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HomeMy WebLinkAbout42168-Z ��o�OSHEfUL��oG Town of Southold 4/10/2023 y� P.O.Box 1179 0 x 53095 Main Rd oy o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39582 Date: 4/4/2018 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1505 Village Ln.,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-11-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2017 pursuant to which Building Permit No. 42168 dated 11/21/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels on existinjz one family dwelling as applied for. The certificate is issued to Smith,James&Irene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42168 2/14/2018 PLUMBERS CERTIFICATION DATED A ri d ignature o�gu Xcp TOWN OF SOUTHOLD - ay BUILDING DEPARTMENT TOWN CLERIC'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42168 Date: 11/21/2017 Permission is hereby granted to: Smith, James 1505 Village Ln Mattituck, NY 11952 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 1505 Village Ln., Mattituck SCTM # 473889 Sec/Block/Lot# 107.-11-4 Pursuant to application dated 11/13/2017 and approved by the Building Inspector. To expire on 5/23/2019. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 r Buiding nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. R-13— 1 New Construction: Old or Pre-existing Building: Xi (check, pone) Location of Property: �� \j `\\a x L—ann I"I a+I +u C K House No. J Street Hamlet Owner or Owners of Property: :t_1 e 4" , Suffolk County Tax Map No 1000, Section 0-1 Block Lot Subdivision Filed Map. Lot: Permit No. I I t Date of Permit. Applicant: kf\-P�w Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: �� (check one) Fee Submitted: $ App M ant Signature pF SO�ry®l Town Hall Annex 1 O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richert(u-D-town.southold.ny.us Southold,NY 11971-0959 Q `yc®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Irene Smith Address: 1505 Village Lane city,Mattituck st: New York zip: 11952 Building Permit#: 42168 Section: 107 Block: 11 Lot. 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Long Island Solar License No: 46301-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 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 Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment. 6.84 KW Roof Mounted Photovoltaic System to Include: 19- SP-360 Panels, with Micro Inverters, A/C Disconnect. Notes: Inspector Signature: Date: February 14, 2018 0-Cert Electrical Compliance Form.xls pF SOUjyolo ��'Y�UUNiN,Occ� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ` 1PZ8 structural ENGINEERS March 8, 2018 SunPower Corporation 77 Rio Robles San Jose, CA,95134 Subject:Structural Certification for Installation of Solar Panels Job Number: 2017-05854 Client: Irene Smith-RP-27209 Address: 1505 Village Lane, Mattituck, NY 11952 Attn.:To Whom It May Concern On the above referenced project, I reviewed the PV installation that was specified in the plan.The purpose of the review was to verify the installation to be in conformance with the specifications and that any modifications were acceptable. After review, I certify that the PV panels were installed in conformance with the plans and specifications for this project,and the installation complies with the provisions of the 2015 IRC with 2017 NY State Uniform Code Supplement,ASCE 7-10,and NDS-12 . If you have;atjy.gGestiprisoff'th'e:,af ove;&o not}i�+ezitate to call. Sincerely,: of NEINY K' ZAtiF0'P Paul Zactier,:SrE. C7 J D 91365' D SSI(NP� APR - 4 2018 BUILDING DEM TOWN OF SOUTHOLD 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment FIELD ITS SPE qN 1M 'O x A +COAT, ,fi37C5 roM. A.,nom(1ST) ....................r............ - -- Fotrx��,Tx4N(2ND} � z ROUGH FR , Q& PLUMM�'G l INSULATION'BEA N.Y. STATE ENERGY CODE FaNAL . CA I TS Aj- WLi Zt� R TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL P® G-D*W-1 Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 r Planning Board approval FAX: (631) 765-9502 �Qf Survey Southold town ny.gov PERMIT NO. Check D � � Septic Form N.Y.S.D.E.C. DD Trustees C.O.Application NOV 1 3 2017 Flood Permit Examined J ,20 Single&Separate R ,h , SING D347,PT. Truss Identification Form TOWN OF SOUMOLD Storm-Water Assessment Form Contact: Approved ,20 Mail to: V��� Disapproved a/c mit + rnI � t Phone:B"Q-Iq 7y1K:R l � Expiration ,20Z I& kaoeng Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig ature of applicant or name,if a corporation) = - Hma e ' tie wit I� v4 (Mailing address of applicant) I lq5- � , Vii' , ,„I_;":1 �'• State whether applicant is owner, lessee, agent, architect,,engineer, general”,contractor, electrician, plumber or builder Name of owner of premises T- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's Trade's License No. 1. Location of landlolnwhich pro osed work will be done: ae House Number 1�^ Street Hamlet County Tax Map No. 1000 Section Block 1 Lot 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): C. ' L.d ding '' T_ F Ndd tion Alteration Repair Removal �� clition Otherl Work� CA V'- �,�C-�l' U (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units oNumber of dwelliing 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 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—9ff�,(jt_'y)i1C6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO'-P Will excess fill be removed from premises? YES NO 14 14. Names of Owner ofremises Address Phone No. Name of Architect 63 K. j?X3C0eC Address Phone No Name of Contractor=TSIQv1(I