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HomeMy WebLinkAbout38606-ZTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE a •� 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 #: 38606 Date: 1/6/2014 Permission is hereby granted to: Maher, Louise PO BOX 126 Greenport. NY 11944 To: Installation of roof -mounted solar panels as applied for. . At premises located at: 265 Summit Ln, East Marion SCTM # 473889 Sec/Block/Lot # 35.-8-5.24 Pursuant to application dated 12/19/2013 To expire on 7/8/2015. Fees: and approved by the Building Inspector. SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 Total: $100.00 uilding Inspector 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%om plumber certifying that the solder used in system contains less thari 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 A' val•of completed site plan requirements. 13. For�wflsting buildings (prioHoApril 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 S50.00, Businesses $50.00. • 2. Certificate of Occupancy on Pre-existing Building - $100.00 .3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 .5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: rt-- (-,o � oga-- (M zt House Wo. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, "Section -B lock = Lot. �- ` Subdivision:.Piled Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Apprdvl: " Underwriters Approval: Planning Board ;Approval:. . Request for. Temporary.Certificate• Final Certificate: (check one) . Fee Submitted: $ Ap Iicant Signature TOWN OF SOUTHOLD •BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 Southold.Town.NorthFork.net Examined (, , 20_j, 1 Approved , 20 Disapproved a/c Expiration i 20 ) �1 �DEC 1 9 2013 BLDG. DEPT. TOWN OF SOUTHOLD PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application_ Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date t Z- r20_N5 INSTRUCTIONS --—FlTispp– ticio�i NIOT 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 l?.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 Regutations, 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. (S'gnature of applicant or na e, if co oration) (Mailing address of appli nt) State whether applicant is owner, lessee; agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �--Z uz se– (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. '�j— kA Plumbers License No. Electricians License No. =ih E Other Trade's License No. 1. LocatiQn tf�1 House Number Street sed work will be dgRe Hamlet County Tax Map No. 1000 Section -; � Block � Lot S-QL) Subdivision 2. State existing use and occupancy of a. Existing use and occupancy. b. Intended use and occupancy Filed Map No. Lot and intended use and occupancy of proposed construction: 3. Nature of work (check which applicable): New Building Addition Alt ation Repair Removal Demolition Other Work /-- (Des ription) 4. Estimated Cost Fee UbN6) �� 5. If dwelling, number of dwelling units !` If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor A q If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth Rear Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front Rear Depth l Gate of Purchase Name. of Former Owner AKZone 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 ,L Will excess fill be removed from premises? YES NO premises 14. Names of Owner of ses�� Lbu_ ' Address 5� Phone o. )3l � p Name of Architect Address 0SClekruiec-oW CA 3,' 02— Name of ContractorAddress _jA',C M&DrA" Phone No. SWS Z43Z l►� 4-Cw11-7w! 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_K * IF YES, D.E.C. PERMITS MAY BE REQUIRED. s 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 ) EV yP D OL( - it being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or hauerformed the said work and to -Make and file this application; that all statements contained in this application are true to �� of his lki wledge and -belief; and that the work will be performed in the manner set forth in the application fibs '��ith. �V '���- 0 Swor o before me th'�0t<`�'� day oWaal 20 V.Q' X 5 Notary Pu is Signature of Applicant F, $O(/�yOlO Town Hall Annex Telephone (631) 765-1802 54375 Main Road N (631) 765-995Q2 P.O. Box 1179 G Q roger.richertt iaownsoutllol1Cdl.nV.us Southold, NY 11971-0959 BUMDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: r (p Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: - *Phone No.: Permit No.: Tax -Map District: 1000 Section: _ Block: Lot: S— *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / Rough In Final *Do. you need a Tem p Certificate: YES / . N Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form ThIS certifies that bearer Is duly licensed by the County of Suffolk SUFFOLK COUNTY DEPT OF LABOR. LICENSING & CONSUMER A=Alec i MS'ER ELECTRICIAN, rein JASON KANE .u:,-,.sskwm SOLAR CITY CORP Lk~ft-4•. ow•yrwa 51331 -ME o3!1s!zola 03!01!2015 { SUFFOLK COUNTY DEPT OF LAWR, LICENSING d CONSUMER AFFAIRS HOME INPROVEIIiENT CONTRACTOR : Qf.NSE sr'AUN i, t hAt'h'eAA ?tva that the sswaw bmwad* SOLARCITYCORKWAMM licensed by the County of Suffolk 52057-H 52057-H C-- ("""ANO"" 0WIt2015 ,4 CERTIFICATE OF LIABILITY INSURANCE