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HomeMy WebLinkAbout39780-Z o�gUrFF�1�CpG Town of Southold 12/22/2015 P.O.Box 1179 °' 53095 Main Rd G44 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37974 Date: 12/22/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1700 N Parish Dr, Southold SCTM#: 473889 Sec/Block/Lot: 71.4-20 Subdivision: I Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/11/2015 pursuant to which Building Permit No. 39780 dated 5/18/2015 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Bridgen,Mark&Margot of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39780 07-01-2015 PLUMBERS CERTIFICATION DATED R Authorized Signature f ®.ASFOL'r�oTOWN OF SOUTHOLD �� oy BUILDING DEPARTMENT CO a TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39780 Date: 5/18/2015 Permission is hereby granted to: Bridgen, Mark & Margot 1700 N Parish Dr Southold, NY 11971 To: Installation of roof mounted solar panels as applied for. At premises located at: 1700 N Parish Dr, Southold SCTM # 473889 Sec/Block/Lot# 71.-1-20 Pursuant to application dated 5/11/2015 and approved by the Building Inspector. To expire on 11/16/2016. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Building'Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION OR 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 certifyinj that the solder used in system cont ins 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, 19 7) 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 cclnsent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing tote applicant. 1 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 builing$50.00,Additions to accessory wilding$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existin 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.)0 Date. �/7/1 New Construction: Old or Pre-existing Building: X check one) Location of Property: 00 C \SL,\ C c. �7ouA-V)dl House No. Street Hamlet Owner or Owners of Property: U1 �>n Suffolk County Tax Map No 1000, Section —7Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit., Applicant: C 1 rNU& QS Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 ,,00 A plicant Signature SO�jj�®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® aQ roger.riche rt(a-town.southoId.ny.us Southold,NY 11971-0959 ®lyC®UNTT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mark Bridgen Address: 1700 N. Parish Drive City: Southold St: New York Zip: 11971 Building Permit#: 39780 Section: 71 Block. 1 Lot- 20 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 A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 5.1 KW Roof Mounted Photovoltaic System To Include, 20- TSM 255 Panels, 20-Micro Inverters 3.6 KW Notes: Inspector Signature: a7 Date: July 1, 2015 Electrical 81 Compliance Form.xls f4f s 0 0 1'6 42 coumvi TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL . FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: DATE - INSPECTOR Ve 1 43.0 A,SolarCit . of DEC 2 1 2015 SL�JI I - ,1 i)(; I)EPT �y Project/Job# 119483 Permit#39780 Date of Installation: 06/26/2015 Date of Engineer's Inspection: 10/27/2015 RE: Installation Approval Letter Project: Bridgen Residence 1700 N Parish Dr Southold, NY 11971 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. Plans and calculations were stamped&signed with my professional engineer's seal. I certify that the work has been completed in accordance with 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, Paul Zacher, P.E. Professional Engineer T: 916.961.3960 x101 email: paul@pzse.com of NEIN �2 K. Zq Cp C n It W O 9136E�P631<iS 5• �� AROFESSIONP 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ HOC 233771,GA CSL E3 UU104,CO CG 6041,GT-tip;R£31771?GC HtO 71101466,M 1-112;11,01483,Fii CT C9T70,NIA HO 168572,,MD h*11C 123948.NJ QVH061604,Cy) G£t<:C:3 S+3J4t v PA 07734:1?X}Dl F1:7006,'PA GCIL 8©i.F 5C`41w07�J;>61:i Sol:v C;Viy ASt eigh4.,r.curvrff s FIELD II�SI'E CSN S�E�OIx� A COMA, S W • FOUNDA.�'SOI�i(1ST} r r rr�rrM}ri}�w}rrr}rrirrYrr , FOUNDATION'(2ND) ® cn ROUGH FP. NI N'CF PLUMBING INSULATION PBA N.Y. H STATE ENM12OY OODF, r J • d ANAL z • d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST IWIL,LNING 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 South oldTown.NorthFo rk.net PERMIT NO. D� �® Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: �a�C MOkoc- P/CL,)C6 Disapproved a/c i�G UMay qe_k by 1170 o Phone: 5 " d��J" 97 B� Expiration 12 0 20 1 F C� I, 11 W E � Building Ins,ec r Di i PPLICATION FOR BUILDING PERMIT MAY 1 1 2015 Date 15/7/ 520 FLOG DEP( INSTRUCTIONS TOV41%A)f SOI:l1I0L —a.TITisTpp1"ica ion e 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 inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder CD�-Vcw-,Vac- Q. Name of owner of premises I"1CA \lJf Q� (As on t le tax roll or latest deed) If applicanfis a corpbration,-sigriature of duly authorized officer (Name and title of corporate officer) Builders License No. IE5' O'5- - 14 Plumbers License No. Electricians License No. 6 �?�3 l- M 1✓ Other Trade's License No. I. Location of land on which proposed work will be,done: r 1100 occ� �J House Number Street Hamlet County Tax Map No. 1000 Section Block Lot a(� 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 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work o mOVv1-� It (Description) 4. Estimated Cost 1� ,9��• �� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories—, _7F_ f'i h y. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Ou �Address_1`1-0X0 0• P2 'Phone No. 0-9-76S-%SO Name of Architect 1=ja Nine Addresst315 Keydall 'Phone No -I/0&-9q2-I Name of Contractor SO/GI c-(' Address Qa�C_ M� R�,y� Phone No. &V-&,�6- 99OG 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBER QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�C�C1�- � 01 0 _.___heing_di,ly,sivorn, deposes and says that(s)he is the applicant - -- (Name of individual signing contract) above named, 1 ,� (S)He is the { �C,VZ� / Co�kmco'( (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 contained in this application ai rue of and that the work will be performed in the manner set forth in the applicati n fil VAUVN4,8tate of New York No,09 M06308589 Qualified in Westchester Count Sworn to before me thisA Commission Ekpires July 2.8,20 1 day of I ka 20 Notary ubli Signature of Applicant S0�/ryo � 4 i ;f L' Telephone(631)765-1862 54375 M ' ; o I y (631)766-gg5Q2� P. .Box I�7 G Q roger.ncherttown.southo .ny.us M AY 16, NY 1 , 59 BUMDING DEPARTMENT TOWN OF SOUTHOLD � APPLICATIONI FOR ELECTRICAL INSEFECTION REQUESTED BY: Date: Company Name: Name: License No.: f Address: Phone No.: { JOBSITE INFORMATION: (*Indicates required information) *Name: _0a0-_ RrA *Address: , CfiC ( , so G C� 1 R-7 *Cross Street: i I *Phone No.: - ! Permit No.: 3 7� Tax-Map District: 1000 Section: `7 Block: Lot: *BRIEF DESCRIPTION OF WORK(P(ease Print Clearly) Roo�Yy1c)\,)vkk Sola,c PC,011 G, , (Please Circle All That Apply) Z& Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: ES/ NO ,ems Temp Information (if.needed) Service Size: 1 Phase 3Phasei 100 150 200 300; 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH�PPLICATION I f ► ���3� 82-Request for Inspection Form f � 0 0 i Scott A. Russell ,��°S"FRZx S 00))PILMWAT ER- 53099 Mn Road-SOUTH LD,NEN/YORK 11977 � � Town of Southold CHATRR 236 - STQ VORK SHEFT (TO BE C014LETED BY THE.APPLIC NT) - - ..........__..._....�.�_._.�..... . ._ . . - -- .......-- __............ _ i I7CDII 'XIM IPRO I gv()LVE ANY OF THE ]FOLLOWING: �a NO Kfi):'GtC.ALL THAT APPL'V A. Clearing, grubbing, grading or stripping of land which affects more '• than 5,000 square feet of ground surface. � B. Excavation or filling fi volving more than 200cubic yards-of material within any parcel or any contiguous area. , (� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E1:Ej D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. r E. Site preparation withi the one-hundred--year loodplain as depicted on FIRM M Map of anywatercourse. UPF. Installation of new-or resurfaced impervious kfaces of 1,00G square feet or more, unless prior approval of a Storm ater Management f Control Ilan was received by the Town and the proposal includes ' in--kind 'replacement ofj impervious surfaces. If you answered NO to all of the questions-i ove,$jori Complete the Applicant section below with your Name, Signature,Contact Infosrnau0n,Date & Co ty Tax Map Number! Chapter 236 does not apply to your prOject- If you ammered YES to one or more of the ova,please submit Two copies ora Warmwater]Management Control Plan axid a completed Aleck Mt Form to the Bud ding Vepartment wit9-7—ow Building ermft Application. i.0 _ DDamAP�� 1NT(PrWM Qwmr,Dmign ProhMMna1, ContrE to:Dtr, )- S.C.T.NI_ 000 NAME f6ca 9' NAME 501accl �ZL f a ) min u T— Section Block Lot �,"."' --••••�� FOR Biri1l,.Di_NCt DEPARTMENT USE ONLY �ixr tatormuiore �����'d 5- 0/9060 _ � Reviewed Py- 1 — •- - - - - - - - - - - - - - - -• — Date Property ^^A11ddrm/Location of Construction Work_ — — — — — — — — — — — — — — — 1-7 V 0 U,(>Q('1 ST �(�. Storm ved for processing Buinti of Permit. — — t� Stormwatcr Management Control Plan Not Required. ® Stormwater Magenxnt Control Plan is Required. (f=orward to Enf ineerino Depariment for Review.) FOR M " SMCP-TOS M A Y 2014 L /L # tilQtiE7. GI : ii 'tii-Rn-in SO�TyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA �r Southold,NY 11971-0959 �l� �OQ 1OUNTY,� July 8, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar Systems Erica Rios 923C Motor Pkwy Hauppauge, NY 11788 Re: Bridgen, 1700 North Parish Dr,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification by 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. (AII permits involving plumbing after 4/1/84) 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 — 39780 v Solar TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 1-700 ---VILLAGE DIST. SUB. LOT ZFORME R 0 R ACR. 6 74, S W TYPE OF BUILDING RES. /' I SEAS. VL. FARM COMM. CB. MICS. Mkt. Value ._ 61 1 — LAND IMP. TOTAL DATE REMARKS A ":p la- 0 0 Zf 00 6 Z 7 4 7. 4-/z Iq z:e AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total DOCK COLORW ' IV I°""4`,7 f� -� TRIM CEJ — a ..0^.. —.•xsua' 3 5..4�t._ Iq''"+' :;='ms s'°r' V ` •-w`eW Y.C'••r';''Cy,, .., Ksis �73 •,,,-.,,.,,anew ...� ._;u«E."....,�....�..'."`s�,,,f' .::a��,F....cm.�'v0....:.,F.�+'�'"".. � I + -> >���a-�..?e.»try —•a�ryhSw,.q"'e � .T C":•.".�"d-«n w.r- - � 3 ✓ ; V 3� - I I 1 rS SAS I M. Bldg. o 3 s Extension I Extension 7 k ' Extension Foundation g Bath j I Dinette Porch Basement 4— Floors Porch Ext. Walls O 6 p ..S� �r�ii Interior Finish � j LR, i I Breezeway /V x I Fire Place' Heat til : DR. Garage g w _ 41 F X v D Type Roo{ _ Rooms, 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B 0. B. I Dormer Driveway _ �'. 4 I e rt Total . r ACC CERTIFICATE OF LIABILITY INSURANCE DA09103/120142014 TE /YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 PHONEExtI8 (AC. No); CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# 996301-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 IN(6 0)963-5100 INSURER B:Liberty Insurance Corporation 42404 SolarClty Corporation INSURER C:N/A N/A 3055 Clearview Way INSURERD: San Mateo,CA 94402 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 ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DD//YYW MMIDDIYY Y LIMITS A GENERAL LIABILITY 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) $ CLAIMS-MADEXI OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER, PRODUCTS-COMP/OP AGG $ 2,000,000 JFGT X POLICY X PRO- LOC Deductible $ 25,000 A AUTOMOBILE LIABILITY AS2-661-066265-044 0910112014 09101/2015 COEaMBINED ccidentSINGLE LIMIT 1,000,000 a X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED tP BODILY INJURY(Per accident)AUTOS AUTOS ( ) $ NON-OWNED PROPERTY DAMAGE X HIREDAUTOS X AUTOS Per accident $ X Phys.Damage COMP/COLL DED: $ $1,000/$1,000 B X UMBRELLA LU►8 X OCCUR TH7-661-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 10,000,000 EXCESS LIAS CLAIMS-MADE AGGREGATE $ 10,000,000 DED TXTRETENTION$10,000 $ B WORKERS COMPENSATION WA7-661)-066265.024 09/01/2014 09101/2015 X I VvC sTATU- 0TH- AND EMPLOYERS'LIABILITY BANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WC7-661-066265-034(WI) 09/01/2014 09/01/2015 1,000,000 B OFFICER/MEMBER EXCLUDED? N/A WC DEDUCTIBLE$350,000' E L EACH ACCIDENT $ (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe 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 apace 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 Charles Marmolejo ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (650)963-5100 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, Le., a Wrap-Up ld.Federal Employer Identification Number of Insured Policy) 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) Liberty Insurance Corporation 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 ❑ included. (Only check box if all partners/officers included) j X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "Y insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also note the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (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 Licenp OC12887 (P'nt 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, LICENSING&CONSUMER AFFAIRS MASTER ELECTRICIAN .