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at* $7\1 Town of Southold P.O.Box 1179 1/4/2016 ; 53095 Main Rd gyp:,,_ # ,," Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38016 Date: 1/4/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 3275 S Harbor Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/23/2015 pursuant to which Building Permit No. 39911 dated 6/29/2015 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 an existing one family dwelling as applied for. The certificate is issued to Blanchard Jr,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39911 10/29/2011 PLUMBERS CERTIFICATION DATED Authorized Signature • saFoci TOWN OF SOUTHOLD co BUILDING DEPARTMENT r TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39911 Date: 6/29/2015 Permission is hereby granted to: Blanchard Jr, William 3275 S Harbor Rd Southold, NY 11971 To: Install roof-mounted solar panels as applied for. At premises located at: 3275 S Harbor Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-3-7 Pursuant to application dated 6/23/2015 and approved by the Building Inspector. To expire on 12/28/2016. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 B nspector • 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 I Certificate of Occupancy - New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15 00 Date. (1, _\ r New Construction: Old or Pre -existing Building: (check one)` Location of Property. — � 11 N "-- JbLitA01_4 House No. Street Hamlet Owner or Owners of Property: L; \ ( y' \4_O(` 14.fd Suffolk County Tax Map No 1000, Section Block 3 Lot 7 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Steer Cckl Health Dept. Approval ` Underwriters Approval d Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted $ — Applic, Signature �•,• ow„ S0(/, Town Hall Annex � o �, ~O l0 : Telephone(631)765-1802 54375 Main Road lig lig Z Fax(631)765-9502 P.O.Box 1179 % `/' Southold,NY 11971-0959 =% �l� -.1 ) e� roger.richert a(�town.southold.ny.us OUNTY _#S BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Blanchard Address: 3275 South Harbor Road City. Southold St: New York Zip: 11971 Building Permit#. 39911 Section: 78 Block. 3 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No. SITE DETAILS Office Use Only Residential X Indoor X Basement X 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 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 7.8 kw Roof Mounted Photovoltaic System to Include, 30 - Trina 260W Panels, 1-Solaredge SE 7600 Inverter,NC&D/C Disconnects Notes: 4711-(1" c'elds) Inspector Signature: Date: October 29, 2015 Electrical 81 Compliance Form.xls r - i � SOUlyOIO`` // _ '1 (_/v7 _ 0cf. '' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,Q'] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: K:46/1 �� _ o( - iok, ------;14ree_.44_(.,e., -. DATE / (� i INSPECTORS '14!*^► Version#44.0 ®;SOIarCit . y Project/Job# 119498 RE: Installation Approval Letter Project: Jr Residence 4 evn 0✓1 d 3275 S Harbor Rd Southold, NY 11971 Date of Review 12/16/2015 Permit# 39911 Date of Installation 10/26/2015 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 2010 Residential Code of NY State. 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. Sincerely, 1 iI I DEC 31 2015 L.)] r o% fINO�: EW Y 0 ,' 9ECLI PS E SDigitallyigned b t.FSheno k y1/4 'CA • Location: 21...W ers ENGINEERING InC.,P.C. he-jA1/4. ` cc STE421,Spoka , A Contact`Info50 - - 731 ' ` r Eclipse Engineering,as a third partyDate:, 015.12.1 d, 14:47:4210800' has provided a structural-only review of ee 095379 the enclosed project. 90FESSIONP� 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity corn AZ ROC 2.13771,CA CSLB 888104.CO EC 8041,CF HIC 0032778 DC HIC 71101488,DC HIS 71101488.HI C-29770,MA HIC 168572.MD MHC 128948.NJ 13VH06180600. FIELD INSPECTION REPORT DATE :• .,r't �COIv TS _Di FOUNDATION DATON(1ST) - - . . _ . . • • FOUNDATION(2ND) pS1 • I ! • ... ' 1 , • ' ROUGH FRAq& • ` . • 4 PLUMING . . • ti 0 INSULATION FERN.Y. . STATE ENERGY'CODE . • - • .. . . 01 • g • ... .. .. .. .. •.. ,:•► -" •• • t- / �': .- , • _ ., .I�., .• -..:. .. -. 1 .—„..._:- 4 . l i' FINAL ' i ... . • . i S . . .,..�...wr.. -- - k•.► ,.. �-+ ak-cA- .1 ,\ ti.eLe (,, I..Yft*.. Ail ' -ct) ls-fi 4-' ,Io 741 •-d-e-i-c,V-;-7 .- - d'1 (J .P 4c esitki�l1 ceA�Y` I lm t V .. .. .. l .. / _ .. . . / . ..I _ . , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health :, . SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ��� j LL2 Survey SoutholdTown.NorthFork.net PERMIT NO. I 7/ Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application . Flood Permit Exainiried ` �� 20' Single& Separate Storm Water_:Assessment Form Contact: S°\e'r- C-C1 Approved (0.l 62q ,20 Mail to: 1LQ 'rj- -u �,t lk.�t Disapproved a/c 666 gas `ti�amIutt, p��� � Phone:`ti l,c Lr i rOtJ /�6 P Expiration ,--�- d,,.,;.- �) � g g-6-6 i y , rY._ i.. ilditor \ J• � AP ,LICAION FOR BUILDING PERMITN s :.._k?• (G �r;: Date I , 20 ,� I�`�I`�'"� ',,,, • NSTRUCTIONS 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 projierty.liavebeen enacted in the rnterim;fth"e%Bui.ldins Inspector may,authorize,•in,,vriting,the extension of the permit for an ,addition six months. Thereafter;a new permit,slhal,l beirequ!red. .y_. r `�` AyI;P•.,LICATION IS HEREBY MADE to the Building Department fo`r the issuance ofa Building Permit pursuant to the _.':\ N.. of the Town'of Southold,lSuffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the constructioriCof buildings,'addifidiis, 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 inspections. C `'t (Signature applicant or name, if a corporation)--.. CI 3.-'1 -p t wp ett- (Mailing address if applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 4----- - Name of owner of premises tkp W a,v r---?,l&r\ r- :11(e--- (As on the tax roll or latest deed) If applicant is a corporation,signature (Acidly authorized officer - -- .___-- -. -" (Name and title of c r orate officer) Builders License No. 0S") `1•1 Plumbers License No. - Electricians License No. ,57 aal m€ Other Trade's License No. , ic.14„,- _ 2 g' —2b 1•'57,frl. tya t0,1 — 1-bret-11y. ,3 :$`13 /', . 1. Location of land on which proposed work will be done,:''. u ',":.6';•;.15,%..•. -2") ,—).‘---- S , ori b ` �; a,�_i., �-t�b t to r.•:.,: Street 1'..1.;'. 'y 1' House Numberuoau;v rHamlet 7 '1. ': C X Ei i4m0,3 .: :: County Tax Map No. 1.000._ Section �,cliBlock ui•. ;' Lot • ", .1 „,;,,,'.' I Subdivision_,., , ,. 0, 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 �e__s; ee\C-e b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work rnooq-f Sbtq- f (J (Description) 4. Estimated Cost 1 (e/ i-C.( V 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. Ifpbus,iness, commer'cil'or mixed occupancy, specify nature and extent of each type of use. • • 7. Dimensions 61exist ng structures, if any: Front Rear Depth Height Number of Stories i Dimensions of same structure with alterations or additions: Fronn° 6 E htll, Rear Depth Height .Number of Stories 8: Dimensions`of entire new construction: Front ----Rear Depth Height Number of Stories - - 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO< 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO K, 14. Names of Owner of premises U:11�a�^61(.4n Lh�i,ddress3Z-)S S films �P�o e 1\19.CV)7t S 66-2rQ'& Name of Architect ►'`^L VI 0a-r1 Address S—Ke cc ll e-'t- �'lirec "lis) L-lbL-Fr°l'-„J Name of Contractor 4(--C-i Addre�r ;j No. (( 'x, -1)__ •- .. _/e404.., "la t ri 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wet and? ES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY JREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITSMAY,BE-REQUIRED. 16. Provide survey, to scale,i_with accurate foundation plan and distances to property lines. 12.Yf,elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. ` STATE OF NEW YORK) SS: .:S 1/ COUNTY OF ) - - - .. __ - _-._ being-drily sworn, deposes and-says--that(s)he is the applicant------- ---- (Name of individual signing contract)above named, rel 1'._1f -';,--1 (S)He is the CrrNkr•'ct e 'h✓ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to fotitt tle,1aiave performed t 'd ' he saiWork and t ��eo make and file this application; ' that all statements contained in this application ale`t WIi, f%gfli'is`knowledge'and=belief; and that the work will be performed in the manner set forth{n the applicatlie flatfit3kty)o s_ �� , V i QUALIFIED IN ' Sworn to before me thi - ` a KINO9 COEXPY ' Y ' ?Z day of (J _ 20 �., COMM. A , 0811812%Co O; V1/44AitAl 6a1.