DATE (MWDD/YYYY) 09/09/2013 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 0726293 1-415-546-9300 Arthur J. Gallagher & Co. Insurance Brokers of California, Inc., License #0726293 1255 Batter Street #450 Y CONTACT Brendan Quinlan NAME: PHONN ,415-536-4020 Fvc No: E-MAIL brendan inlan@ajg.com ADDRESS: quinlan@ajg.com INSURERS AFFORDING COVERAGE NAIC # Francisco, CA 94111 INSURER A: LIBERTY NUT FIRS INS CO 23035 TB2661066265053 INSURED INSURER B: LIBERTY INS CORP 42404 SolarCity Corporation INSURER C INSURER D: 3055 Clearview Way INSURER E: San Mateo , CA 94402 INSURER F: CCIVFRArFS CERTIFICATE NUMBER: 35643658 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 LTR TYPE OF INSURANCE ADDL SUBR NUMBER POLIPOLICY MM/DDY� POLICY EXP LIMITS A GENERAL LIABILITY TB2661066265053 09/01/1 09/01/14 EACH OCCURRENCE $ 1,000,000 8 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ CLAIMS -MADE PEIOCCUR MED EXP (Any one person) $ 10,000 PERSONAL &ADV INJURY $ 1,000,000 X Deductible: $25,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 $ R POLICY JEC0j F7 LOC A AUTOMOBILE LIABILITY AS2661066285043 09 701 12 09 70-171-4 COMBINED SINGLE LIMIT 1,000,000 Ea accident BODILY INJURY (Per person) $ % ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS PROPERTY DAMAGE $ Per accident NO OWNED HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ B B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? N� (Mandatory In NH) N/A WA766D066265023 (Dad) WC7661066265033 (WI Retro) 09/01/1 09/01/1 09/01/14 09/01/14 X WCSTATU- OTH- I EEL E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Proof of Insurance. CERTIFICATE HOLDER CANCELLATION ACORD 25 (2010/05) djsan 35643658 ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold, NY 11971 �-__ /% a� USA /�"' "` ACORD 25 (2010/05) djsan 35643658 ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LOC #: A � ADDITIONAL REMARKS SCHEDULE Page of AGENCY Arthur J. Gallagher & Co. Insurance Brokers of California, Inc., License #0726293 NAMED INSURED SolarCity Corporation 3055 Clearview Way POLICYNUMBER San Mateo , CA 94402 CARRIER NAICCODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE: WC Policy # WA766DO66265023 (Ded) includes Deductible: $150,000. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. 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) 1b. Business Telephone Number of Insured (650) 963-5161 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, La, a Wrap -Up Id. 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" Town of Southold WA7-66D-066265-023 54375 Route 25 Southold, NY 11971 3c. Policy effective period _9/1/2013 to _9/1/2014 3d. The Proprietor, Partners or Executive Officers are ❑ included. (Only check box if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "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 notes the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofprem iums 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 maybe 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 License #OP12887 (Print name of authorized representative or licensed agent of insurance carrier) Approved by: (Signature) C) (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-1.05.2. 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 ®SOlarClt �.s y L3�4>. R 3055 Clearview Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) 1 www.solarcity.com December 9, 2013 Project/Job # 119087 RE: Project: To Whom It May Concern, CERTIFICATION LETTER I Maher Residence 265 Summit Ln East Marion, NY 11939 Version #17.6 A jobsite survey of the existing framing system was performed by an audit 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 - Roof Dead Load = 7 psf (All MPs) - Roof Live Load = 19 psf (All MPs) - Ground Snow Load = 20 psf, Roof Snow Load = 14 psf Note: per IBC 1613.1; Seismic check is not required because Ss = 0.20022 < 0.4g and Seismic Design Category (SDC) = B < D On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof. The structural review only applies to the section(s) of the roof that directly supporting the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2010 Residential Code of NY State. Please contact me with any questions or concerns regarding this project. Sincerely, Hussein Kazan, P.E. Civil Engineer Main: 888.765.2489, x9016 email: hkazan@solarcity.com Hussein Kazan° «� w sof Nety Y A. p'��yWK Cc a zim o y"Fo oas�e� ��e ssw�'" 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com F[C'rr; L.377", CA C:uL@ gvl3tC4, co EC. cGat C:i NK; U�3277„ GC HIS 77tOta�6. DC: N:� 7It61:N3. i+ C.,-2,?!G. t,lA tiiG ;(;65Ti!, IvfJ At1+iG 123�?a&. HJ t3VE-P£i7606QD, ",moi GG[� 1Fp,40n::',h �1'f,�:i,i.Tr T;7L9 ?7CrJ% 'JdR t;Ci SO: AF1f';F76C1 � °Pt•'. ;,nlnrt:,i,p, hof rl�hEa ,n ��a�d�i.. ���a�SolarCit �Y Y 12.09.2013 3055 Clearview way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) i www.solarcity.corn Maher Residence - Job # 119087 TABLE OF CONTENTS_ CONTENT Section # Certification Letter 1 Table Of Contents And 1/2 -Mile Vicinity Map 2 Project Information, Mounting Structure & P V System Information 3 Calculation Of Design Wind Loads And Uplift