�•�� �-atm � JASON KANE This certirms Mat the mmism bearer is duly SOLAR CITY CORP. faeensed by the County cfSuftolK `�""�°" 51331-ME 03n9=13 03/01!2917 SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS HOME IMPROVEMENT CONTRACTOR SHAUN E CHAPMAN ThIs "Wthe cuzftnmm bearer Is duly SOLAR CITY ORATION !ice by the Courtly of Suffolk "�"' op•�o 52057-H 08�t13 3,� -2 ,�o �= Version#43.0 �;'� solarCit �f June 4,2015 Project/Job# 119483 RE: CERTIFICATION LETTER Project: Bridgen Residence 1700 N Parish Dr 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 D -Ground Snow Load = 20 psf - MPI: Roof DL= 10 psf, Roof LL/SL= 15 psf(Non-PV Areas), Roof LL/SL= 6.4 psf(PV Areas) - MP5: Roof DL= 10 psf, Roof LL/SL= 14.5 psf(Non-PV Areas), Roof LL/SL= 6.4 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. OF NSw K zq cy�op� Please contact me with any questions or concerns regarding this project. Paul Zacher, P.E. i w Professional Engineer T: 916.961.3960 x101 email: paul@pzse.com �,o i91365I��lr� 3055 Clear-viewWay—SanMaters,CA,94i�02 (6t )638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com A2 ROO 243771,CA C$t.6 808164 COED 9041,CT HHC[;$3, t�t Hk�rc 71 j;14436 DC HIS 71101468.11!CT-29-170 L?A HK:16857?,4 D,U,H�C 128048,NJ 13VH0G1e0G00, OR OCU 1$004Z'e,FA C77-43 1 X T01 {7,006, A G^;L SOL ARC'91007 1,2015 5aiarG?y.All rights reser--d. 1 06.04.2015 @° ® I��I PV System Structural Version#43.0 solarCi Design Software PRO]ECT INFORMATION &TABLE OF.CONTENTS Project Name: °= Bridgen Residence' AHJ: Southold Town , Job Number: 119483 Bwlding Code: 2010 Residential Code of NY State Customer Name: ,-v Bridgen,WMa"rka w ; 'Based On: Address 1700 N Parish Dr ASCE Code: ASCE 7-05 CityJState: _ "Southold, fIVY Risk Ca�e og rytMII " - Zip Code 11971 Upgrades Req'd? No _ Latitude/Longitude: , ,41.050370._ µ ~� -72.407554 -x Stamp Re di Yes SC Office: Long Island PV Designer: Matt Morse Calculations: " --Ryan'AtWell � 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 VICINITY MAP _- i • s • 1700 N Parish Dr,Southold, NY 11971 Latitude:41.05037,Longitude:-72.407554,Exposure Category: D STRUCTURE ANALYSIS=L.OADINGRSU'MMARY AN'D MEMBER CHECK- MPi - _���__ ��# Member_Properties Summa' MPi Horizontal Member Spans". _ Rafter Pro erns e Overhang 0.16 ft Actual W 1.50" Roof S stem Pr'o"eines e" Span i 10:50,ft Actual D Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing MateriaLAj a Com Roof San 3' _ a A- - _ 8.25 in.^2 Re-Roof No Span 4 Sx 7.56 in A3 Plywood Sheathing Yes" " S an•S 1i _ ` 20.80kin.^4 Board Sheathing None Total Span 10.66 ft TL Defl'n Limit 120 Vaulted'Ceilin "` No PV.1'Start "" 1:83 ft_ 'Wood S`ecies ;SP.F` Ceiling Finish 1/2"Gypsum Board PV 1 End 9.83 ft Wood Grade #2 Rafter,Slope 37°. _ PV 2 Start _ Fb '875-- sl', Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat BracingFull, "-_ - PV 3=Start R E 1400000'psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary '_ RoofPitch _ 9/12-- Initial Pitch Adjust ­Non-PV-Areas� PV Areas' Roof Dead Load DL 10.0 psf x 1.25 12.5 psf 12.5 psf PV Dead Load „£ PV-DL 3.0 psf x,1.25 3.8 psf Roof Live Load RLL 20.0 psf x 0.75 15.0 psf Live/Snow Load - -"` LL SLl•Z' 20.O.psf x 0.52 x 0.32 10.4 psf 6.4 psf Total Load(Go7e"rni;g LC TL 22.9 psf 22.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(Is)p9; Ce Ct=Is=1.0 Member Design Summa erADS Governing Load Comb CD ;` _ CL-(+) CL - CF Cr D+S 1.15 1.00 1 0.55 1.3 1.15 Member Anal sisResults Summary. Maximum Max Demand @ Location Capacity' DCR Shear Stress 22 psi 0.2 ft. 155 psi 0.14 Bending + Stress" - ':661'" si` 5.4-ft: 1504' si_ 0.442 ' (Governs Bending - Stress -1 psi 0.2 ft. -833 psi 0.00 Total Load Deflection` 0:45-in. I Q354 5.4A ' 1.31.in. 120 0.34 Bendin + Stress 661 psi 5.4 ft 1504 psi 0.44 Pass Mounting Plane Information - Roofing Material Comp Roof PVSy_stemType _ SolaeCity"--SleekMountTm Spanning Vents No Standoff Attachment Hardware - ComoMount�Tvne CT - Roof Slope 370 Rafter,Spaeing .. F _-_..,. .- . ' Z' Framing Type DirectionY-Y Rafters Purlin Spacing _ X-X Purlins�Only _- " NA _ Tile Reveal Tile Roofs Only NA Tle Attachment System MTIe Roofs Only Standing Seam/Trap Spacing ~SM Seam Only NAu Wind Design Criteria-., Wind Design Code - ASCE 7-05 VliinuDesi `n Method _ _ 'Partially%Fully EnclosedwMethod Basic Wind Speed _ V _ 120 mph Fig. 6-1 Exposurere Categgry w ,_-.., ..�. .2 .w ... . __ - ti.. ... x. Section 5.5.6 3 ; Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht h 15 ft En Section 6.2 Wind Pressure-Calculation,Coefficients, Wind Pressure Exposure K� 1.03 Table 6-3 Topographic`Factor = Krt y 1.00 Section 6.5.7_ - Wind Directionality Factor Kd 0.85 Table 6-4 Imn ortance Factory I 777 Table 6-1 1.0- Velocity Pressure L qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 32.3 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient(Down)'! GC oowh' 0.88 Fig.6-116/C/D,14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -30:7 psf, Wind Pressure Down 28.3 psf F LLOWABtSTANDOFF='SPACINGS X-Direction' .` Y-Direction` Max Allowable Standoff Spacing_ _ R_- Landscape 48" 39" Max,Allowable Cantilever --E—B& _SNA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 13 sf " - PV Assembly Dead Load W-PV 3.0 psf . T; . _ - NetyllVinclxU'plift„at StandoffT actual _ -381 lbs Uplift Capacity of Standoff T-allow 500 Itis Standoff Demand i a aci ,DCR=.". 76.2% X-Direction• Y-Direction Max Allowable Stando"S acing Portrait 32" 65” Max Allowable Cantilever Portrait-: -13 Standoff Configuration Portrait Staggered Max Standoff Tributary,.Area,,,-,!,� - a._ . Tribe PV Assembly Dead Load W-PV 3.0 psf_ Not,Wind=Uplift at ,.-actual _.,.;. .,_ 3 -422 lbs Uplift Capacity of Standoff -allow 500 Ibs Standoff Demand Ca aci .:DCR 84.5% v (STRUCTURE ANALYSIS=LOADING'SUMMARY AND MEMBER CHECK MP5YT<f m� Member Properties SUmmary MPS Horizontal Member Spans--- Rafter Pro erties Overhang 1.66 ft Actual W 1.50" Roof stem Proerties":, _ S"an"1 7:43 ft 11, ''ActuaFD,� 15;50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A ==:r 8.25jn:^2 Re-Roof No Span 4 SX 7.56 in.^3 Plywood Sheathing ~• Yes San 5 = I 20:80 in.^4 Board Sheathing None Total Span 9.09 ft TL DefPn Limit 120 Vaulted Ceilin" `,.No F PV 1SStait' 1.50 ft__ °` Wood S ecies'" _ SPF Ceilinq Finish 1/2"Gypsum Board PV 1 End 8.58 ft Wood Grade #2 Rafter Sloe 380 tPVXStart Fb`R 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing = Full PV 3 Start e "E - 1400000 psi- Bot Lat Bracing I At Supports PV 3 End Emin 510000 psi Memberloading mary R Roof,Pitch. 10 12 Initial Pitch Adjust,, Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.27 12.7 psf 12.7 psf PV Dead Load-. PV-DL= '�3.0 psf x.1.27., 3.8 psf Roof Live Load RLL 20.0 psf x 0.73 14.5 psf U46/SnowLoad` ` LL SLl'2 20.0 psf x 0.51 1 x 0.32 10.2 psf 6.4 psf. Total Load(Governing LC TL 22.9 psf 22.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)pg; Ce=Ct=I5=1.0 _Member'Design Summa er NDS - Goveming Load Comb CD - CL + CL - I, CF - Cr D+S 1.15 1.00 0.73 1.3 1.15 Member Analysis Results:Sum'maty.'. Maximum Max Demand @ Location Ca aci DCR Shear Stress 21 psi 1.7 ft. 155 psi 0.14 Bendin° +`=Stress:. :302 'si. 5.61f. ..1504;"sib 0.20 , Governs Bending -)Stress -67 psi 1.7 ft. -1098 psi 0.06 Total Load,_Deflection _ 0.1#in. L/1109 . ` ,: 5.4 ft., 0.94.in., L/120 0:1-1-_, Bending + Stress 302 psi 5.6 ft 1504 psi 0.20 Pass r [CALCULATION OF-DESIGN WIND LOADS= M P5 ._ e_a Mounting PlaneInformation Roofing MaterialComp Roof PV System Type _ � - ��� - _ SolarCity SleekMountT"" Spanrnng Vents No Standoff_Attachment Hardware '"r- '" Come7ik6nfTvoe17 m" Roof Slope 380 Rafter�Spacing w � U- � i6"-O.C. � ._ Framing Type DirectionY-Y Rafters P.,urlin Spacing_ X=X�Purliris`OnIY - Tile Reveal Tile Roofs Only _ NA Tle Attachment System ,ori Nile Roofs,Onjy�„ Standing Searn/Trap Spacing SM Seam OnlyNA Wind Desi n Criteria Wind Design CodeASCE 7-05 Wind Design_MethodPartial Fu Enclosed Method Basic Wind Speed V 120 moh Fig. 6-1 Exposure Category Roof Style Gable Roof Fig 6-11B/C%D-14A/B Mean Roof Hei ht 25 ft' Section 6.2 Wind Pressure,Calculation Coefficients- , Wind Pressure Exposure KZ T_ 1.13 Table 6-3 Topographic Factor-, Krt 1.00 Section-6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im -oitance Factorf w"_ -- —1 11-1 1.0Table Velocity Pressure V :. qh 4h = 0.00256(35.3K t (Kd)(V^2)(I) Equation 6-15 Wind,Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Down) --0.88 Fig.-6-11B/C/D-14A/B Design Wind Pressure P p=qh (GC) Equation 6-22 Wind Pressure Up Pfup) -33.5 psf Wind Pressure Down 30.9 psf X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 48" - 39" Max Allowabl_e_Caritilev_er Landscaped 20 _ "NA- Standoff configuration Landscape Staggered sf PV Assembly Dead Load W-PV 3.0 psf _ - - =418 lbs Net Wind Uplift at Staridoff _ - T-actual, y Uplift Capacity of Standoff T-allow 500 lbs Standoff,Demand Ca aci DCR 83.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max-,Allowable,.Cantilev_er,. �..� � .. .s - $ _ v . APortrait >m 12''- _ NA Standoff Configuration Portrait Staggered Max_Standoff Tributary_Ar_ea= Trib- _ -_14'sf PV Assembly_Dead Load _ _ W-PV _ 3.0 psf Net Wirid:Uplifft at Standoff _ 4' �, _ T'aetuol ._ r 4641bs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca eci DCR - 92.8% ` ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. COMPLY WITH ALL CODES OF CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN NEW YORK STATE & TOWN CODES EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. _ AS REQUIRED (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING APPROVED A NOTED F EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, C FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE DAT : B B.P. GALV GALVANIZED HAZARDS PER ART. 690.17. AVN PIAN D GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE FEE' : GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY NOTIFY BUILDING DEPARTMENT AT HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 765-1802 8 AM TO 4 PM FOR THE P, rnp� I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL FOLLOWING INSPECTIONS: Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). 1. FOUNDATION- - TWO REQUIRED Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER FOR POURED CONCRETEiliq 11P �� ®� kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 2. ROUGH - FRAMING_ & PLUMBING kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 3. INSULATION. �� UNLAWFUL USE LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). 