s�ddress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO lc� * 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 restrictionw't re pectjo this proper ? * YES NO IF YES, PROVIDE A COPY. MELISSA J FIORILLO Notary Public-State of New York STATE OF-NEW YORK) NO. 01F16302028 - - SS: Qualified in Suffolk County My Commission Expires Apr 28,2018 COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant ( - e ofe0t-nA individual signingcontract) above named, (S)He is the (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 are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of _15" bar 20� J-�Afg�& 0 is Signature of Applicant SUFFQ ',Scot-t- A. Russell X01 11��� STUEUWWA ]EIR, SUPERVISOR �� �� � M[AN AG]EMUEN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (_TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑M A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑EP B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑FM)D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®[ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑P F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, —�Signature�-Qntact-Information,-Date-&-County-Tax-Map_Number—Chapter-236-does-not-apply-to your--proi-eet. — If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional, gen Contractor,Other) S.C.T.M. #: 110100 /'� Date. NAME JCP — i r.,i Section Block Lot � Contact Information FORCoil`=--tJ1:�G i;€ ;'^,1?`1'�;i_N"1- t.,;L: Ci�I.`•' I dydm� .u,nrnr Reviewed By: —7 — — — — — — — — — — — — — - Date- Property ate-Pro erty Address / Location of Construction Work — — — — — — — — — — — — — — — — — 1 fV Approved for processing Building Permit. Stormwater Management Control Plan Not Required ❑ Stormwater Management Control Plan i�Required (Forward to Engineering Depai tment for Review) FORM # SMCP -TOS MAY 2014 . I OF SO�j�o� o Town Hall Annex Telephone(631)765-1802 54375 Main Road �Fax(631)765-950p22 P.O-Box 1179 G, Q roger_richert(�town_southold nV us Southold,NY 11971-0959 �UUtiI'I,� F I I • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: V14 �-,1� Date: – —1 l Company Narne: - Name: License No.: '.(66 Address: l' �1iid Phone No.: (� JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: ,e *Cross Street: atf, *Phone No.: i Permit No.: 1 i Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ky (Please Circle All That Apply) I *Is job ready for inspection: 1 YES/C) Rough In Final *Do-you need a Temp Certificate: YES NO I Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I - *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional-Information: PAYMENT DUE WITH APPLICATION e: 91081 82-Request for Inspection Form i p% SOVr�ol . Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q c®UNl`I,� February 26, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Long Island Solar Solutions 192 Artist Lake Dr Middle Island, NY 11953 Re: Smith, 1505 Village Lane, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Post installation certification letter requiredste panels were installed to the roof per NYS Building Code NR!! Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42168 — Solar Panels Owl, (:Z q,;Z S "Y :37 c;) 'A /V 0 7A 3N A LA llippv m SfqRJF;leLlC.1I IOU qj;!sarg," Ptil V'll A.11,13,rm*'nE,'J01 n3 61-44 "lao 0144 ol F,'u:pu,)j pus A:,-,-:.s.,wowu lamb'Aurcalloo oyfzyl 0'jls'Jz)q"N uO PUP'n;,ip(;oja 91 OLR' JOJ UO8,140 4lqI CL4 Aluo unj 110'i3 uoaJOq Pc-lel'tPul sosluDamf) 't,cfo*onil PlICA V Oq of pejoplewo Qq;Qu jpqc 2L 10$LOS OvAul 'Qual qqj 8UIJL'Uq IOU dOW ASAiris Sjjfj;o S91doo -Mal uopaonp, Aels 4jok m2r4 OtIl 40 Gou uojp�s JO UORiojn 9_sj Aa,,Jrs 91%4%of uo!llpp.i ZY ACS® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/06/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: BRAZIER AGENCY PHONE x :631-281 1700 F�N.).631-281-0160 1490 MONTAUK HWY E-MAIL ADDRESS: MASTIC, NY 11950 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:ATLANTIC CASUALTY INSURED INSURER B: LONG ISLAND SOLAR SOLUTIONS INC INSURER C: 22 HOLIDAY PARK RD INSURER D: CENTEREACH NY 11720 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TR TYPEOF INSURANCE ADDL SUBR POLICY NUMBER MM/DDPOLICY EFF MPPMIDDY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY L068021313-0 08/25/2017 08/25/2018 EACH OCCURRENCE $ 1,000 000 CLAIMS-MADE IFVIOCCUR PREMISES Ea occurrence) $ 100,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 X POLICY 0 JECOT- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 N OTHER $ B AUTOMOBILE LIABILITY B1 U4262N 11/14/2017 11/14/2018 COMBINED SINGLE LIMIT $ 100 000 Ea accident , ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED SCHEDX AUTOS BODILY BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESSIJAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTNE E.L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached d more space Is required) SOLAR ENERGY CONTRACTORS, ELECTRICAL WORK-WITHIN BUILDINGS AND CONTRACTORS- CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE 7&YYu o ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and loco are reaistered marks of ACORD iq` Afiy FY New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^A^" 263991470 COTGREAVE INSURANCE AGENCY INC 558 PORTION ROAD RONKONKOMA NY 11779 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER LONG ISLAND SOLAR SOLUTIONS INC TOWN OF SOUTHOLD 22 HOLIDAY PARK DR MAIN ROAD CENTEREACH NY 11720 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12382467-5 958914 02/18/2017 TO 02/18/2018 11/10/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2382 467-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOHN TOTTEN LONG ISLAND SOLAR SOLUTIONS INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:918621356 U-26.3 77 I ZZ=.a structural ENGINEERS November 7,2017 SunPower Corporation 77 Rio Robles San Jose,CA,95134 Subject:Structural Certification for Installation of Solar Panels Job Number:17-05854 Client: Irene Smith-RP-27209 Address:1505 Village Lane,Mattituck,NY 11952 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from SunPower Corporation. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood is supported by 2x6 @ 16"o.c.SPF#2 at ARRAY 1.The rafters are sloped at approximately 22 degree and have a maximum projected horizontal span of 15 ft 6 in between load bearing walls. Design Criteria: • Applicable Codes=2015 IRC with 2017 NY State Uniform Code Supplement,ASCE 7-10,and NDS-12 • Ground Snow Load=20 psf;Roof Snow Load=11.1 psf ARRAY 1 • Roof Dead Load=7.2 psf ARRAY 1 • Basic Wind Speed=135 mph Exposure Category C As a result of the completed field observation and design checks: • ARRAY 1:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance with the 2015 IRC with 2017 NY State Uniform Code Supplement �pF NE�y If you have any questions on the above,do not hesitate to call. Y.. ZgC�y0 CO Sincerely, yt Q r Y ; W4. " z Paul Zacher,S.E. AR�FES S1 1 7 - t 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment 1PZH structural ENGINEERS November 7,2017 SunPower Corporation 77 Rio Robles San Jose, CA,95134 Attn.:To Whom It May Concern re:Job 17-05854: Irene Smith-RP-27209 The following calculations are for the structural engineering design of the photovoltaic panels located at 1505 Village Lane, Mattituck, NY 11952.After review, Paul Zacher certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above, do not hesitate,to,.call. OF NEwY C-D Q� F Sincerely, r= z Ue?365' � R�FESSI�NP� Paul Zacher,S.E. 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment ZE Project: Irene Smith --Job#: 17-05854 PIDate: 11/7/2017 Engineer: PZSE Gravity Loading RoofSnow Load Calculations mpg-Ground Snow1oadVY . - 20 psf - J1 CQ=Exposure Factor= 0.9 (ASCE7-Table 7-2) (ASCE7-Table 7-3) I=Importance Factor �.' Pf='0:7_CePg (ASCE7-Eq 7-1) where pg 5 20 psf,Pf min=I x pg= N/A where_pg>20 psf,--Pf,min=20,x I= N/A Per ASCE,7-10,minimum values of'Pf shall apply to hip and gable roofs with slopes,less" than y15- Therefore,pf=Flat Roof Snow Load= 14 psf -� ry x .-747­ :' _! (ASCE7-Eq 7-2) Cs=Slope Factor= 0.800 ARRAY 1 Ps=Sloped Roof Snow Load 11.1 psf .' -(ARRAY 1 PV Dead Load=3 psf(Per SunPower Corporation), - Roof Liv_a Load= 19.15 psf ARRAY 1 Note:Roof live load is removed in area's covered by PV array \ Roof Dead Load ARRAY 1 _ __-Composition Shingle 4.00 L PlywWod _ 2x6 Rafters @ 16"o.c. 113 - Vaulted Ceiling LL 0.00 )(Ceiling Not Vaulted) Miscellaneous ~0.00 Total Roof DL ARRAY 1 6.6 psf,��� DL Adjusted to 22 Degree Slope ~7 2 psf I I i II I 2 of 5 ze Project: Irene Smith --Job#: 17-05854 Date: 11/7/2017 Engineer: PZSE Wind Calculations Per ASCE 7-10 Components and Cladding Input Variables Wind Speed 135 mph Exposure Category ' C� Roof Shape _ Gable y A Roof Slope 22 degrees Mean Roof Height_ 13 ft Building Least Width, 30 ft _Effective Wind Area 14.5 sf_ J_ oof,Zone Edge Distance,a �_ YPED Controlling C&C Wind Zone Zone 3 Design Wind Pressure Calculations 71 Wind Pressure P=qh*(G*Cp) qh-0.00256*Kz*Kzt*Kd*VA2 Kz(Exposure Coefficient)= 0.85 (Table 30.3-1) Kzt(topographic factor) (Rg.26.8- Ft Kd_ (Wind Directionality Factor)= 0.85 (_Table 26.6-1) i ~�~^V(Design Wind Speed)= 135 mph_ (Fig.26.5.1A) Risk Category= II _ (Table 1.5-1) qh= 33.7 psf. I 0.6*qh Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive _ _ w MnGCp -0.89 _-1.67 - 2-57 Uplift Pressure=, -18.10 psf -33.87 psf -51.97 psf 9.91 psf C✓ Attachment Dead Load 3.00 psf T 3.00 psf . 3.00 psf Max Rad Span Length= 5.33 ft 5.33 ft 5.33 ft _ Longitudinal Length= 2.73 ft _ 2.73 ft _2.73 ft (Attachment Tributary Area- 14.55 sf���14.55 sf _��14.55 sf Attachment Uplift= -2371b -4671b -7301b Lag Screw Uplift Capacity'Check Fastener= _5/16 inch --_ Fas_tene_rs IVlmimum Threaded Embed_m_e_nt Depth= 2.5 inch _Withdraw Capacity Per Inch= 205 lb_ �_(NDS'Eq 11:2.1) Allowable Withdraw Capacity= 820 Ib (NDS Table 10 3.1) 820 Ib capacity>7301b demand Therefore,OK Lag Screw{Shear Capaaty Check -'' _ Embedment Depth Reduction_Factor 1 '- - - Snow Lateral Force= 77 Ib - { Attachment Lateral Capacity= 288 lb _ (NDS Table 11K) - -' 287.5 Ib capacity:>77 Ib demand Therefore,OK 3 of 5 Project Title: Smith Engineer: Project ID: 17-05854 Project Descr ,DzH W�OCI Beam F File=T.12017PV Projectslsmithl7_058541ENGRIPVpanel.ec6 ENERCALC,INC.1983-2017,Build.6.17 3 29,Ver.617 3.29 KW-06002844 Licensee: PAUL ZACHER STRUCTURAL ENGINEER,INC. Description: ARRAY 1(Worst Case) CODE REFERENCES ; Calculations per NDS 2015, IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875.0 psi E:Modulus of Elasticity Load Combination iBC 2015 Fb-Compr 875.0 psi Ebend-xx 1,400.0 ksi Fc-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species :Spruce-Pine-Fir Fc-Perp 425.0 psi Wood Grade :No. 1/No.2 Fv 135.0 psi Ft 450.0 psi Density 26 210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Lr 0 0254695 S 0 018487 i D 0.00399 S(0 014763 i i WO 0254695 S 0 018487 D 0 009576 2x6 Span=15 50 ft Applied Loads 7 Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.00720 ksf, Tributary Width=1.330 ft,(Roof Dead) Uniform Load: Lr=0.01915, S=0.01390 ksf,Extent=0.0—>>2.780 ft, Tributary Width=1.330 ft,(Roof Live+Snow) Uniform