Calculations 4 Calculation Of Roof Dead And Live Loads 5 Calculation Of Roof Snow Loads 6 Structural Framing Analysis 7 Note: per IBC 1613.1; Seismic check is not required because Ss = 0.20022 < 0.4g and Seismic Design Category (SDC) = B < D 265 Summit Ln, East Marion, NY 11939 Latitude: 41.11694, Longitude: -72.348264, Exposure Category: C 12.09.2013 ���.SolarCity Version #17.6 SleekMountT'" PV System " Structural Design Application I_. _ CT_I_NFORMATION- - -- - --- - --- --- - - --:. N Name Maher Residence,_ -. ��^9 7 -- Mounting Plane Information Roofin Material Tile Reveal _ Standing Seam Spacingm4n_ _.SM AM. Town. _ Job Number 119087 Buildin Code Based On 2010 Residential Code of NY State~ 0R siSouthold IRC 2006/ IBC 2010 Name Maher Louise �. _ �_ _Customer Address: 265 Summit Ln TEast _Marion_ �.�NY_ _;Risk 11939 ASCE Code: Cate9o!Y upgrades Req'd7 ASCE 7-05 w. _. ._ __ .._ II _ No _ City/State Zip Code _ — LatLtu_de /Longitude_ , _, „41 116940, Minimum Ridge Setback W SC Office: Long Island PV Designer: _ Linda Huie _. Hussein .Kazan P.E. _ Htassein Kazan P.E. . Mounting Plane Information Roofin Material Tile Reveal _ Standing Seam Spacingm4n_ _.SM SM. Span, Only. , Seam Only_ Comp Roof NA _._. _ __ ��_ _ .___._ NA__ Roof Slope, _ _ , _w_ __ _ _ _ _v ° 24° NA Rafter Spacing SpannmgMVents StandofFy,(Attachment Hardware)_...,.;.-_ 16" O.C. No Com . pMountDpeC PV Assembly Information PV System Type _ PV,System Module Orientation-, _r SolarCity SleekMountT"' - Lan dsca e' Tile Attachment System Tile Spanner Bar Direction_* Tile Roofs Only SM NA _ SpannmgMVents StandofFy,(Attachment Hardware)_...,.;.-_ �,_a.._:a:� No Com . pMountDpeC _ Minimum Eave End Setback 12" Minimum Ridge Setback W 12" PV System Weight IV Module Weight (psf))_ _ 2.5 psf iardware Assembly Weight s " 0.5 sf PV System Weight s 3 psf tALCULATION OF DESIGN WIND LOADS Wind Design,Criteria Wind DesigT� Code K� ASCE 7-05 Table 6-3 Wi KA Partially/ �qlgs�q Method Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 -- lImportance Factor -25.9 psf 1.0 Table 6-1 1 Velocity Pressure qh qh 0.00256 (Kz) (Kzt) (Kd) (VA 2)(1) 1 Equation 6-15 j 29.6 psf Sea P. Effective Roof Slop 240 IBC 1509.7.1 lEffective Wind Area—Cl Moclii�j A f7.6 sf Wind Pressure Calculation Coetridents Wind Pressure Exposure K� 0.95 Table 6-3 GCP (Down) KA Fig.,6-11B/Q/D-14A/B Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 -- lImportance Factor -25.9 psf 1.0 Table 6-1 1 Velocity Pressure qh qh 0.00256 (Kz) (Kzt) (Kd) (VA 2)(1) 1 Equation 6-15 j 29.6 psf Ext. Pressure Coefficient (Up) GCP (up) -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure'Coefficlent (Down) GCP (Down) 0.45 Fig.,6-11B/Q/D-14A/B Design Wind Pressure P p = qh (GCp) Equation 6-22 Wind Pressure Up P(UP) -25.9 psf ,Wind Pressure Down P(down) 13.4 psf Max Allowable Standoff Spacing Standoff Configuration Landscape Landscape 64" Staggered 3911 NA Max Standoff Tributkr�,Arpjq Tri 17 sf CALCULATION OF ROOF DEAD Roof Dead Load Symbol -Material Load Roof CategoryDescription LO All MPs Table 4-1 Member Tributary Area Ar, Comp Roof .a 2.5 psf Number of Lavers1 12 � ..,� Underlayment Ri � _ Roofing _.. _Section 4 9 Plywood Sheathing »rv� _ _ Yes1.5 psf w^rM Board Sheathin �.,� 9 __ ;_ None ., , 2 x 4 @ 16 in. O.C. 1.1 psf Rafter Size and Spacing . � �,_ mm _R, Vaulted Ceilm9.w_ .. _ _�._._ ._ <:. ___.� None .,; 0.'0 psf .:.' . �.._, .._ Miscellaneous _._ Miscellaneous Items 1.4 psf Total Roof Dead Load 7 Psf All MPs 7.0 psf Reduced Roof Live.Load Symbol Value ASCE 7-05 Roof Live Load LO 20.0 psf Table 4-1 Member Tributary Area Ar, < 200 sf ... _ ..._u..w.. __.. _ ..-. ._ Roof5 Slope 12 � ..,� TributaryArea Reduction. � Ri � _ 1 �....�_.__.-.... _...�__ _.. _Section 4 9 Sloped Roof Reduction RZ 0.95 Section 4.9rM Reduced Roof Live Load Lr 4`= 4, (R,) (R2) Equation 4=2 ASCE Design Roof Snow Load Criteria Code Ground Snow Load pg 20.0 psf ASCE Table 7-1 ASCE Eq: 7.4-1 70% _ 1.0 Design Roof Snow Load Over Effective Ro f Slope PF, -.0f = (Cs -roof) Pf 240 Surrounding Roof Horiz. Distance from Eve to Ridge - 70% 16.4 ft . . ..... Snow Impq 1.0 Table 1.5 Snow Exposure Factor Ce 1.0 Table 7-2 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Rain -on -Snow Surcharge) - (Ct) (I) pg; pf �: pf-min Eq: 7Y', Flat Roof Snow Load Pf ASCE Design Simed Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding CS -rmf All Other Surfaces 1 Figure 7-2 Roof ASCE Eq: 7.4-1 70% _ 1.0 Design Roof Snow Load Over PF, -.0f = (Cs -roof) Pf ASCE Eq: 7.4-1 Surrounding Roof Ps -roof - 70% 1 14.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C, -PV Unobstructed Slippery Surfaces 1.0 Figure 7-2 Design Snow Load Over PV PS -PV Modules PS -PV �-- (CS -PV) Pf ASCE Eq: 7.4-1 70% _ 14.0 Psf COMPANY PROJECT Woodworks® SOM MEFOR WOOD OESIC.V Dec. 9, 2013 14:221 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Factored: Total 41 tern Start End Start End 143 DL Dead Full Area No 7.00 (16.0)* psf SL Snow Full Area No 14.00 (16.0)* psf PV Dead IPartial Areal No 1 1.50 13.17 1 3.