‘ NA AzyN •,............. F O F N E �s- • Notary Public ""'I'''"`, Signature of Applicant V STORM\WATEER Scott A. Russell ,•,�a , SUPERVISOR § •. z MANAGEMENT SOUTHOLD TOWN HALL-P.O_sox 1179 sso9s Main Road-SOUTHOLD,NEW YORK 11971 7e..' "• Town of Southold CHAPTER 236 STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS ]PROJECT INVOLVE .ANY OF THE FOLLOWING (CHECK.ALL THAT APPLY) Ycs No r E A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface.. 0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. [Jac. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. • E'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 1:10-E. Site preparation within the .one-hundred-year floodplain as depicted - on FIRM Map of any watercourse. [JE-F. Installation of new-or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management 3 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,STOPZ Complete the Applicant section below with your Name, Signature,Contact Information,Date & County Tax Kap Number! Chapter 236 does not apply to your project- If you answered TES 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 with-dour Building Permit Application. • Date A ANT:(Property Owner.Design Professional,Agent,Contractor.Other) ]000 S.0 ‘altt r ePI)-3/ NAME Section Block Lot ��� **** FOR BUILDING DEPARMIENT USE ONLY°"° e.t.alnforawio�c 4,3") "� J / 1 P 'V!�V� rtera„„s�i Reviewed By — - Date ail Property Address/Location of Construction Work: 63X-/� 1ar7 Approved for processing Building Permit. �' Stormwater Management Control Plan Not Required. -_-• _ (] $lormWater Management Control Plan is Required. (" 5) 7b tor l , (Forward to Engineering,Department for Review.) FORM ' SMCP-TOS MAY 20 4 /l # 9ti1.0t 7, 0, .4 SQ�l0 /''`p . . Town Hall Annex ; 1 ( • *; Telephone(631)7654802 54375 Main Road (631)765- 502 P.O.Box(179 ; G Q �� roger.ncherttczfownsou o .nv.us Southold,NY 11971-0959 : NA 'I• ) • BUILDING DEPARTMENT • TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: JQ L�.rQ C IT Date: a1 Company Name: 'S • Name: License No.: Address: Phone No.: JOBSITE INFORMATION:,, (*Indicates required information) *Name: W ��� Q�- YPnl 4nL1 -8.._ *Address: r.3 S. n��Cjlr - c o *Cross Street: A \,.\ *Phone No.: 2g- Permit No.: 3 9 9 Tax Map District: 1000 Section: ) Block: 3 Lot: 7 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ,r MI O i • #4 ' I — Z? '1"r,` s n16r-P4vleiJ ._ (Please Circle All That Apply) *Is job ready for inspection: YES/6) Rough In Final *Do you need a Temp Certificate: di/ 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 A 82-Request for inspection Form p, , / G lV/`Wv_ �j� Town Hall Annex �� : Telephone(631)765-1802 54375 Main Road 411 411 Fax (631)765-9502 PO.Box 1179 G Q Southold,NY 11971-0959 •\0 11 -4 COM'V-11.. November 2, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City Kathleen Ciati 923 Motor Pkwy Hauppauge, NY 11788 RE: Blanchard,3275 S Harbor Rd,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification required from an architect or engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39911 - Solar p„ SoIarCity December 28, 2015 Town of Southold Building Dept. Town Hall Annex 54375 Route 25 PO Box 1179 Southold NY 11791 Dear Inspector, • I am submitting the post installation letters for: 3275 S Harbor Rd Southold, NY 11971 Permit #39911 1250 Yennecott Dr. Southold, NY 11971 Permit # 40184 503 Bailey Ave Greenport, NY 11944 Permit #40187 If there is anything else you may require of me, please do not hesitate to contact me at the phone number below or via email. Regards, (9ina Fapene L, _ Gina Capone DEC 3 1 2015 631-835-7394 gcapone@solarcity.c m I IC 923 Motor Parkway,Ste C Hauppauge, NY 11788 r(631)625-9800 (888)SOL-CITY F(631)234-0146 solarcity.com AZ FK':243771/ROC 24A45O RC 27'aAA.C.LC#A,SA OEG 41,CT i-A TIZ?.2JTA.Ai.0^Ot25-3C5.CC 3'E'.O'AAA EGCAO2SAA.t:1 CT 227'.0.VA MC 16g572.M Mr-2C+2E%4d. 11J NJR1CC3Yr IAIAI2COCi 34E3017T270 AT CA;o-'sa4.i.C:f2.1,31;U2.n;r;ECPA^,T'?A 3.TA TE✓_2r:CA WA Q,..1..X.'�'1E 90L$OLARC AJ5P'C;(113 S 4'c.Ey..4f,m•?r,'r2-.,csvni. ',414 A CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 09/03/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES PHPHON: 345 CALIFORNIA STREET,SUITE 1300 (A//C No.Ext): FAX No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC A 998301-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSUREDINSURER B:Liberty Insurance Corporation 42404 Ph(650)963-5100 SolarCity Corporation INSURER C:N/A N/A 3055 Clearview Way San Mateo,CA 94402 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002493840-01 REVISION NUMBER:1 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 NSR ADDL SUBR WVD POLICY NUMBER M/POLICY EFF POLICY EXP UMITS lMDD/YYYYI (MM/DD/YYYY) A GENERAL UABIUTY TB2-661-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000 PREMISES(Ea occurrence) 5 CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY n JET n LOC Deductible a 25,000 A AUTOMOBILE UABIUTY AS2-661-066265-044 09/01/2014 09/01/2015 CO BINEDSINGLELIMIT ccident) $ 1,000,000 (EaX ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED — BODILY INJURY(Per accident) $ AUTOS AUTOS ) X HIRED AUTOS X NON-OWNED (P808E�RdT DAMAGE ent) $ X Phys.Damage COMP/COLL DED: $ $1,000/$1,000 B X UMBRELLA LIAB X OCCUR TH7-661-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE _ $ 10,000,000 EXCESS UAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED X RETENTION$10,000 5 B WORKERS COMPENSATION WA7-66D-066265-024 09/01/2014 '09/01/2015 X We STATU- OTH- B y/N WC7-661-066265-034 AND EMPLOYERS'LIABILITY ABIL TY 661-066265-034(WI) TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE 09/01/2014 09/01/2015E.L.EACH ACCIDENT S 1,000,000 B OFFICER/MEMBER EXCLUDED? N N/A 'WC DEDUCTIBLE:$350,000' (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,desaibe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Evidence of insurance CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 980 Hawkins Ave. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 708 ACCORDANCE WITH THE POLICY PROVISIONS. Lake Grove,NY 11755 AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services CharlesMarmolejo C-. .^.--1--6.---- I ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD • • 4' STATE OF NEW YORK • 4" WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (650)963-5100 SolarCity Corporation 3055 Clearview Way lc.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 _Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up ld.Federal Employer Identification Number of Insured Policy) or Social Security Number 02-0781046 3a. Name of Insurance Carrier 2.Name and Address of the Entity Requesting Proof of Liberty Insurance Corporation Coverage(Entity Being Listed as the Certificate Holder) 3b.Policy Number of entity listed in box"la" WA7-66D-066265-024 Town of Southold 980 Hawkins Ave. 3c. Policy effective period PO Box 708 Lake Grove,NY 11755 9/1/2014 to 9/1/2015 3d. The Proprietor,Partners or Executive Officers are 0 included. (Only check box if all partners/officers included) X 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 "l 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". The Insurance Carrier will also not the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Theresa Fagan CA Li C12887 ..t name of authorized representative or licensed agent of insurance carrier) Approved by: 9/1/14 (Signature) (Date) Title: Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier: 213-443-0775 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(9-07) www.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse SUFFOLK COUNTY DEPT OF LABOR, ' Ilk. LICENSING&CONSUMER AFFAIRS ty is iel MASTER `r'N =—' ELECTRICIAN JASON KANE This certifes that the awe bearer is duly SOLAR CITY CORP. licensed by the County of Suffolk Lime.~•r• „""�, 51331-ME 03/19/2013 "e`"`'�'d'"' I Htl04TO1 Oa" 03/01/2017 Tr. µ SUFFOLK COUNTY con.OF LABOR, LICENSING 6 CONSUMER AFPAIRS HOME IMPROVEMENT CONTRACTOR LICENSE SHAUN E CHAPMAN This ceroiles tlit the ab"4"" bearer Is dully SOLAR Cyr CORPORATION licensed by the Courtly of Suffolk rend 52057-W 10112013 commis. 