Load: D=0.0030, S=0.01110 ksf,Extent=2.780-->>7.570 ft, Tributary Width=1.330 ft,(PV Dead+Slippery Snow) Uniform Load: Lr=0.01915, S=0.01390 ksf,Extent=7 570-->>15.50 ft, Tributary Width=1.330 ft,(Roof Live+Snow) DESIGN SUMMARY - • Maximum Bending Stress Ratio = 0.8921 Maximum Shear Stress Ratio = 0.241 : 1 Section used for this span 2x6 Section used for this span 2x6 fb:Actual = 1,342.51 psi fv:Actual = 37.39 psi FB:Allowable = 1,504.34psi Fv:Allowable = 155.25 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 7.750ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.762 in Ratio= 244>=180 Max Upward Transient Deflection 0.000 in Ratio= 0<180.0 Max Downward Total Deflection 1.264 in Ratio= 147>=120 Max Upward Total Deflection 0.000 in Ratio= 0<120.0 �I PZ® Project: Irene Smith --Job#: 17-05854 Date: 11/7/2017 Engineer: PZSE i Lateral Check:2015 IEBC Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) Roof 1500 sf 7`.2 psf: 10800"Ib _ r _ Ceiling 1500 sf _6.0 psf 9000 Ib ` _Wood Siding a 693 sf_ W 5.0-psf roM3467 Ib (8J5'Wall Height) j Int.Walls 347 sf 6.0 psf 2080 Ib s __ _ a Existing Weight of,Effected Building M ,,-25347 Ili; i Proposed Weight of PV System , _ Weight of PV System(Per SunPower Corporation) _3.0 psf_ Appr'ox:Area of Proposed PV System 338'sf i_ Approximate Total Weight of PV Systems '1014 Ib I 10%Comparison 10%of Existing Building Weight(Allowed) _ 253_5 Ib Approximate Weight-1System(Actual) ;U_< _w °10141b ; Percent Increase _ 4.0% i ,2535 Ib.$,1014 lb,,,Thdr6fore OK"e Per IEBC 402.4&403.4 and by inspection,portions of the roof that are impacted by installation of the array will be subject to a net reduction in design loading. Therefore,the existing structure may remain unaltered. I I 5 of 5 1e Shu" ",:• �'),�-�t!'v�"„ �—�� '�a ,���w•'t ie . may°:•;i _ — �. '�^.`�1,+' }i�1J1•{'Warr Jy ji�,�+�J[.,4e '�`•+��"-, ^ _ ++rYYr "'P '!�' - �1 Design-Driven Advantages #1 module aesthetics and efficiency' • Unmatched module reliabiliryz ��■ - SERIES No electrolytic capacitors M 25-year Combined Power and Product Warranty Maximize Value for Roof Size system for roof,not string inverter Optimize performance of each module Expand Deployment Options Complex roofs and partial shading Small systems System expandability Simplify&Speed Installation Optimize System and Installation Efficiency Factory-integrated microinverter Robust,double-locking AC connectors SunPower"AC Modules,which include a factory-integrated Design flexibility offsite and onsite SunPower microinverter,provide a revolutionary combination of high No DC string sizing process efficiency,high reliability,and module-level DC-to-AC power conversion • Fewer installation steps than competing systems Designed specifically for use with SunPower InvisiMountlm and the Intuitive commissioning SunPower Monitoring System,SunPower AC Modules enable rapid Component of Complete System installation,best-in-class system aesthetics,and intuitive visibility into - Built for use with SunPower°InvisiMountTM' system performance.All this comes with the best Combined Power and the SunPower Monitoring System and Product Warranty in the industry Superior system reliability and aesthetics ` A sunpower.com Datasheet f 'y - n1ry ^M y~•__rc-X.i i :.a - {i„ rY �•'f' SS:,.� ..'�„x1• ,P�,.. 'a' - -, `I.4`�.� ,}�'•T::" Hs.^Z� .y�i�a..t ' tA.- ,moi;� PP"-• ,s _ _ t_ iFin 'X`+:;,="+^' ,�. -,y f -,�,M1 -' - :�:3 �;�r .,f'';iy`- - F:"�i*�%, :yyw✓'N�•,��}i. -_ _ v.;^'�'f'.�1, �, x` cr�j ra. _ _ ,;'��, r ;y2h -'t;' r;,_ ,-.f,.F ',F',`i"'.;';�U,••���i, ,_r"f''T' - ^ µ' ,"•"t ^'Y°y �r f • "'�t`�a_�;tb i ,.=sl,^�"^=-'',S, _ Nom_ � .__- __—._ _ __ , ,_ .�� _ gx -� •, , t�h�. �ir' " =, •�� -tet' . � y Y+,•# } `'''';.7,"`;e•°iy b.ir'••.- � , .s•'' `�,M6a :3F� _ L'0 ®©` f�,0 0 ® .+ ,r''eF' •�xug .?��. ® •�` 'e�'-'_.',,�`n 'k'�`� SPR-X22-360-C-AC Operating Temp -40°F to+185°F(-40°C to+85°C) Nominal Power3(Pnom) 360 W Max Ambient 122°F(50°C) Power Tolerance +5/-04/0 Temp Avg.Panel Efflciency`t 22 2% Max Load Wind 62 psf,3000 Pa,305 kg/m2 front&back Temp Coef(Power) -0 29%/�C Snow 125 psf,6000 Pa,611 kg/m2 front Three bypass diodes Impact Resistance 1 Inch(25 mm)diameter hall at 52 mph(23 m/s) Shade Tolerance Integrated module-level maximum,power point tracking ' ( s Qsf:;' tl ;,r Warranties 25 year limited power warranty 25 ear limited product warranty Output @ 240 V(min/nom/max) 211/240/264 V Output @ 208 V(min./nom/max) 183/208/229 V UL listed to /1741,including - Output and IEEE1 547 1/1547 1 a Utility Operating Frequency(min/nom/max.) 59 3/60 0/60.5 Hz Interactive Output Power Factor(min) 099 PV Rapid Shutdown Equipment AC Max Continuous Output Current @ 240 V 1 33 A Equipment Grounding AC Max Continuous Output Current @ 208 V 1 54 A UL 6703,UL 9703 Connectors and cables(load AC Max Cont.Output Power 320 W break disconnection) DC/AC CEC Conversion Efficiency 960% UL 1703 PV Modules(Type 2 fire rating) Max Units Per 20 A Branch Circuit @ 240 V 12(single phase) Certifications Enables installation in accordance with Max Units Per 20 A Branch Circuit @ 208 V 10(two pole) NEC 690 6 No active phase balancing for 3 phase NEC 690 12 Rapid Shutdown(inside and outside the array) installations NEC 69015 AC Connectors,690 33(A)-(E)(1) 090 FCC and ICES-003 Class B Solar Cells 96 Monoc stalllne Maxeon Gen III When used with InvislMount racking(UL 2703) High-transmission tempered glass with Integrated grounding and bonding Front Glass Class A fire rated ants-reflective coating Environmental Rating Outdoor rated PID Test Potential-Induced degradation free Frame Class 1 black anodized(highest AAMA rating) Weight 45 5 lbs(20 6 kg) 280 mm [11 02 In] Recommended Max 1 3 In.