4. FINAL - CONSTRUCTION MUST ® 0������0��� MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN BE COMPLETE FOR CO. (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY ALL CONSTRUCTION SHALL MEET THE t� ITIf�lUT NEUT NEUTRAL UL LISTING. REQUIREMENTS OF THE CODES OF NEW OF OCCUPANCY NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE YORK STATE. NOT RESPONSIBLE FOR OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING DESIGN OR CONSTRUCTION ERRORS. . POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE RETAIN STORM WATER RUi1OFF SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL PURSUANT TO CHAPTER 236 STC STANDARD TESTING CONDITIONS ELECTRICAL OF THE TOWN CODE. TYP TYPICAL � 95CTIOP4' OWA�® UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VOLTAGE AT MAX V cp VOLTAGE AT OPENPOWER CIIRCUIT VICINITY MAP INDEX W WATTp, IV : N pa w Y t PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT 4 _�„ ^ ffr PV2 SITE PLAN �"� PV3 STRUCTURAL VIEWS s'4 PV4 THREE LINE DIAGRAM Cutsheets Attached LICENSE GENERAL NOTES = ae d � x ; .�`h 1. ALL WORK SHALL COMPLY WITH THE 2010 R.C.N.Y.S. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Southold Town r_ REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: PSE&G—Long Island (Public Service Electric r & Gas Co.) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER JB4 8 3 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT USED FOR THE BRIDGEN, MARK BRIDGEN RESIDENCE Matt Morse �\`t'S®larCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIEM: �.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1700 N PARISH DR 7.395 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: SOUTHOLD, NY 11971 TMK OWNER: THE SALE AND USE OF THE RESPECTIVE (29) TRINA SOLAR # TSM-255PDO5.18 # 3055 Ciearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T.-PAGE NAME. SHEET- REV' DATE' San T:(650)838-1028,CA 850838-1029 PERMISSION OF SOLARgTY INC. ABB PVI-3.0—OUTD—S—US—Z—A 6317659650 COVER SHEET PV 1 5/5/2015 (BBB)-SOL-CITY(785-2489)www.solarcityaam PITCH: 37 ARRAY PITCH:37 MPI AZIMUTH: 175 ARRAY AZIMUTH: 175 MATERIAL:Comp Shingle STORY: 1 Story ®F NEp�.y �P �E A•"h`j op PITCH: 15 ARRAY PITCH:15 �ZQ * MP3 AZIMUTH:175 ARRAY AZIMUTH: 175 MATERIAL:Comp Shingle STORY: 2 Stories o w PITCH: 38 ARRAY PITCH:38 Inv to MP4 AZIMUTH:85 ARRAY AZIMUTH:85 ip MATERIAL: Comp Shingle STORY: 2 Stories inv p 0606 PITCH: 38 ARRAY PITCH:38 ®FEsSypMP5 AZIMUTH:265 ARRAY AZIMUTH:265 MATERIAL:Comp Shingle STORY: 2 Stories o I� D10L=� Front Of House LEGEND Ga ` o V a �° Q (E) UTILITY METER & WARNING LABEL E a D Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DC DISCONNECT & WARNING LABELS 8 © AC DISCONNECT & WARNING LABELS (E)DRIVEWAY ; O DC JUNCTION/COMBINER BOX & LABELS O POOL Q DISTRIBUTION PANEL & LABELS MPl a Lc LOAD CENTER & WARNING LABELS R O DEDICATED PV SYSTEM METER STANDOFF LOCATIONS ® CONDUIT RUN ON EXTERIOR oo© CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_�J SITE PLAN N Scale:1/16" = 1' W E 01' 16' 32' S CONFIDENTIAL— THE INFORMATION HEREIN FERER PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THEJB-1 19483 00 BRIDGEN, MARK BRIDGEN RESIDENCE Matt Morse BENEFIT OF ANYONE EXCEPT SOLARCITY INC., M: ��P SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR INunt Type C 1700 N PARISH DR 7.395 KW PV ARRAY ►�� PART TO OTHERS OUTSIDE THE RECIPIENT'S SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE A SOLAR # TSM-255PD05.18 3055 Cleorview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DATE Son Mateo,CA 94402 PERMISSION OF SOLARCITY INC. 6317659650 T:(650)638-1028 F:(650)638-1029 —3.0—OUTD—S—US—Z—A SITE PLAN PV 2 5/5/2015 (888)—SOL—CITY(765-2489)www.solarcityoom S1 - S1 of NE�Y yte.�NE A. r 7'_5^ 01c ac - 10'-8" lu � 1 lu 2 (E) LBW (E) LBW Ap�®p9 d80605 P��� SIDE VIEW OF MP4 NTS SIDE VIEW OF MP1 NTs °Fess,oN D MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MPI X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 23" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 32" 14" PORTRAIT 32" 16" ROOF AZI 175 PITCH 37 RAFTER 2x6 @ 16" OC ROOF AZI 85 PITCH 38 STORIES: 2 RAFTER 2X6 @ 16"OC ARRAY AZI 175 PITCH 37 STORIES: 1 ARRAY AZI 85 PITCH 38 C.J. 2x8 @48"OC C.J. 2X6 @16" OC Com Shingle Comp Shingle P 9 PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS 1 LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT ( ) LOCATION, AND DRILL PILOT S 1 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. 7'-5" (E) COMP. SHINGLE (4) PLACE MOUNT. (E) LBW (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH SIDE VIEW OF MP5 NTS 5/16" DIA STAINLESS (5) SEALING WASHER. E STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES LEVELING FOOT WITH WITH SEALING WASHER C(6rI�TALL BOLT & WASHERS. MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) LANDSCAPE 64" 23" STAGGERED (E) RAFTER 1 STANDOFF PORTRAIT 32" 14" S 1 ARRAY AZI 265 PITCH 38 RAFTER 2x6 @ 16 OC ROOF AZI 265 PITCH 38 STORIES: 2 C.J. 2X6 @16" OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN J�NUMBER: JB-1 19483 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR HE BRIDGEN, MARK BRIDGEN RESIDENCE Matt Morse SO�a�C�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM. �� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1700 N PARISH DR 7.395 KW PV ARRAY A' PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: SOUTHOLD, NY 11971 THE SALE AND USE OF THE RESPECTIVE (29) TRINA SOLAR # TSM-255PDO5.18 3055 Clearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAMESHEEL' REV. DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. Nom' 631 7659650 PV 3 5/5/2015 886-(650)638-1028 F.(650)636-1029 ABB PVI-3.0—OUTD—S—US—Z—A STRUCTURAL VIEWS (888)—SOI www.solarcit.com ~ GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:Square D - Inv 1: DC Ungrounded INV 1-(1)ABBp PVI-3.0-OUTD—S-US-Z-A LBp A -( 9)TRINA SOLAR # TSM-255PDO5.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:58438002 Inv 2: DC Ungrounded FCI inverter, Zigbee 3000W, 24OV,8A69^ PV Module; 255W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP, 1000V Overhead Service Entrance INV 2-(1)ABB g PVI-3.D-OUTD-S-US-Z-A LpgE� B FCI inverter, Zigbee 30DOW, 24OV,86%- Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E) 20OA/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! (E) WIRING CUTLER-HAMMER BRYANT Inverter 1 PAR 20OA/2P Disconnect 6 (N) 125A Load Center 4 ABB (E) LOADSB 20A/2P PVI-3.0-OUTD-S-US-Z-A /�• A � Ll 240V L2 40A/2P N 1 Vstart= 120V —————————————————————— —EGG/ --- DC+ DC+ A I I r _GEc N DC- Dc- MP 1: 1x12 6 I I Z I GND —— EGC — EGC—————————————----j ` ♦J ---------------------------------------- ADJUST MIN. ACTIVATION VOLTAGES! N Inverter 2 IND --- — EGC/GEC _ I 5 ABB 2 Dc+ Vstart= 120V v — z z PVI-3.0-OUTD-S-US-Z-A Da MP 5: 1x8 20A/2P GEC I � � Ll 24aV r--------------------- ------------ — EGC-----------------� --- ---- I I L2 --- DC+ I TO 120/2 40V SINGLE PHASE I I N Dc I 3 VStart= 120V UTILITY SERVICE I L_ ____—_—______----__--------- _EGCI Dc+ Dc+ � crc T� DG a MP 4: 1x9 GND EGC--- ---------------------tl) ————————————— G�————————————— jj Conduit Kit; 3/4'PVC, Sch. 80 =L 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 POI (1)SQUARE D N HQM240 PV BACKFEED BREAKER A (I CUTLER—HAMMER #DG222URB AC DC Breaker, A 2P, 2 Spaces Disconnect; 60A, 24OVoc, Non—Fusible, NEMA 3R —(1)Ground Rod; 5/8' x 8',Copper —0)CUTLER—{iAMMER�DG100N8 Ground eutral d; 60-1DOA, General Duty(DG) B (1)BRYANT#BR481_125RP Load Center, 125A, 120/24OV, NEMA 3R —(2)CBreoker,H 2OAP!2 Spaces 1 AWG#8, THWN-2, Black (1)AWG#10, THWN-2, Black 2 AWG#10, PV Wire, 60OV, Block Voc* =520.11 VDC Isc =8.88 ADC (1)AWG#8, THWN-2, Red (1)AWG 0, THWN-2, Red �OD 1 AWG , Solid Bare Copper EGC Vmp =366 VDC Imp=8.37 ADC (1)AWG#B, THWN-2, White NEUTRAL Vmp =240 VAC Imp=29 AAC ®"'' (I)AWG 0. THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC 4)R (1£)1Cond4ltt Kit; 3/4'-EMTpp p —(I)AWG#8, THWN-2, Green EGC/GEC—(1)Conduit Kit; 3/4'PVC, Sch. 80 —(1 AWG#8, THWN-2, Green EGC/GEC—(1)Conduit Kit; 3/4'PVC, Sch. 80 (2)AWG x/10,PV Wire, 60OV, Black Voc* =346.74VDC Isc =8.88 ADC (1)AWG#10, THWN-2, Black O SZ (1)AWG#6, Solid Bare Copper EGC Vmp =244 VDC Imp=8.37 ADC O IsN(1)AWG#10, THWN-2, Red (1)Conduit Kit; 3/4' EMT - L (1 AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC (2)AWG#10, PV Wire, 60OV, Black Voc* =390.08VDC Isc =8.88 ADC —(1)AWG-#8, THWN-2, Green EGC/GEC—(1)Conduit Kit;.3/4'PVC, Sch. 80 (-2-,) (1) (1)AWG#6, Solid Bare Copper EGC Vmp =274.5 VDC- Imp=8.37 ADC (1)Conduit KR; 3/4' EMT - PREMISE OWNER. DESCRIPTION: 7SHEREV CONFIDENTIAL SHA THE INFORMATION HEREIN JOB NUMBER: JB-119483 00 BRIDGEN, MARK BRIDGEN RESIDENCE e CONTAINED SHALL NOT E USED FOR THE SO�a�C�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM. �,� NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1700 -N PARISH DR 7.395 KW PV ARRAY N PART`TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES SOUTHOLD, NY 11971 THE SALE AND USE OF THE RESPECTIVE (29) TRINA SOLAR # TSM-255PDO5.18 3055 Clearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME DATE: Sol Mateo,CA 94402 PERMissION of sOLARaTY INc. ABB PVI-3.0-OUTD-S-US-Z-A 6317659650 THREE LINE DIAGRAM 5�5�2015, (888)-S(888)-SOL-CITY(7s5-2489jso638-1029 com Label Location: Label Location: Label Location: WARNING:PHOTOVOLTAIC POWER SOURCE , � .` '.„� � ; ", WARNINGrs '• WARNING Code:Per k . * ••- Code: NEC �µ, ELECTRIC SHOCK HAZARD �� ELECTRIC SHOCK HAZARD 690.31.G.3 "�� D0 NOT TOUCH�TERMINALS NEC '• ' THE DC CONDUCTORS OF THIS Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN PHOTOVOLTAIC DC r .LQAD SIDES MAY BE ENERGIZED _ UNGROUNDED AIDINVERTERIS �+Y, IN THE OPEN,POSITION, �<j MAY BE ENERGIZED UNGROUNDED• � � DLSGONNECTCode: 4 ry NEC .•0 Label Label • • PHOTOVOLTAIC POINT OF • INTERCONNECTION, • _ Per MAXIMUM POWER- POINT CURRENT(Imp) A Code: WARNING: ELECTRIC SHOCK � MAXIMUM POWER- HAZARD. DO NOT TOUCHNEC • •• 0.54 POINT VOLTAGE(Vmp)_VNEC 690.53TERMINALS.TERMINALS ON MAXIMUM SYSTEM BOTH THE LINE AND LOAD SIDE VOLTAGE(Voc)_V MAYBE ENERGIZED IN THE OPEN SHORT-CIRCUIT POSITION. FOR SERVICE CURRENT(Isc)_A DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT _ MAXIMUM AC V Label • •Per OPERATING VOLTAGE WARNING Code: NEC ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED ' NORMALLY GROUNDEpLabel L• • CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED CAUTION • DUAL POWER SOURCEPer Code: SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • Per Code: Label ELECTRICAL SHOCK HAZARD • • DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION '• TERMINALS ON BOTH LINE AND. Per Code:LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION. CIRCUIT IS BACKFEDNEC 690.64.13.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING '• Code:Per INVERTER OUTPUT Label • • 690.64.13.7 CONNECTION PHOTOVOLTAIC AC • DO NOT RELOCATEDisconnect DISCQNNECT ••- THISODEVCERRENT • NEC 690.14.C.2 • • :• Distribution Disconnect Interior • • Label • • MAXIMUM AC _A ' •• Meter Center (M): Utility OPERATING CURRENT •.• •• MAXIMUM AC OPERATING VOLTAGE VNEC •• 0.54 (POI): Point of Interconnection a • a a� a� 3055 Clearview Way ($ :111 RF F16 WIXIS San Mateo,CA 94402 • a 'I m• .•- • • / • . $OlafClty I ®pSOlar Next-Level PV Mounting Technology '��SOIt3fClty I ®pSolar Next-Level PV Mounting Technology . Zep System Components for composition shingle roofs ' ' IJP=roof: svN . `x . --------•---�----•—= �` yam:. 