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 17'-5.2" 0' 1' 5'-1" 14'-11" Unfactored- Dead Snow 15 26 140 174 59 84 Factored: Total 41 314 143 Bearing: F'theta 508 508 508 Capacity Joist 667 667 2667 Supports 586 586 - Anal/Des Joist 0.06 0.47 0.05 Support 0.07 0.54 - Load comb #2 #2 #2 Length 0.50* 0.50* 3.50 Min req'd 0.50* 0.50* 0.50* Cb 1.75 1.75 1.00 Cb min 1.75 1.75 1.00 Cb support 1.25 1.25 - Fcp sup 625 625 - *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports MPI Lumber -soft, S -P -F, No.1/No.2, 2x4 (1-1/2"x3-1/2") Supports: 1,2 - Timber -soft Beam, D.Fir-L No.2; 3 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 17'-5.2"; Pitch: 6.5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); MP1.wwb WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 10.0 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 47 Fv' = 155 fv/Fv' = 0.30 Bending(+) fb = 1044 Fb' = 1736 fb/Fb' = 0.60 Bending(-) fb =.1195 Fb' = 1682 fb/Fb' = 0.71 Live Defl'n 0.38 = L/356 0.56 = L/240 0.67 Total Defl'n 0.67 = L/199 0.75 = L/180 0.90 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - Fb'- 875 1.15 1.00 1.00 0.969 1.500 1.00 1.15 1.00 1.00 - Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - Emin' - 0.51 million 1.00 1.00 - - - - 1.00 1.00 - CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 173, V design = 165 lbs Bending(+): LC #2 = D+S, M = 267 lbs -ft Bending(-): LC #2 = D+S, M = 305 lbs -ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 8e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 LC# 2 2 2 2 2 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement., 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. T J, ABBREVIATIONS ELECTRICAL NOTES I JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONC CONCRETE DC DIRECT CURRENT ECC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE SS STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT LICENSE MODULE GROUNDING METHOD: SLEEKMOUNT I AHJ: Southold Town UTILITY: Long Island Power Authority (LIPA) 1. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 2. EACH UNGROUNDED CONDUCTOR OF THE MUL11WIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B) 5. DC CONDUCTORS EITHER -DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL -LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND GROUNDED AT THE MAIN ELECTRIC PANEL. 9. THE DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO ART. 250.166(B) 4 690.47._ .GENERAL NOTES 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING ,INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK SHALL COMPLY WITH THE 2010 R.C.N.Y.S. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER J B-119 0 8 7 00 CONTAINED SHALL NOT BE USED FOR THE SITE PLAN BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE RAND USE OF THE RESPECTIVE MODULES: (17) YINGLI # YL245P-29b SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLMCITY INC. SOLAREDGE # SE380OA—US MAHER, LOUISE 265 SUMMIT LN EAST MARION, NY 11939 (631) 899-9050 APPROVED AS NOTED DATE: ±(G i B. P. FEEi 66 4-1 BY: NOT! Y BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. vlC11111i MAP DESCRIPTION: MAHER RESIDENCE 4.165 KW PV Array PAGE NAME COVER SHE COMPLY V-,IITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED , Nil' N. Nwi OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM Cutsheets Attached LECTMC L INSPECTION RESQUMEED REV BY DATE COMMENTS REV NAME 12/9/2013 COMMENTS Linda Huie SHEET: REV: DATE PV 1 12/9/2013 AWA.SolarCity 4S 3055 Clearview Way San Mateo, CA 94402 T;(650) 638-1028 F:(650) 638-1029 (888)-SOL—CITY (765-2489) www.sdatcitycom / / / / / / / / / / / / / / / / CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 265 Summit Ln / / / / / / / / / / / , / / / Hussein i \ 1 265 Summit Ln 1 \ 4 Digitally signed by Hussein Kazan \ Ka za�n cnDN: d�locaKal,dc=5olarCityou=SolarCiry Users,ou{ranbury, 1 =Hussein zan,email=hkazan@solarcity.com \ Date2013.120914:55:44-05'00' 1 1 1 1 o 1E. 1 1 1 Arl.. , m fir' 1\ 5 1 \ \ i \ 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 \ \ 1 \ \ 1 1 1 \ 1 \ joB NUMBER: JB -1 19 0 (97 00 MOUNTING SYSTEM: COMD Mount Tvpe C (17) YINGLI # YL245P-29b INVERTER: . SOLAREDGE # SE380OA—US OW MAHER, LOUISE 265 SUMMIT LN EAST MARION, NY 11939 (631) 899-9050 MAHER RESIDENCE 4.165 KW PV Array PAGE NAME: SITE PLAN PITCH: 24 ARRAY PITCH: 24 MPI AZIMUTH: 189 ARRAY AZIMUTH: 189 MATERIAL: Como Shinole STORY: 2 Stories LEGEND (E) UTILITY METER & WARNING LABEL any INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc. LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE I\ 'I INTERIOR EQUIPMENT L _-'J SITE PLAN N Looted Gated Scale: 3/32" = 1' WE 01' 10' 21' DMGN: Linda Huie ,10,5olarCity �- 3055 Ciearview Way SHEET: REV: DATE: San Mateo, CA 94902 T:(650) 638-1028 F:(650) 636-1029 PV 2 12/9/2013 (866) -SGL -CITY (765-2489) www.solarcitycom AC 1 \ \ 1 I, D ,I .