(33 mm) � Module Spacing L'L 1mm EW [4343 6 in] 1046 mm _ ® [41 2 in] v l 30 mm [1 2In] 'Highest of over 3,200 silicon solar panels,Photon Module Survey,Feb 2014 1#1 rank in"PV Module Durability Initiative Public Report,"Fraunhofer CSE,Feb 2013 Five out of the top eight largest manufacturers were tested Campeau,Z et al"SunPower Module 1558 m Degradation Rate,"SunPowerwhite paper,Feb 2013 See www sunpowercom/facts for details I' [ m 61 3 in] 3Standard Test Conditions(1000 W/mz irradiance,AM 1 S,25°Q NREL calibration standard SOMS current,LACCS FF and voltage NI DC voltage is fully contained within the module 4Based on average of measured power values during production. Please read the safety and installation instructions for details See wwwsunpower convfacts for more reference information For more details,see extended datasheet www sunpower com/datasheets Document#516046 Rev D/LTR_US r CODE INFORMATION w 0 ' APPLICABLE CODES, LAWS AND REGULATIONS SOLAR INDIVIDUAL PERMIT PACKAGE 2016 INTERNATIONAL BUILDING CODE (IBC) 0 z Z) C pV� 2016 INTERNATIONAL RESIDENTIAL CODE(IRC) 'a Z ass o C 2016 INTERNATIONAL FIRE CODE(IFC) 7 < 1% ° =3g 2014 NATIONAL ELECTRIC CODE(NEC) Z o = x v sfo a � X06 IRENE SMITH O od 4 kW RETA N STORM WATER RUNOFF 6 . 8 GRID TIED PHOTOVOLTAIC SYSTEM PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 631 241 -6219 SATELLITE IMAGE 1505 VILLAGE LANE APPRO ED AS NOTE PROJECT LOCATION M ATTIT U C K NEW YORK 11952 DATE: B.P:# �� � _ For Structural Only FEE: �' BY: y t+ :OF NEfNY NOTIFY .BUILDING DEPARTME '`AT P K. z,q o A H J : M ATTIT U C K 765-1602 S'AM TO 4 PM FOR THE FOL dmN'GONS; 1. FOUNDATI04 - TWO`REQUIRED 2 i FOR POUR -'CONCRETE _ IN UTILITY: PS EG LONG ISLAND 2. ROUGH = #RAMING & PLUMB NG ® ��,0 91365- 3. INSULATION' RU sioNP� JOB NOTES . BE-COMPLETE FOR-C.O. ALL CONSTRUCTION SHALL ME ET THE SHEET INDEX W LO W YORK STATE. NOT RESPONSIB E n LAR ARCHITECTURAL DRAWINGS � N � DESIGN OR CONSTRUCTION E f� Ln U COVER SHEET .-i Qa �p PVA-1 ARRAY LAYOUT = p Z Y COMPLY WffH AUL CO LISA-OF ROOF 1 STRUCTURAL INFORMATION f~-, O w O iffiLU NEW YORK STATE & TO CODES ELECTRICAL w 0 g w Q � AS REQU9 RED AND CONDI IONS OF ONSPECT90N REQU8RE® LU o > Y � >O H p U > U H U On,RNGH)iW V OLAR ELECTRICAL DRAWINGS Y go 2 MOUNTING DETAILS U) TT DEC PVS-3-4 STRUCTURAL CALCULATIONS REVISIONS REV DESCRIPTION DATE DB CB OCCUPANCY OR PV SOLAR ELECTRICAL DRAWINGS USE O� UNLAWFUL p���p(`p�p �� PVE-1 ELECTRICAL SINGLE LINE DIAGRAM& �IUJp ��Ir� 1U1 U U OPPORTUNITY SPECIFICATIONS PROJECT RP-27209 ���� f ELECTRICAL CALCULATION DATE DRAWN 11-06-2017 ��TH®UT CER u P ELECTRICAL DATA&SPECIFICATIONS DRAWN BY ALBLANCO OF ®DDUP//��D� PVE-4 PLACARD/CONDUCTOR&OCPD SIZING TABLE DATE CHECKED 11-06-2017 (j PVE-S STRING DIAGRAM CHECKED BY APATEL PVE-6 INSPECTION LIST&COMMISSION REPORT SCALE NTS SHEET PVA-0 LEGEND ® :LL ♦ w w o � O wrb N N O JUNCTION BOX � a � \ CONDUIT m z Z a < O o 3� K a few O x 2 ^ �Wg 8.R � N 0 EXISTING SERVICE POINT i0 a ce s \ PROPERTY LINE 3'WIDE ACCESS PATH N-LC 1 NEW LOAD CENTER 1 �57 1 AC DISCONNECT For Structural Only MO UTILITY METER OF NEW �2Jll \ C-D K Zq� O�� 18" MIN VENT AREA ytr tt P r ClL/fid 36" MIN ROOF ACCESS GROUND ACCESS PATH J�� moo 091365' ��C• ROOF ACCESS PATH y��00 (E)GARAGE r _ _ ROFESSip�1P 36"GROUND ACCESS AREA w w 5 U) LLI U) r1j J F' V Ln U Orn \ a J z H H L Q Ir-I Q W O a0 ~O a r V) = g g LV d H z < Q- LLIZ > Q NOTE: o U Q 1. MINOR FIELD ADJUSTMENTS ALLOWED ~ Ln z BASED ON ACTUAL SITE CONDITION AND Q \ MEASUREMENTS. Q J Y Q � N - DD REVISIONS \ REV DESCRIPTION DATE DB CB CONTRACT MODULE &QUANTITY SPR-X22-360-D-AC(240)(19) \ INVERTER TYPE SPR-X22-360-D-AC(240)(19)AND QUANTITY OPPORTUNITY - ROOF TYPE COMPOSITION PROJECr RP-27209 DATE DRAWN 11-06-2017 STORY HOME TYPE 1 -STORY DRAWN BY ALBLANCO SYSTEM DATE CHECKED 11-06-2017 1380 ORIENTATION CHECKED BY r APATEL ROOF PITCH 5:12 SCALE 1/16"=1'-0- SHEET CONSUMPTION TBD PVA-1 MONITORING FIG.A: MODULE PLACEMENT AND FRAMING DETAIL: ROOF 1 LEGENDW o o EF ' W F- T T Q Fl9 EXISTING RAFTER 1A 3 a o U 'ga@ z o y ,0' • ROOF ATTACHMENT ® ° o O o5K \ rm Z ---- RAIL O x x " 8%R - - � a •• off„ \ o O � o� \ S CHIMNEY (n _ \\ ROOF VENT �\ Q VENT PIPE FOR EXISTING ROOF ONLY OF NE[1i PPJ�,K ZgCy O�� , 0 s W OFESSI� \ \\ Lu _ W \ ~ W N � z r1iI o U Ln Q Q Q g h a 2 iy 0 Z Y 0 LL >O g O z p0 } LLI V' = g a, W a z = 0 U FIG.B: STRUCTURAL FRAMING DETAIL (NTS) W L o u L-FOOT FLASHING ---- -- ---- N Ln Z F- INVISIMOUNT RAIL �jy MN Q Q LL LAC 2 0 0 0 RAFTER SIZE AND SPACING PV MODULE BOLT U) d 2" X 6"@ 16"0 C COMPOSITE SHINGLE ATTIC R E V I S 10 N S 2 LAYERS REV DESCRIPTION DATE DB CB LEGEND VALUE OPPORTUNITY c A O PROJECT RP-27209 B 245 - DATE DRAWN 11-06-2017 DRAWN BY ALBLANCO ' A B DATE CHECKED 11-06-2017 CHECKED BY I APATEL EXTERNAL LOAD INTERNAL LOAD SCALE 15/12W=V-0° BEARING WALL BEARING WALL SHEET PVA-2 MID CLAM W I- og N � � o Poaas o INVISIMOUNT RAIL tn ¢ 6> PV MODULE PV MODULE 3 < G ® Z z u EN ^ O O o us o5 < � O o N O 7 z < HEX CAP L O = = v 6„a8 L FOOT SHINGLE ON TOP OF c `� a FLASHING ^, & S v/ U COMPOSRION SHINGLES SHOE FLASHING ASSEMBLY 5/16'X 4'S S LAG BOLT WITH 5/16'WASHER®CENTER TYP 2 1/2'MIN EMBEDMENT INTO RAFTER. PRE-DRILL REQUIRED. (E)TRUSS OR RAFTER 2'X4'TRUSS OR RAFTER (DOUGLAS FIR OR EQUAL) INVISIMOUNT PER RAILS jii (2) PLR MODULE II r 05 MIN FIGURE 3: INVISIMOUNT ROOF ATTACHMENT DETAILS @ TRUSS / RAFTERS 1' - ����=-hi`s_--.�.��i�.,•"�-A_�b�Q-�-_="y-,-Lfi�<,. 