6rwmd Zep Inkrloek prey sae sronni ;� Zep ConW mte W Module Root Attachment ArtaY OOMPgT� Description r�pcj�� PV mounting solution for composition shingle roofs aMpp Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond U� 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 Specifications Mounting Block to UL 2703 ETDesigned for pitched roofs Installs In portrait and landscape onentatlons Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices 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 zepsolarcom Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sale 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 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 2214 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 2214 ZS for Comp Shingle Cutsheet Rev 02 pdf Page 2 of 2 Solar inverters Additional highlights: _ — RS-485 communication interface I ABB string inverters (for connection to laptop or data j logger) 7I — Integrated Arc Fault Detection and nu Interruption(-A Version). — , L� m =-f' r�41 ^"t!v:ice^L l 1 ^•.a... „ v a - rr _ 1 I Technical data and types Type code PVI-3 0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US A01a [Mechanical specifications •" Nominal output power 3000W 3600W 3300 380030 420030 Maximum output power wattage 3000 33001 3300' 3600 40001 4000' 3300 4200' 42001 4200 4600' 4600' W W W W W W W W W W W W Rated grid AC voltage 208V 240V 277V 208V 240V 277V 208V 240V 277V 208V 240V 277V flnput side(DC) - ,� Number of independent MPPT channels 2 2 2 2 ,,,a i Maximum usable power for each channel 2000W 3000W 3000W 3000W - Absolute maximum voltage(Vmax) 600V •i Start-up voltage(Vstart) 200V(adl 120-350V) a Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V Operating MPPT voltage range 0 7 x Vstart-580V(>=90V) e -- ej Maximum current(ldcmax)for both MDPT in 20A 32A 32A 32A 1 parallel Maximum usable current per channel 10A 16A 16A 16A Maximum short circuit current limit per 12 5A 20 OA 20 OA 20 OA channel " ) Number of wire landing terminals per channel 2 pairs Array wiring termination Terminal block,pressure clamp,AWG10-AWG4 °I I Output side'(AC) - I 10/ Spit- 10 10/ Split- 10 10 Split- 1�0/ Split- 10/ Grid connection type 230 0/330 230 230 0/330 230 230 0/330 230 230 0/330 230 Adjustable voltage range(Vmin-Vmax)(V) 183- 211- 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- 228V 264V 304V 228V 264V 304V 228V 264V 304V ,228V 264V 304V Grid frequency 60Hz Adjustable grid frequency range 57-60 5Hz Maximum current(1—) 145 145 12.0 172 160 160 160 160 160 200 200 200 ARMS ARMs '1R_ ARMS ARMS ARMS FRMS Am ARMS ARMS •p.. ARMS Power factor >0 995 Total harmonic distortion at rated power <2% This family of single-phase string The high-speed MPPT offers real- Highlights: Grid wiring termination type Terminal block,Pressure clamp,AWG10-AWG4 inverters complements the typical time power tracking and improved — Single phase and split phase output flnput protection devices ! Reverse polarity protection Yes number of rooftop solar panels energy harvesting. grid connection. Over-voltage protection type Vanstor,2 for each channel enabling home-owners to get the most The flat efficiency curve ensures high — Wide input range for increased PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floating arrays) efficient energy harvesting for the size efficiency at all output levels allowing stringing flexibility (outputprotection devices of the property. a consistent and stable performance — The high speed and precise MPPT Anti-ivoltag g protection Meets UL 1741/IE(Li-6/requirements Over-voltage protection type Varistor,2(L,-Lz/L,-G) across the entire input voltage and algorithm offers real time power Maximum AC OCPD Rating 20A,,,, 20A,,,, 15&,,, 25A,,,, 20A,,,, 20A,_ 20A,,,, 20A,,,, 20A,,,, 25A„, 25A,,,° 25A,,,, This inverter offers a dual input output power range. tracking and improved energy 's Efficiency - t - section that processes two strings The transformerless operation gives the harvesting Maximum efficiency 969% 97% 97% 97% CEC efficiency 96% with independent Multiple Power Point highest efficiency of up to 97.0%. — Outdoor NEMA 4X rated enclosure ,operating performance Tracking(MPPT). The wide input voltage range makes for unrestricted use under any Night time consumption <0 630,, This is especially useful for rooftop the inverter suitable to low power environmental conditions. Stand-by consumption <aw,,, ,Communication installations with two different installations with reduced string size — Integrated DC disconnect switch User-interface 16 characters x 2 lines LCD display orientations from two sub-arrays This rugged outdoor inverter has been in compliance with International Remote monitoring(1XRS485 incl) VSN700 Data Logger(opt) oriented in different directions (For designed to be a completely sealed Standards(-S Version) Environmental Ambient air operating temperature range -13°F to+140°F with derating above 122°F(50°C) example East and West) unit able to withstand the harshest Ambient air storage temperature range -40°F to+176°F(-40°C to+80°C) The dual input sections with environmental conditions Relative humidity 0-100%RH condensing independent MPPT enable a more Acoustic noise emission level <50 db(A)@1 m „ ,� Maximum operating altitutde without derating 6560 ft(2000 m) optimal energy harvesting condition. Power and productivity 1 Capability enabled at nominal AC voltage and with sufficient DC power available for a better world'" P%IP I 2 ABB Solar Inverters I Product Flyer for PVI-3 0/3 6/3 8/4 2-TL-OUTD THE ®1'rinamount MODULE TSM-P .18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC - unit:mm Peak Power Watts-PMrx(WP) 245 250 "t 255 260 • — 941 - - -' - - '- e - -- ----_ _-�.,-_ -- - _--_ __ Po � wer Output Tolerance-Pnu>c(%) 0-+3 ount Maximum Power Voltage-V (V) ( 299 I 303 s 305 306 60" o (Maximum Power Current-ImpMP THE Trinam (A) 8 20 8 27 - s 8 37 8 50 I xnMEv in Open Circuit Voltage-Voc(V) 378 f 380 381 382 NI40saluxcxoa i Short Circuit Curfen}`Isc(A) - '^ 8.75 879_-: f 8 88 . 900 U 8 Module Efficiency nm(%) i 150 1 153 I 156 159 STC Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AMI 5 according to EN 60904,3 MODTypical efficiency reduction of 4 5%of 200 W/m'according to EN 60904-1 _ o � ., ELECTRICAL DATA @ NOCT ( Maximum Power-P—(W'p) I 182 186 --i -. 190 - -- 193 60'CELL _ - - �) _ - - Maximum Power Volta a-VMr V �27 6 28 0_' 281 283 MULTICRYSTALLINE MODULE �. caooxawcxoE • Maximum Power Current-IMPP(A) I 6 59 6 65 j 6 74 684e a " - ¢ WITHTRINAMOUNTFRAME zowuxxoE }OpenCircuitVoltage(V)-Voc(V) 351 352 - i 353 1 354 g - �,� Short Cl it Current(A)-Isc(A) 707 ( 710 717 717 i 727 NOCT Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed i m/s ( 2(•�a w C-/�L6OW" PD05.18 tao atz w_ Back View POWER OUTPUT RANGE,' MECHANICAL DATA Solarcells Multicrystalline 156.156 mm(6 inches) Fast and simple to install through drop in mounting solution cell orientation 6o cells x lo)p, " /�•Q7^� _ `, Module dimensions i 1650.992.40 mm(64 95 x 39 05.1 57 inches) Y - 1 •V1 7 ® t`"'--'`�l Wei ht 21 3 kg(4701bs) {f - MAXIMUM EFFICIENCYi ,Glass °3 2 mm(0 13 mches),High Transmission,AR Coated Tempered Glass t '.. { r••_^""�,,, — A-A 4 Backsheet. __ -'White, -' --- -_ -- _ - ' ^ ( Good aesthetics for residential applications Frame I Black Anodized'AluminiumAlloywdhTrmamountGroove if r J-Box - `^ I IP 65 or IP 67 rdted ,,,° I-V CURVES OF PV MODULE(245W) ( , , /( �... ' ^ ' Photovoltaic Technology cable 4.0 mm°(0 006 inches'), ®�+�/%"^ $�� Cables { ( Iom 1200 mm(47 2 inches) 1 POWER OUTPUT GUARANTEE 900 Fire Rating Type _ - 700 BOOW/mE n awe Highly reliable due to stringent duality control a 6m m • Over 30 In-house tests(UV,TC,HE and many more) 5°p As a leading global manufacturer h, - In-house testing goes well beyond certification requirements 4m p!/m'' - TEMPERATURE RATINGS MAXIMUM RATINGS of next generdtlon photovoltaic ^' 3m -- 200W/rn Nominal Operating Cell OperafionarTemperature I-40-+85°C products,we believe close 2 m as°c(±z°c) _ _- I- 1 m Temperature(NOCT) cooperation with our partners Maximum system j 1000V DC(IEC) 15 CfItlCal f0 sUCCeSS. With IOCOI 0`0 Temperature Coefficient of P— ,-0.41%/°C Voltage i 1000V DC(UL) 0. tom 20m 30. 40 p0 l- --_ -' - '- ' -- --_ _ - �-- -- -i`---- -- -- presence around the globe,Trina Is Temperature Coefficient of Voc (-0 32%/°C Max series Fuse Rating 15A able to provide exceptional service Voltage(v) to each customer in each market ^'` Certified to withstand challenging environmental i Temperature Coee ffi�cient of I:c f o os%/°C- and supplement our,lnnovative, { conditions reliable products with the backing 0 2400 Pa wind load of Trina as a strong,bankable — 0 5400 Pa Snow load WARRANTY partner. We are committed I 10 year Product Workmanship Warranty to budding strategic,mutually beneficial collaboration with j 25 year Linear Power Warranty- installers,developers,distributors (Please refer to product wanantyfor details) aI and other partners as the backbone of our shared success In - J - CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION < 10 Year Product Warranty o 25 Year Linear Power Warranty `usm a spas Modules per box.26 pieces Z Trina Solar Limited -- __ --- `Modules per 40'container 728 pieces www innasolar oom 40100% r 4dtlrHOIty EEE OnTiaS90% nOVOIUe"1rnolar's linear coMMANr n a - _ Orra CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT baMVATi6 t�� (may a _ )` _ /°yy 02014 Trina Solar Limited All rights reserved Specifications Included in this datasheet are subject to TFC sola ' Ua BO% _-} _ _ _ _ solar change without notice Smart Energy Together Years 5 to is 20 25 Smart Energy Together °aw9n�e ®Trina standard ® Industry standard r y Version#43.0 -�-",�',"'SolarGty. May 5,2015 Project/Job# 119483 RE: CERTIFICATION LETTER Project: Bridgen Residence 1700 N Parish Dr 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: Roof DL= 10 psf, Roof LL/SL= 15 psf(Non-PV Areas), Roof LL/SL= 7.2 psf(PV Areas) -MP4: Roof DL= 10 psf, Roof LL/SL= 14.5 psf(Non-PV Areas), Roof LL/SL= 7 psf(PV Areas) - MP5: Roof DL= 10 psf, Roof LL/SL= 14.5 psf(Non-PV Areas), Roof LL/SL= 7 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. F NE Please contact me with any questions or concerns regarding this project. ,tQ� �E A. Sincerely, r Ix Elaine A. Huang, P.E. Professional Engineer m W Direct: 978.406.8921 yip t9 email: elaine@eahstructural.com AA 090606 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL- .ICl FC%+ iF CA Chia 398%UA C-, C8J41 (AHf�rl:i2SS�OgI'/!,/tn , y 05.05.2015 ;n Version#43.0 ��������0� � fib systa� str�acTa�a0 Y� vp PROJECT INFORMATION&TABLit'6i CONTENTS r f _,, _ :P,roject,Name: _z Bridgen_Residencet s ;U _ -_ AHJ - Southold Tawn` y Job Number _ 119483 Building Code: 2010yResidential Code of NY State _,_ 1 y. ,� Customer.Name. ..u__ W, Bridgen�Marks z BasedfOn:'y °p ` IRC-2006 :tea __... _._ Address: 1700 N Parish Dr ASCE Code: ASCE 7-05 soutold, so . wv. . 11971 Updes Req'd? No �sa., .,.. Latitude/Longitude: 41.05037Q y -72.407554rv_ Stamp Req'd? SC Office: Long Island PV Designer: Matt Morse ;Calculations: - Ryan Atwell' p EOR: y Elaine',A:"Huang; 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 2=MIL'E:VICINITY MAP ti tl � 1700 N Parish Dr,Southold, NY 11971 Latitude:41.05037,Longitude:-72.407554,Exposure Category:C l _STRUCTURE ANALYSIS-, LOADING.SUMMARY AND'MEMBER"CHECK„-`MP1 'Member Properties°Summa'ry MPi HoPiaontal Memb"er'S ans Rafter Pro erties Overhang 0.16 ft Actual W 1.50" Roof sterni Pro ernes' "S`'an;1. v 10.50If Actual,D;' `5:50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin :Material Corn `Roof` San 3' A `8.25;in"A Re-Roof No Span 4 SX 7.56 in A3 PI ood:Sheathin Yes San 5e i 20.,80,in."4 Board Sheathing None Total S an 10.66 ft TL Defl'n Limit 120 Vaulted Ceilin No PV 1 Start: 1:83 ft Wood S ecies' ;4' SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.83 ft Wood Grade #2 Rafter Slo'e ='3711r' PV,2 Stmt. Fb'." ,ti 875 si Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing` Fulf $° PV 3 Start E _ 1400000:psi',, Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Membeelb,ding Summa Roof Pitch-' 9° 1X'L Initial, ' ,Pitch Ad'ust:`':-. .Non=PVsArea's' T PV Areas­. Roof Dead Load DL 10.0 psf x 1.25 12.5 psf 12.5 psf PIV.Dead Load°'i PY,DL" ° : ;.3A' sf x'w 1.25 t. 3.8 psf: Roof Live Load RLL 20.0 psf x 0.75 15.0 psf Live/Snow Load < '_ L'L SLl'2 20.0 psP- x 0.58` .I x 0.36. 11.ti psf " 7:2.p sf'r; Total Load Governing LC TL. 24.1 psif 1 23.5 PSf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)pg; Ce=Ct=I.,=1.0 y. Member"Des_ign Summa er NDS H Godernin'""Load Comb. CD CL" CF' Cr.' ,.-- D+S 1.15 1.00. 0:55 1.3,- 1.15 Member'Analysis Results-,Summary Mazimuen -Max Demand.. @'Location Ca aci DCR Shear Stress 23 psi 0.2 ft. 155 psi 0.15 Bend"in ,,+ Stress :685,psi, S:4,T.ft."