1 ammo mea 081012015 I 04.28.2015 Version#44.0 ®�aSOlarClt • PV System Structural Y Design Software ( • , PROJECT INFORMATION &TABLE OF CONTENTS • Project Name: _ . - Jr Residence , AHJ: Southold Town Job Number: 119498 Building Code: 2010 Residential Code of NY State Customer Name: ' Jr,William Blanchard - Based On: IRC 2006/IBC 2006 . Address: 3275 S Harbor Rd ASCE Code: ASCE 7-05 City/State: Southold, NY Risk_Catego yj II Zip Code 11971 Upgrades Req'd? No Latitude/Longitude: 41.042172 _ -72.437073 Stamp Req'd? Yes SC Office: Long Island PV Designer: Kyle Lanza Calculations: Elliot Law EOR: Elaine A. Huang, P.E. Certification Letter • 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.19994 < 0.4g and Seismic Design Category(SDC) = B < D 1 1 2-MILE VICINITY MAP 1C_ il ' _,--::I c, \ - ' ‘ T1 - o- 1, °�l _ -i_______ a - JJ �/ r,, . _____:„.____, .,.., 0 , ... - . • , _ . \ 0.) ,. v .,_ .7...• . _.,. J , , ._., , _ _., :(5) ..,, . __ • ,Goose Neck • •sem" 1 �` ! . CA) 1 i G' C ` k, f k.., r '� QQQ \fid ..,,, "77" , .„ \ i - s ‘.4_,.,...6- v >>r aFa'g.)2UC_.o oo le Ima•e ©2015 , Di italGlobe, New York GIS, USDA Farm Service A•enc, 3275 S Harbor Rd,Southold, NY 11971 Latitude:41.042172,Longitude: -72.437073,Exposure Category:C !STRUCTURE ANALYSIS-- LOADING SUMMARY AND MEMBER CHECK- MP1,2 Member Properties Summary MP1,2 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 9.05 ft Actual D ' 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material- - Comp Roof - Span 3 A 8.25 in.^2 Re-Roof No Span 4 Sx 7.56 in.^3 Plywood Sheathing- No - Span 5 _ I, 20.80 in.^4 Board Sheathing Solid-Sheathing Total Span 10.21 ft - TL Defi'n Limit 120 Vaulted Ceiling No PV 1 Start 1.75 ft Wood Species SPF ' Ceiling Finish 1/2"Gypsum Board PV 1 End 10.42 ft Wood Grade #2 Rafter Slope - ..32° PV 2 Start Fb 875 psi ' Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing- Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 8/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.18 13.0 psf 13.0 psf PV Dead Load - PV-DL 3.0 psf x 1.18 ' -3.5 psf Roof Live Load RLL 20.0 psf x 0.83 16.5 psf Live/Snow Load LL/S1.1'2 20.0 psf x 0.7 I x 0.45 14.0 psf 9.0'psf Total Load(Governing LC) TL 27.0 psf 25.5 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CO(Ce)(Ii)p9; Ce=0.9,Ct=1.1,Is=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+5 1.15 1.00 0.66 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR _ Shear Stress 30 psi 1.2 ft. 155 psi 0.19 Bending(+)Stress 526 psi 5.8 ft. 1504 psi 0.35 (Governs) Bending(-)Stress _ -53 psi 1.2 ft. _ -998 psi 0.05 Total Load Deflection 0.23 in. 1 1/554 - 5.7 ft. 1.07 in. I 1/120 0.22 - LOAD ITEMIZATION - MP1,2 • PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) -.-s- ' _ 0.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load Material Load Roof Category Description MP1,2 _ Existing Roofing,Material - ,.. . - Comp Roof .. " (2 Layers) 5.0 psf Re-Roof No Underlayment _" .' Roofing Paper _ 0.5 psf Plywood Sheathing No Board-Sheathing - Solid-Sheathing - - 2.3 psf Rafter Size and Spacing 2 x 6 @ 16 in.O.C. 1.7 psf Vaulted Ceiling — No . Miscellaneous Miscellaneous Items 1.5 psf Total Roof Dead Load - 11 psf(MP1,2) 11.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L° 20.0 psf Table 4-1 Member Tributary Area _ Al < 200 sf " Roof Slope 8/12 Tributary Area.Reduction - R1 1 Section 4.9 ' Sloped Roof Reduction R2 0.825 Section 4.9 Reduced Roof Live Load Lr L= Lo(R1)(R2) Equation 4-2 Reduced Roof Live Load Lr 16.5 psf(MP1,2) 16.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load pg 20.0 psf ASCE Table 7-1 I Snow Load Reductions Allowed? • ' Yes I Effective Roof Slope 32° rl Horiz, Distance from Eve to Ridge • W 12.9 ft Snow Importance Factor I, 1.0 Table 1.5-2 Snow Exposure Factor - " Ce FullyExposed 0.9 Table 7-2 Snow Thermal Factor 4 Structures kept just above freezing 1 Table 7-3 Minimum Flat Roof Snow Load(w/' ' pfmln 14.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge)' - Flat Roof Snow Load Pr pf= 0.7(C5)(C� (I) pg; pf>_ pf-min Eq: 7.3-1 14.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof Cs-roof All Othei OSurfaces Figure 7-2 Design Roof Snow Load Over Ps-root= (Cs-root)Pr ASCE Eq:7.4-1 Surrounding Roof Psroot 14.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Sl Surface Condition of PV Modules 4-p Unobstructed 00.6pery Surfaces Figure 7-2 Design Snow Load Over PV P,-prr= (Cs-p„)pt ASCE Eq: 7.4-1 Modules pip" 8.9 psf 450/0 • CCACCULATION OFF-DESIGN WIND CORDS-: MP1,2 _. . 1 Mounting Plane Information Roofing Material Comp Roof PV System Type - _ SolarCity'SleekMount'M _ Spanning Vents No Standoff(Attachment Hardware) '_ Comp Mount Type-C = Roof Slope 32° Rafter Spacing ' V • 16'O.C. - . . . ' " " Framing Type/Direction Y-Y Rafters Purlin Spacing .. X-X,Purlins Only__ . • .. " • NA _ , - Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only- • - . . NA- , V Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria . Wind Design Code ASCE 7-05 Wind Design Method. - -- . Partially/Fully Enclosed Method, '. Basic Wind Speed V 120 mph Fig. 6-1 Exposure Category - - C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h , 15 ft • - Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 - Table 6-3 Topographic Factor. , - Kn." " ' 1.00 ' . - 'Section 6.5.7 . Wind Directionality Factor _ Kd 0.85 Table 6-4 Importance Factor • I , • 1.0 Table 6-1 " Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf Wind Pressure Ext. Pressure Coefficient(Up) 'GC°rum -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC°(Down) " 0.88 ' Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC°) Equation 6-22 Wind Pressure Up Pcu°) -25.3 psf Wind Pressure Down P(downl 23.3 Ps - ALLOWABLE STANDOFF SPACINGS.` V X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever " - Landscape 24" . NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib - ' - , . ' 17 sf - _ PV Assembly Dead Load W-PV 3.0 psf Net Wind Upliftt at Standoff - ""T-actual -412 lbs . • Uplift Capacity of Standoff 500 lbs StandoffDemand/Capacity ... . - DCR. V ' 82.5% ' X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Al o_wable.Cantilever- Portrait � 16" ^"NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area 'Trib, .14 sf - - - PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff ' T-actual. .. 343-lbs . Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity . ., ' V - DCR - 68.6% ' [STRUCTURE ANALYSIS.- LOADING SUMMARY AND MEMBER CHECK- MP3 - Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 5.51 ft Actual D . 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 _ A • 8.25 in.^2 Re-Roof No Span 4 S„ 7.56 in.^3 Plywood Sheathing _ - No • Span 5 . I, 20.80 in.^4 Board Sheathing Solid-Sheathing Total Span 6.67 ft TL Defi'n Limit 120 Vaulted Ceiling - - No - - PV 1 Start 0.83 ft- Wood Species - SPF _ Ceiling Finish 1/2"Gypsum Board PV 1 End 6.83 ft Wood Grade #2 Rafter Slope 30° • PV 2 Start Fb - 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full -PV 3 Start E 1400000_psi_ • Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 7/12 Initial Pitch Adjust Non-PV Areas PV Areas , Roof Dead Load DL 11.0 psf x 1.15 12.7 psf 12.7 psf PV Dead Load -- PV-DL - 3.0 psf x 1.15 3.5-psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow-Load LL/S1.1•2 20.0 psf - x 0.7 I x 0.47 s 14.0 psf 9.4 psf - Total Load(Governing LC) TL 26.7 psf 25.6 psf - Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Fgure 7-2] 2. pf=0.7(CO(C,.)(Is)P9; Ce=0.9,q=1.1,IS=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+S - 1.15 1.00 0.89 - 1.3 1.15 • Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR , Shear Stress 18 psi 1.2 ft. 155 psi 0.12 Bending(+)Stress- - 187 psi - 4.0 ft. 1504 psi 0.12 - (Governs) Bending(-)Stress -38 psi 1.2 ft. -1335 psi 0.03 Total Load Deflection 0.03 in. I L/2651. ' 4.0 ft. 0.64 in. I L/120 0.05 . - • LOAD ITEMIZATION - MP3 • . - - - - .' . PV System Load _ . PV Module Weight(psf) 2.5 psf • Hardware Assembly Weight(psf) . _ - 0.5 psf PV System Weight(psf) . - - 3.0 psf • Roof Dead Load , Material Load - Roof Category Description • MP3 Existing Roofing Material - Comp.Roof - (2 Layers)' • 5.0 psf - Re-Roof No Underlayment-` Roofing Paper . _ ' 0.5 psf Plywood Sheathing No Board Sheathing . " - -- • - ' Solid-Sheathing_ • - 2.3 psf Rafter Size and Spacing 2 x 6 @ 16 in. O.C: 1.7 psf Vaulted Ceiling. - No., - ._ Miscellaneous Miscellaneous Items 1.5 psf Total Roof Dead Load - 11 psf(MP3) - - 11.