1VQ& PLUNMV G JI `. INSULATION,PEA N.Y. STATE ENERGY CORD 13 FINAL aiLec H .E. 1 a- a 04cho z J vl TOWN OF S010THOLD 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 Survey SoutholdTown.NorthForkxet PERMIT NO. ,S i Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20a Single&Separate Storm-Water Assessment Form �-�J Contact: Approved p ,20 6 / Mail to: SolarCity-Anais Fernandez Disapproved a/c �( 923C Motor Parkway Hauppauge,NY 11778 f n Phone: 631-355-5125 Exp' 0 0 C/ /"/1 , F E B 2 1 2017 pector_ BUILDING D . APPLICATION FOR BUILDING PERMIT TOWN OF SOUTHOLD Date , 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,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspection . (Si re of applicant or name,if a c oration) 923C otor P rkway 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 (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 License No. 51331-ME Other Trade's License No. `^��'l '�►�l (� 1. Location of land on hich propos work will be dr)�Irce_n e: 1S V1 CL ` I 'M House Number 9&et Hamlet County Tax Map No. 1000 Section Block , ' Lot`' f i Subdivision- Filed Map No. Lot ; 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 Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost—��� i a�� 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 ,d,*-+ s ;^Depth Height Number of Stories ` V, Dimensions of same structure with alterations or additions: Front Rear < ' Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear °bepth'r`' 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 ofdremises &Cc e Mu�O Address 0-1-S Khavo �'�ie� Phone No. Name of Architect FG,Jk V.--J-,�, eA— _Address hone No D az 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 * IF YES,PROVIDE A COPY. STATE OF NEW YORK) 1'S\S: COUNTY OF 6�,� ::&CM, S :MMAbeing 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 performed the said work and to make and file this application; that,all statements containedin 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 t day ofhlU 20 oA u` O , eW YORK Not P>� i No oIZU632g662 ign e of ppli cant �y` • Qualified in Suffolk August OS 2019 MV Commission Expires Aug Scott A. Russell ,��°SU '� ST01[b.MWA\TIE]k SUPERVISOR MAN AGIEMIEN Ir SOUTHOLD TOWN HALL-P.O.Bou 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES SIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) [1[9/A"' . Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Ef/B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑B'**'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. 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 wit►f your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Date- District N E. -a /f b Q-30-17 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY " '* Contact Information A � Reviewed By — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — — AISn Approved for processing Building Permit. S KhG n PL�^O(- — — Stormwater Management Control Plan Not Required. IrP eXl 17��� t 1'x-1`1 Stormwater Management Control Plan Is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 �o��o�sooryo{ 0 Town Hal)Annex J J�[ Telephone(631)765-1802 54375 Main Road p�aaxxg Id P.O.Box 1179 G Q rOtler.richerftf iOlNn-'s o .ny.us Southold,NY 11971-0959 BUH-DING DEPARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: el-i'e— C 4Date: Company Name: Name: K an c, License No.: 151331 — NE Address: G b4o r RA 0-'Y- 177 Phone No.: 5 51 JOBSITE INFORMATION: (*Indicates required information) *Name: s _ 0 *Address: h u *Cross Street: *Phone No.: oir+ 3143✓ 1:44 16 Permit No-: 'j(�5 Tax Map District: 1000 Section: Block: _ Lot: (, *BRIEF DESCRIPTION OF WORK(Please Print:Clearly) �6 dol o�x,cl (Please Circle All That Apply) *Is job ready for inspection: YEO/ N Rough in Fina! Vo-you need a Temp Certificate: NO Temp Information(If.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form a Version#67.4 I � ' PIL ad � �So a C t r6��, V y Project/Job# 1191434 RE: Installation Approval Letter Project: Pasca Residence 18900 Main Rd Mattituck, NY 11952 Date of Review 5/25/2017 Permit# 41248 Date of Install 3/15/2017 AHJ Southold Town SC Office Long Island To Whom It May Concern, On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to be in accordance with the requirements of the 2015 IBC/IRC per 2016 NYS Uniform Code,ASCE 7- 10,and 2012 NDS. I certify that the work has been completed in accordance of the provisions of the approved permits of the applicable code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me. Paul Zacher, P.E. Professional Engineer T: 916.961.3960 x101 pF NE(iyY email: paul@pzse.com K. Z4 0,p CO r � 17 )r W 'I LL 91365- 1�ty� AROFESS1oNP 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AL 0531'50 AR t>_&c3/A7.ROC 24;771,R0C 7454511 CA CBL°i8vlv?J CYD ECUQu1 CTHIC063_77R/ELCu/25305 DC 4117a14Crl><J1080/?-CC702'h5 Cf 2pn12t}:ErE.%11-6D32 REC136ita226 HI CT-2'x770 K C-OD52 MAt9C 168`572/ EI-1136%IR MD HIC 128948/1.305 t3C3 :-rl-V Cit p34IC+1'G23;1 N3>iJr9C#13VH Gs..:O/AO/34EEJ17327W NML`e96-3:75"0 H Nf_J11:351721C2-Ce1Ti448162-'7li liK off EL 477W OR CB'+1 9810552 Pn HICFA077343 51 ACW47,4/IYe3a8a:;TATCCL27Wa 8°8 72 69 50-850!VA ELE270r,IG327b V1 Etl-CrEH.9'WA WLAPC'9190VS0LlRC-1Cl`Pr-.Vis ,,46'oGre+r rw A-486 tlasxsu-424u9710l,%+Aitn—PC40AI P.-Hand H-11N6 -40-00-00 Suffolk 52057-14 Wacah--WC-26Ca9-H13 N Y C 0 20013 8 4-DCA SCEmc-N Y C Li—ad r-t'k ran.12610#004485 15,Na'YCC 6n F1 Ilurt 9J E.—i Ill,NY 70-01.20396-DCA ill bent Pro.^daC Fry ty hl.—Company-LLC CA Ft--.Lands•xLl:-1a 41 wS47o6 F,nd,—Camr=l+yUC.sr'r notl bV thu Dot-Cre,tot.3"'k In Oaloaarl u-ruor lf4rtru a ui-01'742$141)t,9;l:urn:r Loan Llc.-2241 IAI In:ta:rr.?nr Lccn L,--,-ILl-!I?3/IL11024 FJ Ll-.—d L-n-,-20LS31G3LL f/,11jpl^=rm(—d,w LGCC50ia3-202ICA VT—d-,x Lk-0676L �®��®F soveyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 olyC®Uo,� July 7, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City Anais Fernandez 923C Motor Parkway Hauppauge, NY 11778 Re: Muth, 620 Knapp PI, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Engineer's certification letter stating the panels were installed to the roof per NYS Building Code is required Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41385 —Solar Panels ®Da;SolarCity October 17, 2017 Town of Southold Building Dept. PO Box 1179 Southold NY 11791 Dear Inspector, I am submitting the post installation letter for: 213 Knapp PI, Greenport Permit #41385 18900 Main Rd, Mattituck Permit #41248 If there is anything else you may require of me, please do not hesitate to contact me at the phone number below or via email. Regards, V &in�€ G��ene D Gina Capone OCT 2 0 2017 631-835-7394 gcapone@solarcity.com BUILDING DEPT. TOWN OF SOUTHOLD 923 Motor Parkway,Ste C Hauppauge,NY 11788 T(631)625-9800 (888)SOL-CITY F(631)234-0146 solarclty.com AZ RCC 43-71IR01-24521;O/RCv2774-98 CA LICOSb8104 CO EC6041,CT hIIC 063277orLG Ot25305 DC a71101465'ECC902565 HI CT-297 a MA HIC 758572 PAD%I HIS,'25948, N.I NJNICtu^ iCa 16060D;34E3u1'327C,Oa CB180498,CiF?:PE7t0<^PAHICPA077+43 TXTECL27006%IIASOLAGC'91901r5CLARC'CISP':a 2013 Sola,City All 1 s-1. Ile I INEWK Workers' CERTIFICATE OF ATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured (650)963-5100 SolarCity Corporation 3055 Clearview Way 1c.NYS Unemployment Insurance Employer Registration Number of San Mateo,CA 94402 Insured 49-892777 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 02-0781046 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"1 a" 54375 Main Rd,PO BOX 1179 WC 0182014-01 Southold,NY 11971 3c.Policy effective period 09/01/2016 to 09/01/2017 3d.The Proprietor,Partners or Executive Officers are ® 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"1 a"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". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? ®YES [-]NO This certificate is issued as a matter of Information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon 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: Gail Sydow aS (Print name of authorized representative or licensed agent of insurance carrier) Approved by. V_ 09/01/2016 (Signature) J (Date) Title: Vice President 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. C-105.2(9-15) www.wcb.ny.gov ' ® DATE(MMIDD/YYYY) A►`)o CERTIFICATE OF LIABILITY INSURANCE 08/18/2016 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). CONTACT- PRODUCER NAME: MARSH RISK& INSURANCE SERVICES PHONE __FA AX 345 CALIFORNIA STREET,SUITE 1300 AIC No: CALIFORNIA LICENSE NO.0437153 &MAIL ADDRESS: SAN FRANCISCO,CA 94104 Attn•Shannon Scott 415-743-8334 INSURERS AFFORDING COVERAGE NAIC# 998301-STND-GAWE-16-17 INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B:N/A N/A SolarClty Corporation INSURER C:NIA N/A San Mateo, A Way Amerlcan,Zunch Insurance Company 40142 San Mateo,CA 94402 INSURER D: p y INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002681782-08 REVISION NUMBER:5 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/UD� MMIDDY EXP LIMITS LTRIKIRD MUM A X COMMERCIAL GENERAL LIABILITY GLO0182016-01 09/01/2016 09/01/2017 EACH OCCURRENCE $ 3,000,000 -DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ 3,000,000 X SIR:$250,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000 X POLICY PELT LOC PRODUCTS-COMP/OPAGG $ 6,000,000 OTHER' A AUTOMOBILE LIABILITY BAP0182017-01 09/01/2016 0910112017 COMBINED SINGLE LIMIT $ 5,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PPROaPERT DAMAGE $ HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ _ $ D WORKERS COMPENSATION WC0182014-01(AOS) 09/01/2016 09/01/2017 X STATUTE ERH AND EMPLOYERS'LIABILITY 1,000,000 D ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N WC0182015-01(MA) 09/01/2016 09/01/2017 E L EACH ACCIDENT $ A OFFICER/MEMBER EXCLUDED? E N/A EWS 0182018-01 CA 09/01/2016 09/01/2017 1,000,000 (Mandatory in NH) ( ) Fr; DISEASE-EA EMPLOYE $ If yes,descnbe under Limits apply excess of$500K SIR-CA DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be 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 Stephanie Gualumi ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD F 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 la.Legal Name and Address of Insured(Use street address Ib.Business Telephone Number of Insured only) 650-963-5100 1 c.NYS Unemployment Insurance Employer Registration SolarCity Corporation Number of Insured 3055 Clearview Way San Mateo,California 94402 1 d.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"I a": 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 lam 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 carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) 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.Mail 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"41b"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) N kOPPIRTY TOWN OF SOUTHOLD RECORD - CARD m ' f STREET' - -� VILLAGE LLAGE � F, . DISTRICT SUB. LOT a0,k_a,�6_ �4- t 0(0 FORMER OWNER G,�� .II E '� _ ACRE/SAGE .. '[ i of y� T • ! � �� l � J - M7$"�•;� :Y,v`� '—T' KS �. TYPE OF BUILDING RES. cpf6 SEAS. VL, FARM comm. I IND. I CB. � mrsc. �� �'"' &''"W pu o LAND IMP. TOTAL DATE REMARKS co _ s cn Uj S-D D y c) !/ `� y3 0 0 f S a lClr� /Y 6LI f ark if iqn%T-eAq:Kans .0,6GE r� su L TNG CNDI�Tt 1 l� i L IZ3�3 � �r�?l1h P �P �l*721.5,=- EW RMAL t�BE W IL Z AB VE ' S ' d Farm cre _ 'er cre Value 2 _ r2�v� ,� �!. Gtl - t/ LoTillable I Ln Tiflabfe 2 qLD Till 3_ — / 411$)L C 2J pi arch 'r t�•,r.�c�se l Woodland p Z3 - r~ -• Swampland ry s� f� 7_� }� 1 f J t0c�� � f.� !r Ln m f3rushfoad 0 � - - - -- -- C'4 House Plot - N CD - - - - --- -- - m Tatgf ■ � a c-' h -. - - , .-y = h ■■■■■■�E�flll[1!i■■■i■■ice ■■■■li�if� ! ■■■i■i■■■ _I _ '_ 4 � �iiiili■!i3�■ii■■i■■■ ■■■ USSUS ■■ iiili�r� i■■iiia MIMMFJ2 UERMtai, ::lily■■ !i■■■■■i■1 11E!■i■■■fes i■■■■' ■ ' 4f■ ■[N■,i■■■■t■i ■■■■■ JrWiEli■■■■■■■■■■ M■■■ia.' �■■■■■■■■ii■ ._� Vii■■■!■■■>■ s ■ T • '• a Rooms 2nd Floorr s ■ 0L APPR4V D AS NOTED � RETAIN STORM WATER RUNOFF DATE: B.R.# PURSUANT TO CHAPTER 236 R OF THE TOWN CODE. FEE: �V BY: NOTIFY BUILDING DEPARTME T 765-1802 8 AM TO 4 PM FOR THE FOLL6wING INSPECTIONS: ELECTRICAL1.. FOUNDATION - -;`{"!C) REQUIRED FOR POURED INSPECTIONREQUIRED C��NC': ETC: 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Sl�TON 20A OCCUPANCY OR U�EIS UN�.AWFU� WITHOUT CERTIF'rC,�ll� OF OCCUPANCY ` s 1 Version#65.3-TBD �O'���'� PIL �� .. y R �' February 15,2017 RE: CERTIFICATION LETTER Project/Job# 1191553 Project Address: Muth Residence 213 Knapp PI Greenport, NY 11944 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 - MP1: 2x8 @ 16"OC, Roof DL= 8 psf, Roof LL/SL= 19.5 psf(Non-PV), Roof LL/SL= 14 psf(PV) - MP2: 2x8 @ 16"OC, Roof DL=8 psf, Roof LL/SL= 19.5 psf(Non-PV), Roof LL/SL= 14 psf(PV) - MP3: 2x6 @ 16"OC, Roof DL= 10.5 psf, Roof LL/SL= 18 psf(Non-PV), Roof LL/SL= 14 psf(PV) -MP4: 2x6 @ 16"OC, Roof DL= 10.5 psf,Roof LL/SL= 18 psf(Non-PV), Roof LL/SL= 14 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.19946 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, Alobsite 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. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. OF NEIN K. Zq C/y�0 C0 Paul Zacher, P.E. Professional Engineer cw T: 916.961.3960 x101 email: paul@pzse.com O 91365- A��FESSIONP 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AL O55UJ A M-V7 AZ ROC 241771,ROG 245.50 CA CSL5 888104 CO EM41 CT hFZ 06 i2778rLC OIZ530:.OC 410514000OSOIECC^0?585 OE 207"20;,8)T1-6032 F1 ECIZ,,06226 HI CT-2WO IL 15-7052 ttA HIC 108572/ EL-1136tlP-MDHICI-""48/11301%NC3r801-U N•H 03a7C/7?513M NSI N,IhICNtSVHi��taCW/34E8O1T271i01J1•t EECB-37:520 NV MJ20127135172%w-C•J78d481u2-rr�797Y.O+i EL 475'0.0R�Rs'119fifC532.P„WCF4O77343 RI ACM4711/Reg38373 TATECL27006 VT87209 0-5_01 VAELE27051:327b.VtEM-<•58?"-WASCLAPC'It OI/SOLARC"rCP7 A1ron•439('u.--vnE A-4Cb.uasi6u rt.'CO971GW0 F+fr; n7C6O11 Rq&la dN-11864:0-00-00 Sut'c,% 52057-H n fCa20O1584-OCASCENYO t1YC Licenced F1=trc ,#72610 0004485 155 Wsty Sl,nth Fi U,RIO 5r klyn LLC FF11eneaLendasL1e a6n547765*t*,C4yF,nsncsCom� )ItCishcen:sd Lc tw-Owaasro3tsi•e9anF Ge...... was t6a,+pp8air.tu�rsssinDrtausr..mJxIl.em•numMr01%4?1.MD Cnne•.,r•I�-Lusn Ueens•a?:.411JV 4ts talnunf t osn L icen.n IL11023;Ii110'4-fit L:_ansad L a.dK PM v3103LL iA P,q?slar ed Cr.rdlK r 1:OirS N63-??2:04,�L••nd�L.c rs o#6706 L l ) I t ) Version#65.3-TBI) *O SolarCItV PIL 's3v ,AA RDlNA'RE:'DESIGN'AND STRUCTURAL ANALYSIS'RESULTS SUMMA RY.TABLES.- Landscape, Hardware-Landscape Modules;.Standoff,Specifications.,y- -• ,r Hardware X-X Spacing .. X-X Cantilever Y-Y Spacing Trcantilever Configuration, Uplift•DCR MP1 64" 24" 39" NA Staggered 56.9% MP2 64" 24" 39" NA Staggered 56.9% MP3 64" 24" 39" NA Staggered 50.9% MP4 64" 24" 39" NA Staggered 50.9% Portrait - Hardware- PortraitNodules',Standoff Specifications, ""Hardware:'`, . X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 48" 20" 65" NA Staggered 71.2% MP2 48" 20" 65" NA Staggered 71.2% MP3 64" 20" 65" NA Staggered 84.8% MP4 64" 20" 65" NA Staggered 84.8% Structure'" Mounting Plane_Framing, .a:°, " Qualification Results. ;e•t, 'Type- Spacing Pitch Member Evaluation Results, MP1 Stick Frame 16"O.C. 200 Member Impact Check OK MP2 Stick Frame 16"O.C. 200 Member Impact Check OK MP3 Vaulted Ceiling 16"O.C. 270 Member Impact Check OK MP4 Vaulted Ceiling 16"O.C. 270 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)638-102 8 (888)SOL-CITY r(650)638-1029 solarcity.com AL 055W,A'd k1-U937 AZ r^.US:2437IZ/RCr':Y15450.CA s'SL3 Bi19t01 C O EC8C41 Cr H1C GS3277W ELS OM305 CG t ivCT;.zO@T3S>71ECCt•G2E55.Cc Ys�;1120:c tJ 71-E;S'i2,ft ECt?Otgb22b E+i C7 v?T I3,SL t;,iA;•52 P•�H!{'16$532/ a-511"Wo i.+O htC t'Z.nFaBfiwCS,r NG ARtOtaJ Alf rJ3•tIC/t_r5"3M,AtJ A1JftCa113s+tHrM1dG54p,34;.EN)77S27CA.Ne,Er48•S745CR Av1 nrd2ui2n3&172JC.7-r e�788:31n?-W7t7?D.Dti El n770/C'n CY317tk7S8/L'GbL P1r4C?+w`177Sag rvl .c�•1)irL9ll;cg?&3'L3.TX'i'ECta7t�+J4,UT3:26C?,p-°astri VA£LE2TCnf6i:J0,V:EN-0Gg2'7,�N'AS{r;PdC'?14;i7lSOLARC"^D::`1.dfi;amrd-a9.^t+rr'r«:rA•d65.;isssauN2d{p7TNJisgn R,tnyr,g�Scj47 Fstt^tur.JN-7'L'on-dr7-0G-60Suf'n"r STU57-ia;t.:,idzas}.mV7C-2eCOS-Hi3'.yC#2GOt38a-0GA St:EtaYC:tJYC ticnnxl6u.L v.ran#12650.0044II31u5 Wr.tor:t.d;hFl Un+t4J r—o Ilyn rVU201o:p73S6b-4Ck?al!oer.:�raa.'.l bv5ortrCrry rrnar+t?Gsm;.�nq llf. Cas F+n„n,;n i ertd�ra tlecrz•A 6if 4745;orxrCity Fra�unte Ca:n7.;rty,LlC t.Ir7tnxL`«ty trro D o"�rrsre S tale$snf Camm�smanar to ewC a�n hu-tn•::s r.Ovranzr_=u:s3�r!'u�r•re ru:mla�•6i:a2$AAO Canaum?r lawn Ltc.-rrer 22L5,}S! fn;tanmsht Lean Lfca•+se it5s?23J1177326,P3 licensed L+:,drr aPG�:3t03tt.TAR<,r<t•3r�d Crew bx tAOix-LL'�d3-2s;'tPa V7l•r�.v Lkrttr•.r 6;fJs ;,STRUCTURE�ANALYSIS�- LOADING.'.SUMMARYRND NfEMBERCWECK°=':,MP1�v,q%R ,� .��_�,- ,_, „ �`q6Y-_ n Memb'er,Properties,Summaiy, - " „ Pf`" Horiiontal Member.S ans .w Rafter'Pro eines Overhang 1.16 ft Actual W 1.50" ' ,Roof. ystem.Pro ernes 5 an i 10.93 ft_. Actual'D, 7.'25 Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin' 'Material'. Com',rRod,, ' 'S an 3 Re-Roof No Span 4 Sx On.