'I -��J„Lr i--y_'�'-Ti���_-_-�T_-,`i�_��4`�_�-_-,-��IIC,_—��p.�_�:o5b—.�.JT_tfr�l__`,j'.JI�," SUNPOWER MODULE— 74_ mPa _--br�>-��•°1�'--'�s'[lIIIlI���S-bt1'--vY�4--4y°----`�y°b--1iri-jI },I II For Attachment Only OOF ATTACHMENTS - INVISIMOUNT RAIL"'_ ACANTILEVER MID CLAMP FIGURE 2. 3 pF NES, END CLAMP PER SUMMARY TABLE L FOOT L FOOT �Q� J�'K. Zq END CAP Q. CO Q Y- r —Y-1-Y-1 r--rr�� � '?-0'-Y�j PV MODULE PV MODULE COMPOSITION SHINGLES '- I' HINGLE ON TOP OF FLASHING � SHINGLE ON TOP OF FLASHING I � 5111t 9:.., ��s8!=c� 1 } _ u � ,.-o- o-l�.-c-[I s-.rd--.il�5�-4-4-0-{i �j' V �� � .- i��,--0 p-����.'. *I{ ,:.i J-cA i t ,0�0 136 N�. LJ� �fLLh_ J _ HEX CAP FES SIO P END CLAMP / (3) 16d SINKER NAIL OR HEX CAP-/ 1ING M ROOF ' SHEATHING MINIMUM TOE NAIL ON EACH END \ / / (E)TRUSS OR RAFTER (3) 1 6dSINKER NAIL TOE NAIL ON EACH END � W 5/16'X 4"S S LAG BOLT 5/16'X 4'S.S LAG BOLT (E)TRUSS OR RAFTER W / NOTE: 4'X6'FIAT BLOCKING WITH 5/16"WASHER® CENTER TYP. WITH 5/16'WASHER® CENTER TYP •WEIGHT OF INSTALLED ARRAY 3 5 PSF ONLY REQUIRED WHERE 2 1/2' MIN. EMBEDMENT INTO 2 1/2' MIN EMBEDMENT INTO RAFTER L Q ATTACHMENT POINT IS REQUIRED BLOCKING PRE-DRILL REQUIRED. H y �_ Ln BETWEEN RAFTERS/TRUSSES IN PRE-DRILL REQUIRED. M U •STAGGER ATTACHMENTS WHEREVER POSSIBLE ORDER TO MEET MAX < ,..I Q MID CLAMP CANTILEVER SHOWN IN FIG 1 J d SUMMARY TABLE. > zQ' Q FIGURE 1: PLAN VIEW, TYPICAL ARRAY LAYOUT FIGURE 4: INVISIMOUNT ROOF ATTACHMENT DETAILS @ BLOCKED LOCATIONS Co LU LU 0 w w U) p (7 a —� " = g W I I I 14" W a W w > Y z 11 I} r (.7 o - GO T__I__ REVISIONS JI V REV DESCRIPTION DATE DB CB I�_` OPPORTUNITY 14" 14' I B Ill PROJECT RP-27209 DATE DRAWN 11-06-2017 96 CELL MODULE 72 CELL MODULE DRAWN BY ALBLANCO •INVISIMOUNT RAILS SHALL BE POSITIONED IN THE NON-CROSS HATCHED REGIONS DATE CHECKED 11-06-2017 CHECKED BY APATEL FIGURE 2: INVISIMOUNT MOUNTING CLAMP POSITIONING DETAILS ff-LE NTS PVS-1 F ~ W O po �i foo FIGURE A: SINGLE LINE DIAGRAM-6.84 kWAC O N VI a o N a � 3 a =fi NOTE* e z � � � §�= BELOW ARE OPTIONAL OFFERINGS AND SHALL ® o :, o IT 9�; ONLY BE INSTALLED IF THE HOMEOWNER SIGNS ., o A SPECIFIC CONTRACT WITH SUNPOWER. < 0 o NE SUNPOWER MONITORING SYSTEM a f .gyp O S S N gp3 a V � goS o Kgs Al A 0 tJ� SUNPOWER MODULES JUNCTION BOX, (N)LOCKABLE SOLAR LOAD CENTER INCOMING SOURCE FEED SPR-X22-360-D-AC(240) NEMA-311, 100A MIN.,120/240V, HOFFMAN Al2R106 M L O,NEMA-311 ROOFTOP OR EQUIVALENT LOCATION.NEXT TO METER (E)MAIN SERVICE PANEL ARRAY WIRING A MANUF SQUARED (E)UTILITY METER 200A,120/24OV,1PH,3W I LOCATION•RIGHT SIDE B LOCATION*INSIDE HOUSE EXTERIOR WALL 1 E F LINE SIDE TAP I �D�E R�I Ac Branch Circuit#1 40A,2P ILSCO KUP-L-TAP Dc 11 AC MODULES IPC-4/0-6 56 200 875 20A 2P r\ I C DISCONNECT LOCATED NEXT TO I H AC Branch Circuit#2L 20A 2P 15A,2P METER WITHIN 10' Dc 8 AC MODULES FROM THIS TAP MCB 200A,2P I L J L _ F0 A TO EXISTING,�,�lj LOADS I I I I I II EXISTING C GROUND — PVS5X CTS �_CAT5e 9 ETHERNET UTILITY-LOCKABLE SAFETY SWITCH 60A,240VAC CONNECTION TO CUTLER-HAMMER DG222NGB OR EQUIVALENT DSL/CABLE MODEM LOCATED INSIDE WITH VISIBLE KNIFE BLADES p LU BRANCH CIRCUIT SUMMARY } LU BRANCH# ROOF LOCATION U) Y U In U U 2 -- _ J LU `4 a 0 V) � Z fy 3 A Z O 4 ~ °° LU LU O} wnF 5 V) g J J 2 6 Lu a Lu z �Z '-' LU TAG- DESCRIPTION CONDUCTOR/CONDUIT SCHEDULE W LU In U J 0- ELECTRICAL NOTES E- o 0 SOLAR AC MODULE/BRANCH ACM DESCRIPTION& CONDUCTOR SIZE NUMBER OF ~ O '�-I Z) O U o2S TAG CONDUIT/CABLE TYPE CONDUIT SIZE Z Q DC/DC CONVERTERS NO CONDUCTOR TYPE (AWG) CONDUCTORS z a, 1 PROPER LISTING EXPECTED FOR CONDITIONS OF USE ON ALL LUGS,FITTINGS,CRIMPS,ETC. SUNPOWER PROVIDED AC MODULES EXTENSION 2. ALL CONDUIT BEND RADII TO CONFORM TO THE NEC MINIMUM BEND RADII REQUIREMENTS Q SOURCE CIRCUIT JUNCTION BOX YES CABLE,LISTED AS AN ASSEMBLY #12 2 Q Q W TYPE-ER,CI PER 3 MINIMUM CLEARANCE SHALL BE MAINTAINED PER NEC FOR ALL NEW EQUIPMENTS TO BE INSTALLED. J 0 BRANCH CIRCUIT .Y O J ® SEPARATE DC,DISCONNECT NO WITH EGC #12 1 4 EXISTING GROUNDING ELECFRODE SYSTEM MUST MEET NEC AND LOCAL UTILITY REQUIREMENTS u)LD 5 COPPER CONDUCTORS SHALL BE USED UNLESS SPECIFIED. �t Q INTERNAL INVERTER DC DISCONNECT NO ❑ THWN-2 #10 4 EMT 3/4" 6 TYPE NM(ROMEX)CONDUCTORS ARE ALLOWED FOR INTERNAL AND ATTIC RUNS AND SHALL BE INSTALLED MEETING NEC REQUIREMENTS. © STRING INVERTER NO EGC.THWN-2 #10 1 7 IF MAIN SERVICE PANEL IS TO BE UPGRADED,IT WILL BE PERMITTED AND INSTALLED BY 3RD PARTY. 8 AC WIRING SHALL UPSIZE IF VOLTAGE DROP EXCEEDS 2% 8 LOCKABLE SOLAR LOAD CENTER YES THWN #14 3 9.RUN CONDUCTORS IN EXISTING CONDUIT WHEN AVAILABLE PROVIDED IT HAS NO OTHER CONDUCTORS RUNNING THROUGH IT REVISIONS © EMT 1/2" 10 EQUIVALENT SPECIFICATION ON CABLES AND ELECTRICAL EQUIPMENT SPECIFIED ARE ACCEPTABLE. REV DESCRIPTION DATE DB CB 0 PV PRODUCTION METER NO EGC*THWN #14 1 11.AS DC POWER IS INTERNAL TO THE MODULE,GROUNDING ELECTRODE CONDUCTOR(GEC)FOR THE MODULE OR ARRAY IS NOT REQUIRED. Q9 SEPARATE AC DISCONNECT YES AWG TWISTED PAIR #22 2 - ❑D EMT 1/2" CHECK BOX FOR WHETHER SYSTEM IS GROUNDED OR UNGROUNDED. THWN-2 #8 3 ❑ GROUNDED(INCLUDE GEC) ❑E EMT 3/4" Ew( UNGROUNDED EGC THWN-2 #SO 1 OPPORTUNITY FOR UNGROUNDED SYSTEMS: • DC OCPD DISCONNECT BOTH CONDUCTORS OF EACH THWN-2 #6 3 PROJECT RP-27209 SOURCE CIRCUITEGC•THWN-2 #10 1 EMT 3/4" DATE DRAWN 11-06-2017 • UNGROUNDED CONDUCTORS MUST BE IDENTIFIED PER 210.5(C).WHITE FINISHED CONDUCTORS ARE NOT _ DRAWN BY ALBLANCO PERMITTED DATE CHECKED 11-06-2017 CHECKED BY APATEL SCALE NTS SHEET PVE-1 ® x . Cie N F ELECTRICAL CALCULATIONS 0 aF Lu F oIN g�= N N a o S N a O z 0 z - � F z m o = x 