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf _ Table 4-1 Member Tributary Area- At < 200 sf Roof SlopeT 7/12 - Tributary Area Reduction - - . RI 1 . Section 4.9 Sloped Roof Reduction R2 0.85 _ Section 4.9 Reduced Roof Live Load - Lr ` _ Lr='t0(R1)(R2). - - Equation 4-2 Reduced Roof Live Load Lr 17 psf(MP3) 17.0 psf Reduced Ground/Roof Live/Snow Loads - Code Ground Snow Load p9 20.0 psf ASCE Table 7-1 1" Snow_Load Reductions Allowed? S - Yes - Effective Roof Slope 30° Horit. Distance from Eve to Ridge, -_. • W .. " . ' 8.9'ft , Snow Importance Factor Is 1.0 Table 1.5 2 Snow Exposure.Factor Ce Fully-9posed - Table 7-2 Snow Thermal Factor ' 4 Structures kept 1st above freezing Table 7-3 Minimum Flat Roof Snow Load(w / - • Rainn-on-Snow Surcharge) ` - ' P .,r-m'" 14.0 psf 7.3.4&7.10 Flat Roof Snow Load pr pr= 0.7(Ce) (4) (I) pg; pr>_ pf-min Eq: 7.3-1 14.0 psf 700/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roof- __ Surface Condition of Surrounding Roof CS-ropy All Other Surfaces Figure 7-2 Design Roof Snow Load Over Psr,o°r= (4-poor)Pr - ASCE Eq: 7.4-1 Surrounding Roof P�'o°f 14.0 psf _ 70% _ ASCE Design Sloped Roof Snow Load Over PV Modules - _ Surface Condition of PV Modules 4_pv Unobstructed OSI ppery Surfaces Figure 7-2 Design Snow Load Over PV - _ pgp„= (Cs-p„)pr ASCE Eq: 7.4-1 Modules. Pyo" 9.4 psi 47% LCALCULATION OF-DESIGN-WIND LOADS=MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT". Spanning Vents No Standoff'(Attachment Hardware) Comp Mount Tvoe C Roof Slope 300 Rafter Spacing " .. 16"O.C. Framing Type/Direction Y-Y Rafters Pullin Spaang , - X-X Purlins Only - NA .. Tile Reveal Tile Roofs Only NA Tile Attachment System ' . Tile Roofs Only NA- Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 1Nind Design Method Partially/Fully Enclosed Method - -_ Basic Wind Speed V 120 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.85 Table 6-3 Topographic Factor - Ka • 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 _ Table 6-1 . Velocity Pressure qh qh =0.00256(Kz)(Kzt) N (Kd) ^2)(I) Equation 6-15 26:6 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(un) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down)_ GCfl(pow„) 0.88 , Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(Gc) Equation 6-22 Wind Pressure Up Pram -25.3 psf Wind Pressure Down P(downl 23.3 psf ALLOWABLE STANDOFF SPACINGS - X-Direction Y-Direction Max Allowable Standoff Spacing Landscape . 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib — - 17 sf _ -. PV Assembly Dead Load W-PV 3.0 psf Net Wind_Uplift at Standoff T-actual - _ -412 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 82.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever Portrait . 16': = NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf - PV Assembly Dead LoadW-PV 3.0 psf Net Wind Uplift at Standoff. ". T-actual -343 lbs , Uplift Capacity of Standoff T-allow _ 500 lbs Standoff Demand/Capacity DCR . 68.5% ' " - (STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK- MP4,5 Member Properties Summary MP4,5 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 4.79 ft Actual D 3.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing-Material Comp Roof Span 3 A 5.25 in.^2 Re-Roof No Span 4 Sx 3.06 in.^3 Plywood Sheathing No Span 5 Ix 5.36 in.^4.. Board Sheathing Solid-Sheathing Total Span 5.95 ft TL Defi'n Limit 120 Vaulted Ceiling - No PV 1 Start 0.92 ft - Wood Species SPF - Ceiling Finish 1/2"Gypsum Board PV 1 End 5.83 ft Wood Grade #2 Rafter Slope ' 30° PV 2 Start - Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start _ E 1400000 psi - Bot Lat Bracing At Supports PV 3 End Emco 510000 psi Member Loading Summary Roof Pitch 7/12 Initial Pitch Adjust Non-PV Areas , PV Areas Roof Dead Load DL 10.0 psf x 1.15 11.5 psf 11.5 psf PV Dead Load PV-DL 3.0 psf' x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL/S1.1•2 20.0.psf x 0.77 I x 0.57 . 15.4 psf 11.4 psf Total Load(Governing LC) TL 26.9 psf 26.4 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Fgure 7-2] 2. pf=0.7(Ce)(C.)(Is)p9; C.=0.9,Cr=1.1,I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+ S 1.15 1.00 0.96 1.5 1.15 Member Analysis Results Summary Maximum Max Demand ©Location Capacity DCR Shear Stress 43 psi 1.2 ft. 155 psi 0.27 Bending(4-)Stress _ 525 psi - . 3.7 ft. - 1736 psi 0.30' (Governs) Bending(-)Stress -141 psi 1.2 ft. -1658 psi 0.09 Total Load Deflection 0.1 in. I L/696 3.6 ft. 0.55 in. I L/120 0.17 , • LOAD ITEMIZATION - MP4,5 _ PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf)" " 0.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load Material Load Roof Category Description MP4,5 Existing Roofing Material Comp Roof (2 Layers) 5.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing No Board Sheathing Solid Sheathing 2.3 psf Rafter Size and Spacing 2 x 4 @ 24 in.O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.5 psf Total Roof Dead Load 10 psf(MP4,5) 10.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf , . Roof Slope 7/12 Tributary Area Reduction - R1 1 Section 4.9 Sloped Roof Reduction R2 0.85 Section 4.9 Reduced Roof Live Load Lr 4=Lo(R1)(R2) Equation 4-2 Reduced Roof Live Load Lr 17 psf(MP4,5) 17.0 psf • Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load pg 20.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 30° Wiz. Distance from Eve to Ridge W 7.8 ft - Snow Importance Factor I, 1.0 Table 1.5-2 Snow Exposure Factor - Ce Fully Ex-posed Table 7-2 Snow Thermal Factor 4 Unheated 1.2 structures Table 7-3 Minimum Flat Roof Snow Load(w/ Pr15.4 psf 7.3.4&7.10 Rainon_Snow Surcharge) - _ Flat Roof Snow Load pf pf= 0.7(CJ (Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 15.4 psf 77% ASCE Design Sloped Roof Snow.Load Over Surrounding Roof Surface Condition of Surrounding Roof CS_ of All Othel 00urtaces roFigure 7-2 Design Roof Snow Load Over Ps-roof= (goof)pf ASCE Eq:7.4-1 Surrounding Roof Ps-roof 15.4 psf - 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules Cs-pv Unobstructed 0.7 SI ppery SurfacesFigure 7-2 Design Snow Load Over PV Ps-p„= (Cs-p„)p, ASCE Eq:7.4-1 Modules psp'r 11.3 psf 57% [CALCULATION OF DESIGN-WIND'LOADS=MP4,5 Mounting Plane Information Roofing Material Comp Roof PV System Type - SolarCity SleekMount'" Spanning Vents No Standoff(Attachment Hardware) ' Como Mount Tune C Roof Slope 30° Rafter Spacing 24"O.C. Framing Type/Direction Y-Y Rafters Purlin SparingX-X Purlins Only NA . Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design MethodPartially/Ful y Enclosed Method Basic Wind Speed V 120 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-116/CJD-14A/B Mean Roof Height . h 15 ft - Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.85 Table 6-3 Topographic Factor Ka 1.00 " Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance FactorI 1.0 _ Table 6-1 Velocity Pressure qh qh = 0.00256(1(z)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(u°) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCo(Down) 0.88 Fig.6-11B/C/D-14A%B Design Wind Pressure p p=qh(GCD) Equation 6-22 Wind Pressure Up Proof -25.3 psf Wind Pressure Down Pmown) 23.3 psf (ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 48" 39" Max Allowable Cantilever Landscape24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib13 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at_Standoff T-actual -309 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR61.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 24" 65" Max Allowable Cantilever Portrait 16" NA - Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 11 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -257 lbs Uplift Capacity of Standoff _ T-allow 500 lbs Standoff Demand/Capacity DCR 51.4% • Version#44.0 �o';SoIarCuty • April 28, 2015 Project/Job# 119498 RE: CERTIFICATION LETTER Project: Jr Residence 3275 S Harbor Rd Southold, NY 11971 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= 2010 Residential Code of NY State,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 120 mph, Exposure Category C -Ground Snow Load = 20 psf - MP1,2: Roof DL = 11 psf, Roof LL/SL= 16.5 psf(Non-PV Areas), Roof LL/SL=9 psf(PV Areas) - MP3: Roof DL= 11 psf, Roof LL/SL= 17 psf(Non-PV Areas), Roof LL/SL = 9.4 psf(PV Areas) - MP4,5: Roof DL = 10 psf, Roof LL/SL= 17 psf(Non-PV Areas), Roof LL/SL = 11.4 psf(PV Areas) • Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19994 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2010 Residential Code of NY State. Please contact me with any questions or concerns regarding this project. P.