-3)e 13.14 PI ood'Sheathin Yeses Spin 5 41x. irfA 47:63 Board Sheathing None Total Rake Span 12.87 ft TL Defl'n Limit 120 Vaulted Ceilin No PV 1 Starty '1.25 ft Woods ecies:,w ' SPF,' Ceiling Finish 1/2"Gypsum Board PV 1 End 10.67 ft Wood Grade #2 Rafter;,Slo e,„ 209 4�P.V 2'Staifi , `Fb,f psi• 875, Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat�Brg&ig„ Fulh PV3 Start E(psi 1;400;000. " Bot Lat BracingAt Supports PV 3 End E-min si 510,000 Member Loading Summary " Roof Pitch., °`5':12 Initial; i,Pitch;Ad'ust; .Non=P,V,Areas,,_ PV°Areas,' Roof Dead Load DL 8.0 psf x 1.06 8.5 psf 8.5 psf PV-DL' _`3.0 sf°',z x?1.06, W. DeadLoad p Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load-'; LL'.SL1�2, .20:O,psf •, x,0.7` �'z 0.T`.' 14.0 psfi'„' TotaLLoad Governin .LC TL I 22.5,psf 1, 25:7 PSf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)py; Ce=0.9,Ct=1.1,I5=1.0 Member DeSIO n°Summary.'' peg"NDS)°, f Governing,Load`Comb1 CD`, ° 'CL + CL; CF D+.S 1 1.00 0.52 , 1.2 , ' 1.15 ;Member'Analysis Results•Sumriiary ;L Governin Analysis P_re-PV:Moment Ib-in PostImo 77 act.Net Im act.,,,: Result Gravity Loading Check 1 505 1 457 1 0.90 Pass FZEP HARDWAREDESIGN Mounting Platielfiformation. w } Roofin'Material. < ` C6rhp,Roof- Roof Slope 200 ; Rafter's acro`, t,.. O , rr r '16"R .C.' Framing Type/Direction _ Y-Y Rafters -S (i Zep System Type,-,,- '01 ypeenComo4Nfount SRV SpanningVents _. No .`ff",^t. , , •`. _ v r «.a.,r s.fi xyr,. v "w _a—. - _ ,.—,.. a z.. Wind,Desi n Criteria _, h Wind Design Code IBC 2015 ASCE 7-10 1Nind Design Method „,,.' ,",-0 �_,e„ _ - - _ PartiallF FiiII EnclosedyMethoda v.w„.` ^" Ultimate Wind Speed V-Ult 135 mph Fig. 1609A g ...�„ s Section°26 7 Roof Style Gable Roof Pig.30.4-2A/B/C-5A/B Mean Roof'Height' '25 ff Section 26:2 Wind'Pressure Calculation;Coefficients Wind Pressure Exposure KZ_ 0.95 Table 30.3-1 To o ra hic Factory ` ` 1.00 r Section 26.8 "P. gip ,.zc.rwn _ _ . . ...... ._. ,w,a. _..... w. .. _ ., .. Wind Directionality Factor Kd X0.85 Section 26.6-1 ., _ �ro .,a=. Im.rtance Factor` NA Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 37.5 psf Wind°Pressure Ext. Pressure Coefficient U GC (Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext: Pressure Coefficient Down _ GC Down): 0.45 F19._30:4-2A/B%C-'5A/B Design Wind Pressure P p= qh(GCp) Equation 30.4-1 Wind Pressure Up P(ub) -32.8 psf Wind Pressure Down 16.9.psf 'ALLOWABLE STANDOFF`SPACINGS` X-Direction: Y,'Direction Max Allowable Standoff Spacing Landscape 64" 39" La Max spa X24_Pe::�' ..� �,....�..,._Ly_�,.. ,w�_ Standoff Configuration Landscape Staggered Max Standoff Tribut6ijy Area.,_., _- u _ PV Assembly Dead Load W-PV _ 3.0 psf f' 'Tactual .- 312°Ibs,. IVeYtV Ind.Uplift at Staridpf ._.._.._ —_ . ..._ _ u 0_...4 ...., : .,. - Uplift Capacity of Standoff T-allow 548 lbs -. :• _ ., 56.9%€M 4, Standoff Demand Ca aci -DCl2" X=Direction Y-Direction. Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Gantileverw , L Portrait- w - 20'"' -_. _ _� ns_ Standoff Configuration Portrait Staggered Wxi ,, tandoff Tributary``Area _u ., Trib PV Assembly Dead Load W-PVu 3.0 psf rYT'.actual =39U:fbs. Net`Wind„Uplift a Uplift CapacitytwStaridoff” µ... . .a_. . of Standoff T-allow 548 lbs Standoff'DemandmCa`acii DCR= .r ` ` 17 �STRUCTURE�i4NALYSISy-�LOADING�SUMMARIE ANDy,INEMBER CIiECKT�MP2',�'ryf'r'-µ°�w.'��- _�'_ w _� =Member_ RoperEies'Summary M°P2t x Horizontal Member S pans` Rafter Pro ernes:.,t Overhang 1.16 ft Actual W 1.50" :Roof stem•Pro 'ernes S an i' 10:93`ft- °` Actual'D 7:25""' Number of Spans(w/o Overhang) 1 San 2 Nominal Yes ' 88Roofin 'Material: 'Comp n " , Re-Roof No Span 4 Sx(in A3) 13.14 P ood Sheathin Yes San 5 Ix in^4 47:63; Board Sheathing None Total Rake Span 12.87 ft TL Defl'n Limit 120 Vaulted Ceilin No 'PV1 1 Start, 1:25.ft fAWob&SOeciesj Ceiling Finish 1/2"Gypsum Board PV 1 End 10.67 ft Wood Grade #2 Raftec;Slope: 200' PV 2 Starter°, Fb` psi 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracin° m Full 'PV°:3 Start~ E psi) 'r' 1,400;000:" Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 : . Member Loading_SumMary -r ;Roof Pitch 5 12 Initial. Pitch Adjust, Non=PV"Are'as:'. ; PVrAreas-' Roof Dead Load DL 8.0 psf x 1.06 8.5 psf 8.5 psf PV Dead'Load" PV'DL' 3.0 psf.x= x 1.06 3.2,psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live%Snow'Load: " LL SL''2 20.0 psf x,OJ '1 x 0.7 14:0 psf. 19.0 psf Total Load(Governing LC TL 22.5.Osf 25.7psf Notes: 1, ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(Ce)(Ct)(Is)pg; Ce=0.91 Ct=1.1,I5=1.0 _ Member.Design,Summary(Per NDS):., Governin" Load Comb' ' CD _ CL, +, ;CL ',CF.. Cr D+-S. =1.15 1:00 0:52 . 1.2 1.15 t; Member Anaiysis'Results,,,Summary-„h T' Governin An'a' ly's'is' Pre-PV.Moment Ib=in Post=PV Moment k'Net Im act�,,'[k` 'Result;" Gravity Loading Check 505 457 0.90 Pass ?ZEP rHi4RDWARE QESIG,IV+;CALCUrATIONS 'SMP2" _ u. ` Mountin ,Plane."Information Roofing Material Comp`Rodf.Y rt Roof Slope 200 Rafters acin 16 O.C.` m a Framing Type/Direction _ Y-Y Rafters �TMM pV TY. a°` SolarCity S1eekMourtt,Sy em Zep System Type ZS Comp StandoffrvAttachment.Hardware .Com�:Mounf Spanning Vents No Wind.Desi"n Criteria Wind Design Code _ IBC 2015ASCE 7-10 WridwQesign Method -1-11 y,, „ .,w_ Partially/Fully Enclosed Ultimate Wind Speed V Ult 135 mph Fig. 1609A Roof Style Gable Roof Fig 30.4-2A/B/C-5A/B Mean Roof;Hei hG h 25 ftM '`' Section,26.2 Wind Pressure;°Calculation ,Coefficients_ Wind Pressure Exposure KZ 0.95 Table 30.3-1 71:00� Wind Directionality Factor Kd 0.85 Section 26.6-1 r . . ,.".r ,. Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 37.5 psf Wlrid.PressUre Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Exf:.PreSsure.Coefficient,Down _ ` GG (Down) 0:45 Fig:30.4-2A/B%65A/B Design Wind Pressure p p=qh(GCp)} Equation 30.4-1 Wind Pressure U` P(UP) -32.8 psf A Wind Pressure Down 16:9 psf X-Direction {Y-Direction° Max Allowable Standoff Spacing Landscape 64" 39" m,,;a .:Landsca e 24, z m TINA; Maio Qllowable;Ca_�tilever .w. „ll . yr _ __P_.vm, _,_ Standoff Configuration Landscape Staggered Max Standoff Tributary Area` PV Assembly Dead Load W-PV µ3.0 psf _ Net WVVind.U lift at Staridoff, ,f-actual Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand Ca°aci 56:9%,' X=Direction; y,,Y=Direction Max Allowable Standoff Spacing p Portrait 48" _ 65" M l owabl ntilever`' Portrait' _ 40" s4, Standoff Configuration Portrait Staggered Max.Staridoff;Tri6uta Area . yTr`ib PV Assembly Dead Load W-PV$ _ 3.0 psf Net'VU,indNUpllft at Standoff _._ . ..._ .T- 39U Ikisµ Uplift CapacityofStandoff T-allow 548 lbs Standoff Demand Ca' aci ,DCII R. `� ,. ✓.°°f '71.2°Jo, STRUCTURE°'AIV'ALl(SIS LOADING.,SUMMARTAND MEMBEWCHECK-y'MI.3' 'M_emb&'Propertie9,Summ6ry lioriio'ntal Member,S ans' %,," Rafter•Pro`erties, Overhang 1.16 ft Actual W 1.501,' Roof stem Pio erties' Span,an,1, 5,88.ft`.''=.„” °Actual.D. 5:50" Number of Spans(w/o Overhang) 1 S an 2 Nominal Yes Roofing,Material Corn" Roof. S' an.3`° A`v•in^'2 8E25: Re-Roof No Span 4 Sx(in A3) 7.56 Pf ood'Sheatfiin` ..{ 'y San 20.80' Board Sheathing None Total Rake Span 7.90 ft TL Defl'n Limit 180 Vaulted°,Ceilin h,:Yes' PV`I:Start` --0:75.ft Wood$ ecies°A SFF Ceiling Finish 1/2"Gypsum Board PV 1 End 5.75 ft Wood Grade #2 Rafter`Slo a 270PVry2.Start.. Fb si 875; Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Start' E si 1400 000, . To Lat Bracing'',.,w }- ,;F,ull, PV 3` p , Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member' Loading mSumma'ry'. "Roof'Pitcti 6 1'2. . Initial";; Pitch�Ad'ust'�;s Non-PV Areas,. ;;PV'Area's Roof Dead Load DL 10.5 psf x 1.12 11.8 psf 11.8 psf PV Dead,Load PV-DC 3.0 psf, z,1.12'.` Roof Live Load RLL 20.0 psf x 0.90 18.0 Psf Live%Snowi,Load' LL SLl�Z'" `260 psf x-_0.7,.'`�'x 0:7 .14.0 psf',' 14:0 psf Total LoadL(Governing LC , TL t 25:8 Psf 29.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 Membeir Design'Surtimary(per,NDS), Governifi Load Comb CD CL + _ CL - CF'= " CrA D+S 1.15 1.00 1:00 1.3 1.15 >`Member Analysis Results Sumretiary -' 'Goir&nifig Analysis " Pre-PV•Moment,j IbAn Post=PV.Moment- ' Net Im a&-r 'Result Gravity Loading Check 262 245 0.93 Pass �ZEPeHARDV1lARE�,DESIGfV�CALCU_LATIONS=MP3 �__.,._;_._..w_w „ .�_..�,�..._.�.�.�.t�� �.._. -,. .` �.�., ,.T�,k•-y Mountin m ,Plane Information; =z Ro°'ofin Material` Comp Roof',. Roof Sloe27° _ rz 7- , .,�.,. _ rt, _ Rafter�S acini Framing Type/Direction _ Y-Y Rafters ;SolarCity 5leekMount Ze tandoffp System Type ZS Comp SAttachmentfHardware w Th" sComn Mourit SRV Spanning Vents _ No Wind'Desi n,Criteria' S, � _ y° ' Wind Design Code _ IBC 2015 ASCE 7-10 - „ .Paitial ed Full`:Ericlos ;-Method . .. „.w<._.... Ultimate Wind Speed V-Ult 135 mph Fig. 1609A _ ''C° Section 2_6`J Roof StyleGable Roof Fig.30.4-2A/B/C-5A/B MeanyRoof Fie'i..ht, H, 4Y..,,. .1v 15'ft-' mm Section�2m6:2a" Wind Pressureteddilation Coefficients'f Wind Pressure Exposure KZ 0.85Table 30.3-1 To"o ray hie'Factor Wind Directionality Factor Im mance F,ac ` NKd` a.. 0.8577 Section 26.6-1 fm tor NKII Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 33.7 psf Wind Pressure, z Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext:'P,ressure''COefficienfi Down GC' Down) 0:45 Fig."30.4;,2A/B/,CSA/B Design Wind Pressure p p= qh(GCp) Equation 30.4-1 Wind Pressure.0 p`u29.5 psf Wind-Pressure Down Pfdovml F, 16.0,psf rIrgACI._OWABLE'STANDOFF'SPACIIVGS L_ .