3 a 0 � ROOF JCT BOXTO SUB-PANEL WIRING-BRANCH 1 #10 ROOF JCTBOX TOSUB-PANEL WIRING-BRANCH 2 #10 SUB-PANELTOGRID-TIE WIRING #8 ' NUMBER OF MODULES PER BRANCH CIRCUIT 30 NUMBER OF MODULES PER BRANCH CIRCUIT 9 VOLTAGE 240 V VOLTAGE 240V VOLTAGE 240V SUM OF BRANCHES:lour TOTAL= 25 27 A BRANCHCURRENT:IDur= 13.30A BRANCH CURRENT-lour= 11.97A MINIMUM WIREAMPACITY:[MAX=1oNTOTALx1.25 31.59A MIN IMUM WIRE AMPACITY:IMAX=ICLUX1,25 16 63 A MINIMUM WIRE AMPACITY:IMAX=IAC OWX1.25 14.96A CONDUCTORDE-RATING CONDUCTOR DE-RATING CONDUCTOR DE-RATING MAXIMUM AMBIENTTEMPERATURE 46°C MAXIMUM AMBIENTTEMPERATURE 46°C MAXIMUM AMBIENTTEMPERATURE 46°C TEMPERATURE USED FOR AMPACITY DE-RATING _ 46°C TEMPERATURE ADDER 22°C TEMPERATURE ADDER 22"C TEMPERATURE DE-RATING COEFFICIENT 087 TEMPERATURE USED FOR AMPACITY DE-RATING 68°C TEMPERATURE USED FOR AMPACITY DE-RATING WC FILL DE-RATING COEFFICIENT 1. TEMPERATURE DE-RATING COEFFICIENT 0.58 TEMPERATURE DE-RATING COEFFICIENT 0.58 Iwim min=lour/TEMP COEFF/FILL COEFF 29.05A FILL DE-RATING COEFFICIENT 08 FILL DE-RATING COEFFICIENT 0.8 WIRE SIZE AMPACITY-MAX OF(ImaxORWire_min) 31.59A ImumlN=lour/TEMP_COEFF/FILL COEFF 28.66A IWIR�MIN=lour/TEMP COEFF/FILL COEFF 25 BOA WIRE SIZE SELECTED BASED ONAMPACITY WIRE SIZE AMPACITY=MAX OF(ImaxOR[wire min) 28.66A WI RE SIZEAMPACITY=MAX OF(Imax ORlwiremin) 25.80A AMPACITYATTERMINATION(>WIRESIZE AMPACTTY) 5OA WIRE SIZE SELECTED BASED ONAMPACITY #10 WI RE SIZE SELECTED BASED ON AMPACITY #10 CON DUCTOR SIZE P ER N EC AMPACITYATTERMINAT]ON(>WIRESIZEAMPACITY) 35A AMPACITYATTERMINAT]ON(>WIRESIZEAMPACITY) 35A CO N DUCTOR S IZE ADI LISTED FO R VO LTAGE DROP #8 CON DUCTOR SIZE PER NEC 010 CONDUCTOR SIZE PER NEC #10 VOLTAGE DROP AT 10 FT DISTANCE L116 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #10 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #10 OVERCURRENTPROTECDON 40A 2P VOLTAGE DROP AT95 FT DISTANCE L16% VOLTAGE DROP AT 85 FT DISTANCE LOS% MIN IMUM OCPD=Iourx125 1119A OVERCURRENTPROTECTION 20A. OVERCURRENTPROTECTION 20A,2p NEXT LARGER OCPD SIZE 40A MIN IMUMOCPD=lourx2.25 16 63 A MINIMUM OCPD=lour x1.25 1496A NEXT LARGER OCPD SIZE 20A NEXTLARGER OCPD SIZE 20A LU U) w }, (� v Y 0) U z Q 4 Q O 13 LU Z -I 5 OLU O d LLI J U- )g � _ju Lu a w < z p > z Q LU LU p In > L0 1--I Ur zLu J OC w Y O v N REVISIONS REV DESCRIPTION DATE DB CB ' OPPORTUNITY - PROJECT RP-27209 DATE DRAWN 11-06-2017 DRAWN BY ALBLANCO DATE CHECKED 11-06-2017 CHECKED BY APATEL _ SCALE NTS SHEET PVE-2 ELECTRICAL DATA&SPECIFICATIONS W O pew N N v o 5.2 r } m N a�o A a � 0 2 g 0u o � F PHOTOVOLTAIC SYSTEM • • • • /1 m WITH OWARNING•WARNING:• . • • Z "E INVERTER OUTPUT Co. DUAL POWER SOURCES SECOND 7 • • • •• • DO NOT RELOCATETMIS z O = x 853 SOURCE IS PHOTOVOLTAIC SYSTEM OVERCURRENT DEVICE INTERCONNECTION SIGNAGE LOCATIONS: • • • • D w z �� WARNING: • TERMINALS. • I•• •• • A MAIN SERVICE PANEL • • • • ' • • • ♦/•� 0U • • ;• •NEW INDOOR/OUTDOOR LOAD CENTER �/ € LINE • • •,• • • •INDOOR/OUTDOOR SUB PANEL IN THE OPEN POSITION.fORSIGNAGE LOCATIONS' DE-ENERGIZE BOTH SOURCE AND MAIN BREAKERNEW INDOOR/OUTDOOR LOAD CENTER PV POWER SOURCE MAXIMUM RATED AC• 25 27 A MAXIMUM OPERATING AC VOLTAGE: 240 V • SOLAR BREAKER •• NOT RELOCATETHIS SIGNAGE LOCATIONS. •VERCURRENT DEVICE •MAIN SERVICE PANEL PV SYSTEM AC DISCONNECT • NEW INDOOR/OUTDOOR LOAD CENTER SIGNAGE LOCATIONS A •MAIN SERVICE PANEL C •NEW INDOOR/OUTDOOR LOAD CENTER o •INDOOR/OUTDOOR SUB PANEL LOAD CENTER (N)LOAD CENTER PHOTOVOLTAIC SYSTEM • • DISCONNECT A DISCONNECT I WARNING PHOTOVOLTAIC POWER SOURCE SIGNAGE LOCATIONS: RATED • 25.27 A . INDOOR/OUTDOOR AC DISCONNECT NOMINALOPERATING AC VOLTAGE: 240 VVOLTS SIGNAGE LOCATIONS: • INDOOR/OUTDOOR AC DISCONNECT g W H W In JBOX V Q O rq Y Q 0) U tW .--I °' i Z U LU w CL (7 a = g Lu - Lu IZ J lil Q SIGNAGE NOTES Z W > z p Q 1- LnU j LTJ 1 MATERIAL USED FOR THE SIGNAGE SHALL BE REFLECTIVE,WEATHER RESISTANT AND I--L z U SUITABLE FOR THE ENVIRONMENT H Q � fI_X_, 2 ALL SIGNAGE SHALL HAVE ALL CAPITAL LETTERS WITH MINIMUM%"LETTER HEIGHT, �j W WHITE ON RED BACKGROUND. �[ O J In W 3 MAIN SERVICE DISCONNECT MARKING SHALL BE PLACED ADJACENT TO MAIN SERVICE W DISCONNECT IN A LOCATION CLEARLY VISIBLE FROM THE LOCATION WHERE THE LEVER IS OPERATED ko 4 MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR DC CONDUIT,RACEWAYS, REVISIONS ENCLOSURES,CABLE ASSEMBLIES,AND JUNCTION BOXES TO ALERT THE FIRE SERVICE REV DESCRIPTION DATE DB CB TO AVOID CUTTING THEM.MARKINGS SHALL BE PLACED EVERY 10',AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS,AND AT ALL DC COMBINER AND JUNCTION BOXES. 5 DO NOT USE SCREWS FOR SIGNAGE ATTACHMENT USE ONLY APPROVED ADHESIVE OPPORTUNITY - PROJECT RP-27209 DATE DRAWN 11-06-2017 DRAWN BY ALBLANCO DATE CHECKED 11-06-2017 CHECKED BY APATEL PSCALE NTS SHEET PVE-3 •. MIR-MM-1111,151• • W cc l Conductor& OCP sizing Based on 50°C(120°F) OOOD©o00omm® 74 AWG'14 AWG1;14 AWG;i 14 AWG'l 14 AWG'14 AWG I14 AWG 114 AWGI 14 AWG 112 AWGI 72 AYIG•I12 AWG' 15A 15A 15A J ISA I ISA ( 15A �� 15A i5A i; 18A 2D.A � 20A II 2DA ,74AWG 74 AWG114 AWGj 14 AlM1G�14 AWGI�I4AWG114 AWG.14.AWG114 AWGI120.WG 72 AWG"•12.AW� _75A I 15A�-15A 75'A �15 A _ lSA I_15A 15A 75A '1_._20A ei. 20A�L2DA i — 74 AWG '74 AWGI,14 AWG 114 AWG174 AWG'74AWG 12 AWG I12 AWG1172 AWG 370#WG''"ID AWGI 70 AWGI �^15A 15AJ1 15.7\ 11 75A il^15A.li ISA _; .i5A LSA— � 15A 20A 1L 2011 jj 20A 1 ®14AWG•74AWG 14AWGi,14AWG111 AWG11_l1WGI12AWGL70AWG 1_OAWG'�10AWG;70AwGj10AWG r 71 - _ _ __1SA ,� 15-A.