�Fi�F NEW y i. Sincerely, /0,4:O // .A Elaine A. Huang, P.E. Professional Engineer A T: 978.406.8921 to tY email: elaine@eahstructural.com \ZN ?/r 3055 Clearview Way San Mateo,CA 94402. r(650)638-1028 (888)SOL-CIT' \ 080806 c A:?ROG 243771.CA COLD 7108104 CO EC 8041,CT HIC 0632778,DC HIC 71101485.CC HIS%1101488,HI 01-20770,MA N 9OFE88lO ' OR CCD 180498,PA 077343.T):TOLD 27006.`NA CCL.SOLAHC'91907.0 2013 SoIa.Cit'r _ 0-W ae,..-- , ABBREVIATIONS ELECTRICAL.NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A RETAIN STORM WATER RUNOFF AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. - LY WITH ALL CODES OF PURSUANT TO CHAPTER 236 BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING NE. .` ARK STATE &TOWN CODES -OF THE TOWN CODE.:. DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN AS REQ&IRED AND CONDITIONS OF . 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, APPROVED AS-IE OPFSB FIRE GALV GALVANIZEDACK HAZARDA SIGNS PER ART.LL BE ED 0.17WARNING OF THE v DATE: 5 B.P.# 391/1 GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE , CND' GROUND • MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY 444:6708— FEE: ,D0 BY: OM HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. • NOTIFY BUILDING DEPARTMENT,AT I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL 765-1802 '8 AM TO 4 P FOR THE Imp CURRENT AT MAX POWER - COMPLY WITH ART. 250.97, 250.92(B).' _ FOLLOWING INSPECTIONS: Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER 1. FOUNDATION - TWO REQUIRED kVA• KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR OCCUPANCY OR FOR POURED CONCRETE kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC USE IS UNLAWFUL 2. ROUGH - FRAMING & PLUMBING LBW LOAD BEARING. WALL DISCONNECTING MEANS PER ART. 690.31(E). 3. INSULATION MIN MINIMUM 8. . ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY WITHOUT CERTIFICATE 4. FINAL -,CONSTRUCTION MUST NEUT NEUTRAL UL LISTING. BE COMPLETE FOR C.O. NTS NOT TO SCALE ' 9. MODULE FRAMES SHALL BE GROUNDED AT THE OF OCCUPANCY ALL CONSTRUCTION SHALL MEET THE OC ON CENTER UL—LISTED LOCATION PROVIDED: BY THE• REQUIREMENTS OF THE CODES OF NEW PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING YORK STATE. NOT RESPONSIBLE FOR P01 POINT OF INTERCONNECTION HARDWARE. DESIGN OR CONSTRUCTION ERRORS. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE ELECTRICAL SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL INSPECTION REQUIRED 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 ,47-1k1V .5 . PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT r, ,,*: /, ;4., / � PV2 SITE PLAN �' \ �� `g PV3 STRUCTURAL VIEWS 'r .4 PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES .--, 0 PV5 THREE LINE DIAGRAM ' \ Cutsheets Attached \ 0 .1• . ALL WORK SHALL COMPLY WITH THE 2010 f • R.C.N.Y.S. , �:.. ti 2. ALL ELECTRICAL WORK SHALL COMPLY WITH 1.;\\,_ q'- THE 2008 NATIONAL ELECTRIC CODE. .'_ tr.yr. '.{ -. \irc „(+yam! MODULE GROUNDING METHOD: * - }" �5 AHJ: Southold Town _ > ,REV BY DATE COMMENT 1 ` t` ��DATE COMMENTS UTILITY: PSE&G-Long Island (Public Service Electric - ,, r ` y" ©©© lg & Gas Co.) �'YcalGlobe, New York GIS, USDA Farm Ser09 vice Agency ©©® * CONFIDENTIAL- THE INFORMATION HEREIN JOB,NUMBER J13-119498. O O PREMISE OWNER: DESCRIPTION: DESIGN: �� JR, WILLIAM BLANCHARD JR RESIDENCE ` i,,SOI IU L I . CONTAINED SHALL NOT BE USED FOR THE Kyle Lanza NN , NOR IBENEFITOf ANYONE EXCEPT ALL I BE DISCLOSED IN IMIROI£ORaTY CIN M�am SYSTEM: 3275 S HARBOR RD 7.8 KW PV ARRAY - i- �. PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount T .e C _ ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES SOUTHOLD, NY 11971 TMK OWNER:* ,055 a ,. THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PD05.18 - rtVWIN: * PAGE NAYS SfIEEL REY. DATE Sen Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER ' T:(650)638-1028 F:(650)638-1029 PERMISSION Of SOLARaTY INC. SOLAREDGE SE7600A—US002SNU2 6317650028 COVER SHEET PV 1 4/28/2015 (888)—SOL-aTr(765-2489)...,.eoI�lty. / , ' PITCH: 32 ARRAY PITCH:32 MP1 AZIMUTH:210 ARRAY AZIMUTH:210 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 32 ARRAY PITCH:32 MP2 AZIMUTH:30 ARRAY AZIMUTH:30 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP3 AZIMUTH:120 ARRAY AZIMUTH: 120 © MATERIAL:Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 111. MP4 AZIMUTH:210 ARRAY AZIMUTH:210 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP5 AZIMUTH:30 ARRAY AZIMUTH:30 litsiciliiii. MATERIAL:Comp Shingle STORY: 1 Story • 2 , r. 111: . 10• ' in o o 0 c 1111(1111111 LEGEND I B' O (E) UTILITY METER & WARNING LABEL o 0 M 9 E ® INVERTER W/ INTEGRATED DC DISCO . �) - T. - - T. & WARNING LABELS e e—e_ ZdW . ii DC DISCONNECT & WARNING LABELS ®_. 0 0 0 0 0 / ® AC DISCONNECT & WARNING LABELS \ ' I • ■ 0 DC JUNCTION/COMBINER BOX & LABELS ._. ._ _-� -tee o 0 AC 1 AC 0 0 0 o Front Of House _— , 0° DISTRIBUTION PANEL & LABELS I� -- ' 0 0 0 0 0 0 LOAD CENTER & WARNING LABELS 412) 0 0 0 0 ---- O DEDICATED PV SYSTEM METER 0 0 o 0 o pF NE{gi'`. MP1 /4' Y ' 0 STANDOFF LOCATIONS `-' �4" 4 A• 144_ \ CONDUIT RUN ON EXTERIOR A 4* ''',I- �0 *��� --- CONDUIT RUN ON INTERIOR �: GATE/FENCE w 0 HEAT PRODUCING VENTS ARE RED w \ZA+ 1�_1' INTERIOR EQUIPMENT IS DASHED ' 9°41 �9�FE*76SSIONP�� SITE PLAN 164.0 Scale: 1/8" = V c. 0 1' 8' 16' •' W/' C7// //i 7/c ////.%/ CONFIDENTIAL— THE INFORMATION HERON JOB NUMBER J B-119498 00 PREMISE 0 DESp6P11ON—' DEM ``!� ■ CONTAINED SHALL NOT BE USED FOR THE JR, WILLIAM BLANCHARD ;. JR RESIDENCE Kyle Lanza —�„SOlarCit�/. BENEFIT OF ANYONE EXCEPT SOLARgTY INC., MOUNTING SYSTEIk as NOR SHALL,IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 3275 S HARBOR RD 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: SOU TH OLD N Y 11971 ORGANIZATION, EXCEPT IN CONNECTION YAM 3055 gearvb■Way THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PD05.18 PA( NAME SHEET PER DAR San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN aVER/Bt T:(650)638-1028 F:(650)638-1029 PERMISSION OF SMARMY INC SOLAREDGE # SE7600A—US002SNU2 6317650028 SITE PLAN PV 2 4/28/2015 (888-SOL-0TY(765-2489).r..soiaraity.com • 0 0(rF; /2 i �pF NEIyy�\ / 491 4.0 l'\ . 0 . �.� �:. 4" e �I 4 _9 � z : *\, to ; _ o� 4 _10 ,``o ososos 4 , 1'— (E) LBW \\C'FESSIONP% 1 — (E) LBW 0E ED.SIDE VIEW OF MP5 NTS SIDE VIEW OF MP4 NTS M P5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES M P4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 24" STAGGERED LANDSCAPE 48" 24" STAGGERED PORTRAIT 24" 16" PORTRAIT 24" 16" ROOF AZI 30 PITCH 30 RAFTER 2x4 @ 24" OC ARRAY AZI 30 PITCH 30 STORIES: 1 RAFTER 2x4 @ 24" OC ARRAY AZI 210 PITCH 30 ROOF AZI 210 PITCH 30 STORIES: 1 C.J. None @24" OC Comp Shingle C.J. None @24"-OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER& F ENDER WASHERSLOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT41 . ' ZEP ARRAY SKIRT (6) HOLE.SEAL PILOT HOLE WITH (4) 6.. POLYURETHANE SEALANT.ZEP COMP MOUNT CANN. " ZEP FLASHING C 4„1„,,-.....=-7.0, �_ (3) INSERT FLASHING. - i' •'-1" (E) COMP. SHINGLE 'w i lm E PLACE MOUNT. 1'-.', (E) LBW. (E) ROOF DECKING VALS11111111.11 INSTALL LAG BOLT WITH SIDE VIEW OF MP2 NTS . 5/16" DIA STAINLESS, (5) (5) SEALING WASHER. _.B.) .. - STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH - - WITH SEALING WASHER (6) MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) BOLT & WASHERS. LANDSCAPE 64" 24" STAGGERED (E) RAFTER 0. STANDOFF � PORTRAIT 32" 16" RAFTER 2x6 @ 16 OC ROOF AZI 30 PITCH 32 STORIES: 1 ARRAY AZI 30 PITCH 32 Scale: 1 1/2" = 1' C.J. 2x6 @16" OC - Comp Shingle CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: B-119498 00 PREMISEOMR DESCRIPTION: oEgar `U}� ' r�'� . CONTAINED SHALL NOT BE USED FOR THE JR, WILLIAM BLANCHARD JR RESIDENCE Kyle Lanza Oa BENEFIT OF y YSTEM NOR SHALL ITBE DISCLOSED INYONE EXCEPT ORCITY CIN MCompG sMou 3275 S HARBOR RD 7.8 KW PV ARRAY ���� Comp Mount Type C ORPAGANIZATION, TOIZ OTHERSN, OUTSIDE THE RECIPIECONNECTION rS WITH MODULES. SOUTHOLD, NY 11971 - ORGANIZATION,EXCEPT IN CONNECTION MATH - 3055 Marvin/Way THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PD05.18 PAGE NAME: SHEET: �, DATE San Mateo,CA 94402 SOI.ARSIO EOUIPMENT, WITHOUT THE WRITTENiut . T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE7600A—US002SNU2 6317650028 STRUCTURAL VIEWS PV 3 4/28/2015 (888)-SOL-art(765-2489)....ealacIty.