� «>.n _..__ _ ...... .._.._-..___..._...._..�.. ...._...._ _..._<_ __._..,......r.._,.Y...,,....�.-,_,_.....,..,,...._e 4.................._..,.,...a., .. �': ,.,R.1�s,.+.._.:�,.a.�: ,:S:n .fig X=Direction% Y-Direction;; Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Centilaver _ . ... Landscape Standoff Configuration Landscape Staggered Max StandofTributary Area w. ar _ 'Trib 17 sf, PV Assembly Dead Load W PV _ 3.0 psf Net Wmd Uplift at Standoff :.. , a . .� T actaal,: . _. r . . ..' ,=279 lbs v,6,_._.,. ' :.... y ..,.0 L`7 Uplift Capacity of Standoff T-allow 548 lbs Staniioff'Demarid Ca"ac DCR"., .. .Pa t x S0 We X=Direction.` Y=Directlon Max Allowable Standoff Spacing _ Portrait 64" 65" N�';;r MaxewAllowable fCantileveru �. . . ' w .W. .< Portrait Standoff Configuration Portrait Staggered Max Standoff Tributary;4rea_a„ ._..r y Trib _°<a... _ w . °29 sf PV Assembly Dead Load W-PV 3.0 psfrt Uplift Capacity of Standoff T-allow 548 lbs Standoff Ca Demand ci DCR'm' , w.` '3_ 1STRUCTURE ANALYSI!"10ADINGSUMMARY AND 3MwEMBER;CHECK,-wMP4- r Member`Properties Summary, Hoirizontal'MemberS ans'- Rafter`Pro erties ' Overhang 1.16 ft Actual W Roof. stem'"Pro ernes` r Span i 5.88 ft' Actual°D Number of Spans(w/o Overhan 1 San 2 Nominal Yes R66fing,mateelif Com Roof S"pan 3` Re-Roof No Span 4 Sx(in.^3) 7.56 PI ood Sheathin =:Yes S any. Iz in"4 20;80,' Board Sheathing None Total Rake Span 7.90 ft TL DOM Limit 180 Vaulted Ceilin` Yes.a` rPV'15Start'': OJS,ft Wood Species. -SPF," Ceiling Finish 1/2"Gypsum Board PV 1 End 5.75 ft Wood Grade #2 Rafter°Slope ^ 27°' PV 2 Stmt k Fb° Sl) 875, Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat B,raciifg `Fully= - PV'3 Start= ,1';400,000; a,W Bot Lat Bracing Full PV 3 End E-min(psi) 510 000 Member;Lo6dinig$ummary, ;qRoof.Pitch" ' _ `6`12 "Initial: °Pitch Ad'ust ,Non-PV"Areas" P,V Areas Roof Dead Load DL 10.5 psf x 1.12 11.8 psf 11.8 psf W,Dead Load. ; .PV=DL, 3:0 sf° x ,1:12 3:4',.psf ,,. Roof Live Load RLL 20.0 psf .. x 0.90 18.0 psf Live/Snow,Load` ,ALL SW& ;20.0 psf, z 0:7-.: _x'0:7.` 14:O.gsf` 14:0-'p'sf Total Load(Governing LQ TL, _25.3 psf 29.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)p9; Ce=0.9,Ct=1.1,I5=1.0 " Member_`-Design Summary(per NDS): Go`vernlnP Load�Comb' _ CD CL` + CL CF„ Cr,. D'+S: 1:15. 1'.00 f'00- 1.3. 1.15 , k ,Me'mberAnal"sis'Res d&rSummary " r 'Governin Anal°sis,�- " .Pre-PV,`Moment, ° Ib=in PostrRvMoment Net Im` acts' w 06sult y Gravity Loading Check 1 262 1 1 245 1 0.93 Pass ZEP HARDWARE Mountin >Plane:'Information. " ri` ;Material.' •Comp'Roof Roofiy Roof Slope 270 To Framing Type/Direction Y-Y Rafters "fiSolarCitY'SleekMountr'"f „ _... Zep System Type��.�_�,-_�<� ZS Comp Standoff Attachment:Hardwarek Coinn'Mount SRV Spanning Vents No usu dW..?'�;7•%L:+a.-.u. .pr..y.aw.._ .a„�.a..,,..w., ...,.»,,. -..-<,„.w.,,...,.w..e.k,.,.,”. Wirid Desi n Criteria, ,. Wind Design Code IBC 2015 ASCE 7-10 _ rPartially%Fully'Ericlosed'Met_ldd v , , y Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure CategoD! Roof Style Gable Roof Fig 30.4-2A/B/C 5A/B Mean koW, ei" h ,15°ft- Section 26.2., Wind',Pressure Calculation Coefficients Wind Pressure Exposure _ KZ 0.85 Table 30.3-1 w. ,. ;.IOU' tl Section.26:8 70 o raphic Factiir Wind Directionality Factor Kd0.85 Section 26.6-1 Im ortance Factor" VI. ._ ;3NA Velocity Pressure qh qh 0.00256(Kz)(Kat)(Kd)(V^2) Equation 30.3-1 33.7 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext:,Pressure",Coefficient ,Down" GC Down)` "' 0:45, ;,:` 'F�y:3o.4-2n/a%e 5N6 Design Wind Pressure p= qh(GCp)* Equation 30.4-1 Wind Pressure Up, P(6) 729.5 psf Wind Pressure Down ' 16.0:psf_ D F= P/�CINGS'' ,7 .7-.<7,�, T� m _ - � ,3 :.kc4, X=Direction' "' v' Y=Direction'.; Max Allowable Standoff Spacing Landscape _ 64" 39" Maz'Allo`wable"Cantlever;,.,._u; n landscape Standoff Configuration Landscape Staggered LL e Trib- Maic 5t .ndoff;Tnbutary�Areaw a. PV Assembly Dead Load W-PV 3.0 psf Net,Wind lJpIiftiat Standoffxf-actuala Uplift Capacity of Standoff T allow 548 lbs Standoff Demand Caaci .. X=Direction, ",Y-Direction.' Max Allowable Standoff Spacing Portrait 64" 65" ;NA Max AllowableCantilever; _ Nt. Portrait,,. u. Standoff Configuration Portrait Staggered Max;°Stantloff;Tributary Area . .. wv. w_v . Tr b r p._.. ._. _ �. r29 sf PV Assembly Dead Load _ W PV 3.0 psf ,a,"a ; ,. -,!t u Uplift Capacity of Standoff T-allow _548 lbs Standoff°Derrmand Ca �ci -D,R- t � 9 Version#65.3-TBD y PIL �N'5ol'arCit ��w� y February 15,2017 RE: CERTIFICATION LETTER Project/Job# 1191553 Project Address: Muth Residence 213 Knapp PI Greenport, NY 11944 AH] 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 - MPI: 2x8 @ 16"OC, Roof DL=,8 psf, Roof LL/SL= 19.5 psf(Non-PV), Roof LL/SL= 14 psf(PV) - MP2: 2x8 @ 16"OC, Roof DL= 8 psf, Roof LL/SL= 19.5 psf(Non-PV), Roof LL/SL= 14 psf(PV) - MP3: 2x6 @ 16"OC, Roof DL= 10.5 psf, Roof LL/SL= 18 psf(Non-PV), Roof LL/SL= 14 psf(PV) -MP4: 2x6 @ 16"OC, Roof DL= 10.5 psf, Roof LL/SL= 18 psf(Non-PV), Roof LL/SL= 14 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19946 < 0.4g and Seismic Design Category(SDC) = B< D To Whom It May Concern, Alobsite 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. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. pF NEI�(i K Zq Cy�O C0 .P� Paul Zacher, P.E. r � Professional Engineer w T: 916.961.3960 x101 email: paul@pzse.com "°° O 9136528 AR1� 'Fe SIONP 3055 Clearv)e+w way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY -(650)638-1029 so)arcity.com ROC.43771/ROC 245430,CA ULB%3%X C0 ECE041 CT HIC 063277E/ELC 012S«?0S DC 41n51+0000eWEI-902CS5 DE 20^.i;MN9rP 7}-aO3F,FL ECs3C06226 HI CT-V170 IL 15-1X752 NIA HC 105'21 EL-11E£tAR MO 17C 12L7945i7.405.NC X001-U,Prti 0347C/12S11M N}l3wHIC✓13L;•C3754C:A/S4Eii�17347CU NH EE v9-31J'.70,NV CH FL 417ui OR MJU491s/C.0 PA HICNrt0MA3 fll PCW4714/Rw363u.TX TWL2707+,U761:695G•SSC7,1/h ELc2YG'r1:a°78.VT Etl-0SC2C,WASOt�C•9:-vGVSOLW2C`zG*P7 ht-439 Grc A-tP�Nusaal H2:0971VVI,P.4r n6C51741-R.&Tmil h-1}84»-10.00-r10 S+ttfotc 52057-N NYC 020013E4-DCA SrM C,N Y G Ll—S,Jeat:ioi^n,ro}P510 4CO4485 155 Watm St 6th F1 Wt w®r Vyn fV 1720t a_fn1966-ACF Ab W,:x Faan3oE t;.y 5:latCr"yEhnma.s,ComF_W.LLC CAPInFtt LEduaLl 61-147,6 S1C1,fF,N4 C..,.-,ILCts ft—.d 014422 P:0 Csn—,t—LJ-,,,,2241W 4rof39r.y..,.t Loon Lc.=r+a IL1t72S/IL1if+'14 fsL,wns�d Le.d.sH'?0^.331Jtit,lnR.ptsf+'rlCruc4tor l:Lc�SnAs'}-20E403.V7'L-:rt3erL<a.sa R6I8G . 1 Version#65.3-TBD Oipp Solar �ty PEL A i" HARDWARE,DESIGN AND,$TRUCTURALAN/�LYSIS RESULTStyBUMMARYTAB'LES' Landscape -Hardware`-Landscape Modules',Standoff Specifications:; _k Hardware X-X Spacing ' X-X Cantilever ° Y-Y Spacing- Y-Y Cantilever- Configuration,'— Uplift DCR' MP1 64" 24" 39" NA Staggered 56.9% MP2 64" 24" 39" NA Staggered 56.9% MP3 64" 24" 39" NA Staggered 50.9% MP4 64" 24" 39" NA Staggered 50.9% " Portrait-' Portralt,Modules'Standoff Specifications, Hardware X-X Spacing X-X,Cantilever Y-Y Spacing Y-Y Cantilever Configuration, Uplift DCR, MP1 48" 20" 65" NA Staggered 71.2% MP2 48" 20" 65" NA Staggered 71.2% MP3 64" 20" 65" NA Staggered 84.8% MP4 64" 20" 65" NA Staggered 84.8% M e Mounting"Plane'Framing ,>.,''.,,,'" Qualification Results Structure "' Type' Spacing Pitch' Member Evaluation'Results, MP1 Stick Frame 16"O.C. 200 Member Impact Check OK MP2 Stick Frame 16"O.C. 200 Member Impact Check OK MP3 Vaulted Ceiling 16"O.C. 270 Member Impact Check OK MP4 I Vaulted Ceiling 16"O.C. 270 Member Impact Check OK Refer to the submitted drawings for details of information collected dunng 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 AL 0,140).W 14-9^37 AZROC 2431;t1ROC 2454W.C1 CUB 2%101'4 CO M*41,CT HIC 06LURVELC G::S545 CL-410040iP XG'WECC�02ra35 OE 24T,t2G:.8A/T1,6032 Fl EC13'.Y. ?Z6,f+i 07.29710 I?1S,?752 Mh L, MS572/ EL-113d'4R,tt0 HC 128?4Qr G5.NG3IJ01 tt.Lai 0a47C/1Y523h1:IJN.lhif rJ13+Mf�14060i�/.?aEt'��4732Jt,YP NM CE98-:79510 NV hV%Ut$5'351]2'CT•4+7]Bnw6172-ti9743iV.ON Et 4,ff;7 OR C8ZN19a/M2^rAti�fT'k077S43.R, ACOG4714,RcgS1370.TATEC177004.UT 8128960-'_901'1A ELE470St..'s278,11TEM-0;.+32,7.'trA:Qu..RC"9 tv0775OLiJaL`9C°F7.11E�xy;59.lwne.t-485 fFws 4124047'04j'}F3straaro PU,041,Rurv4rti H•1166.7-40-x]0-003ufforo 52051-ii'+fe:t msl:-VIC-?dCa"8-+i13 fJYC+<2a73S344-0C,1St`¢t:5'C NYC.LlcersteJRctr,cian,#t2d'0.