—., L__J �Inv� o el ;7 o . MPI joB NUMBER: JB -1 19 0 (97 00 MOUNTING SYSTEM: COMD Mount Tvpe C (17) YINGLI # YL245P-29b INVERTER: . SOLAREDGE # SE380OA—US OW MAHER, LOUISE 265 SUMMIT LN EAST MARION, NY 11939 (631) 899-9050 MAHER RESIDENCE 4.165 KW PV Array PAGE NAME: SITE PLAN PITCH: 24 ARRAY PITCH: 24 MPI AZIMUTH: 189 ARRAY AZIMUTH: 189 MATERIAL: Como Shinole STORY: 2 Stories LEGEND (E) UTILITY METER & WARNING LABEL any INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc. LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE I\ 'I INTERIOR EQUIPMENT L _-'J SITE PLAN N Looted Gated Scale: 3/32" = 1' WE 01' 10' 21' DMGN: Linda Huie ,10,5olarCity �- 3055 Ciearview Way SHEET: REV: DATE: San Mateo, CA 94902 T:(650) 638-1028 F:(650) 636-1029 PV 2 12/9/2013 (866) -SGL -CITY (765-2489) www.solarcitycom (E) 2x6 (E) 20 (E) 2x4 SIDE VIEW OF MP1 RAFTER: (E) 20 ® 16" O.C. A NTS CEILING JOIST: (E) 2x4 Q 16" O.C. MAX SPAN: 9'-10" MAX LANDSCAPE STANDOFF X—SPACING: 64" O.C. (STAGGERED) PV MODULE 5/16" BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER S1STANDOFF Scale: 11/2" = 1' INSTALLATION ORDER JOB, NUMBER J B=119 0 8 7 O (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. �N"4 ■ 49N"40 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., GSEAL PILOT HOLE WITH POLYURETHANE SEALANT. ��: 1 0 SDI�����y (3) INSERT FLASHING. Comp Mount Type C (4) PLACE MOUNT. PART TO OTHERS OUTSIDE THE RECIPIENTS EAST MARIONNY 11939 (5) INSTALL LAG BOLT WITH SEALING WASHER. MODo�Es 3055 CleaMew Way Sm Mateo, CA 94402 0(6)' INSTALL LEVELING FOOT WITH BOLT & WASHERS. CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE CONTAINED JOB, NUMBER J B=119 0 8 7 O PREMISE OWNER: DE5CRIPTION: MAHER, LOUISE MAHER RESIDENCE DESIGN: Linda Huie �N"4 ■ 49N"40 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 265 SUMMIT LN 4.165 KW PV Array ��: 1 0 SDI�����y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS EAST MARIONNY 11939 MODo�Es 3055 CleaMew Way Sm Mateo, CA 94402 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (17) YINGLI # YL245P-29b , PAGE NAME SHEET: REV: DATE INVERTER: SOLAREDGE SE380OA—US SOLARCITY EQUIPMENT, WITHOUT THE vialIEN PERMISSION OF SOLARCITY INC. (631) 899-9050 STRUCTURAL VIEWS PV 3 12/9/2013 T:(650) 638-1028 F.(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES . INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number: CUTLER HAMMER Meter Number. Inv 1: DC Ungrounded INV 1 — (1) SOLAREDGE ## SE380OA-US LABEL: A — (17) YINGLI # YL245P-29b AT PANEL WITH IRREVERSIBLE CRIMP 99 385 123 Inverter; 3890W, 240V, 97.57.; w/ZB: SE1000-ZB02-SLV-NA PV Module; 245W, 221.6W PTC, H4, 46mm, Black Frame, YGE-Z 60, ZEP Enabled INV 2 Voc: 37.8 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER 200A MAIN SERVICE PANEL �E E 200/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER -HAMMER 20OA/2P Disconnect 3 SOLAREDGE SE380OA-US (E) LOADS B EEI SolarCity • L1 • N GFP/GFCI A 2 1 20A/2P _ _ _ — GND _ A _ _ ---------------------------------- _ EGCI _ _ DC+ GEC � D� DC+ DC- 1 String(s) Of 17 On MP 1 riI I I EGC--------------------------- ---,— — —— -- EGC————————— — — — ——— , I N I I EGCIGEC — o --- — Z z U' GEC --� TO 120/240V SINGLE PHASE I UTILITY SERVICE I I I I EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP POI (1)CUTLER—HAMMgt BR220 PV BACKFEED BREAKER Breaker, 20A 2P, 2 Spaces B (1)CUTLER—HAMMER g DG221URB Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R /fj / A (1)SolarCityy ;{{ 4 STRING JUNCTION BOX D� 2x2 STRMGS, UNFUSED, GROUNDED —(1 )Ground Rod; 5/8* x 8', Copper —(1)CUTLER—tIAMMER A DGO30NB Ground/Neutral Kit; 30A, General Duty (DG) — (2)ZEP 850-1196-001 Cominer Box Bracket; For ZEP, bottom mount only PV (17)SOLAREDGEA OP250—LV—AH4SM-2NA—Z Optimizer, PowerBox 25OW, H4, DC to DC, ZEP O � 1 AWG #10, THWN-2, Black 14� (I )AWG 110, THWN-2, Red (1)AWG 110, THWN-2, Black Voc* = 500 VDC Isc = 15 ADC O (1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=11.75 ADC (2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.75 ADC L (1)AWG 110, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC ... ....................— l5k4/4 EMT , . ................................................................ ....... -()AWG #e,.'RWN-?,Grm EGC/GEC,—(1)ConduitKit. 3/,rEMT............ CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 'ME BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER JB -119087 00 PREMISE OWNER: MAHER, LOUISE 265 SUMMIT LN DESCRIPTION: MAHER RESIDENCE DESIGN: Linda Huie \\`lp SolarCit MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4.165 KW PV Array �r PART TO OTHERS OUTSIDE THE RECIPIENTS EAST MARION, NY 11939 MODULES: 3055 Way Cl- ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (17) YINGLI # YL245P-29b SHEEP REV: DATE PV 4 12/9/2013 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION of SOLARCITY INC. PAGE NAME (631) 899-9050 THREE LINE DIAGRAM San Mateo. CA 92 T;(650) 638-1028 F:(650)638-1029 (BBB)—SOL-CITY (765-2489) www.solarcity.com INVERTER: SOLAREDGE # SE380OA-US solar -.. The only inverters specially designed for distributed DC architecture ■ Superior efficiency (97.5%)" ® Small, lightweight and easy to install on provided bracket ■ Built-in module -level monitoring ® Communication to internet via Ethernet or Wireless`'°"° ■ Outdoor and indoor installation t • Integral AC/DC Switch architects of energy" All our inverters are part of SolarEdge's innovative system designed to provide superior performance at a