�, C$H1114 • n ` 1'—•Ill (E) LBW ��OF NEW y�� kQ' N, A. No 0,9\ A) SIDE VIEW OF MP1 NTS *, O *'' . MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 71\4:717<'6'--19.-17°91.::8,S6.9-001A___14_t2.1:(: ',/ - LANDSCAPE 64" - 24" STAGGERED .sPORTRAIT 32" 16" \RAFTER 2x6 @ 16" OC ROOF AZI 210 PITCH 32STORIES: 1 ARRAY AZI 210 PITCH 32 C.]. 2x6 @16" OC Comp Shingle ' '- e ,,,, 1"I'11"1111 I I I I' , 4" # 5'-6" gI 1'— 1 (E) LBW- .. ' SIDE VIEW OF MP3 NTS Or, MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES . LANDSCAPE 64" 24" STAGGERED PORTRAIT 32" 16" - RAFTER 2x6 @ 16 OC ROOF AZI 120 PITCH 30 STORIES: 1 ' ARRAY AZI 120 PITCH 30 C.1 2x6 @16" OC Comp Shingle • CONFIDENTIAL– THE INFORMATION HERON JOB NUMBER J B-119 4 9 8 00 O SSE OWNER DESCRIPTION: . DESIGK CONTAINED MALL NOT BE USED FOR THE JR, WILLIAM BLANCHARD JR RESIDENCE Kyle Lanza a`,}i,',SOlarC■�ty. • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SySTEtk �'�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp .Mount Type C 3275 S HARBOR RD 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE 1HE RECIPIENTS ' "MS: SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 aeary ei Way THE SALE AND USE OF NE RESPECTIVE (30) TRINA SOLAR # TSM-260PD05.18 - SOLARCITY'EOUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV. DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. T:(650)638-1028 F:(650)638-1029 SOLAREDGE # SE7600A-US002SNU2 6317650028 STRUCTURAL VIEWS PV 3 4/28/2015 (888)-Sot-arr(765-2489)•...eolarcky.aom. UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HERON JOB NUMBER JB-119498 0 0 PREMISE OWNER: DESCRIPTIOR DEEIGN NNk1i CONTAINED SHALL NOT BE USED FOR THE JR, WILLIAM BLANCHARD JR RESIDENCE Kyle Lanza -;r.SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ••� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 3275 S HARBOR RD 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTSMoo�Es SOUTHOLD, NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Oevvlew Way THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PD05.18 PAGE NAME SHEET; REY. DATE son Mateo CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN UPLIFT CALCULATIONS T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE7600A—US002SNU2 6317650028 PV 4 4 28 2015 (888)—SOL—CITY(765-2489)wew.eolarclty. GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number: Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE # SE7600A-US002SNU2 LABEL: A -(30)TRINA SOLAR TSM-260PD05.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number 63129030 Tie-In: Supply Side Connection Inverter; 7600W, 240V, 97.5%; w Unifed Disco and ZB, AFC! PV Module; 260W, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V . Underground Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 - Isc AND Imp ARE SHOWN IN THE DC STRINGS IDEN11FIER (E 100A MAIN SERVICE PANEL - SolarCity E) 100A/2P MAIN CIRCUIT BREAKER Inverter 1 ' (E) WIRING CUTLER-HAMMER Disconnect CUTLER-HAMMER ' A 1 © •Disconnect-- 5O SOLAREDGE 9 DC, MP1,MP2: 1x15 'B 1.0A SE7600A-US002SNU2 A r°,1 /� /� 4 EGC J A r �(-1 1 C I I, L1 1 v• - TJ DC. I ` 100A/2P B _ I I \•0 �- N �_ DC____I 1 Q3 2 _ \ E) LOADS No� _ ____�GNo�_ v T .� DC+ n '. P2,MP3,MP4,MP., (.1.0:if. v -1-. .-- _i ❑u �.� EG G / 1x15 1 � ( GN0 I----EGC- - ---�---- ---- J (1)Canduit Kit; 3/4'EMT , I . N I • J i - z-g I . T • GEC • TO 120/240V SINGLE PHASE I U11UTY SERVICE - 1 - I EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP PoTT 1 Ground Rod; 5/8''x 8', Copper B -(1)CUTLER-HAMMER /DG222NR8 /� A (1)SdaratYY/4 STRING JUNCTION BOX DC +��2�ILSCO!IPC 4/0 /6 Disconnect; 60A 24oVac, Fusible, NEMA 3R /-� 2x2 SIlMGS, UNFUSED,GROUNDED Insulation Piercing Connector, Main 4/0-4, Tap 6-14 -(1)CURER-HAMMER DG100N8 -(30)SOLAREDGE 300-2NA4AZS SSC-SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE lassGround/NeutralRseInt ,60-100A General Duty(DG) PV"I AS SERVICE EQUIPMENT AND SHALL BE RATED'PER NEC. -(1)Ca RAMMER DS16FK PowerBox thnizer, 300W, H4,DC to DC, ZEP -(2)FERRAZ SHAWMUT#TR4OR PV BACKFEED OCP Fuse; 40A, 250V, Class RK5 C L_(1)CUTLER-HAMMER i DG222URB • Disconnect; 60A,/240Vac, Non-Fusible,,NEMA 3R • -(1)Grou d/Neeuuttrral Kit;D600.100A, General Duty(DG) - (1)AWG /6, THWN-2, Black (1)AWG #8, THWN-2, Black (1)AWG/10, THWN-2, Black Voc* =500 VDC, Isc =15 ADC (2)AWG X10,PV Wire, 600V, Black - Voc* =500 VDC Isc =15 ADC • ©�-(1)AWG /6, 1HNN-2 Red O (1)AWG r8 DAN-2 Red O (1)AWG#10, THWN-2 Red Vmp =350 VDC Imp=11 ADC O (1)AWG�,Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC • (1)AWG/6, THWN-2, While NEUTRAL Vmp =240 VAC 'Imp=32 MC x '(1)AWG/10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 MC (1 AWG 0, THWN-2, Green EGC -.(1)AWG/6, Solid Bare Capper GEC -(1)Conduit Kit 3/4'ETAT -(1)AWG I. THWN-2 Green EGC/GEC-(1)Conduit Kit 3/4'ENT L�am'"(1)AWG#10, T Y.?-2, Blade Voc* =500 VDC Isc =15 ADC (2)AWG/10,PV Wire,600V, Blade Voc* =500 VDC Isc =•15 ADC ®Ist-(1)AWG#10,,THWN-2, Red Vmp =350 VDC Imp=11 ADC' O i(1)AWG/6,Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC . LOLL(1)AWG p1.0,.THWN-2; Green EGC CONFIDENTIAL- THE INFORMATION HERON Joe NUMBER J B-119498 00 • PREMISE OWNER - DESIX2IPTION ° ` \fid, • CONTAINED SHALL NOT BE USED FOR THE JR, WILLIAM BLANCHARD JR RESIDENCE Kyle Lanza - 1 SolaiCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 3275 S HARBOR RD 7.8' KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULESSOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , 3055 aearvkw Way , THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PD05.18 PA( NAME : �y DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT,.WITHOUT THE WRITTEN NVERTER T:(650)638-1028 F:(650)638-1029 PERMISSION OF soLARaTY INC. SOLAREDGE. # SE7600A-US002SNU2 6317650028 THREE LINE DIAGRAM PV 5 4/28/2015 (1388)-SOL-CITY(765-2489).www.salarclty.cam ' • WARNING:PHOTOVOLTAIC POWER SOURCE Label Location Label Location: Label Location: (C)(CB) WARNING (AC)(POI) WARNING (DC) (INV) Per Code: Per Code: Per Code: NEC 690.31.G 3 ELECTRIC SHOCK HAZARD NEC 690.17.E NEC 690.35F ELECTRIC SHOCK HAZARD DO NOT TOUCH TERNJINALS THE DC CONDUCTORS OF THIS 690.35(F) Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC (DC)(INV) LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTER IS IN THE OPEN POSITION MAY BE ENERGIZED DISCONNECT Per Code: UNGROUNDED NEC 690.14.C.2 - Label Location: ' Label Location: PHOTOVOLTAIC POINT OF (POI) . MAXIMUM POWER-_ (DC) (INV) INTERCONNECTION Per Code: POINT CURRENT (Imp) A WHANING: ELECTRIC SHOCK Per Code: HAZARD. DO NOT TOUCH NEC 690.17.4; NEC 690.54 MAXIMUM POWER-_v NEC 690.53 TERMINALS.TERMINALS ON POINT VOLTAGE (Vmp) BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEMV MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE - SHORT-CIRCUITA DE-ENERGIZE BOTH SOURCE CURRENT(Isc)_ AND MAIN BREAKER. - PV POWER SOURCE MAXIMUM AC• A ' OPERATING CURRENT MAXIMUM AC Label Location: OPERATING VOLTAGE V WARNING (DC) (INV) Per Code. . - ELECTRIC SHOCK HAZARD NEC 690.5 C IF A GROUND FAULT IS INDICATED ( ) NORMALLY GROUNDED - Label Location: CONDUCTORS MAY BE CAUTION (P01) . UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per Code: SECOND SOURCE IS NEC 690.64 B.4 PHOTOVOLTAIC SYSTEM Label Location: WARNING (DC)(CB) _ - . ELECTRICAL SHOCK HAZARD Per Code: Label Location: • DO NOT TOUCH TERMINALS NEC 690.17(4) CAUTION (D)(POI) TERMINALS ON BOTH LINE AND Per Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM NEC 690 64 B 4 IN THE OPEN POSITION CIRCUIT IS BACKFED • DC VOLTAGE IS ALWAYS PRESENT WHEN - SOLAR MODULES ARE ' EXPOSED TO SUNLIGHT Label Location: WARNING (POI)- , Per Code: • Label Location: INVERNOUTPUTNEC 690.64.B 7 PHOTOVOLTAIC AC (AC)( ) CONNNR ECTIONNNOT RELOCATE � AC POI DO (AC):AC Disconnect Per Code: THIS OVERCURRENT (C): Conduit DISCONNECT NEC'690.14.C.2 DEVICE (CB):CB Combiner Box . � (D): Distribution Panel (DC): DC Disconnect . (IC): Interior Run Conduit _Label Location: - (INV): Inverter With Integrated DC Disconnect MAXIMUM AC '(AC) (POI) (LC): Load Center OPERATING CURRENT Per Code: . (M): Utility Meter MAXIMUM• AC v NEC 690.54 - (P01): Point of Interconnection OPERATING VOLTAGE CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR �%4 44 3055 aearview Way THE BENEFIT OF ANYONE EXCEPT SOLAROTY INC., NOR SHALL IT BE DISCLOSED ••- San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set - 4 � �. T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /�� �Ofa�' ° (888}SCL�fY(765-2489)www.sowrdty.