•::CWy25 t55`.'V>tu St aMFl,teMt Rroano,NY11201 h'°Oi3fi660.^.�:�U,osns Ftcnt1,�1 try3a1rrCit1f1r:^.cs Cnmp✓tti.ILC CA f ni,ncz C9nders Lie-na4 dLE47V6 3otmGty rvl:,nen Compan,LLC r a 4cinac�Ly ttx GCdrsV.Sew 8 t,9e u„ni Cemmta uoner to enUv;+s'n tNstn�x:n Uei;xate unser trcwrs a numi��r V::4?2 MO Ctn+um+^r l.an t t:7ra;a 2247,!i1 Instaflm;ntLo.m L kens-VMS fILI M4,FS Limon^ed L-d,s20�,3f aL,TYR-Jlte111Crud.ro"140t?0:04d3.2025pd,1'T L—ke.Lfc— 16765 U..C..T�r _ ._. �v W_INGUREANALY ='LO�DSUMMARYtiAND_MEM'BER�CHECK Member Properties Summary; MPi"' °Horizontal Members ans' Rafter Pr`o erties a Overhang 1.16 ft Actual W 1.50" Roofs stem Pro ernes"� San°1 10:93 fE Actual D Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing AMaterial _ "' Com Roof, S an•'3. Ain^2 10:88: " Re-Roof No Span 4 Sx(in A3) 13.14 PI' ood`Sheathin Yes S `an 5 ix_ in^'4 47.63'=', Board Sheathing None Total Rake Span 12.87 ft TL DOM Limit 120 VaultedCeilin ;No; t, 'PV.1,;�Start' ` ,1.25ft.`'y' 4Wood,S Species , SPF Ceiling Finish 1/2 Gypsum Board PV 1 End 10.67 ft Wood Grade #2 Rae'fter„Slo {;: 200PV2°Start.` F.b' si '875 Rafter Spacing ` 16”O.C. PV 2 End Fv(psi) 135 To 'Lat Bracing', " Full PV 3tStart„ ",- E`° s0 1;400;000 ,. ` .. ,. Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary - Roof Pitch " 5/12` T _ Initial Pitch Ad'ust ," Non-PV Areas � "PV Areas- Roof Dead Load DL 8.0 psf x 1.06 8.5 psf 8.5 psf PV'.Dead Load; PV=DL °3.0, sf.- rx<1'.06, 3:2,psf" Roof Live Load RLL 20.0 psf x 0.98 19.5 Psf Live/Snow Load' LL SLl'Z 20:0 psf; z 0.7 ;x.0:7 14.0:psf `14:O,psf ` Total Load(Governing LC TL 22.5 Osf. 25.7 sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)pg; Ce=0.9,Ct=1.1,I5=1.0 MemberDesign Summa` (per:ND,S is Goviarnhi -Load;Coreib CD, D+S 1:15 1.00,_. 0.52 1.2 1,15. Member Analysis Result§Summary :'" 'Governin Analysis ;,. _ Pre-PV Moment: , l in. Post-PV Moment £ Net Im` act ' ` :Result Gravity Loading Check 1 505 1 457 1 0.90 1Pass ZEP HARDWARE`:DESIGN CALCU`LATIORIS Mountin .Plane Information Roofin `Material Comp°Roof' k.'f Roof Slope ._ 200 _ Framing Type/Direction_ Y-Y Rafters PV,S stem'T' a 4: SolarCi SleekMountT" tY �.�.,�_ ��°:�� ,�.;��s.�v2� Zep System Type _ ZS Comp Standoff.Attachment„Hardware ',f �` ;x;- ,,Como Nlount'SR1% ” 4 yM ` Spanning Vents No 177,7 WindZesi n Criteria Wind Design Code IBC 2015 ASCE 7-10 Win tlD'_e_sigri Method; W_aTT ,,_-,- , Partially/Fully Enclosed Method" ,,'','%_ Ultimate Wind Speed V Ult 135 mph Fig. 1609A 77 Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B Mea°n.Roof.Hei htIT i; PT h 25 ft= s 5ectioii`2fi2:",` Wind;Pressure:Calculation•Codfficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 TN K ff N 1:00,._., , -' Section'26:8' opographic w <_ N., w. Wind Directionality Factor Kd 0.85 Section 26.6-1 Im ortance Factor{ _IQ o a ` ; Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 37.5 psf Wind Pressure,' Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Fxt..Pressure'`Coefficient Down GC (Down) 0.45, Fig.a3o:4=2A/B/G5A/B Design Wind Pressure p p= qh(GCp) Equation 30.4-1 _ Wind Pressure U P(UP)- 32.8 psf " Wind Pressure Down 'PW.W�l 16.9 psf OL L AWABLE STANDOFF°'SPACINGS "' '" ' .v.._r _......._„,.._..a<�_-_....,.-,......,..__..............,.,..�. .,,.......,.. _ -....._-._»......e.....«..,.,.t.._«.,..w,.v.,.a.+.....b�m:;`�V'......�_..m._..-..,...«...,�+.a,...,�.<f,.,.,...v,r,.�....,.m...._+.,.w,..w.......,.,.,,,..,.era.«�_,»«,.wu...,..,.w,.w.,..¢....i X,Direction" Y=Direction` .y Max Allowable Standoff Spacing Landscape 64" 39" �- •.M„y.,.�.�;. ,.. ,. MaxWAllowable kCahtlleverLandscapey Standoff Configuration Landscape Staggered Max Standoff Tributary Area„ _. L Trib.rail .� 17 sf" -- PV Assembly Dead Load W-PV 3.0 psf _ - T=actual `- Net:Vi/ind„U lift at Standoff i P_. .... ,..d w, _ .. «. Uplift Capacity of Standoff _ T-allow 548 lbs Standoff Demand Ce aci y” "irx DCR 56.9%a X-Direction Y-Direction. Max Allowable Standoff Spacing Portrait 48" 65" MaxAllowableCantilever`.. .._. _, �PoitraitanLa Standoff Configuration Portrait Staggered Max'Standgff Tributary,.,Area . 4v, Trill u, . y . .W,.a . 22 sf ,. : ... :.. . WW._. PV_Assembly Dead Load W-PV 3.0 psf N_et Wind;U lift af,Sta doff T=actual¢ =390'Ibs $.. Uplift Capacity of Standoff T-allow548 lbs TRUCTURE,ANALI(SIS,=LOi4DI111G SUMMAR1f AND4ME4BERCHECK TMHIP2;,, rm z f k Me_m_ber Properties Summary. ` MP2 Horizontal Member,S ans° ;= l,,` Rafter,P.rope rties " Overhang 1.16 ft Actual W 1.50" „Roof; 'stem erti =.Pro es _ ;S an;a 10:93,ft`; ,*Actual D r 725" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin ;Material,, Com''Roof San 3' A' in''^2 10:88 Re-Roof No Span 4 Sx(in.A3) 13.14 PI ood'Slieathin' Yes' S"an 5,-` _. 3z' in^4 47:63 _ Board Sheathing None Total Rake Span 12.87 ft TL Defl'n Limit 120 Vaulted4Ceilin No PV1Start 2.25"ft'`°'" `Wood'aec S ies SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.67 ft Wood Grade #2 Rafter Sloe X20° PV>2„Start Fb psi 875, Rafter Spacing 16”O.C. PV 2 End Fv(psi) 135 Top'Lat,B `raciin ,Full P,V 3 Start E psi) 1;400,000 " Bot Lat Bracing At Supports PV 3 End E-min(psi) 510.000 MemberloadingrSummary ' Roof'Pitch 5/12 Initial P,itcti',Adjust,'' Non=PV Areas PV,'AreAs Roof Dead Load DL 8.0 psf x 1.06 8.5 psf 8.5 psf PV Dead°Load PV=DL' 3:0"'sf` '`t x'1.06r 12,psf' Roof Live Load RLL 20.0 psf x 0.98 19.5 sf Live/Snow;Load,' LL 8L1�2 20.0.psf' x0:7 ,x,0.7`",' ` 14.0.psf` 14.0'psf' Total.Load(Governing LC TL 22.5 psf 25.7 sf. Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)pg; Ce=0.9,Ct=1.1,I,=1.0 % Member=Design Summary(per;NDS) Governin Load Comb.."' CD". CL° + CL; CF`s Cr D+'S V 1.15 . F, 1.06 _ 0.52 1.2 1.15 . Member Analysis Resielts Summary, "°` ' a ;Governin 'Anal sis ;'Pre-PV Moment= Ib-in _ Post-PV Moment Net Im act a _,Results%" Gravity Loading Check 1 505 1 457 1 0.90 Pass AR- ARDWAREDESIGN Ci4LCULATIONS Mimintinig Plane 1nformationF f - Roofin Mate'rialw ;Comp.„Roof i Roof Slope200 Rafter S pacing 1 ,„ FramingType/Direction Y-Y Rafters ni SolarCitySleekMount7°” Zep System Type ZS Comp Standoff, Atta¢fiment Hardware Como Mount'SRV` Spanning VentsNo Wind'Design Criteria Wind Design Code IBC 2015 ASCE 7-10 s'n,Met iiY W ParEiah�Ful` Enclosed Mettiod`I ��._._.N,....�iY._.�..�_�.,_.. _�..�.,_�f.,.:�.:;:_..�3_� Ultimate Wind SpeedW V-Ult _ 135 mphWFig. 1609A Exposufe Cate9o!Y.:Mn. 'Section 26.7,;w, Roof StyleWGable Roof Fig.30.4-2A/B/C-5A/B ,M h w Mean Roof"Hei ht .2!fij 4 F_ Section 26.2'"." Wind Pressure Calculation'Coefficients _Wind Pressure Exposure KZTora . _ a 0.95 Table 30.3-1 I< M_.x;1:00' 'Sect'iori"26.8','°y b h c actor'm ���.,�,_w... Wind Directionality Factor Kd 0.85Section 26.6-1 Im ortance'Factor E t I. :.m. ,.k o ra,. NA; _ x ,_ Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 37.5 psf -`Wind Pressure` Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext: Pres9ure:Coef icient: Down. '..GC Down). 0.45;;: F�g.3o:42AJ6/,C-5A%B Design Wind Pressure p p— qh(GCp) Equation 30.4-1 Wind Pressure Up p„ -32.8,psf Wind Pressure Down= 16.9 psf 'ALLOWABLE'STANDOFF SPACINGS:' ,., .m �. 4`. T - ' °:,y <. b_;;,m✓,u. X-Direction;L' Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Landsca e." 2 N i!, Standoff Configuration a Landscape uStaggered V N1ax Standoff Tributary Area u2 ,-,.r: _ .Trib w _. ,. ._,. _i7 ',v. PV Assembly Dead Load _ W PV 3.0 psf Net Wind Uplift at,Standoff° ... M. Tactual.`,3._ _ k, e -s. -312 lbs a Uplift Capacity of Standoff T-allow548 lbs Standoff Demand Ca aci #z i A DCR X-Direction ,,'" Y-Direction Max Allowable Standoff Spacing Portrait _ 48" 65" .„ -_ r >;.... ..„ Max:Allowable.Caritileve°r: -... . . Portrait Standoff Configuration Portrait Staggered PV Assembly Dead_Load W-PV _ 3.0 psf Net WmdUplift at Standoff G .v . . _ T-actual,, 390w1tis W Uplift Capacity of StandoffTallow _ 548 lbs Standoff''Demand Ca aci _, _.„ n DCR ,a _ x,' 711 01 - '' frL$_TRUC""tiE`ANKC,YSIS-lOADING,SUWIMARY"AND:.4 M60ttWECK Member;Properties Summary Sans=HoriaRafter Pr `eesMP3 ; Over 1.16 ft Actual W 1.50" 77, Roof} 'stem Pro ernes ;S ari.1 5:`8&ft. Actual D Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin ;Material Comp,Roof San 3, A.. in^2 8:25 Re-Roof No Span 4 Sx(in.^3) 7.56 PI ood Sheathin `_"Yes;n' SS an 5 IX in^4 '20.80" Board Sheathing None Total Rake Span 7.90 ft TL Defl'n Limit 180 Vaulted,'Ceilin" PV 1,Stait a'° :0.75.ft:. "Wood S 'sties,.°' SPF. Ceiling Finish 1/2"Gypsum Board PV 1 End 5.75 ft Wood Grade #2 Rafter.Slo e= 27° °; PV-2Stait`:;a, Fb, psi `'875:2' Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 To` Lat Bracing; hf E(' st1;400;000Ful ` Bot Lat Bracing Full I PV 3 End E-min(psi) 5-1-0,00-0- % t ~Member`Loading"Summary ' Roof+Pitch 6 .125', Initial' PitcftAd'ust' wa ,{Non-PV'Areas.'