` 1504 si 0.465_, - Go'vern's) Bending )Stress -1 psi 0.2 ft. -833 psi 0.00 ToWliciad-deflection ,0.46 in. 342 4 5:4°,ft:`: 1:311' 120-` 0:35. j Bendin + Stress 685 psi 5.4 ft 1504 psi 0.46 Pass CALCULATION_OF DESIG,N•WIND LOADS._- Mountin :Plane Information _ Roofing Material C,.omp_eR,.ko._MoH.f _ ri�ro� Spanning Vents No StandofF Attachment'Hardware r. _ ?Comn Mount Tvpef G " Roof Slope 370 ter„J r Rafter'-'S'acro _ _ '' -zr16. _ Framing Type Direction Y-Y Rafters Pu'r_lins Tile Reveal Tile Roofs Only NA Tile"Attachmen71­11-7t- Standing t System` m,T Standin Seam rap Spacing SM Seam Only NA Wind Desi" n Criteria Wind Design Code ASCE 7-05 Wind"Desi n{Me(hod° _ t A l?a'i@lly Fuil 'Ericlosed:Method F -Yly v,Y_ 4 t..... ...a_ y_ y w. Basic Wind Speed V 120 mph SFig. 6-1 Ex sure-Gate o G s. Section 6.5:6:3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B e �.Ro_fHe.i, - ,Y•� s 4" = Yh,,'} � fS he Mn T Section`6 2;`° Wind.Pressure Calculation-Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 fo,,.ONrra'hic',Fa. ,0C,4 y,._. ,,Se ion 6:5:7 Wind Directionality FactorKd 0.85 Table 6-4 Iin`ortance Factiir� 1.0 :T` Table ti=1' Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf ,Wind:Pressure, Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Fxt:'Pressure.Coefficient^Down GC Down{ "V 0:88 Fig:;,6=11B%C/D-14AJB Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U P(UP), -25.3 psf Wind Pressure Down, 23.3 psf ^X=Direction Y-Direction' Max Allowable Standoff SpacingMLandscape 64" 39"e,.__ _,•._ .. __�A .r �.e - - ..F ..-�, Standoff Configuration Landscape Staggered Max StandoffTributary Area Trib PV Assembly Dead Load W PV3.0 psf IUet Wmd U' ift at Standoff v T_actual5� .f =4T4 lbs°' Uplift CapacityofStandoff T-allow 500 lbs Standoff'.Demand Ca aci ,DCR` - 82:8%,, ;''' R' X-Direction . Y,=Direction"° Max Allowable Standoff Spacing mqs Portrait _ x 321f 65" Max Allowable„Cantilever�. --1 —Qa, Portfait a _ b_- ”16" Standoff Configuration Portrait $Staggered Max�Standoff Tributary Area' . d,. , {ribs 14 Sf PV Assembly Dead Load W--PV3 0 psf _ Net Wind(Jplift at Standoff,, ..__ Uplift Capacity of Standoff_ T-allow 500 lbs Sta-ndoff Demand Cax aei " ' - 68:9§% Me F STRUCTURE.ANALYSIS - LOADING SUMMARY AN De MEMBER CHECK- MP4 Member Properties Summary_ h HorUontal M6mb6r.'S ans- _ � _ _ , Rafter"Pro erties MP4 - Overhang 1.66 ft Actual W 1.50" Roof stem Pro eFties S an'1 7.42"ft "Actual D' 5;50" Number of Spans(wLo Overhang) 1 San 2 Nominal Yes Ro"ofin Materiah Com -Roof" ` °S en 3ry°;` ;A 8:25,in.^2. Re-Roof No Span 4 S. 7.56 in A3 PI oodSbeathiri":, :Yes _ .S` an:5_". ` ' "' I 20:80 in^4,_ Board SheathingNone Total Span 9.08 ft PTL DOM Limit 120 Vatelted.Ceilin` �' No PV.3 Start`-°:.:3 .1:50 ft, Waod,S eciess" SPF:' Ceiling Finish 1/2"Gypsum Board .= PV 1 End 8.58 ft Wood Grade #2 Rafter Slo e� - o a 38• P�/2 Start Fti x;875 'si. Rafter Spacing 16"O.C. PV 2 End F„ 135 psi To Lat Bracing <, FuIPT PV 3,Start E;, _ 1400000" s'►; _ Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi " "'° Member1di3din` 'Sueima° ;Roof.Pitch 10 12, Initial P_itch Ad'ust, ,NonrPV,Areas. Areas Roof Dead Load DL 10.0 psf x 1.27 12.7 psf 12.7 psf PV°Dead Load° - :;` PV-DL;i''„ '=3.0; sf z_ 1.27;, „3.8 psfa Roof Live Load RLL 20.0 psf x 0.73 14.5 psf Live%Snow Load.>: LL SLl'Z 2O:0µ sf p x 0.56', . x 0.35 11:2,psf x.;, 7:0<psf Total Load(Governing LC TL 1 23:9 psf 23.5,psf Notes: 1. ps=Cs*pf, Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p,; Ce Ct=I5=1.0 Member"Design S,u'mma er"NDS°' ",Governing LoadComb CD; 4 CL,(_0:1 CL CF, Cr, ° D+ S 1.15 1:00 0.73 1.3 1.15 Member Analysis Results_ Summary "Maximum°" ;' Max'Demand @ Location Ca aci DCR' Shear Stress 22 psi 1.7 ft. 155 psi 0.14 Bending ;+ Stress. ;^ 308'0si 5.6'ft.'° '.1504A'si =0:20 , Governs) Bending (-)Stress -70 psi 1.7 ft. -1099 psi 0.06 Total.Load�DeflecEion = 0:1 in. 1089' 5:4 ft.° 0:94;in: 120> 0.11' Bendin + Stress 308 psi 1 5.6 ft 1504 psi 0.20 Pass r CALCULATION,OF DESIGN WIND LOADS Mounting Plane Information' Roofing Material Comp Roof `stem Tf e' "m R - SolarCi 'SleekMount?"" -Yp__ Spanning Vents _ No Standoff A ch en re tta m t:Hardwa're Como Mount`Tvne'C'�s�� Roof Slope 380 Rafter`Spacin`' _ 46, Framinq Type Direction Y-Y Rafters Pu'rlin`LLSpa'clgg, X1PurH, QnNa Tile Reveal Tile Roofs OnlyNA TleµAttach -t} m nt System. Tile oofs'QnIY.. ,u"" _ _. Standing Seam/Trap Spacing SM Seam On NA Wind"Desi 'n Criteria Wind Design Code _ ASCE 7-05 UVind.Desi 'n Method Partial Full Enclosed Method" ` Basic Wind Speed V 120 moh Fig. 6-1 ExposurewGatego - m'G!Y "Section 6c'S.63'r. ,_ ,__ ..... _M._ •*.. W e.»,M._.. w.. _... . � sem;_ Roof Style . Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hergk, '.ti '` 'F25-ft,' m4 ``Section 6.2 Wind Pressur`eICaIddAtionCoeffidents' Wind Pressure Exposure KZ 0.95 Table 6-3 r .�...,,..n ,z, tt ri,�_..,.�. ,.., _�,..;�� -w P_9! p clot Kms. . _. W .Aw u.._w ,. '100 _ _ a..,.y.. ..may: x_Sectign'6Y:57W Wind Directionality Factor Kc0.85 Table 6-4 Im'ortance..Factor I?.. Y ,Table 61'F Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure, Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext:;Pressure;'Coefficient' Down GC w'oown; „0:88 Fig.6-SiBJCJD-I4A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U „ -28.2 psf Wind Pressure-Down - 25.9 psf ALLOWABLE STANDOFF SPACINGS sX-Direction -Direction t Max Allowable Standoff Spacing_ Landscape 64" 39" LaA ndBcpe.. v23r_ Standoff Configuration Landscape Staggered Max..Staridoff lributary:Area,,:. _ Trib W.* ._a ." .v_ 17 sf,, PV Assembly Dead Load W-PV 3.0 psf Net 1Nind':U'lift7at3Standoff'-'; T actu_a1, G Uplift Capacity of Standoff T-allow R�500 lbs -'X-Direction.,.. X-Direction. Max Allowable Standoff Spacing _Portrait 32" 65" Max Allowable Cantilever w r r dPortrak Standoff Confi uration Portrait Staggered MaxvStandoff T,ribuWry ream _. a. _uj Trib r .. .d „w .., _14 sf. PV Assembly Dead Load W-PV 3.0 psf Uplift Capacity of Standoff T-allow500 lbs Her; r•1, n;_ ,- - N..`p Standoff Demand Gay aci� DCR m 6 Y :STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP5 Member'Properties Summary MP5 Horizontal Member Spans Rafter Pro erties Overhang 1.66 ft Actual W 1.50" Roof stem Pro erties S an'1°F_ 7.43 ft `Actual D� 5:50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof _ San 3 - A 8.25 in.^2 Re-Roof No Span 4 SX 7.56 in.^3 PI ood:Sheathin Yes San-5 m' I° 20.80,in:^4' Board Sheathing None Total Span 9.09 ft TL Defl'n Limit 120 Vaultdd'Ceiling No PV 1 Start 1.50 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 8.58 ft Wood Grade #2 Rafter.Slo"e 38° PV,2Stmt _ Fb ' 875 sim Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat8racing Full = PV 3 Start- E 1400000 psi, Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 10/12 Initial Pitch Adjust Non-PV Areas =„ PV Areas Roof Dead Load DL 10.0 psf x 1.27 12.7 psf 12.7 psf PV Dead Load. PV-DL 3:0 sf x 1:27? �3.8'psf Roof Live Load RLL 20.0 psf x 0.73 14.5 psf Live/Snow Load,-,- "LL SL;Z. • 20.0 psf z 0:56 x 0:35 . 11:2'.psf 7._•psf, Total Load Governin IC TL 23.9 psf 23.5 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)py; Ce=Ct=I5=1.0 Menmber'Design Summa er"NDS Governin Load Comb CD CL + CL(-1 CF Cr D+S 1:15 1.00 1 - 0.73 1.3 1 1.15 Member Analysis Results Summary Maximum -Max Demand @.Location Capacitv DCR Shear Stress 22 psi 1.7 ft. 155 psi 0.14 Bendin + Stress' -309 si_-','' 5.6 ft..:' j 1504 si . 0.21 ,.. Governs Bending - Stress -70 psi 1.7 ft. -1098 psi 0.06 Total Load.Deflection = 0.1-1n. I L/1084 5:4 ft. .: 0.94,in:' 120 '0J1 Bendin + Stress 309 psi 5.6 ft 1504 psi 0.21 Pass Y 'CALCULATION OF-DESIGN=WIND LOADS-_MPSI.- Mountin -Plane Information Roofing Material Comp Roof n PV,.System Type ems; SolarCity,SleekMountT"'-µ . Spanning Vents r r„ No Standoff-(Attachmentardware - Como*~Mount Tvne C Roof Slope 380 Raffer_S Acing 16"O.Cs Framing Type Direction Y-Y Rafters Puriin Spacing PurliniLOnly NA Tile Reveal Tile Roofs Only _ NA rile Attachment'System Tile.Roofs Only Standin Seam/Trap Spacing SM Seam Only NA Wind Desi n Criteria Wind Design Code ASCE 7-05 Wind DesigrS Method ,„; ,,,W. � P k�w _ u .- Partiallj!%Fully-Enclosed Method Basic Wind Speed V 120 mph Fig. 6-11 EXposure Category- ° �" � CP� Roof Style R _ Gable Roof Fig.6-11B/C/D-14A/B Mean Roof ,ei hf h, 25=ft Section•b.2- Wind Pressure:Calculation Coefficients,, Wind Pressure Exposure K= ... 0.95 Table 6-3 Section 6 57” Wind Directionality Factor Kd 0.85 Table 6-4 Facto1.0, -1,mYortancr Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure , Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Wn = 0.88 Fig.6=11B/C/D-14A%B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -28.2 psf Wind Pressure Down 25.9 Ps `ALLOWABLE STANDOFFSPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing. Landscape 64" 39" Max_Allowable_Cantilev_er-„-,:�_-,—� II ndscape Standoff Configuration Landscape Staggered Max Stand_o_ff Tributa_ry_Area -” Trib '17 sf _- PV De Assembly ad Load W-PV 3.0 psf Net Winil_Uplift3at StandoffT-actual _. ,._. Uplift Capacity of StandoffM T-allow 500 lbs Standoff Demand Capacity92.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" - MaxYQllowable�Cantilever�'tp� _ � Portrait Standoff Configuration Portrait Staggered Max Standoff Tributary Area PV Assembly Dead Load W-PV 3.0 psf NetLLWind Uplift at Standoff LL _. T-actual_ a, _ _ w�_ ,=a�- 386 IbsW ' _Uplift Capacihr of Standoffoff DemanT-allow 500 lbs Standoff Ca ci 3 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR' COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5.- EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES = `' Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 y R.C.N.Y.S. ' 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. MOD1VLE1.G u p ETHOD: ZEP SOLAR AH Souttibid �►Fl=� REV BY DATE COMMENTS I` —1�.� REV A NAME DATE COMMENTS UTILITY: PSE&G—Long Island (Public Service Electric JB-1 19483 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREI]INC.. MOIJNTING IDB NUMBERMatt Morse ��,S��a�C�ty. CONTAINED SHALL NOT BE USED FOR THBRIDGEN MARK BRIDGEN RESIDENCE �,,, BENEFIT OF ANYONE EXCEPT SOLARCITY SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE Comp Mount Type C 1700 N PARISH DR 5.1 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENORGANIZATION, EXCEPT IN CONNECTION WMODULES: SOUTHOLD, NY 11971 TMK OWNER:THE SALE AND USE OF THE RESPECTIVE20 TRINA SOLAR TSM-255PDO5.18 * 3055 teo,CleaA Way SOLARCITY EQUIPMENT, WITHOUT THE WRI ( ) # �' PAGE NAME: SHEET• REV: DATE San Mateo, CA 94402 PERMISSION OF SOLARgTY INC. INVERTER T:(650)638-1028 F:(650)638-1029 ABB # PVI-3.6—OUTD—S—US—Z—A 6317659650 COVER SHEET PV 1 0 6/3/2015 (888)—SOL-CITY(765-2489)www.soloralty. PITCH: 37 ARRAY PITCH:37 MPI AZIMUTH: 175 ARRAY AZIMUTH: 175 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 15 ARRAY PITCH:15 MP3 AZIMUTH: 175 ARRAY AZIMUTH: 175 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 38 ARRAY PITCH:38 MP4 AZIMUTH:85 ARRAY AZIMUTH:85 MATERIAL:Comp Shingle STORY. 2 Stories PITCH: 38 ARRAY PITCH:38 MP5 AZIMUTH:265 ARRAY AZIMUTH:265 MATERIAL:Comp Shingle STORY: 2 Stories AC I� D1 .L=� Front Of House LEGEND o , Q (E) UTILITY METER & WARNING LABEL E 3 lav INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS FIDC DC DISCONNECT & WARNING LABELS 8 © AC DISCONNECT & WARNING LABELS (E)aWVEtiVAY 0 DC JUNCTION/COMBINER BOX & LABELS POOL o Q DISTRIBUTION PANEL & LABELS ' Inv MF1 A LG LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER STANDOFF LOCATIONS ® CONDUIT RUN ON EXTERIOR ®®® CONDUIT RUN ON INTERIOR • OF NE GATE/FENCE W y O HEAT PRODUCING VENTS ARE RED K. ZAO Q cyF * L_J INTERIOR EQUIPMENT IS DASHED r; W SITE PLAN N 91365 18�� Scale:1/16" = 1' W E A��FESSIONP� 01' 16' 32' - s CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER R ft PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE `—� O O Matt Morse BRIDGEN, MARK BRIDGEN RESIDENCE ,��SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•�: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1700 N PARISH DR 5.1 KW PV ARRAY PART TO OTHERS OUTSlDE THE RECIPIENT'S MODULES SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , 3055 ClewAew Way THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-255PD05.18 REV DATE son Mateo. CA 944Dz SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERim PAGE NAME T:(650)638-1028 F.