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE _ • -_ -' KD 200-60 P_Series - ,' , ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS CE KY[lc ERa KD 200-60 P Series - Sl,ndirllTest Conditions(STC) Dimensions 65.43in►38s8infl-8in irC-;ow 119�r,,,,l(lime.25A.r,,u:ild,rcnrl,e•:i'u,,,,A,f 1.5 srec1,012' length/width/height (1662nImi990mmJ46mm) • KD24OGX-LPB KD245GX-LPB weight: 463Ibs(21.0kg) ' KD2,10GX-LPB KD2415GX-LPB CUTTING EDGE TECHNOLOGY �[f.. 240 245_ W Asa pioneer demonstrates in the-solar energy Y . - .29.8 29.8 v PACKAGING SPECIFICATIONS industry,Kyocera demonstrates leadership in the development of solar energy products-Kyocera's i' -8.06 I 8,23 A - Modules per pallet 20 Kaizen Philosophy,commitment to continuous Pallets per 53'container 36 r.improvement,is shown by repeatedly achieving V 36.9 36.9- v • ---.--�•' Pallet box dimensions 66.5461/39"76M14724in world record cell efficiencies. ) 8.59, - ': 8.91 _ A' " lengUywidr/height (1690mmi1010mm/1200mm) - • LP �a• +SJ=3 +51-3 % Pallet box weight 1050 lbs(480kg) .QUALITY BUILT IN I . - !Onllna Ope.linq Cel'T l npera0ne Londihons(i.0_T) .a. • (N stabilized,aesthetically pleasing black ,, x•,•• .eo AUCI ),:/..-Nrid,enc• . .:CYd617,r1ii,_17itx_0.(lir:, t. ,.5soce.tan' anodized frame T 45 45 y, °C • -Supported by major mounting structure q 1I1 t P: 172 176 W manufacturers • . ' ' t I. . . ,:, . . !IA Lima • Easily accessible grounding points on 3 v,� 26.7 - 26:8 V • r (_) •+ all four corners for fast installation11111 ?I• 6.45 6.58 A. �� STABILIZER 6AR F • Proven junction box technology with 12 AWG . li w� 33.7 33.7 V PV wire to work with transformerless inverters ![2.1.--4'------.::: ` `�". -, "" - r` `" 7 —.:—±7A-1: gg� 1I 6.95 Z21 A d_ • Quality locking MC4 plug-in connectors to ' provide safe and quick connections • mac.` 217.3 219:1•, w ; 41 RELIABLE - Temporal u'-e Coellic'erI s • Proven superior field.performance IP� , -0.46 . , .. 0.46• %pc, - 1 Tight power toleranceIII waw, 0.52 tf -0.52 9/4°C x 1 : SII • Only module manufacturer-to pass rigorous f-,.- 0`.0064` 0.0065-• VC 1 r l� ....— ;long-term testing performed by TUV Rheinland l v. -0.36 - -0:36 96N , >• � - I, ;i u�0.060�� - 0.060 . 96/°C 3 - QUALIFICATIONS AND CERTIFICATIONS, --• n Operating -40 to+90 -40 to+90 °C Temp. UL Listing C CU8 (2) 0 - - - - - - L.>✓,1 `a— QIGU-E173074 E Registered to 1509001-2000 - r - - -. g.E r NEC 2008 Compliant UL 1703,ISO 9001,and ISO 14001 series Ruse Rating 15 A /UL1703 Certified and R istered,UL Fire Safe Gass C CEC,FSEC V\k/ - _ _ u� 91e9 tY ' Maximum DC System voltage(Uy 600V ) Certified IEC61215 Ed 2 IEC61730 by JET . - a I ......\!....1., wt 1 C• Hailstone impact 1 in(25rnrt1)@'S1 mph(23mJs) r,pand.d Naw ot Grounding lam Frame Cross section aayrmm QUALIFIED FOR "BUY AMERICAN" •Subject to simulator measurement uncertainly ol.j•3%. KYOCERA reserves the right to Modify these specifications without notice- Manufactured in San Diego, California wARNJG.Read the lmUucton Legend NEC 2008 COMPUANT unual in its entirety prior to .Available Upon Request • UL 1703 LISTED 6 US A ® E handling,installing 8opera- OMOUNTING HOIES II DRAINAGE H OLES •GROUND SYM00l "9 Ky« a 5°w modules. 351n(9mm)' 35in(9mm) . ' Aill6i i . , CERTIFIED IEC61215 ED2 IEC61730 BY Tnot-zoo ' - 121511 - OUR VALUED PARTNER SOLAR by KYOCERA KYOCERA Solar,Inc. 800 223 0380 800 523 2329 la: www.kvoceras01a-.coin • SOIarCity Zep Solar pSolar Next-Level PV Mounting Technology SOIarCity I Zep Solar pSolar Next-Level PV Mounting Technology Zep System Components " • for composition shingle roofs - .. Ill t ..._ „,,,<-'"`,:Up-roof -1 .. r •- Interlock K y. sa ) _aoerd Zep 1 �, t :•.- s - _ �,, • \___Zel �te w l4oGda _ l- ---t Roof Attids,ent _ - - ,, Anay start U \ \,�� . 90C:° •Description �'1� / r PV mounting solution for composition shingle roofs \ `sc r0 • Works with all Z Compatible Modules 'Pe ^O r \ / o a Zep D� `` 'rL" I MP . • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modulesiii • Auto bonding UL-listed hardware creates structual and electrical bond �` LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 011 SpecificationsMounting Block to UL 2703 • Designed for pitched roofs ,• Installs in portrait and landscape orientations '� • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards ..1,\ �' k,,,,, � i• Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 ! lkVia ';, '� • Zep System bonding products are UL listed to UL 2703 V�Jr �4k • t =- • Engineered for spans up to 72”and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices - Ground Zep Array Skirt,Grip,End Caps DC Wire Clip . • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850.1172 Part Nos.500-0113,• - Part No.850-1448 ' Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ' ' ETL listed to UL 467 850-1467 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 dominant does not create any express warranty by Zap Solar or about its products or services.Zap 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 Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 - 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 solar ' • • = w solar ' • SolarEdge Power Optimizer N Module Add-On for North America — P300 / P350 / P400 • SolarEdge Power Optimizer 2 .. .. , S _ - - P300 P350 P400, . Module Add-On For North America F— S S J ((or 60KeII PV (for 7i-cell Pv, (for 96 cell PV modules) ,modules) modules) P300 / P350 / P400 Ci )INPUT .-' I Rated Input DC Power", 300 350 400 W O ... ............. ... .... .. Absolute Maximum Input Voltage(Voc at lowest temperature) , 48 60 80 Vdc . ,, - - MPPT.Operating Rarige 8-48 8-60 8-80 .". Vdc , - - Maximum ShortCircuit Current(Isc) 10 Adc , CC• - Maximum DC Input Current 12.5 Adc W Maximum Efficiency Weighted Efficiency99.5 _ ('' ',*� ` 988 % . . - Wervoltage Category II . I OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 'i "r , - O Maximum Output Current 15 Adc . Maximum Output Voltage 60 Vdc '� CL ' e OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) I • . •^`., y . pSafety Output Voltage per Power Optimizer I 1 1 Vdc ., •t� !•+y ` '� (STANDARD COMPLIANCE' ,. I EMC rt15 CI B IEC61000-6- IEC61000 • •, •Q • ... a..... .ass ..... ... ...... ... ... J FCC P 2: -6 3 •' ' Safety -1(class II safet)),U11741 ., •N. � ROSS - -....... .. Yes .. ... 1 • - _�I� !IN TALLATION SPECIFICATIONS - .. •. . I ' - - - Maximum Allowed System Voltage 1000 Vdc . _ .1. . , - - Dimensions WxLx H) 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in ` "- f. ., Weight(Includin cables) 95o/2.1 gr/16 •" Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double Insulated;Amphenol .'..t, _ ,, Output Wire Length 0.95/3.0 I. 1.2/3.9 m/h ., - id' Operating Temperature Range 40-i85/40-+185 " ;q'' , Protection Rating 1965/NEMA4 delave Huiity. 0-100 I. % '^Rated nc gm el the module.Mod.caw to.3%power,dd e..-..w<d. , ' - ,. - _ _ _ • PV SYSTEM.DESIGN USING A SOLAREDGE' THREE PHASE THREE PHASE { - - - - - ., INVERTER SINGLE PHASE d 208V - 480V " • PV power Optimization at the module-level - ,- r Minimum String Length(Power Optimizers) 8 10 18- ` Up to 25%more energy _' - • Maximum String length(Power Optimizers) 25 25 50 - , - _ r Maximum Power per String 5250 6000 .12750 "W Superior efficiency(99.5%) , _ - Parallel Strings of Different Lengths or Orientations Yes 'Mitigates all types of module Mismatch losses,from manufacturing tolerance to partial shading - ". ' — Flexible system design for maximum space utilization - - -, - - , ' —.Fast installation with a single bolt - - _ ' _ _ - .� , , .•• Next generation maintenance with module-level monitoring - • , . - . Module-level voltage shutdown for installer and firefighter safety;.,• - - - • n �_._ �._� ' CE el) USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge us • s f r w ,� -t. .i a 4,•[.. , V ..1 ul .g.,. - t I. i� .1 [)r _ THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions j i 41 1hit. "- ,, Imo,_'� '' - DIMENSIONS OF PV MODULE ELECTRICAL DATA®STC r °P unitmm1 t Peak Power Watts-P.ux(Wp) _..__r 245 - �'� -_� 250 255 260 • _ i `i.,Via_"_ 'Y 941 • Power Output Tolerance-PuAx(%) .