` ` , PV.Areas',,'° Roof Dead Load DL 10.5 psf x 1.12 11.8 psf 11.8 psf PV;Dead Load PV=DL{ 3.0psf x° 1:12, 3;4 psf, ,. : „ Roof Live Load RLL 20.0 psf x 0.90 18.0 Psf Live/Snow,Loail' L"L`,SL''2 20:0'psf° z 03 ],'x 01, v34.0;04" " „1'4:0';psf." Total Load(Governing LC TL 25:8 psf 29.2 Dsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CJ(Is)Pg; Ce=0.9,Q=1.1,I5=1.0 Member;Design Summar�i(per,NDS) Governin" LoadfComb CD. ' CL - 'CF, '• Cr , D+S . 1.15 1.00 1.00 1.3 1.15 ' rt M`e`mber Anal sit Results Summary GoverninOhiiil sis- ,Pre=PV'Moment Ib-in' Post-PV°Moment =Net Im act',�.,' „'Result,°.. " Gravity Loading Check 262 245 0.93 1 Pass (ZEP;,HARDWARE`DESIGN CALCULATIONS=143__'__ Mounting Plane Information Roofing Material Comp Roof ) Roof Slope 270 Rafter Spacing' ~- 16"O.C. Framing Type/Direction_ Y-Y Rafters P,V:SystemType _ .y_ ... SolarCiry SleekMountT!" 3 Lep System Type _� ZS Comp Standoff Attachment Hardware _ Como-Mount SRV Spanning Vents r _ No 7m 71 Wind Design Criteria Wind Design Code IBC 2015 _ ASCE 7-10 WCriLo esign Nlettiod• �,v_,� w .,,, 4. � - ,�, Partially/FullyyEnclosedWMethod-� g,w•, Ultimate Wind Speed V-Ult 135 mph w Fig. 1609A Exposure Category�`'F A .r _ C _ Section 26.7 Roof Style _ Gable Roof Fig 30.4-2A/B/C-5A/B Mean Roof Height h"- 15 ft Section 26.2 Wind Pressure'Calculation.Coefficients Wind Pressure Exposure KZ _ _0.85 _ Table 30.3-1 Topogramphic Factor: ��� Krt� "° _ 100' _ ' µ � Section 26.8 Wind Directionality Factor _ Kd 0.85Section 26.6-1$� Importance Factor I • : NA Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA 2) Equation 30.3-1 33.7 psf Wind Pressure, Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC Down) -0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure p p=qh(GCp) E uation 30.4-1 Wind Pressure Up P(UP) -29.5 psf Wind Pressure Down W 16.0 psf ;ALLOWABLE SA6DQFF SPACINGS X-Direction Y-Direction. Max Allowable Standoff Spacing__ Landscape _ 64" 39" Max Allowable Cantilever Landscape "24" NA Standoff Configuration Landscape Staggered MaxStandoff,Tributgr_ea._�. _ Trib _._ ,,,. v_n, _ '17•.sf PV Assembly Dead LoadW-PV 3.0 psf Net WmdwUplift at Stand_offs, M'T-actual-µ m279 lbs � M ��� 4 Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand Ca aci DCR -50.9% ~ X-Direction Y;Direction Max Allowable Standoff Spacing Portrait _ 64" mm 65" Max Allowable Cantilever _ Portrait 20"� NA Standoff Configuration _ Portrait Staggered Max Standoff Tributary Area_ _ Trib y�w _ �y 4 29 sf, - `, •4 PV Assembly Dead Load W-PV 3.0 psf Net Wmd Upliftwat Standoffi _. -__ T actual a Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity�� DCR STRUCTURE°ANALYSIS,=L0ADING SU.NIN1i4RY A14 MEMBER CHECK-sMP4w a µyl Member Properties Summary �. p4 , ,, HorizontalMemberS ans" Rafter_Pro erties;, Overhang 1.16 ft Actual W 1.50" Roof.'S stem,Pro ernes S an i :5.88.ft ti.' 'Actual D ,,5:50" Number of Spans w o Overhang) 1 San 2 Nominal Yes R66fin' Material Com' .,Roof? _ �`S`an 3.. Ain^2 ''. ,8.25: Re-Roof No Span 4 Sx(in A3) 7.56 PI ood Sheathin ..Yes, 'S' an 5'_ Iz in^4 ",20:80,' Board Sheathing None Total Rake Span 7.90 ft TL Defl'n Limit 180 Vaulted'Ceilin Yes; PV,k Stmt' `0.75'ft k,,Wodd.S' edea' SPF., ,k_�. Ceilin Finish 1/2"Gypsum Board PV 1 End 5.75 ft Wood Grade #2 Rafter.Sl6' e' 270° PV 2.Start - Fb psi 875` Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 T6 Lat,Bracin Full PV 3 Start<<°`.;, i° E` si H 1;900;000` Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading'Sumrriary Roof Pitch, 6` 12 initial PitchMust Non-PV Areas,.TM¢ PV Areas"` Roof Dead Load DL 10.5 psf x 1.12 11.8 psf 11.8 psf 1°:12 3.4. sf' PV Dead Load. P*DL 3:0 psf" x;, p Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live%Snow load; LL SLi`2 20.0 p"sf" x�0:7 I'x 0.7' 19:0`psf° ,14A 0 Total Load(GoverningLC TL 25.8 psf '29.2. sf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.9,Ct=1.1,IS=1.0 Member-D`e'sign,`Siuminary(per;NDS) Governin Load'Comti{ CD CL +_ CL - CF 4 Cr, D+S .'1.15 1.00 . 1.00 1.3 1.15, t : Member Analysis Resu1ts'S6mMary`77 '' m; G"overnin Anal"sis 4° ' Pre=P.V Moment I6-in ,Post=PV M6ment y et,Im act. A Result' 'k Gravity Loading Check 1 262 1 1 245 1 0.93 1 Pass IMP-HARDWARE-DESIGN"CALCUL:ATIONS Mounting Plane_ Information Roofing Material Comp Roof Roof_Slop_a 270 Rafter Spacing -� 16 O.C. Framing Type/_Direction Y-Y Rafters PV System Typew_- - '' SolarCity-SleekMountT" Zep System Type _ _ ZS Comp s Standoff Attachment`Hardware = ComnMountSRV:; Spanning Vents No Wind Desi n°Criteria - Wind Design Code _ IBC 2015 ASCE 7-10 _ p � Wind Design Method` ,,, „v,, _mfr . _ rtia lly/FullyEriclosed Method n _- a Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category, _ – C M ” - Section 26:7_ Roof Style Gable Roof Fig.30.4-2A/_B/C-5A/B Mean Roof Hei ht "" ,h ,Section 26.2'�� Wined Pressure-Calculation Coefficients Wind Pressure Exposure _KZ _ 0.85 _ _ _Table 30.3-1 Section'26':8 Wind Directionality Factor - Kc, 0.85 Section 26.6-1 Importance Factor, ._ Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 33.7 psf Wind Pressure Ext. Pressure Coefficient U GC Up -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down w7GC (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(UP) -29.5 psf Wind Pressure Down 16.0 psf ALLOWABLE'STANDOFF_SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_ Landscape_ 64" 39" Max,Allowable Cantilever_ •__ _ Landscape : ,,, _. ... ' .,...., �r. .._ -:7 NA - Standoff Configuration Landscape Staggered . Max Standoff Tributary Area `Tri— ,17 sf PV Assembly Dead Load W-PV Net Wind Uplift at Standoff „ T-actual._ Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand C Wcii . DCR' X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 64" 65" Max Allowable_Cantilever � _ Portrait: Standoff Configuration Portrait Staggered MakStandoff Tributary Area Trib :a. _ 29 sf�,–,_ 4:' _ _ ._ . PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff_ T-actual Uplift Capacity of StandoffT allow 548 lbs Standoff Demarid Ca aci _ �DCR" __,.... 84:8%' ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTER11ED 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 MUL11WIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 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 - PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2015 2 IBC/IRC per 2016 NYS UNIFORM CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE. 3. ALL WORK SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE '^` - MODULE GROUNDING METHOD: ZEP SOLAR 4. ALL WORK SHALL COMPLY WITH THE 2015 AHJ: Southold Town INTERNATIONAL FIRE CODE REV BY DATE COMMENTS r REV A NAME DATE COMMENTS UTILITY: PSE&G-Long Island (Public Service Electric so & Gas Co.) - • • , - • ■ CONFIDENTIAL— THE INFORMATION HEREINJOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED MALL NOT BE USED FOR THE JB-1191553 00 STEVE MUTH Steve Muth RESIDENCE Geoff SheouBEN NOREFIT OF SHALL IIT BE DISCLYONE OSED EDN WHOLE OR IN T SOLARCITY INC., MOS Comp" 213 KNAPP PL 10.8 KW PV ARRAY ►�SolarCity. PART TO OTHERS OUTSIDE THE RECIPIENTS ZS Comp V4 wFlashing-Insert ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: GREENPORT, NY 11944 3055 CleaMew Way THE SALE AND USE OF THE RESPECTIVE (36) Hanwho Q—Cells # Q.PEAK-G4.1/SC300 PACE NAME SHEET REV DATE San Mateo,CA 94402 SOLARg1Y EQUIPMENT, WITHOUT THE WRITTEN PAGE T:(650)638-1028 F(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE1000OA-US-ZB-U COVER SHEET / / 2 15 2017 (668)-SOL-qtr(765-2469)www.salarcltyaom PITCH: 20 ARRAY PITCH:20 MP1 AZIMUTH:46 ARRAY AZIMUTH:46 MATERIAL:Comp Shingle STORY. 2 Stories PITCH: 20 ARRAY PITCH:20 MP2 AZIMUTH:226 ARRAY AZIMUTH:226 MATERIAL:Comp Shingle STORY: 2 Stories N PITCH: 27 ARRAY PITCH:27 w MP3 AZIMUTH:46 ARRAY AZIMUTH:46 7z MATERIAL:Comp Shingle STORY: 1 Story =31 PITCH: 27 PITCH:27 (E) DRIVEWAY MP4 AZIMUTH:226 ARRAYAAZIMUTH:226 -o 1 MATERIAL:Comp Shingle STORY- 1 Story OF NEIN K. Z11 tiF0 CO loo ' LU W (n Z I-- C OA 13 6 I �OFESSIONP� a � I Front Of House V-6" F MP m m LEGEND LLI dW N U— F —— �„�I M Q (E) UTILITY METER'& WARNING LABEL I ILe 115 e Cal 9 9 9 a I 1'- ' FSBm� INVERTER W/ INTEGRATED DC DISCO LLI Im 1'- 6" SB & WARNING LABELS _ml _ 9 eI-� ca _ © DC DISCONNECT & WARNING LABELS D i t AC i MI © AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS O Inv I B D I D DISTRIBUTION PANEL & LABELS AC I Q LOAD CENTER & WARNING LABELS EE O DEDICATED PV SYSTEM METER RAPID SHUTDOWN rn� Q STANDOFF LOCATIONS nI Wl CONDUIT RUN ON EXTERIOR ®o© CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L % I SITE PLAN X Scale: 1/8" = V 01' 8' 16' J B-1191553 0 0 PREMISE OYINER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE STEVE MUTH Steve Muth RESIDENCE Geoff Sheau �:,;So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: - �'wl NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 213 KNAPP PL 10.