-L_15A 1L 1SA I 75A (h�'IS,A �L15A 7SA: ISA 1 20A -20 A. �20A ;. i ®i1g AWG 74 AWG X14 AWG7�12'AWG�112 WA G 70 AWG 10 AWG. 70 A_WG 10 ALVG1r8.AWGl PAV7G: LAWG ' 15A 15A I liJA �I 1SA I 15-AJ �15A� 15A 1 15A 15A 2DA ( 20A� 2DA1 + 74AWG 14rAWGIj.14AWG1f12AWG'10 AWG 10 AWG 10 AWG 10 AWGI,tl AWW�'18AWG 'tAWG� YkWGt 75A 15A 1 15A ( 75A 15A 75A 150.— 75A 75-A 1 2)A 1 21A T 2DA • • _ • . , • • j - 1 L 1C UC—; J�-1�C tet_ A • 74AWG174AWG112AWG��I2AWG•90A G 10AWG�II0AWGIEAWG118AWG(y8AWG1 G,AWG -6'l;VJG. • ® 15A _151' _A S _ � 15,A I 15A. ISA �15A 15-A -15A-11 20A� 20,A 20 A'. , •. • • ®1 74AWGl14AWG1r12AWG tOAWG'110AWG1 70 AWGj LAWG IIAWG_ EAWG 6AWG� G.AWG 6AWG �_75A _ISA 11 15AU 15A 'r15A 715'A i5A I 15A: 75A 20.A� 20A 20A Conductor& OCP Sizing Based on 600C(140°F) • • , • 0©©0©oi70om0m • • • 119 AWG.,I4 AWGII I4 AWG`r14 AWGI I4 AWGI "LISA AWG-l4 AWG1114 AWG'I2AWG'12 AWG'I120.WG' • ©L15A 15AJ�.15A—j�15A..(�15A II 'IS.A jL 15A!_15A�ff1 15_A 1' 2DA zoA' •I�Zo • • • �4 AWG1114 AWG�14.AWG,14AWG1�14AWG114AWG 14 AWG!14 AWG 74 AWG•12 AWG I'R AWG,112 AW G' • -15 A 1�_15 A JL 15 A 'I A_ji_ISA :1 ISA ,15.A�L15 A��-20 A�L 20 A IL20 114AWG,14AWG114AWG?i14AWG14AWGj74AWG 12AWG(I12AWG�12AV1G"10AVJG'10AWG 10 AWGj • �■ 15A 15A I� ISA 1.IA jCSA �%-SA 15A— 7SA]j 1,5A ,;" 2(lA 20A CO ®11 114 AWG 14.AWG1114 AWG,r14 AW'G712 AW 127iWG1I 12AWW 70 AWG I10.W 110rA 70 AWGI E_•AWG: 1_75A i 7SA 7SA I�15A �75'A �� 75A 75 A~L/1�. 2DA 20A 2D:A�. ®14 AWG 14.A G 114 AWG`12.AWGI 1.2 AWGI 1D_AW6 L10 W 10 AWG 10)1WG,1^E AWG_ -i AWG EAWG' r 15 A. J IL—15 A.1 15 A. 1SA 75 Ay 1SA 1S A, Is.A '(_ 0A 1..20A L6- ®1 174 AWG 74AWG 14.AUV 72AWG�70 AW 70AWG 10 AWG S ANIG LAWG 1�E AWG L%1WG Y:AWG `75'A _iS:A�`�75 A� ASA I ,75A ,75A 75`A 15A�. 7SA 20A : :20A ''2U-A: • • ®1 A4 WG 14•AWG 12.AWGt 12AWG -10 AWG 10 AWGiAWG EAWG 1E'AWGISAWG LAWG CAWG . • • • Ui • ;-15A I�i_15JD A I 15A-f•,r�75A �.75A aSA I -1SA`.r 15A ZOA` ZO.A 20A • I74 AWG[,'74 AWG 12AWG 10'AWG 10 AWG .E RWG LAWG iAWG it;AW6 AWG EAWG i-AWG 11 L15A fiSA. 15A iSA 15+A" �+SA ,15A15A 15A, 2DA 20A 20A �• • .- J .. .. . • • 'IO;AWG 14 AWG'i 20, 12AWG • JOA WG i AWG _.■ t INSTALLER NAME: LuW p�= N m v o r�8 BRANCH VOLTAGES: N 3 ` p ® Z K U G �0� 1. 2 o n m 2. a cc 0 c v �s 3. O = = s 4. K o U 5. 6. LEGEND & SYMBOLS: 3.3', PLUG/PLUG --------------------- 10', PLUG/PLUG 6.5', RECEPTACLE/RECEPTACLE 10', RECEPTACLE/RECEPTACLE 5', PLUG/RECEPTACLE ♦ 10', PLUG/RECEPTACLE DAISY CHAIN END CAPS / ♦ J y ♦ J ♦ e o ° e o , ' e 4 a ° ° W } U a J N ¢ N U 0. W .-H 0 U.1 Lu J c w a w W H z D U Lu W In u N H (n • o c O ♦�'/ ^ REVISIONS REV DESCRIPTION DATE DB CB O �• 9L'p O OPPORTUNITY - PROIECT RP-27209 DATE DRAWN 11-06-2017 DRAWN BY ALBLANCO DATE CHECKED I1-06-2017 CHECKED BY A ff-LE 41/256"=1'-0" PVE-5 f � - W = R F Q O FSy s } Y pN FsLL IJJ ® UO S U M P WE Re RESIDENTIAL OPERATIONS n. m z o ffe§ , Q o = o Required Photos for SunPower Direct Installations Y Z ° _ v o D o � INSTRUCTIONS: Scan and email all items below in one .pdf document. Email must be receiveda ; tn U Io before the end of the a final day of the installation, and the report will include each item on the list below. 2. 41 On r- 3o a o a t o� v Email: quality_Od64@sendtodropbox.com a Cu ,- m iv o A M c m Checkout Docs (take picture) E iC•9iElectrical Commissioning Report and Notes/Punch list ; 1- SlAs-built drawing indicating strings/circuits and any field changes ° r d 00 N - 21 If AC Modules,scan the layout map (serial number stickers) used on site m 3 E E' Arrays and conduit run d = id W a A 0Inside each rooftop junction box MWIder angle of junction box showing array wires entering and attic'penetration 0Installed rails—show grounding detail if applicable � %DCLC LA 0 Close-up of Roof Attachment with flashing (Tile: show underlayment flashing) d E > CL 3 0 Picture(s)showing all panels in system " � a =Wire management-Show wires/cables under array at transition to junction box £ in MISid'e of array showing InvisiMount rail ends flush to'the array Winstalled electrical transition box showing entry of array conductors WSConduit run including all rooftop, attic and wall mounted locations Equipment(eBOS) M 1,n o BIWide angle shot including all equipmento s LU w 0 0 DC Disconnect(if applicable)—Show internal wiring, including integrated inverter o e >_ N � -W terminations ^' ^' Ln Lna In a z a O QAC Disconnect(if applicable) -Show internal wiring' N a v = o z M 0Subpanel (if applicable)—Show internal wiring'with dead front removed � o W' g Ce X ° o w No Point of Interconnection—close up of breaker/tap with dead front removed Y cn _ L -CL o 0 g W 10 Point of Interconnection—wide angle of panel showing all internal wiring d LU z o z _ L SunF- wer Monitoring e — u ,� ,�To to W LU o U Y 0 PoU) z x Ln •" Inside PVS5x enclosure—showing power and CT wire terminations o - - - M0 > z z z z O CT location—close up of CTs with dead front removed V a z z M fl H £ �, a z z a o V Y ,� g Router Location -Show PLC in wall receptacle o .o iu u 4 � � -J _J � .3 ° " " u u _J _J � ° J Y O LU a � � ;E 5 5aa 1E � c ooppc� t�c� o as M z MRouter Location—Close up of cable plugged into router. � �, E „ a a a > a n•c ° o + g a a Beauty shots ;v € z' a a m u > >> _ a > > > > > >> > > ° d d d « REVISIONS Wide angle shot of array(s)shot for the purpose of using in marketing materials. z a a N E a E a REV DESCRIPTION DATE DB ce t; t cc 7 C j V vI V ,. u v>i V Co 10 y c C W n. a W o. d a O V V Sun Power Corp 2015 OPPORTUNITY - PROJECT RP-27209 DATE DRAWN 11-06-2017 -- DRAWN BY ALBLANCO DATE CHECKED 11-06-2017 CHECKED BY APATEL FIGURE 1: SUNPOWER QUALITY INSPECTION LIST ` FIGURE 2: SUNPOWER ELECTRICAL COMMISSIONING REPORT SCALE NTS SHEET PVE-6