competitive price. The SolarEdge inverter combines a sophisticated, digital control technology and a one stage, ultra -efficient power conversion architecture to achieve superior performance TECHNICAL DATA - over 97% efficiency and best -in -class reliability. Our fixed - voltage technology ensures the inverter is always working at its optimal input voltage, regardless of the number of modules or environmental conditions. r• sae, -Pu. -newer may oa r-1- erre,y yeeny- PaPorm -. • The folln°nng Part Numbers ere a llable (CAN PNs are eligible for the Ontado FIT arc!mltroFTn: 208/24OV, mio. opetaUng WMP 4F/ -20C: 6©000A -US, SE3800AllS, SESOOOAUS, SE6000AUS. SE7000A US 277V, mM. opereting temp -0F/ 20C: SESOOOALS, SEBOWAUS, SE7000A US 208/24OV, min. ope"Ung 1emP-00F/AOC: SE3000A USCAN, SE3800A-USGIN, SE5000AUSCAN, SE6000AUSCAN 277V. min operoUrg temp 4OF/AOC SE5000AUSCAN, SE6000"&CAN, SE7000AUSCAN 0. CE ® USA N Germany ■ Italy ■ France ■ Japan ■ China o Israel solar- • • www.solaredge.com architects ofener&- a SolarEdge Technologies, Inc. 20042012 All fids reserved. SOWiEDGE, the SolarEdge log, ABCHNECTS OF ENERGY and OPTIMIZED BY SOIAREDGE ere eedemarks or registered Ir2daroaMs of SolarEdge Terthnologles, Inc. All ether trademarks m Uoned herein are trademarks of their respeetWe owrcers. Dere: 06/2012 V.03.Subfect to change without notice. SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE7000A-US Rated AC Power Output 3000 3800 5000 5200@208V 6000@240V 6000@277V 5200@208V 6000CD240V 7000@277V W Max. AC Power Output 3000 3800 5000 5200@208V 6000@240V 6000@277V 5200@208V 6000@240V 7000@277V W AC Output Voltage Min: Nom: Max. 183 - 208 - 229 / 211- 240 - 264 183 - 208 - 229 / 211- 240-264 / 244- 277 - 294 Vac AC Frequency Min. -Nom. -Max. 59.3 - 60 - 60.5 Hz Max. Continuous Output Current @208V 14.5 18.5 24 25 25 A Max. Continuous Output Current @240V 12.5 16 21 25 25 A Max. Continuous Output Current @277V - - 18.5 22 25 A GFDI 1 A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes ANPUT Recommended Max. DC Power * (STC) 3750 1 4750 1 6250 7500 1 8750 W Transformer -less, Ungrounded Yes Max. Input Voltage 500 Vdc Nom. DC Input Voltage 325 @ 208V / 350 @ 240V / 400 @ 277V Vdc Max. Input Current 10 1 12.5 16 1 18 18.5 Adc Reverse-PolarityProtection Yes Ground -Fault Isolation Detection 600kQ Sensitivity Maximum Inverter Efficiency 97.8 1 97.7 98.3 98.3 98.3 % CEC Weighted Efficiency 97.5 97 @ 208V / 97.50 240V 97.5@ 208V, 240V / 98 @ 2 17V 97 @ 208V / 97.5@ 240V / 98 @ 277V % Nighttime Power Consumption Supported Communication Interfaces STANDARD' < 2.5 RS48570232, Ethernet, Zigbee (optional) W Safety UL1741, IEC -62103 (EN50178), IEC -62109 Grid Connection Standards Utility -Interactive, VDE 0126.1.1, AS -4777, RD -1663 , DK 5940, IEEE1547 Emissions FCC part15 class B, IEC61000-6-2, IEC61000-6-3, IEC61000-3-11, IEC610003-12 ROHS AC Output Yes 3/4" Conduit DC Input 3/4" Conduit Dimensions (HxWxD) 21 x 12.5 x 7 / 540x315x172 21 x 12.5 x 7.5 / 540 x 315 x 191 in/ mm Dimensions with AC/DC Switch (HxWxD) 30.x315x172 5 x 12.5 x 7 / 775 30.5 x 12.5 x 7.5 / 775 x 315 x 191 in/ mm Weight 42/19 45/20.5 Ib / kg Weight with AC/DC Switch 48.5 / 22 52/23.5 Ib / kg Cooling Natural Convection Min. -Max. Operating Temperature Range -4 / -20 (CAN version -40 / -40) to +140 / +60 'F/ -C Protection Rating NEMA 3R r• sae, -Pu. -newer may oa r-1- erre,y yeeny- PaPorm -. • The folln°nng Part Numbers ere a llable (CAN PNs are eligible for the Ontado FIT arc!mltroFTn: 208/24OV, mio. opetaUng WMP 4F/ -20C: 6©000A -US, SE3800AllS, SESOOOAUS, SE6000AUS. SE7000A US 277V, mM. opereting temp -0F/ 20C: SESOOOALS, SEBOWAUS, SE7000A US 208/24OV, min. ope"Ung 1emP-00F/AOC: SE3000A USCAN, SE3800A-USGIN, SE5000AUSCAN, SE6000AUSCAN 277V. min operoUrg temp 4OF/AOC SE5000AUSCAN, SE6000"&CAN, SE7000AUSCAN 0. CE ® USA N Germany ■ Italy ■ France ■ Japan ■ China o Israel solar- • • www.solaredge.com architects ofener&- a SolarEdge Technologies, Inc. 20042012 All fids reserved. SOWiEDGE, the SolarEdge log, ABCHNECTS OF ENERGY and OPTIMIZED BY SOIAREDGE ere eedemarks or registered Ir2daroaMs of SolarEdge Terthnologles, Inc. All ether trademarks m Uoned herein are trademarks of their respeetWe owrcers. Dere: 06/2012 V.03.Subfect to change without notice. s solar - A superior approach to maximizing the throughput of photovoltaic systems using module embedded electronics t Up to 25% increase in power output Ei Superior efficiency (99.5%) - peak performance in both mismatched and unshaded conditions Flexible system design for maximum space utilization Next generation maintenance with module level monitoring and smart alerts FI Unprecedented installer and firefighter safety 19 The most cost effective solution for residential, commercial and large field installations architects of energy' HIGHLIGHTS a Module level MPPT - optimizes each module independently 13 Dynamically tracks the global maximum operating point for both modules and PV inverter E3 Module -leve( monitoring for automatic module and string level fault detection allowing easy maintenance l Electric arc detection - reduces