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES GREENPORT NY 11944 ORGANIZA11ON, EXCEPT IN CONNECTION WITH , 3055 Cleamlew Way THE SALE AND USE OF THE RESPECTIVE (36) Hanwha Q-Cells # Q.PEAK-G4.1/SC300 PAGE NAME SHEEP REV: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, YATHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. INVERTERPV 2 2/15/2017 SOLAREDGE SE10000A-US-ZB-U SITE PLAN T:(66D)638-7028 F:650 638-1029 (888)-SOL-CITY(765-2489)www.solarottycom S1 S1 S1 (E) 2x4 4" 4- 01 " 10'-11" 7014" —11" 1'— (E) LBW 1'— (E) LBW V-2' (E) LBW A SIDE VIEW OF MP1 NTS B SIDE VIEW OF MP2 NTS SIDE VIEW OF MP3 NTS MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" 39" 0" STAGGERED LANDSCAPE 64" 24" 39" 0" STAGGERED LANDSCAPE 64" 1 24" 39" 0" STAGGERED PORTRAIT -48" 20" 65" 0" PORTRAIT 48" 20" 65" 0" PORTRAIT 64" 1 20" 65" 0" ROOF AZI 226 PITCH 20 ROOF AZI 46 PITCH 27 „ ROOF AZI 46 PITCH 20 RAFTER 2X8 @ 16„OC STORIES: Z RAFTER 2x6 @ 16'OC STORIES: 1 RAFTER 2X8 @ 16 OC STORIES: 2 ARRAY AZI 226 PITCH 20 ARRAY AZI 46 PITCH 27 ARRAY AZI 46 PITCH 20 C.J. 2X8 @16”OC Comp Shingle C.J. 2x6 @72"OC Comp Shingle C.]. 2x8 @16"OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PW X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. OF NEW � K. zAtiFo�'� W !a = PV MODULE n"""".3 3.8 S 1 5/16"x1.5" BOLT WITH oA 136b 5/16" FLAT WASHER ESSI (E) 2x4 INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE 41$ ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT 5-11" HOLE. --------- --- ------- ZEP MOUNTING BLOCK ATTACH FLASHING INSERT TO 1'— (E) LBW (4) (2) MOUNTING BLOCK AND ATTACH ZEP FLASHING INSERT (3) TO RAFTER USING LAG SCREW. D SIDE VIEW OF M P4 NTS (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE VIN X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 5/16" DIA STAINLESS ROOF PENETRATION. LANDSCAPE 64" 24" 39" 0" STAGGERED LOWEST MODULE SUBSEQUENT MODULES PORTRAIT 64" 20" 65" 0" STEEL LAG SCREW INSTALL LEVELING FOOT ON TOP (2-1/2 EMBED, MIN) [(4) OF MOUNTING BLOCK & ROOF AZI 226 PITCH 27 RAFTER 2x6 @ 16„ OC ARRAY AZI 226 PITCH 27 STORIES: 1 SECURELY FASTEN WITH BOLT. STANDOFF C.J. 2X6 @72 (E) RAFTER OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. CONFlDEN11AL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: \` CONTAINED SHALL NOT BE USED FOR THE J B-1191553 _ 00 STEVE MUTH BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:- Steve Muth RESIDENCE Geoff Sheau SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 213 KNAPP PL 10.8 KW PV ARRAY 00, PART TO OTHERS OUTSIDE THE RECIPIENT'S MaouLEs GREENPORT NY 11944 ORGANIZATION,EXCEPT IN CONNECTION WITH 3055 Cleardew Way THE SALE AND USE OF THE RESPECTIVE (36) Hanwha Q—Cells # Q.PEAK—G4.1/SC300 PAGE NAME SHEET REV PATE San Mateo CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 R(650)638-1029 PERMISSION of SOLMCITY INC. SOLAREDGE SE10000A—US—ZB—U STRUCTURAL VIEWS PV 3 2/15/2017 1 (888)—SOL—CITY(765-2489)www.solarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:LC404081200 Inv 1: DC Ungrounded INV 1-(1)SOLAREDGESE10000A-US-ZB-U LABEL:- A -(36)Hanwha Q-Cells #_Q.PEAK-G4.1/SC300 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:77 639 594 Tie-In: Supply Side Connection Inverter; 100DOW,240V, 97.57o; w/Unifed Disco and ZB, AFCI PV Module; 300W,274.5PTC, 40MM, Black Frame, MC4, ZEP, 1000V Overhead 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 E 20OA/2P MAIN CIRCUIT BREAKER SolarCity CUTLER-HAMMER Inverter 1 (E) WIRING Disconnect CUTLER-HAMMER 5 A 1 7 Disconnect 6 SOLAREDGE DC+ B 60A C SE1000OA-US-ZB-U D� --- MP 3/4: 1x8 _ - EGC ---------- --� Q ---------- -- --- - Z 3 - n L1 �4e� r-------------- L2 DC+ N DC. I 4 DC- MP 1: 1x14 (E) LOADS GND _ -___ GND ____ -EGC/ ___ DC+ DC+ --------------------- --MP 2: 1x14 GEC N pC DG r----J GND __ EGC- ------------- EGC ---� ---------- -- ---- ----- -- ------ I (1)Conduit Kit; 3/4°EMT I " F ,z N I I I p I I � I --- TO 120/240V SINGLE PHASE UTILITY SERVICE I I I 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 qd R. R (I)CUTLER-HAMMER#DG222NRB A (1)SolarCitY 4 STRING A1NCnON BOX DC l 5r8 **x 8, C44r �+ Disconnect; 60A, 24OVac, Fusible, NEMA 3R AC 2x2 STR GS, UNFUSED, GROUNDED -(2)IISC�DaE'on PeicingConnector, Main 4/0-4, Tap 6-14 -(1) Gradd�Weutrd�KitD60100A, General Duty(OG) PV (36)SOLAREDGEJJ P300-5NM4ZS S -(1)CUTLER-HAMMER #DS16FK PowerBox uptimizer,300W, ZEP, in MC4,out MC4 SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Class R Fuse Kit AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(2)FERRAZ SHAWMUT#TR60R PV BACKFEED OCP Fuse; 60A, 25OV, Class RK5 C (1)CUTLER-HAMMER #DG222URB Disconnect; 60A, 24OVac, Non-Fusible, NEMA 311 -(1)CUILER-HAMMER DGIGONB Ground Neutral it 60-100A, General Duty(DG) �(l)AWG #6, THWN-2, Black 1 AWG#6, THWN-2, Black (I)AWG#8, THWN-2, Black Voc* =500 VDC Isc=30 ADC 2)AWG#10, PV Wire, 600V, Bladk Voc* =500 VDC ISc=15 ADC OIknl-(1)AWG #6, THWN-2, Red © (1)AWG#6, THWN-2,Red ® Q (1)AWG#8, THWN-2,Red Vmp =350 VDC Imp=23.68 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=6.77 ADC I (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC InI AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC _ .(1jAWG 110, 1HHN/THWN-2, Green EGC-(1)Conduit Kit; 3/47 EMT -.(1)AWG #6,.Solid Bare Copper. GEC (1)Conduit,Kit; 3/4° EMT .. _-(1)AWG#8, 111Green , EGC/GEC-(1)Conduit.Kit; 3/4°EMT _, ^ (1 AWG#10, 1HWN-2, Black Voc* =500 VDC Isc'=15 ADC (2)AWG 010, PV Wire, 60OV, ElI Voc* =500 VDC ISc=15 ADC (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=6.77 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.84 ADC J (1)AWG#10, THHN/1HWN-2, Green EGC-(1)Conduit Kit;.3/4' EMT (Y)AWG#10, P1l Wire, 600V, Black - Voc* ='500 VDC Isc=15 ADC O (1)AWG#6,Solid Bare Copper EGC Vmp =350 VDC Imp=11.84 ADC J[35 3 0 0 PREMISE OWNER DESCIdPnON: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: \\�,�SolarCity. CONTAINED SHALL NOT BE USED FOR THE STEVE MUTH Steve Muth RESIDENCE Geoff Sheau BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 213 KNAPP PL 10.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ZS Comp V4 wFlashing-Insert ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: GREENPORT, NY 11944 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (36) Hanwha Q-Cells # Q.PEAK-G4.1/SC300 PAGE NAME: SHEET- RM DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE1000OA-US-ZB-U THREE LINE DIAGRAM PV 4 2/15/2017 (886)-SOL-CITY(765-2489)www.solardtycom el Location: WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: Label Location: "• _ Code: �_ WARNING ` ' ' __ Code: WARNING __ Code:_ NEC ELECTRIC SHOCK HAZARD NEC • ELECTRIC SHOCK HAZARD , 690.31.G.3 O TOUGH TERMINALST 1 THE DC CONDUCTORS OF THISNEC 1 Label •cation: TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED I UNGROUNDED ANDINVERTERIS s •- IN,TH:E OPEN„POSITION � '� MAY BE ENERGIZED DISCONNECTPer Code: w , NEC .•1 Label Location: 4 PHOTOVOLTAIC SYSTEM MAXIMUM POWER _A EQUIPPED WITH RAPIDPer Code: POINT CURRENT Qmp) Per Code: CEC 690.56(C) MAXIN1UNi POWER- ' POINT VOLTAGE(Vmp)_vNEC 690.53 _ MAXIMUM SYSTEM V Label Location: VOLTAGE(Voc)_ SHORT-CIRCUIT A CURRENT(Isc)_ WARNING '• Per ..- INVERTER OUTPUT CONNECTION 690.64.13.7 LabelDO NOT RELOCATE WARNING Per THIS OVERCURRENT DEVICE ••- ELECTRIC SHOCK.HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZEDLabel L• - • CAUTION -•Per ••_ PHOTOVOLTAIC'SYSTEM CIRCUIT IS BACKFEDNEC 690.64.13.4 Label • • WARNING ' Per ..- ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALSNEC 690.17(4) TERMINALS ON BOTH LINE AND -• LOAD SIDES MAY BE ENERGIZED CAUTION IN THE OPEN POSITION DUAL POWER SOURCEPer Code: DC VOLTAGE IS SECOND SOURCE ISNEC 690.64.13.4 ALWAYS PRESENT WHEN PHOTOVOLTAIC SYSTEA� SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • PHOTOVOLTAIC POINT OF -• •- • • INTERCONNECTION ' Code:Per PHOTOVOLTAIC AC -• WARNING: ELECTRIC SHOCK. ••1 4 ••1 4 ' • DISCONNECTCode: TERM NEC OTERMINALS ON Conduit NEC 690.14.C.2 BOTH THE LINE AND LOAD SIDE Combiner -• N1AY BE ENERGIZED IN THE OPEN (D): Distribution POSITION.FOR SERVICEDisconnect DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. InteriorConduit LabelLocation: PV POWER SOURCEIntegrated DC Disconnect MAXIMUM AC A -• MAXIMUM AC _ A • • Center OPERATING CURRENT Per CodeOPERATING CURRENT MAXIMUM AG MAXIMUM AC V Meter NEC 690.54 OPERATING VOLTAGE V • •OPERATING VOLTAGE - - of • • 3055 Clearview WayT(650)638-1028 F-(650)638-1029 San Mateo,CA 94402 Label Set :a • • • 1 a • ■ I ® Next-Level PV Mounting Technology® SOlarintSolafCity ZepSolar Next-Level PV Mounting Technology SOIafClty ZS COMP Components _ for composition shingle roofs aF 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 NOVI 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 ®ROO, Description PV mounting solution for composition shingle roofs r'c � Works with all Zep Compatible Modules eMPF 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" .r • 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 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 Specifications are subject to change without notice Patents and Apps zspats conn Document#800-1839-001 Rev D Date last exported April 29,2016 1122 AM Document#800-1839-001 Rev D Date last exported Apnl 29,2016 1122 AM ■ solar ' so I a r ' TSolarEdge Power Optimizer - Zep CompatibleTM Module Add-On For North America P300-ZEP SolarEdge Power Optimizer — P300-ZEP(for 60-cell PV modules) INPUT Zep Compatible T"" Module Add-On Rated Input DCpoweri'i _ 300 W Absolute Maximum Input Voltage(Voc at lowest temperature) 48 Vdc MPPT For North America P300-ZEP ■ maximum Range 810 Vdc Maximum Short Clrcult Current(Isc) 10 _ Adc _ a _ Maximum DC Input Current 12 5 Adc Maximum Efficiency 99.5 ■ Weighted Efficiency 98 8 Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ Maximum Output Current 15 Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY-(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ® Safety Output Voltage per Power Optimizer - �-�- Y 1 Vdc -S NDARDCOMPLIANCE 'M ■ EMC FCC Partly Class B,IEC61000-6-2,IEC61000-6-3 f` Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System,Voltage 1000 Vdc ' • c'.,a r',Pe crp .. .. . .. .. .. .. Dimensions including mounting bracket (W x L x H) 141 x 256 x 40.5/5 55 x 10 08 x 1.59_ mm/m Dimensions excluding mounting bracket (W x L x H) 141 x 212 x 40.5/5 55 x 8 34 x.1.59 mm/in 3� Weight(including cables and mounting bracket) 1170/2.54 kg/Ib 'o" Input Connector MC4/Amphenol/Tyco Output Connector Double Insulated,Am_phen_of j Output Wire Length 095/3.0. m/ft Operating Temperature Range -40-+85/-40-+185 C/°F _ ° Protection Rating IP65/NEM A4 Relative Humidity I 0-100 ' i'i Rated STC powerofthe module Module of up to+5%power tolerance allowed PV SYSTEM DESIGN USING A SOLAREDGE INVERTER SINGLE PHASE THREE PHASE THREE PHASE208V - 480V Minimum String Length(Power Optimizers) 8 10 18 ... . . . . 'Compatible with Zep Groove framed modules Maximum String Length(Poweroptlmizers) 25 25 so Maximum Power per String 52.50 6000 12750 W — Certified Zep CompatibleTm bracket - Mitigates all types of module mismatch losses,from Parallel Strings of Different Lengths or Orientations Yes — Attaches to module frame without screws-reduces on-roof manufacturing tolerance to partial shading f' labor and mounting costs — Flexible system design for maximum space utilization I, Power optimizer equipment grounded through the bracket - Next generation maintenance with module-level monitoring ! — Up to 25%more energy — Module-level voltage shutdown for installer and firefighter ' f — Superior efficiency(99.5%) safety ( USA GERMANY ITALY FRANCE JAPAN CHINA ISRAEL - AUSTRALIA www.solaredge.us are teatforridiks of 16eir re�potu�e cnyners.Date:12i 2013.V.01,subject to chonge without notice,i - a powered byBoa 3 !! • - . • • • The new high-performance module M.PEAK-G-4a1 /SO is the ideal solution for all applications thanks to its innovative cell technology Q-ANTU �- U, L7RA and a black Zep Cc patobleTIVI frame design for improved aesthetics, �® easy installation and increased safety_ The world-record cell design was developed to achieve the best performance under real conditions — even with low radiation intensity and on clear, hot summer days_ LOW ELECTRICITY GENERATION COSTS C30 Higher yield per surface area and lower BOS costs thanks to higher power classes and an efficiency rate of up to 18.69/6_ 4afto INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low-light _ r and temperature behavior_ ENDURING HIGH PERFORMANCE .�' Long-term yield security with Anti-PIE) Technology', QCELLS YIELD SECURITY Hot-Spot-Protect and Traceable Quality Fra_Q-rm. BRANo-Pv ® USAPROTrCT A RELIABLE INVESTMENT ��.� 2®116 Inclusive 12-year product warranty and 25-year linear performance guarantee2. QCpMPgT��` • PAnlfesrs - _'' - • • QCEl.lS Best'polycrysta[line solar moduld 2014 O.PRO-G2 235 i 1 APT test conditions: Cells at -1500V against grounded, with conductive me- tal foil covered module surface, 25-C, THE IDEAL SOLUTION FOR: 168 h 2 See data sheet on rear for further ® Rooftop arrays on residential buildidings information. Engineered in Germany GZ CE LLS Format 65.7 in >< 39.4 in x 1.57 in (including frame) (1670 mm x 1000 mm x 40 mm) Weight 44--.69'1 bs (20.0 kg) --- - ----- - - - - --- - - -- Front Cover 0.13 in 63.2 mm) thermally pre-stressed glass with anti-reflection technology P,od.,":iabai F'nne Back Cover Composite film c>zao mm) � Frame Black anodized aluminum - ' �o��e:o`� s• a-c °"o mm, __-_ _ ._-___- __ _ _- _.- -. __ -__-._-_ _- .--__ - __-_ __ _.-___ __..__ .- _-._ _ ____ _.__.__ _ _ _ _- ._ ___-___ _______ _ -._ J.•ncflon bow Cell 6 x 10 monocrystalline Q_ANTUM ULTRA solar cells Junction box 2.60-3.03 1n x 4.37-3.54 in x 0.59-0.75 in (66-77 mm x 111-90mm x 15-19mm), Protection class IP67 with bypass diodes ^�"n ngPointxcoETAiLA) ewo•acnaseros Cable 4 mm2 Solar cable; (+) 47.24 in (1200 mm), (-) 47.24 in (1200 mm) Connector Multi-Contact MC4, IP68 I——C27 POWER CLASS 295 300 _ 305 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5 W/-O W) - - ------ - -- - - $ Power at MPP2 PMPP CW] 295 300 305 " Short Circuit Current- Isc [A] 9.70 9.77 9.84 Open Circuit Voltage'- Voc CV] _ - -- 39.48 - - - -39.76 Current at MPP""' IMPP [A] _ 9.17 - -- 9.26 -- -- 9.35 Voltage at MPP"" VMPPCV7 32.19 32.41 _ 32.62 . _. _- e_ _ Efficiency2 _-_ r1 C%7 z 17.7 - a 1S.0._ z 18.3 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NOC3 Power at MPP2 PMPP CW] 218.1 - 221.8 - 225.5 Short Circuit Current' - 11-c CA] 7.S2 - 7 88 y _ 7.94 n Open Circuit Voltage- Voc CV7 36.92 37.19 37.46 - - - - ----- - - - -- - -- - - -- --- -- - - 7.20 7.27 7.35 • IMPP CAI Current at MPP ' _ _ ? Voltage at MPP- VMPP CV] 30.30 30.49 30.67 )1000 W/m2, 25 -C, spectrum AM 1.5G 2 Measurement tolerances STC x3 %; NOC 5 % 3BOO W/m2, NOCT, spectrum AM 1.5G ""typical values, actual values may differ Q CELLS PERFORMANCE WARRANTY - - PERFORMANCE AT LOW IRRADIANCE o^e 1O GeELLa At least 9S'/. of nominal power during first year. o --r-----r ------� - Thereafter max. 0.6/ degradation per year. ea -------------------------------- At least 92.6-/. of nominal power up to 10 years_ --- At least S3.61/6 of nominal power up to 25 years. g °o ------------------ z -- - - All data within measurement tolerances. a -- --------- - J Full warranties in accordance with the warranty e ' � e -��-' __ - - •-- terms of the Q CELLS sales organization of your respective country. 20o aoo soo soo ,Doo S e . - .a rt = - _ - _ - _ •_' IRRADIANCE CW/m-] z ti 20 2° Typical module performance under low irradiance conditions in -th the hlSh al P�otlue[len�capa Ityl°Dib ceP�ambur=ol4> YEARS comparison to STC conditions (25'C, 1000W/m2). - - - - - `- _ '- - --` - - -- - TEMPERATURE COEFFICIENTS - cc C%/K] +0.04 Temp oc Temperature Coefficient of Isc Temperature Coefficient of V R_ _ -C%/K] -0.28 Temperature Coefficient of PMPP V C%/K] -0.39 Normal Operating Cell Temperature NOCT C'F7 113 =L=5.4 (45 3'C) Maximum System Voltage Vsys CV] 1000 (IEC) / 1000 (U L) Safety Class Y (IEC) / TYPE 1 (U L) a ' Maximum Series Fuse Rating [A DC7 20 Fire Rating C_ _ - cr Design load, push (UL)2 Clbs/ft23 75 (3600 Pa) Permitted module temperature -40'F up to +185'F on continuous duty (-40'C up to +85'C) Design load, pull (UL)2 Clbs/ft21 55.6 (2666 Pa) 2 see installation manual 11 jjil�j!q111 111��1111 11,11111 11!:: 40 MIMI UL 1703; CE-compliant; Number of Modules per Pallet26 - i IEC 61215 (Ed.2); IEC 61730 (Ed.l) application class A - • - "' '--- -"' - "--- '- - - - - - _ 32 Number of Pallets per 53' Container pOM PA Number of Pallets per 40' Container 26 0 O` Pallet Dimensions ( L x W x H ) 68.7 in x 45.3 in x 46.1 in a C ° ,= US pCOMPP'�0 (1745 mm x 1150 mm x 1170 mm) - Pallet Weight 12541bs (569 kg) o NOTE- 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 - of this product. Hanwha Q CELLS America Inc. 300 Spectrum Center Drive, Suite 1250, Irvine, CA 92618, USA I TEL +1 949 748 59 96 1 EMAIL inquiry4�Dus.q-cells.com I WEB www.q-cells.us