^_ y •y _ ._� 0 *3_ -... ' ` ---F ,r 1 -�' - 7 EEE Tanamount1101004 3; . t ~ wxent I n(A) 820 THE wruE =Mc Voc(V) 37.8 _ 38.0 - - 38.1_ .,_•• 38,2 • ' I'i ' `as.. Short Circuit Current-Isc(A)- 8.75 8.79 _ 8.88 n..9.00•- -,•.. 7 I `Hsruurc HOLE 'N' .:-'` -- - -- - - M O D U L E __ Module Efficiency,m(%) i. 15.0 15.3 T� 14-3. I5.9` SIC:Irradiance 1000 W/m'Cell Temperature 25°C.Air Mass AMI.S according to EN 60904-3. j Typical efficiency reduction of 4.5%at 200 Wim'according to EN 60904-1 0b p p ' ( ELECTRICAL DATA O NOCT ' O w - R T - • Maximum Power-Puns(Wp)�� M1T.182"-_ ~� 186 ---190 -. ^^ 193 v Maximum Power Voltage-WI,(V) 27.6~ 28.0 28.1 28.3 MULTICRYSTALLINE MODULE • .e,3 ciaaeona HOU Maximum Power Current-1w.(A) - 6.59 6.65 6/4 6.84 i '� `. x /:•onxweosE A A Open Circuit Voltage(V)-Voc(V) u 35.1 35.2 35.3 35.4 WITH TRINAMOUNT FRAME ---1-----.2 , , Short Circuit Current(A)-Isc(A) 701 7.10 717 7.27 ^ NOCT:Irradiance at 800 Wim'Ambient Temperature 20°C.Wind Speed I m/s. ' ' 245-260W PD05.18 I 812 ► 180 Back View . POWER.OUTPUT RANGE MECHANICAL DATA Solar cells �- Multicrystalline 156 x 156 mm(6 inches) `L Fast and simple to install through dropIn mountingsolution - _- J P g Cell orientation 60 cells(6.l0) ' •�(�•� - v Module dimensions_- 1650•992•40 mm(6495 x39.05°1.57 inches) v ie Q„ .Weight._ Wi 21.3 kg 147.0 lbs)- MAXIMUM EFFICIENCY Glass N` y• i 3.2 mm(0.13 inches).High Transmission,AR Coated Tempered Glass A-A Backsheet White - ' -j `- Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with Tna nmoun}Groove � -Boz -'-IP 65 or IP 67 rated-' 00...+3% - I-V CURVES OF PV MODULE(245W) - Y - -•"•-•- __. _, , _tf4 Cables i"Photovoltaic Technology cable 4.0 mm'(0.006 inches'),- --- _---- -- Ia. Q 1200 mm(47.2 inches) POWER OUTPUT.GUARANTEE 9m-1a00w/n'T _ •! Fire Rating Type2 y _ 8.°1 800W/m'_ __.__ ` Highly reliable due to stringent quality control 6W ,m • -• Over 30 in-house tests(UV,TC,HF,and many more) „.5e As a leading global manufacturer �i �I • In-house testing goes well beyond certification requirements j 4•m=4 +/ f TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic { 7. 200w/m' 1f Nominal Operating Cell -'� --1 rOperational Temperature 40-+85°C • products,we' .close 3I W . Temperature(NOCT) 44°C(t2°C) ). .,• cooperation with our partners I. f _-.. _._ .____._._ _i -.-.,. Maximum System L 1000V DC(IEC) is critical to success. With local i om 1000 200 30.° 40. . Temperature Coefficient of Pm. -0.41%/°C Voltage 1000V DC(UL) presence around the globe,Trina is - Temperature Coefficient of Voc '-0.32%/°C )Max Series Fuse Rating 15A - able to provide exceptional serviceTemperature Coefficient ofisd i`0.05%/°C ' . . to each'customer in each-market Certified to withstand challenging environmental and supplement our innovative, conditions -. - reliable products with the backing ' • 2400 Pa wind load of Trina as a strong,bankable WARRANTY partner. Weare committed. • 5400 Pa snow load _ anship Warr-- tobuildingstrategic,mutually toyearrroductworkm..__ Warranty_ beneficial collaboration with - 25 year Linear Power Warranty 1 installers,developers,distributors (Please refer to product warranty for details) o . and other partners as the [ a backbone of our shared success in f-` - -' - ,...,_,,_:_,....--7.-.____,I CERTIFICATION i Ri driving Smart Energy Together ; LINEAR PERFORMANCE WARRANTY. PACKAGING CONFIGURATION 10 Year Product Warranty'•25 Year Linear Power Warranty co. spa E �`M`'odules per box:26 pieces �� . Trina Solar Limited -Y ( f r- _� www.trinasoior.COm 5100% i ip ISO • ! �i Lu _ rModuies per 40'container:728 pieces I Addlflogal value fromI coW�M - 0 90% Tdaa sOla�'s llneor LvanaIlty • CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. WAN 73, 02014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to N., Trinasolar 80% Trtnasolar change without notice. Smart Energy Together ' Smart Energy Together covet,- e Years 5 10 15 20 25 `' .-,.__,_._. _ __-. _II Trina standard Industry standard jfi • • r , • THE 1 ?namount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE I ELECTRICAL DATA 0 STC unit:mm' ! Peak Power Waifs-PMnx(Wp) 250 4 255 260 .' 265 :• - 941 p_ -_ - - • Power' Output Tolerance-PMwx(%) 0-+3 -� EtyTHE Tr'namount sox oe 5 -IMro(A) 8219 •'u"f'uh e-VOC(V)_ 38.0 38.1 38.2 - 38.3- - \wf.." : Short Circuit Current-lac(A)o 8.79 8.88 9.00 - -9.10 ti nsrufrs4 eoa _ Module Efficiency nm(%) •MODULE _ 1 ' STC:Irradiance 1000 W/m',Cell Temperature 25°C.Air Mass AM1.5 according to EN 60904-3. l-,.- ^A_w Ta, 1. Typical efficiency reduclion of 4.5%al 200 W/m'according 10 EN 60904-I. o .r--.... , _ :u" c ELECTRICAL DATA 0 NOCT i .---- 60 CELL Maximum Power-PMAx(Wp) 186 T �_ 190 = 193 197^` Maximum Power Voltage Vu.(V) 28.0 '28.1 28.3 28 4 MULTICRYSTALLINE MODULE - m- �� - f Maximum Power Current) r (A) 6.65 6.74 6.84 6.93 604]4ROexDN4 NOLf • - PD05.18 /' � A. A Open Circuit Voltage(V)-Voc(V) 35.2 • 35.3 35.4 35.5 WITH TRINAMOUNT FRAME - /'/// ` .Short Circuit Current(A)-Isc(A) __ 7.10 717 7.27 7..3s i - _4'/ N. NOCT:Irradiance at 800 W/m'Amblent Temperature 20°C.Wind Speed I m/s. 250-265W • I= 812 Tao ) •• Back view ) MECHANICAL DATA POWER OUTPUT RANGE - {{{ Sola cells. M0lficrystalline 156°156 mm(b i cher) _ 11 Cellorienfation -----f.60 cells _.�...___.-_....__.- ..__._.. - _.._..r Fastand simple to install through drop in mounting solution _..; �. . - Module dimensions ' 1650•992 x 40 mm(64.95•39.05•L57 inches) �f-L-- Weight 19 6 kg(149032:1;32,4i 43.12Ibs) 16•2%) v } 'Glass 3 2 mm(0.13 inches),High Transmission.AR Coated Tempered Glass MAXIMUM EFFICIENCY - - -.r Backsheet - White, _--,. . A=A S Frame Black Anodized Aluminium Alloy Good aesthetics for residential applications - _ • , .: = --'^ ` \/� J-Box y IP 65 or IP 67 rated Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), 1200 mm(47.2 inches) . I-V CURVES OF PV MODULE(260W) kk Connector H4 Amphenol -- -� POSITIVE POWER TOLERANCE ,om I L_n_.. __-- .A �_m._ , R.a s000w/m' ' ' , (Fire Type UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control axeQ._01 , ,m, • - • Over 30 in-house tests(UV,TC,HF,and many more) r'00 As a leading global manufacturer • In testing goes well beyond certification requirements 6.00 �w/m' TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic • PID resistant Ss00 - ~ OperafiondlTemperature -4 0=+85°CNominal Operating Cell Products.we believe close °00 4w/m• 44°C(±2°C) • . .Temperature(NOCT) cooperation with our partners 3.00 .------- _-.-3,-....-.-. --.._i._.. .......... Maximum System 1000V DC(IEC) is critical to success. With local • ) coo -'°°w/r.' _ 5-- , Temperature Coefficient of Pwv -0.41%/°C Voltage I000V DC(UL) , presence around the globe,Trina is - ''0° 11 ' • Temperature Coefficient of Von -0.325/°C 'Max Series Fuse Rating 15A able to provide exceptional service - 0.°e o o s- 30 40 50 Temperature Coefficient of lox i 0.055/°C to each customer in each market Certified to withstand challenging environmental , and supplement our innovative. F•� Conditions f• 0�' , reliable products with the backing `1��' • 2400 Pa wind load - • of Trina as a strong,bankable • • 5400 Pa snow load WARRANTY partner: We are committed 10ear Product Workmanship Warranty , 1 _ to building strategic,mutually CERTIFICATION y _r___..__._ beneficial collaboration with �� 25 year Linear Power Warranty Y installers,developers,distributors II '?.i coos G• (Pledse refer to productworrdnly for details) and other partners as the p�� 1°'F° `' �' - N backbone of our shared success in ;'._ .... "-""""""-...._,,.`--" .... W' i���+'�� ISO n ' driving Smart Energy Together {L I ' ' LINEAR PERFORMANCE WARRANTY*. L•_,,,J LeiwJ PACKAGING CONFIGURATION o S ' COMPILxfM .- µ.n.0 .._.._.� ....-�..-..�. 10 Year Product Warranty •25 Year Linear.Power WarrantyModules per box:26 pieces w , - Irina Solar limited - - ._-..-__._' - ______ - , • www.trinasolaccom Modules per 40'container 728 pieces H 100% o AddNloflal value horh i ! . . ) it 90% _ nfla..lays p r . - dear pia... CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. pow4T Sj a y .2015 Trina Solar Limited.All rights reserved.Specifications included in this dalasheel ore subject to J'3 �c. Trtnasolar e� Trinasolar change without noliae Smart Energy TogetherSmart Energy Together c ro Years 5 10 15 20 25 ony _•_.- .111 TP.!!-Vandard indusiryslandard _ F__-...." f •