fire hazards 0 Unprecedented installer and firefighter safety mode -safe module voltage when inverter is disconnected or off ci Connection of one or more modules to each power optimize r TECHNICAL DATA o Lower installation costs with faster design, less wiring, DC disconnects and fuses rm Easy and flexible installation - use the same installation methods as exist today el Allows parallel uneven length strings and multi -faceted installations m Allows connection of different module types simplifying inventory considerations id Immediate installation feedback for quick commissioning USA 900 Golden Gate Terrace, Suite E, Grass Valley CA 95945, USA ` �r1 C solar - • • Germany Bretonischer Ring 18, 85630 Grasbrunn (Munich), Germany C'�j Cr Japan B-9 Ariake Frontier Building, 3-7-26 Ariake, Koto-Ku, Tokyo 135-0063, Japan architects of energy - Israel 6 HeHarash St. P.O.Box 7349, Neve Neeman, Hod Hasharon 45240, Israel www.solaredge.com ® SolarEtlge Technologies, Inc. 20092011 . All rights reserved. SOtAREDGE, the SolarEtlge logo, ARCHITECTS OF ENERGY and OPTIMIZED BY SOtAREDGE are trademarks or registered trademarks of SolarEtlge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: 09/2011. Subject to change without notice. OP250-LV OP300-MV/OP400-MV OP400-EV (Q4 2011) Rated Input DC power 250 300/400 400 W Absolute Maximum Input Voltage (Voc) 55 75 125 Vdc MPPT Operating Range 5-55 5-75 60-125 Vdc Maximum Input Current 10 10 5.5 Adc Reverse -Polarity Protection Yes Maximum Efficiency 99.5 % European Weighted Efficiency 98.8 % CEC Weighted Efficiency 98.7 % Inductive Lightning Protection 1 m / ft Overvoltage Category II au-. .. a -.v �': ..-o _e �''• _•.. _ 111 Maximum Output Current 15 Adc Operating Output Voltage 5-60 Vdc Total Maximum String Voltage (Controlled by 500 Vdc Inverter) - US and EU 1 -ph Tota( Maximum String Voltage (Controlled by 950 Vdc Inverter) - EU 3 -ph -. Safety Output Voltage per Power Optimizer 1 Vdc Minimum Number of Power Optimizers per 8 (1 -ph system) / 16 (3 -ph system) String (1 or More Modules per power optimizer) Maximum Number of Power Optimizers per Module power dependent; typically 20 - 25 (1 -ph system) / String (1 or More Modules per power optimizer) 45 - 50 (3 -ph system) Parallel Strings of Different Lengths or Orientations Yes EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC -62103 (class 11 safety), UL1741 Material UL -94 (5 -VA), UV Resistant RoHS Yes Dimensions (WxLxH) 120x13Ox37 / 4.72x5.11x1.45 mm / in Weight 450/1.0 gr/ Ib Output PV Wire 0.95 m / 3 ft length ; 6 mm2 ; MC4 Input Connector MC4 / Tyco / H+S / Amphenol - H4 Operating Temperature Range -40 - +65 / -40 -+150 C / °F Protection Rating IP65 / NEMA 4 Relative Humidity 0-100 j % USA 900 Golden Gate Terrace, Suite E, Grass Valley CA 95945, USA ` �r1 C solar - • • Germany Bretonischer Ring 18, 85630 Grasbrunn (Munich), Germany C'�j Cr Japan B-9 Ariake Frontier Building, 3-7-26 Ariake, Koto-Ku, Tokyo 135-0063, Japan architects of energy - Israel 6 HeHarash St. P.O.Box 7349, Neve Neeman, Hod Hasharon 45240, Israel www.solaredge.com ® SolarEtlge Technologies, Inc. 20092011 . All rights reserved. SOtAREDGE, the SolarEtlge logo, ARCHITECTS OF ENERGY and OPTIMIZED BY SOtAREDGE are trademarks or registered trademarks of SolarEtlge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: 09/2011. Subject to change without notice. SoIrCity SleekMounfm Comp _y, The SolarCity SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMount utilizes Zep Compatible TM modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance. ® Utilizes Zep Solar hardware and UL 1703 listed Zep Compatible TM modules ® Interlock and grounding devices in system UL listed to UL 2703 • Interlock and Ground Zep EfL listed to UL 1703 as "Grounding and Bonding System" • Ground Zep UL and EfL listed to UL 467 as grounding device ® Painted galvanized waterproof flashing • Anodized components for corrosion resistance o Applicable for vent spanning functions Components SolarCi Sle"'e''WoUntTM Com MPA o•r. SolarCity. o January2013 January ry 2013 Installation Instructions Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 2 Seal pilot hole with roofing sealant Insert Comp Mount flashing under upper layer of shingle Place Comp Mount centered upon flashing Install lag pursuant to NDS Section 11.1.3 with sealing washer. Secure Leveling Foot to the Comp Mount using machine Screw �7 Place module 5/16" Machine Screw Leveling Foot Lag Screw Comp Mount Comp Mount Flashing SolarCi Sle"'e''WoUntTM Com MPA o•r. SolarCity. o January2013 January ry 2013 Installation Instructions Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 2 Seal pilot hole with roofing sealant Insert Comp Mount flashing under upper layer of shingle Place Comp Mount centered upon flashing Install lag pursuant to NDS Section 11.1.3 with sealing washer. Secure Leveling Foot to the Comp Mount using machine Screw �7 Place module YL250P-29b GE -Z YL24SP-29b CELL 5ER(E$ YL240P-29b YL235P-296 YL230P-29b • Ideal for residential and commercial applications where cost savings, installation time, and aesthetics matter most. 12 