(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-3.6—OUTD—S—US—Z—A 6317659650 SITE PLAN PV 2 a 6/3/2015 (888)—SOL—CITY(765-2489)www.ealarcIty.00m S1 n 01 10'-8" (E) LBW A SIDE VIEW OF MP1 NTS MPJ X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 22" STAGGERED PORTRAIT 1 32" 13" RAFTER 2X6 @ 16"OC ROOF AZI 175 PITCH 37 STORIES: 1 ARRAY AZI 175 PITCH 37 C.I. 2x8 @48"OC Camp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT S1 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C n ZEP FLASHING C (3) (3) INSERT FLASHING. 7'_5" (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) LBW - (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH SIDE VIEW OF M P5 NTS 5/16" DIA STAINLESS (5) SEALING WASHER. E STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES (6> INSTALL LEVELING FOOT WITH OF NEW y WITH SEALING WASHER BOLT & WASHERS. MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2 EMBED, MIN) K ZAP " LANDSCAPE 48" 20" STAGGERED (E) RAFTER STANDOFF PORTRAIT 32" 12" S 1 RAFTER 2x6 @ 16" OC ROOF AZI 265 PITCH 38 STORIES: 2 I W ARRAY AZI 265 PITCH 38 C.J. 2X6 @16" OC Comp Shingle 913651��i= AROFESSIONP CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-1 19483 00 PREMISE OWNEF DESCRIPTION: DESIGN - .,,S�Ia�C�ty. CONTAINED SHALL NOT BE USED FOR THE - BRIDGEN, MARK BRIDGEN RESIDENCE Matt Morse BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM. �'" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1700 N PARISH DR 5.1 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: SOUTHOLD, NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 ClearAew Way THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-255PDO5.18 PAGE NAME: SHEEP REN DATE; Sm Mateo,CA 94402 SOLARCITY EQUIPMENT, HITHOUT THE WRITTEN T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Wim' 6317659650 STRUCTURAL VIEWS PV 3 a 6/3/2015 (868)-SOL-CIN(765-2489)www.solarcitycom ABB PVI-3.6—OUTD—S—US—Z—A GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:Square D Inv 1: DC Ungrounded INV 1—(1)ABB # PVI-3.6—OUTD—S—US—Z—A LABEL: A —(20)TRINA SOLAR # TSM-255PDO5.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.58438002 FCI Inverter; Zigbee 360OW, 240V, 96% PV Module; 255W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP, 1000V Overhead Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL ADJUST MIN. ACTIVATION VOLTAGES! E) 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER—HAMMER er 1 200A/2P Disconnect ABB Dc+ Vstart= 120V PVI-3.6—OUTD—S—US—Z—A DG MP 5: 1x8 (E) LOADS A _ EGC—————————————----j -------- ------------ Ll • N DG I 2 20A/2P EGC/ DC+ DC+ VStart= 120V T JA 1 ------------------------------------- — GEC ---�� DG G MP 1: 1X12 — ----- ------- -------------- j��. B 1 GND EGC -- ------------- GC I (1)Conduit Kit;-3/4"PVC,Sch. 80 N 1 E(LIGEC _ c9 TO 120/240V 1 SINGLE PHASE UTILITY SERVICE 1 I I - 1 1 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 POI (1)SQUARE D��!!H M220 PV BACKFEED BREAKER A (1)CUTLER—HAMMER DG221URB D� Breaker, 20A/2P, 2 Spaces Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R AC —(1)Ground Rod; 5/8'x 8', Copper —(1)CUTLER—�IAMMER.$DG03ONB Ground//NNeutral It; 30A, General Duty(DG) _ (1)AWG#10, THWN-2, Black 2)AWG#10,PV Wire, 60OV, Black Voc* =346.74VDC Isc=8.88 ADC O (1)AWG#10, THWN-2, Red gV� LLL���...... �L(I)AWG/{6,Solid Bare Copper EGC Vmp =244 VDC Imp=8.37 ADC (1)AWG#10,THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC (1)Conduit Kit; 3/4'.PVC,Sch. 80 —.(1)AWG A THWN-2,Green EGC/GEC—(1)Conduit Kit; 3/4'PVC,Sch. 80 � (2)AWG#10,PV Wire, 60OV, Block Voc* =520 .11 VDC Isc=8.88 ADC O (1)AWG#6,Solid Bare Copper EGC Vmp =366 VDC Imp=8.37 ADC (1)Conduit Kit; 3/4' PVC,Sch. 80 PREMISE J B-119 4 8 3 0 0OWNER: P¶�' DESIGN: CONIOBAL—THE INFORMATION HEREIN NUMBER \\` SolarCity. CONTAINEDTAINEDSHALL NOT BE USED FOR THE BRIDGEN, MARK BRIDGEN RESIDENCE Matt Morse BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MW MG SYSTEM: ��,� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp, Mount Type C 1700 N PARISH DR 5.1 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODDus SOUTHOLD NY 11971 ORGANIZATION,EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-255PDO5.18 PAGE NAME SHEET: REV DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F.(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-3.6—OUTD—S—US—Z—A 6317659650 THREE LINE DIAGRAM PV 4 0 6/3/2015 (866)—SOL—CITY(765-2489)www.solarcity.com Labell WARNING:PHOTOVOLTAIC POWER SOURCE • • a`3 - - • •_ WARNING F{ _ Code: - • : ' WARNING Code:NEC ELECTRJC SHOCK HAZARD �; ELECTRIC SHOCK HAZARD • NEC NEC •- • • '• DO NOT TOUCH TERMINALS ' THE DC CONDUCTORS OF THIS TERMINALS ON BOTH LINE AND l BE USED WHEN 'PHOTOVOLTAIGSYSTEM ARE TO PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANDINVERTERIS -------- N POSITION MAY BE ENERGIZED DISCONNECTUNDED x4 •• NEC 6.0 LabelLabel Location: Location: PHOTOVOLTAIC POINT OF • MAXIMUM POWERINTERCONNECTION A ' WARNING: ELECTRIC SHOCK Code: POINT CURRENT(Imp) Per Code: HAZARD. DO NOT TOUCH NEC •' 696.54 MAXIMUM POWER- POINT VOLTAGE(Vmp)_VNEC 690.53TERMINALS.TERMINALS ON MAXIMUM SYSTEM 60TH THE LINE AND LOAD SIDE VOLTAGE(Voc)_V MAYBE ENERGIZED IN THE OPEN POSITION.FOR SERVICE SHORT-CIRCUIT DE,ENERGIZE BOTH SOURCE CURRENT(Jsc)-A AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC �V Label •Per OPERATING\/OLTAGE WARNING ..- NEC ELECTRIC SHOCK HAZARD I'F A GROUND FAULT IS INDICATED '' NORMALLY GROUNDEDLabel L• • CONDUCTORS MAY BE CAUTION • UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per ••- SECOND SOURCE IS 690.64.13.4 .PHOTOVOLTAIC SYSTEM Label • • WARNING ' Per ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION ' •• TERMINALS ON BOTH LINE ANDPer Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.13.4 9, • : IN THE OPEN POSITION CIRCUIT IS BACKFED DG VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • Per WARNING ..- INVERTER OUTPUT Label • - • CONNECTION NEC 690.64.B.7 PHOTOVOLTAIC AC •• DO NOT RELOCATEDisconnect DISCONNECTPer Code: THIS ODEV CERRENTConduit NEC •.014.C.2 (C13): Combiner :. DistributionPanel Disconnect Interior . • Label . Integrated DC Disconnect MAXIMUM AC A ' ••I) (LC): Load Center OPERATING CURRENTPer Code: AC _• •• • OPERATING VOLTAGE V '• Interconnection �a r • a3055 Clearview Way :a NN 1 0 r • r i San Mateo,CA 94402 ,• LabelSet if ' .. a • a r �� • .. QSOlarCity I ®pSolar Next-Level PV Mounting Technology 1Q,,,SO1arGty ®pSoLar Next-Level PV Mounting Technology Zep System Components f ;. for composition shingle roofs Ground UP Leveling Foot -- - a - _ 7.RP Competieto Plr MAdule 5 4 _ QMC _ wy ZCP_ W s ,Root AttarJunent ''u `3 "' - - 01, pOMPgj/ Description � � PV mounting solution for composition shingle roofs coMPpT Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules 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 - Specifications Mounting 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 •� Zep System grounding products are UL listed to UL 2703 and ETL listed to UL-467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices 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 zepsolaccom zepsolaccom 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 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 inverters Additional highlights: — RS-485 communication Interface c for connection to laptop or data ■ ■ string inverters logger) ■ , I . — Integrated Arc Fault Detection and 4 A0 C1 Interruption(-A Version) " =•C` 3.OkW to I „ I E Technical data and types Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US xMechanical specifications" " Nominal output power 3000W 3600W 3W0 380OW 4200W Maximum output power wattage 3000 33001 3300' 3600 40001 40001 3300 42001 42001 4200 4600' 4600' W W W W W W W W W w W W ^ � Rated grid AC voltage 208V 240V 277V 208V 240V 277V 208V 240V 277V 208V 240V 277V 'Input side(DC) Number of independent MPPT channels 2 2 2 2 - Maximum usable power for each channel 2000W 3000W 3000W 3000W Absolute maximum voltage(Vmax) 600V Start-up voltage(Vstart) 200V(adl 120-350V) Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V Operating MPPT voltage range 0 7 x Vstart-580V(>=90V) p( Maximum current(ldcmax)for both MPPT in 20A 32A 32A 32A parallel t Maximum usable current per channel 10A 16A 16A 16A x _ " Maximum short circuit current limit per channel 12 5A 20 OA 20 OA 20 OA 5 ) Number of wire landing terminals per channel 2 pairs Array wiring termination Terminal block,pressure clamp,AWG10-AWG4 a ` [Output side(AC) * ? 10/ Split- 10/ 10/ Split- 10/ 10/ Split- 10/ 10/ Split- 10/ °a Grid connection type 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W Adjustable voltage range(Vmin-Vmax)(V) 183- 211- 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- _ _1_Y w.•^`S'-' ) 228V 264V 304V 228V 264V 304V 228V 264V 304V 228V 264V 304V f Grid frequency 60Hz Adjustable grid frequency range 60 14 5 14 5 12 0 17 2 16 0 16 0 16 1 Maximum current(I 0 6 0 16 0 20 0 20 0 20 0 4 1°,mom) e 1 ',,va '.i Awe w e � '� ARMs ARMs '.,,a ARMS 'RMS ARMS ARMS AHMS Power factor >0 995 Total harmonic distortion at rated power <2% This family of single-phase string The high-speed MPPT offers real- Highlights: Grid wiring termination type Terminal block,Pressure clamp,AWG10-AWG4 inverters complements the typical time power tracking and improved — Single phase and split phase output 'input protection devices Reverse polarity protection Yes number of rooftop solar panels energy harvesting. grid connection. Over-voltage protection type Vanstor,2 for each channel enabling home-owners to get the most The flat efficiency curve ensures high — Wide Input range for increased PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floating arrays) efficient energy harvesting for the size efficiency at all output levels allowing stringing flexibility ;Output protection devices of theproperty. a consistent and stable performance — The high speed and precise MPPT Anti--standing protection Meets UL nstor,EEE1547 requirements p 9 P Over-voltage protection type Vanstor,2(L,-L,/L,-G) across the entire input voltage and algorithm offers real time power Maximum AC OCPD Rating 20A,,,, 20A,,,, 15A,M, 25A_, 20A,,,, 20A,,,, 20A,,, 20A,,,, 20A,,,,_25A,,,, 25A,,,, 25A,,,, This inverter offers a dual input output power range. tracking and improved energy !Efficiency ° section that processes two strings The transformerless operation gives the harvesting. Maximum efficiency 969% 97% 97% 97/CEC efficiency 96% with independent Multiple Power Point highest efficiency of up to 97.0%. — Outdoor NEMA 4X rated enclosure tOperating performance Tracking(MPPT). The wide input voltage range makes for unrestricted use under any Night time consumption <0 6W,— This Is especial) useful for rooftop the Inverter suitable to low power environmental conditions Stand-by consumption <8w,,,, Y (Communication Installations with two different installations with reduced string size — Integrated DC disconnect switch User-interface 16 characters x 2 lines LCD display orientations from two sub-arrays This rugged outdoor inverter has been in compliance with International Remote monitoring(1XRS485 incl) VSN700 Data Logger(opt) al oriented indifferent directions (For designed to be a completely sealed Standards(-S Version) SAmbient air o Ambient air operating temperature range -13°F to+140°F with derating above 122°F(50°C) example East and West) unit able to withstand the harshest Ambient air storage temperature range -40°F to+176°F(-40°C to+80°C) The dual input sections with environmental conditions Relative humidity 0-100%RH condensing independent MPPT enable a more Acoustic noise emission level <50 db(A)@1m „ 11,t Maximum operating altitutde without derating 6560 ft(2000 m) optimal energy harvesting condition Power and productivity 1 Capability enabled at nominal AC voltage and with sufficient DC power available for abetter world"' P%IP IP 2 ABB Solar Inverters I Product flyer for PVI-3 0/3.6/3 8/4 2-TL-OUTD THE ' in-amount MODULE TSM-P®05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Watts-P­(Wp) `245 250 I 255 i 260 941 - --1-- - __. _—_._____. _- __ _._. -,._ Power Output Tolerance-Pmax(%)_' 0-+3THE �' ®� Maximum Power Voltage (V)y i 299 303 i _305 306 euNawN c - _ O1 rMaxlmum Power Current-Imps,(A) 8.20 8 27 837 8.50 rv_a "^'^E>uTE' 'Open Circuit Voltage-VocM 378 380 381 1 382- . o i f (•Shori Circuit Current-Isc(A) 8.75 -"8 79 888 v 900 M ®� $ Module nce1000W/2(Ce, 1 �' 150 - ; 153 ( ,156 � 159 _n STC Irradiance 1000 W/m2,Cell Temperature 25°C Air Mass AM1 5 according to EN 60904-3 Typical efficiency reduction of 4 5%at 200 w/m2 according to EN 60904-1 " o - o ELECTRICAL DATA @ NOCT i Maximum Power-P,+x(Wp) 182 i 186 190 ` 193 60 CELL. • - - Maxim_urri Power Voltage-V6,r(V)' -__276 - - ~�28.OA1 28'1 rt 28.3' - eeaa cxousowc Ho¢ ° i !Maximum Power Current-ImPP(A) 659 6 65 °` 6 74 1 6 84 MULTICRYSTALLINE�MODULE .