Lower balance -of -system costs with Zep Compatible- frame. a Reduce on -roof labor costs by more than 25%. ll, Leverage the built-in grounding system - if it's mounted, it's grounded. Lower your parts count- eliminate rails, screws, mounting clips, and grounding hardware. Design and permit projects easily with access to layout calculator and stamped drawings. o • • • P Lower installation costs with savings across equipment and labor. D Minimize roof penetrations while maintaining the system's structural integrity. P Invest in an attractive solar array that includes a black frame, low mounting profile, and aesthetic array skirt. P Increase energy output with flexible module layouts (portrait or landscape). { Trust in the reliability and theft -resistance of the Zep Compatible' system. Rr � AC SOLUTION OPTION L"� , The YGE-Z Series is now available as 1: an Enphase Energized'" AC Solution. emphaSe This solution delivers optimum performance and integrated intelligence. The Enphase M215 -Z Zep Compatible Microinverter is designed to connect directly into the Z Series module groove, eliminating the need for tools or fasteners - all with one easy step. YINGLI LAR j U.S. Soccer Powered by Yingli Solar Leading limited power warranty' ensures 91.2% of rated power for 10 years, and 80.7% of rated power for 25 years. 10 -year limited product warranty. • In compliance with our warranty terms and conditions. UL 1703 and ULC 1703, CEC, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007, SA8000 YINGLISOLAR.COM/US I Yingli Americas ELECTRICAL PERFORMANCE Module type r us f Q ; YL240P-29b £ YL235P-29b 4 YL230P-29b Intelligent real-time LISTED Ingr uu<7 yF Lee 245 monitoring at the system i 440D 235 ��® �._.- and module level with------------- Power output tolerances JCP.,..i W ; -- Enlighten. -0/+5 Plug connector (manufacturer/type/protection degree) YINGLISOLAR.COM/US I Yingli Americas ELECTRICAL PERFORMANCE Module type ; YL250P-29b ; YL24SP-29b ; YL240P-29b £ YL235P-29b 4 YL230P-29b Power output 3 P- W 250 245 240 Frame (materiaVcolor) 235 Anodized aluminum alloy/ black 230 Power output tolerances JCP.,..i W ; Cable (type/length/gauge/outside diameter) -0/+5 Plug connector (manufacturer/type/protection degree) Amphenol / H4 / IP68 Module ef(idengr q=_Li % 15.3 15.0 14.7 14A 14.1 Voltage at P. --! ` UmFV: V 30.4 302 29.5 29.5 29.5 Current at P..i ; Im f A Z 8.24 8.11 8.14 7.97 7.80 -circuit voltage °+, V« V 38.4 37.8 37.5 37.0 37.0 _Open Short-circuit current i I.. A 8.79 .8.63 8.65 8.54 8.40 STC: 1000W/m2 imadiance, 25°C cell temperature, AMt.5g spectrum according to EN 609043 Average relative efficiency reduction of 5.0% at 200W/m2 according to EN 609041 Electrical parameters at Nominal •. • Power output ; P.va W a 181.1 177.9174.3 170.7 167.0 Voltage at P_ : V,.w V 27.6 27.2 26.6 26.6 26.6 Current at P. ` Mry : A 6.56 6.54 6.56 6.42 6.29 Open -circuit voltage V.. ; V 35.4 34.5 34.2 ? 33.8 33.8 Short-circuit current 1. A v 7.12 - 6.99 7.01 _'_6.92 -� 6.81 NOCT: open -circuit module operation temperature at 800W/m2 irradiance, 20°C ambient temperature, 1 Ms wind speed THERMAL CHARACTERISTICS Nominal op eratingoelltemperature iNoCrt °C : 46+/-2 Temperature coefficient of P. ? Y ; %/°C i -0.45 Temperature coefficient of V. Pw. %/°c ' .0.33 Temperature coefficient of be .i aec W -C 0.06 -- -� Temperature coefficient of V,.rn i 9v„w i %V°C -0.45 OPERATING CONDITIONS Max. system voltage 600V - Max. series fuse rating Z 15A Limiting reverse current 15A Operating temperature range -40 to 194°F (40 to 90°C) Max. static load, front (e.g., snow and wind) 50 psf (2400 Pa) Max. static load, back (e.g., wind) 50 psf (2400 Pa) Hailstone impact 1 in (25 mm) at 51 mph (23 m/s) CONSTRUCTION MATERIALS Front cover (material/type/thickness) Low -iron glass / tempered / 3.2 mm Glass may have anti -reflective coating Cell (quantity/materiaVtype/dimensions/ area/0 of busbars) 60 / polysilicon / multicrystalline / 156 mm x 156 mm / 243.3 cm2 ./ 2 or 3 Enrapsulant (material) Ethylene vinyl acetate (EVA) Frame (materiaVcolor) Anodized aluminum alloy/ black Junction box (protection degree) aIP65 Cable (type/length/gauge/outside diameter) PV Wire /43.31 in (1100 mm) / 12 AWG / 0.244 in (6.2 mm) Plug connector (manufacturer/type/protection degree) Amphenol / H4 / IP68 The specifications in this datasheet are not guaranteed and are subject to change without prior notice. This datasheet complies with EN 50380:2003 requirements. Yingli Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COM/US I NYSENGE ® Yingli Green Energy Holding Co. Ltd. I YGEZ60CellSeries2012_EN 201206 V01 Powered by YINGLI GENERAL CHARACTERISTICS Dimensions (L/W/M : 64.96m(1650mm)/38.98in(990mm)/ 1.81 in (46 mm) Weight 45.21bs (20.5 kg) PACKAGING SPECIFICATIONS Number of modules per pallet 22 S Number of pallets per 53' container: 36 Packaging box dimensions (LIW/H) t 67 in (1700 mm) /45 in (1150 mm) / 47 in (1190 mm) Box weight 107616s (488 kg) Units: Inch (mm) 3.94 (100) Warning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yngli modules. Our Partners YINGLI SOLAR U.S. Soccer Powered by Yingli Solar