__,-- ._._..___ 12 DMIN HOLE A. -A I Open Circuit Volfage(V)-Voc(V) ; 35 1, 35 2 35 3 ! „35 4 WITH TRINAMOUNT FRAME" Short Circuit Current(A)-ISC(A) 707 710 717J Uzi " ) - NOCT Irradiance at 800 W/m2 Ambient Temperature 20°C.Wind Speed I m/s ` '"`'�• ,812 180 245-2'60W' Poo5.l8 � Back View , POWER OUTPUT RANGE _ MECHANICAL DATA ` �'"'"'•' } - Solar cells _ - Multicrystalhm ne 156 x 156 m (6 inches) Fast and simple to install through drop in mounting solution cen anematians `so ceue j6 x 10) __ I -- -- .-_ .,_ - _ -`-- _- -- -- - Module dimensions 1650 x 992 x 40 mm(64 95 x 39 05 x 1 57 inches) AA a ff Weight i213kg(4701bs) MAXIMUM.EFFICIENCY Glass 3.2 mm(0 13 inches),High Transmission,AR Coated Tempered4Glass - - - -"- ' -- �— A-A Backsheet' White �` :•1 Good aesthetics for residential applications Frame I BlackAnodizedAluminium-AlloywithTrinamounfGroove t___ _-.--_--IP 65 or IP 67rated` t�1 -37,o" I-V CURVES OF PV MODULE(24SW) Cables 4 Box Photovoltaic Technolo 0 M 11} gy c6ble_4 0 mm'(0 006 inches'), POWER OUTPUT GUARANTEE __ _._._ -- e.__ . I0 m k 1200 mm(47 2 inches) 9 m f Fire Rating _ i Type 21,„ ` r • 8 800w/m2 { - ` - Highly reliable due to stringent quality control _6- • Over 30 In-house tests(UV,TC,HF,and many more) 5. m As a leading global manufacturer ft'yr�l • (n-house testing goes well beyond Certification requirements 5 4°° TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic `• 3° i g .p i 200W/m2 Nominal Operating Cell Operational Temperature 1-40-+85°C products,we believe close sm I db°c(+2°c) ------ - ( { 'Temperature(NOCT) Mgximum System 1000V DC IEC 4 cooperation with our partners 1 m I ( ) j Om fTemperatureCoefficientofP.vx C-041%/°C Voltage 1000VDC(UL) is critical to success. With local j om tom, tom Som bom � f 1.,.______w_ _ . _.- presence around the globe,Trina I5 + Temperature Coefficient of Voc i-032%/QC { :,MaxSes Fuse Rating i 15A able to provide exceptional service volrage(v) _._ _ne._____ _ _ _ i Temperature Coefflcrantof Isc 0 05%/*C to each customer in each market t ^,, 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 • 5400 Pa snow load --- - --- -- -- - partner. We are committed l0 year Product Workmanship Warranty to building strategic,mutually- 25 year Linear Power Warranty t beneficial collaboration with- - v - installers,developers,distributors (Please refer to product warranty for details{ a1 j - and other partners as the ; o backbone of our shared success in ; _j CERTIFICATION ri driving Smart Energy Together ( LINEAR PERFORMANCE WARRANTY, W PACKAGING CONFIGURATION cap- -- `-- . -- - `- - . - - ' 10 Year Product Warranty•25 Year Linear Power Warranty a Leus s Modules per box 26 pieces W _ _ _ _-- —- Trina Solar Limited --J imited �►�w Mp odules er40'.contamer 728 pieces - WWWtrinasOlarCOm - `0100% - - br Additional ll valU E- EE o e from Trl coMPLIANT i o 90% llnegr garro CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT co�ATi (` /yp' _ Oty aw (` (yp^ 02014Tnna Solar Limited All rights reserved Specifications included in this datasheet are subject to ti°9 e�m ��'��JO��..11 i 080% -, _a••"a- ,^ _, ' E "_ - THn-asola1 change without notice Smart Energy Together Years 5 10 Is z zo 25 Smart EnergyTogether °anrnt`0 ®Trmastandard _ Industry standard_ •y _ i 1-','-',5o1arGty. Q 2 4 2015 6/23/15 R't_DG D P( Town of Southold Building Department 54375 Route 25 Southold, NY 11971 Dear Department of Buildings, Enclosed are a set of plan revisions for the property location of 1700 N. Parish Drive, Southold NY 11971. 1 Please contact me if there are anything needed further in order to process this request. Thank you! Regards, - Kathleen Caiati Sr. Permits Coordinator SolarCity Corporation 923C Motor Parkway Hauppauge, NY 11788 (631) 235-8784 Mobile (631) 625-9806 kcaiati@solarcity.com 923 Motor Parkway,Ste C Hauppauge,NY 11788 T(631)625-9800 (888)SOL-CITY F(631)234-0146 solarcity.com AZ ROC 243771/RCC 245450/ROC271498,CA LIC#888104 CO EC8041,CT HIC 0632778/FLC 0126305 DC 471101486/ECC902586,HI 01-29170,MA HIC 168572,MD MHIC 128948, NJ NJHIC#13VH06160G00/34EB01732700 OR CB780498/0562/P131102 PA HIOPA077343 TX TFCL 27006 WA SOL ARC'91901/SOLARC°905P7 CO 2013 SolarCdy All rights reservod, ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERIIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN ECC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDEN11FIED 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 EQUIP ND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT jUN 2 4 2olS Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN 'CIRCUIT W WATT BLDG DEP( 3R NEMA 3R, RAINTIGHT TOV,!N OF'WAHOLD PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS 'w q PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 X. R.C.N.Y.S. _ 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. , MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Southold Town REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: PSE&G—Long Island (Public Service Electric ® f s & Gas Co.) �� • • — • j — q — J B-119483 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED AL—THE INFORMATION R THE JOB NUMBER Matt Morse \�,`SolarCity. CONTAINED SHALL NOT BE USED FOR THE BRIDGEN, MARK BRIDGEN RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC, MOUNTING SYSTEM: a NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 1700 N PARISH -DR 5.1 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: SOUTHOLD NY 11971 TMK OWNER: ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 gearvlew Way THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-255PDO5.18 �: * SHEET: REV. DATE; San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T-.(650)638-1028 F(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-3.6—OUTD—S—US—Z—A 6317659650 COVER SHEET PV 1 a 6/3/2015 (888)—SOL—CITY(765-2489)www.solarcity.com • PITCH: 37 ARRAY PITCH:37 MPI AZIMUTH:175 ARRAY AZIMUTH: 175 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 15 ARRAY PITCH:15 MP3 AZIMUTH:175 ARRAY AZIMUTH: 175 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 38 ARRAY PITCH:38 MP4 AZIMUTH:85 ARRAY AZIMUTH:85 MATERIAL:Comp Shingle STORY. 2 Stories PITCH: 38 ARRAY PITCH:38 MP5 AZIMUTH:265 ARRAY AZIMUTH:265 MATERIAL:Comp Shingle STORY: 2 Stories AC o Front Of House LEGEND 0 Q (E) UTILITY METER & WARNING LABEL E 3 Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS ITC 1 DC DISCONNECT & WARNING LABELS _ S AC DISCONNECT & WARNING LABELS (E)D2IVEWAY o 0 DC JUNCTION/COMBINER BOX & LABELS s POOL o Q DISTRIBUTION PANEL & LABELS Inv a MPS A LC LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS ® CONDUIT RUN ON•EXTERIOR ®®® CONDUIT RUN ON INTERIOR pF NE GATE/FENCE l�iy Q HEAT PRODUCING VENTS ARE RED K. Z,qO CO cyF���- �� INTERIOR EQUIPMENT IS DASHED * A — SITE PLAN N 913651<18�i� Scale:1/16" = 1' yy E AR�F1365 Q� 01' 16' 32' SSICONFIDENTIAL—THE INFORMATION HEREIN JOB NUMBER J B-119 48 3 O O PREMISE OWNER: DESCRIPTION: DESIGN: ■ BRIDGEN, MARK BRIDGEN RESIDENCE .,,So�arCity. CONTAINED SHALL NOT BE USED FOR THE Matt Morse NOR SHBENEFITOF ALL ITNBENDI CLOSED N WHCITY OLE ORCIN MOUNTING sMou 1700 N PARISH DR 5.1 KW PV ARRAY �� t PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: SOUTHOLD, NY 11971 3055 Clearvlew Way THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-255PDO5.18SHEET; {pµ DATE- Son Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME L(650)636-1026 R(650)636-1029 PERMISSION OF SOLARCITY INC. INVERTER: PVI-3.6—OUTD—S—TIS—Z—A 6317659650 SITE PLAN PV 2 0 6/3/2015 (666)-5o<-aTY(�65-2489)----i---- - S1 „ 10'-8" (E) LBW A SIDE VIEW OF MPI NTS, MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 22" STAGGERED PORTRAIT 32" 13" RAFTER 2x6 @ 16"OC ROOF AZI 175 PrrCH 37 ARRAY AZI 175 PITCH 37 STORIES: 1 C.J. 2X8 @48"OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT S1 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. 7'_5" 001 (E) COMP. SHINGLE (4) PLACE MOUNT. (E) LBW (E) ROOF DECKING (2) V (5) INSTALL LAG BOLT WITH SIDE VIEW OF MP5 NTS 5/16" DIA STAINLESS (5) SEALING WASHER. E STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH OF NEWy WITH SEALING WASHER (6) BOLT & WASHERS. MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES Y. z O� (2-1/2" EMBED, MIN) LANDSCAPE 48" 20" STAGGERED Co F� (E) RAFTER - PORTRAIT 32" 12" STANDOFF ROOF AZI 265 PITCH 38 n �! S 1 RAFTER 2X6 @ 16 OCARRAY AZI 265 PITCH 38 STORIES: 2 I = Scale: 1 1/2" = 1' C.J. 2x6 @16" OC Comp Shingle O91365z,(ss AR��ESS10Np� CONFIDENTIAL-THE INFORMATION HEREIN JOB NUMBER: J B-119 48 3 00 PREMISE OWNER' DESCRIPTION: DESIGN: CONTAINED SHALL NOT USED FOR THE BRIDGEN, MARK BRIDGEN RESIDENCE Matt Morse „SolarCity. BENEFlT OF ANYONE IXCECE PT SOLARCITY INC., MOUNTING SYSTEM: � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1700 N PARISH DR 5.1 KW PV ARRAY �•� PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: SOUTHOLD NY 11971 ORGANIZATION, IXCEPT IN CONNECTION WITH r 3055 CleaMew Way THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-255PD05.18PAGE NAME SHEET. REVDAIS San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: 638-1028 F.-(650)638-1029 PERMISSION OF SOLARCITY INC. ABB PVI-3.s-ouTD-S-u5-z-A 6317659650 STRUCTURAL VIEWS PV 3 G 6/3/2015 (888)-SOL-CITY(765-2489)www.solarcity.eom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MOMK LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:Square D Inv 1: DC Ungrounded INV 1 —(1)ABB # PVI-3.6—OUTD—S—US—Z—A LABEL: A —(20)TRINA SOLAR # TSM-255PDO5.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.58438002 FCI Inverter, Zigbee 3600W, 24OV, 96% PV Module; 255W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP, 1000V Overhead Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E) 20OA/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! (E) WIRING CUTLER—HAMMER t?r 1 20OA/2P Disconnect ABB A pc+ Vstart= 120V PVI-3.6—OUTD—S—US—Z—A DG MP 5: 1x8 _ _ EGC- ----------j (E) LOADS A ------------ ------ L1 r I DC+ I L Y N DG I ' 2 20A/2P ______________________ EcCI DC+ JG + VSta "'l rt= 12OVA ---- GND --------------- -GEC ---�N DG - MP 1: 1X12B GND EGC ------------------�-- ------------=-------- ------------- C 0)Conduit Kit; 3/4' PVC, Sch.80 N EGCIGEC - , Z Z TO 120/240V SINGLE PHASE UTILITY SERNCE 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 of (1)SQUARE DAHQM220 PV BACKFEED BREAKER A (1)CUTLER—HAMMER#DG221URB AC DC Breaker, A/2P, 2 Spaces Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R —(1)Ground Rod; 5/8' x 8',Copper —(1)CUTLER—�IAMMER I DG030NB Ground/Neutral it; 30A, General Duty(DG) (1)AWG#10, THWN-2, Black (2)AWG#10, PV Wire,60OV, Black Voc* =346.74VDC Isc =8.88 ADC O (1)AWG#10, THWN-2, Red O (1)AWG#6,Solid Bare Copper EGC Vmp =244 VDC Imp=8.37 ADC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC (1 Conduit Kit; 3/4° PVC,Sch.80 —(1)AWG#8,-THWN-2, Green , EGC/GEC.-(1)Conduit Kit; 3/4'PVC, Sch. 80 (2)AWG#10, PV Wire, 60OV, Black Voc* =520.11 VDC Isc =8.88 ADC O (1)AWG#6,Solid Bare Copper EGC Vmp =366 VDC Imp=8.37 ADC (1)Conduit Kit; 3/4',PVC, Sch. 80 J B-119483 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER- \�\!p CONTAINED SHALL NOT BE USED FOR THE BRIDGEN MARK BRIDGEN RESIDENCE Matt Morse �;,,So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ' ' g NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1700 N PARISH DR 5.1 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: SOUTHOLD, NY 11971 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-255PDO5.18 PAGE NAME SM. REV; DATE; San Mateo,CA 94402 SOLARCITY EQUIPMENT,WITHOUT THE WRITTEN INVERTER: T:(650)638-1028-F:(650)638-1029 PERMISSION OF SOLARCITY INC. - ABB # PVI-3.6—OUTD—S—US—Z—A 6317659650 THREE LINE DIAGRAM PV 4 a 6/3/2015 (888)—SOL—CITY(765-2489)www.solarcitycom WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: .• • •n: Label Location: Code: _ 'WARNING WARNING ; Per ELECTRIC SHOCK HAZARD Code: Code: NEC 690.31.G.3 . ELECTRIC SHOCK HAZARD 690.35(F) DO NOT TOUCH TERMINALS' NEC • 1 THE DC CONDUCTORS OF'THIS Label • • TERMINALS°ON BOTH LINE AND PHQTOVOLTAIC SYSTEM ARE TO BE USED WHEN "00VOLTAIC DC LOAD SIDES MAY B'E.ENERGIZED'- UNGROUNDED ANDINVERTERIS IN THE OPEN;POSITION MAYBE ENERGIZED DISCONNECTPer Code: UNGROUNDED NEC .•1 Label Label • • PHOTOVOLTAIC POINT OF '• MAXIMUM POWER-_ INTERCONNECTION Code: A D WARNING: ELECTRIC SHOCK POfNT CURRENT(Imp) Per Code: HAZARD.DO NOT TOUCH 690.17.4; 690.54 MAXIMUM POWE P)-VNEC 690.53 TERMINALS.TERMINALS ON POINT VOLTAGE VmBOTH THE LINE AND LOAD SIDE MAXINIUM SYSTEM V MAY BE ENERGIZED LN THE OPEN VOLTAGE(Voc)_ POSITION.FOR,SERVICE SHORT-CIRCUIT A DE-ENERGIZE BOTH SOURCE.. CURRENT(Lsc)_ AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AG A OPERATING CURRENT MAXIMUM AC V Label • • OPERATING VOLTAGE WARNING ' Per ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel L• • CONDUCTORS MAY BE CAUTION •• UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per ••- SECOND SOURCE ISNEC 690.64.B.4 PHOTOVOLTAIC SYSTEM Label • • WARNING ' Per Code: SHOCK HAZARD DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION ' '' TERfv11NALS ON BOTH LINE AND Per ••- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.B.4•/ IN THE OPEN POS1TION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • Per WARNING ..- INVERTER OUTPUT Label Location: CONNECTION 690.64.13.7 AC TDisconnect Per PHOTOVOLAIC AC DO NOT RELOCATE DISCONNECT .d ; THIS ODEV CERRENTConduit •Combiner•NEC Interior(D): Distribution Panel (DC): DC Disconnect • LabelIntegrated DC Disconnect MAXIMUM AC A ' '•I) (LC): Load Center OPERATING CURRENT Per Code MAXIMUM AC VNEC 690.54 Point of - • • OPERATING VOLTAGE _ • 1 1• 1C1:MVCK001Z1 FAN 111PI.F1113055Clearview :i 11 i a I IRS" 1 i'&N 1' •V 1 • 1 itSan Mateo,CA 9W2� 1 1• 1 T 1 11 i • • 29 Label1 1 28 F 1 1 1 •1 • 1 •1 • I d • •� (765-2489)www.solaraty corn 11 i 1 i 1 • tSolarCity I ®pSolar Next-Level PV Mounting Technology nlSolarGty ®pSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs ^ ., [1p-roof's :! Qround2tp Intadoeli-!tKoyux nrouo7 ; �`->� ', ;l - _.�-`.Y. t � Zepcorapatiblc PilModulu" „ --- ZCp QraCYC `" ry„s't Root Att�ahmont m"'.'-l- Mays it pOMPgT� _ r Description r v PV mounting solution for composition shingle roofs COMpp•(� • Works with all Zep Compatible Modules o • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond UL 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 Specifications Mounting 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 • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72”and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices 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.Zap 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 Zap 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 inverters Additional highlights: — RS-485 communication Interface I (for connection to laptop or data t logger). — Integrated Arc Fault Detection and AU (r Interruption(-A Version). '� '""=I` '"•{" to 4.2kW _ t Technical data and types Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US ALB t Mechanical specifications Nominal output power 3000W 3600W W00 3800W 4200W m• 3000 33001 33001 3600 40001 40001 3300 42001 42001 4200 46001 46001 Maximum output power wattage W W W W W W W w w w w W -.::=.--,',v,a;.-�•,� Ratedgrid AC voltage 208\1 240\1 277\1 206\1 240\1 277\1 208\1 240\1 277V 208\1 240\1 277V h•� ',a _ w) f Input side(DC) Number of independent MPPT channels 2 2 2 2 Wo A Maximum usable power for each channel 2000W 3000W 3000W 3000W P Absolute maximum voltage(Vmax) 600V Start-up voltage(Vstart) 200V(adj.120-350\1) Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V s Operating MPPT voltage range 0 7 x Vsta_rt-580V(>=90V) 1, u Maximum current(Idcmax)for both MPPT in 20A 32A 32A 32A parallel 1 Maximum usable current per channel 10A 16A 16A 16A Maximum short circuit current limit per 12 5A 20 OA 20.OA 20 OA channel Number of wire landing terminals per channel 2 pairs Array wiring termination Terminal block pressure clamp,AWG10-AWG4 a I Output side(AC) ) Grid connection type 10/ Split- 10/ 10/ Split- 10/ 10/ Split- 10/ 10/ Split- 10/ 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W voltage range min-Vmax 183- 211- 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- Adjustable t9 9 N )M 228V 264V 304V 228V 264V 304V 228V 264V 304V" .228V 264V 304V Grid frequency 60Hz Adjustable grid frequency range 14.5 145 12.0 172 160 15 -60 16 0 16 0 16.0 20 0 LO 0 200 Maximum current(1.—) N. A.. Aawts A. A. Anr.,s N. A. � A� A� A_ Power factor >0.995 Total harmonic distortion at rated power <2% This family of single-phase string The high-speed MPPT offers real- Highlights: Grid wiring termination type Terminal block,Pressure clamp,AWG 10-AWG4 inverters complements the typical time power tracking and improved — Single phase and split phase output I Input protection devices 1. f Reverse polarity protection Yes number of rooftop solar panels energy harvesting. grid connection. Over-voltage protection type Vanstor,2 for each channel enabling home-owners to get the most The flat efficiency curve ensures high — Wide input range for Increased PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floating arrays) efficient energy harvesting for the size efficiency at all output levels allowing stringing flexibility. 4 output protection devices 1 of theproperty. a consistent and stable performance — The high speed and precise MPPT Anti--standing protection Meets UL 1741/IEE,-L2/requirements 9 P Over-voltage protection type Vanstor,2(L,-Ls/L,-G) across the entire Input voltage and algorithm offers real time power Maximum AC OCPD Rating 20A 20A 15A 25A„ 20A„ 20&,,, 20A°„° 20&,,, 20A,_ 25Anus 25A,°,, 25A_, This inverter offers a dual input output power range. tracking and improved energy 1Efficiency Maximum efficiency 96 9% 97% 97/ 97% section that processes two strings The transformerless operation gives the harvesting. CEC efficiency 96% with independent Multiple Power Point highest efficiency of up to 97.0%. — Outdoor NEMA 4X rated enclosure t0perating performance Tracking(MPPT). The wide input voltage range makes for unrestricted use under any Night time consumption <0.6W,,,° This is especially useful for rooftop the Inverter suitable to low power environmental conditions Stand-by consumption <SW,— (Communication installations with two different installations with reduced string size. — Integrated DC disconnect switch user-interface 16 characters x 2 lines LCD display orientations from two sub-arrays This rugged outdoor inverter has been in compliance with International Remote monitoring(1xR8485 incl) VSN700 Data Logger(opt) oriented in different directions.(For designed to be a completely sealed Standards(-S Version) i Environmental Ambient air operating temperature range -13°F to+140°F with derating above 122°F(50°C) _ example.East and West) unit able to withstand the harshest Ambient air storage temperature range -40°F to+176°F(-40°C to+60°C) The dual input sections with environmental conditions. Relative humidity 0-100%RH condensing independent MPPT enable a more Acoustic noise emission level <50 db(A)@1 m P Maximum operating altitutde without derating 6560 It(2000 m) optimal energy harvesting condition. Power and productivity A D D 1 Capability enabled at nominal AC voltage and with sufficient DC power available for a better world TM 2 ABB Solar Inverters I Product flyer for PVI-3 0/3 6/3 8/4 2 TL-OUTD THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions I _ DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit-mm Peak Power Watts-P—(Wp)- -245 250- -255 - 260 ti 941 i Power Output Tolerance-PJ.+„u(%) 0-+3 ') THE Trinamount o Maximum PowerVoltage-VMv(V) ; 299 303 305 306 JUNCTION C ] eox �Maximum Power Current-Imvv(A) i 820 8 27 i 8,37 850 wsnrvure 'Open Circuit Voltage-Voc(V) i 37 8 38 0 i 38 1 i - 382 0 w4°iruuvcHou: • Short Circuit Current-Isc(A) E 875 8 79" 8'88 ? 900 MODULE Module Efficiency qm(%) 15 _ 153 I 15 6 159 STC Irtadiance 1000 W/m',Cell temperature 25°C.Air Mass AMI 5 accortling to EN 60904-3 Typical efficiency reduction of 4 5%at 200 W/m'according to EN 60904-1 l o - • ELECTRICAL DATA @ NOCT - - s O•+� ■ ■ , - ,Maximum Power-P—(Wp) i- 182 186 190 193 LL i g MaJamurn Power V0ltage-VMv(V) •i 276, "; 280 281 i 283 " € MULTICRYSTALLINEMODULE 6-043Gfl0UNDWGHOU i Maximum,PowerCurrent-imvr(A) i 659 665 674 684 i « =Duw How A A Open Circuit Volt age(V)-Voc IV) i 351 352 353 35.4 WITH TRINAMOUNT FRAME '. j •` i Short Circuit Current(A)-Isc(A) 707 ( 710 717 727 NOCT Irradiance at 800 W/m'•Ambient Temperature 20°C,Wind Speed I m/s 245-26OW PDOS 18 812 180 t 1 sack view ' POWER'OUTPUT RANGE fMECHANICAL DATA __. `L Fast and simple to install through drop In mounting solution A 11 solar acus i M lhcrystalhne 156 x 156 mm(b Inches) P g p g :Cell orientation ;60 cells(6 x 10) . i ` Module dimensions 1650 x 992 x 40 mm(64 95 x 39 05 x 1 57 inches) 15.9 t Wel9 ht ;21 3 kg(470lbs) MAXIMUM EFFICIENCY ( I 3 2 mm(0.131nches),Hlgh Transmission,AR Coated Tempered Glass , class - E"•",..,,,.�, — A-Ai w Backsheet • i White Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with TnnamountGroove I J-Box "IP 65 or IP 67 rated ) O A/1�� 1-V CURVES OF PV MODULE(245W) i -T '"�� •Cables "��Photovoltaic Technology cable 4 0 mm'(0 006 inches'), � I o m 1200 mm(47 2 inches) POWER OUTPUT GUARANTEE em ' kFire Rating `Type 280O _.....�...._.m....__,_...._.. .—,... Hi hl reliable due to stringent quality control '°° w/m `� 9 Y 9 4 Y ¢600 m i • Over 30 in-house tests(UV,TC,HE and many more) t sin ___—. As a leading global manufacturer �I� I f • In-house testing goes well beyond certification requirements v 4m TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic d�✓ 3m ' { - 20° 200W/m' _ Nominal Operating Cell I Operational Temperature i-40-+85°C t + products,we believe close I NA i l Temperature(NOCT) 44°C(±2°C) j _ cooperationwith our partners ; o� Maximum System i 1000V DCpEC) 11 is critical to success With local 0m IOm 20m 30m qpm i Temperature Coefflclent of Pwwz J-0 41%/°C' i Voltage' 1 1000V DC(UL) p { presence around the globe,Trina is Voltage(v) Temperature Coefficient of V— ,-0 32%/°C Max Series Fuse Rating f ISA able to provide exceptional service i Temperature Coefficient of Ise 0 05%/°c to each customer in each market , Certified to withstand challenging environmental _ _ and supplement our innovative, conditions reliable products with the backingi � • 2400 Pa wind load WARRANTY of Trina as a strong,bankable • 5400 Pa snow load - - partner. We are committed 3 10 year Product Workmanship Warranty to budding strategic,mutually ! t i beneficial collaboration with y 1 25 year Linear Power Warranty _�{ installers,developers,distributors i i (Please rater to product warranty for details) 9 and other partners as the 's backbone of our shared success in ----- --__ _ __ __. -___ _ . - CERTIFICATION driving Smart.EnergyTogether. LINEAR PERFORMANCE WARRANTY - ; ! m PACKAGING CONFIGURATION j 10Year Product Warranty•25 Year Llnear,Power Warranty a--. crus a$A Modules per box 26 pieces wl Trww.triSolar Limited A °Modules per 40'container 728 pieces w i www.irinasolarcom 3100% Adtliflo ' �� � � __.___-� ~ d 90% nal Volpe rlafg rrin0 ftcr.11near sWartaiCAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT pot4PAT�my ©2014 Tnna Solar Limped All rights reserved Specifications Included In this datasheet are subjectfoBTr�nasolar Bp% Trinasolar changewdhoutnohce Smart Energy Together ( Years ., s to is zo 2s Smart Energy Together poaO, ®Tnnastandard Indu<_Lry standard