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. TOWN OF SOUTHOLD ;�o,o�F®c4'Q-. BUILDING DEPARTMENT TOWN CLERK'S OFFICE a. 11y �� " 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#: 39594 Date: 3/19/2015 Permission is hereby granted to: Peix, J Douglas & Paoli, Robert 227 E 57th St Apt 3A _ — New York, NY 10022 To: construct a roof mounted electric Solar Panel system as applied for Vo I I) Nor-- � At premises located at: 4445 Hallock Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 112.-1-3.1 Pursuant to application dated 3/9/2015 and approved by the Building Inspector. To expire on 9/17/2016. Fees: SOLAR PANELS $50.00 • CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 • Total: $200.00 a f / • Building Inspector FIELD E SPEMQN RE'OR�T DATE COIVINIENTS . . . -. ,.1L..,..)i_e rw v wL •.�_,', ti & �l pd FOUNDATXON(1ST) . . . .. . . • . . .. .......y.... • . . ,. .. .. .. . . ! O FOUNDATI4I�T(2ND) . o r . _ .. U cn ROUGH FRAMING& 1. . ; • • • H PLUMBING . • . • . r • . . . . . . • • ,..,...:_,.., ,-----,- .,.. ,..., . , . . . 0 INSULATION PER N.Y. - ' . • • - • y • STATE ENERGY CODE . • . • • ' • . , • , ' . ' r ,r - . . • ,. i. , - :-. .. _ .. .. ,T,q,,,,,,,.,• - ✓'-'--M-`' -`.. . , , ,.� .. ... t. , • FINAL w • (J ' • } f 4 _ �.� . .�.. � 'C � � c /� I1 - '/ �/ L • c..4,� z t7;:i 1 • T , , • h . ,. ' • -- 4 . , , . ......c.) .2 . .. 1. ,. r \ J t \ }y • \ .. • IM • .. • % 'I, •• . - , , l .., _ 1 t - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST `BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans _ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. ,)7 ,s Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application I Flood Permit Examined c)j19,MIL Single&Separate Storm-Water Assessment Form Contact: C a c ad, Approved 0.3)17,20 / s Mail to:SD\ar Ct Disapproved a/c —!''•ff ;.a�i��+''711�c !� ' t jIone�� mow t ) Expiration ( 20 0' // E/ MAR -9 2015 Building Inspector BLDG DEPT APPLICATION FOR BUILDING ERMITINN OF SOUTHOLD Date 3\ c— , 20 if— 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 1,8 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 perinit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuan 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. OCCUPANCY OR A e i' ' (Signature of applicant or name, if a corporation) WTv COz.. il'T cm J ICJ T E a3 �`' Gi. �9:al i t' a r�11 et p "jl' 111- i h1 „K �F (M cling address a lic nt a ,ll "x�',i�,s? PP DATE B P 3 L5 State whether applicant is owner, lessee, agent, architect, engineer, general contrac or electric I" ber or builder l FEE C NOTIFY BUILDING DEPARTMENT AT 765-1002 CAM TO A. PM FOR THF FOLLOWING INSPECTIONS Name of owner of premises ---0/306\q FSU 1 FOUNDATION -TWO REQUIRED (As on the tax roll or lateg i3 ED CONCRETE If applicant-is a corporation, sigfiat i e of duly authorized offidei FRr\L NO,-P'LUv,BING, - _ - - - STRAPPING, ELECTRICAL &CAULKING (Name and title of corporate officer) 3 INSULATION o 1 4 FINAL-CONSTRUCTION &ELECTRICAL S- Builders'License No. MUST BE COMPLETE FOR C 0 Plumbers License No. — ALL CONSTRUCTION SHALL MEET THE Electricians License No. 51X31 'E REQUIREMENTS OF THE CODES OF NEW Other Trade's License No. YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS 1. Location of land on which proposed work will be done: OtLECT-MAL House Number Street 1' 1=1 PECTUN RE t RED County Tax Map No. 1000 Section r (� Block C Lot w , r - i Subdivision - , Filed Map No. Lot a 2. State existing use and occupancy ofremises and intended use and occupancy of proposed construction: a. Existing use and occupancy n S; e - , b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition • iteration Repair Removal Demolition Other Work s Gre►1/ 1 _P 4. (Description) 4. Estimated Cost e.--\� ' 1.0(-3, CO Fee (To be paid on filing this application) „5: If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars (6.' If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of exisft'fig str-ucures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories y 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 , 1-1-:Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO"- Will excess fill be removed from premises? YES NO a--i-r i kv Cd._ 14. Names of Owner of premises-PO91a TQ•e64. Address 414 LI c)Acillo e.ruo Phone No. Name of Architect ol 1C 7 a t� r t nP' Address q`13Wm -Pkwy Phone No eY IN le. 9i l- ' 91.5 Name of Contractor D\ev- Cr Address eta.', v"tbka-y0jo Phone No.(6,3NAS= Y N&op? ki-g-t l'7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ( NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COU TY OF 9tiThvo0t a, ,I _ —c Al-P-e►�__C Q l (!1- —I�-- ---being-duly sworn, deposes and_says that(s)he is the app►� a; • (Name of individual signing contract)above named, ea o ca d A a6' o (S)He is the a g \-t— ( t^(' �`�c c,f �, ul (Contractor Corporate Officer, etc.) g a of said owner or owners, and is duly authorized to perform or have performed the said work and to make and fi le tls, Pil tion; that all statements contained in this application are true to the best of his knowledge and belief; and that the work VI! be U performed in the manner set forth in the application filed therewith. Sworn to before me this / �5/ i day of CC "---e-1------ 20 / / / y Notar, Pu. i Signature of Applicant ,�rsUo��; TOWN OF SOUTHOLD ', cozy; BUILDING DEPARTMENT y z? TOWN CLERK'S OFFICE o * SOUTHOLD, NY * 0 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#: 39594 Date: 3/19/2015 Permission is hereby granted to: Peix, J Douglas & Paoli, Robert 227 E 57th St Apt 3A New York, NY 10022 To: construct a roof mounted electric Solar Panel system as applied for At premises located at: 4445 Hallock Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 112.-1-3.1 Pursuant to application dated 3/9/2015 and approved by the Building Inspector. To expire on 9/17/2016. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Building Inspector • ��, �0f SO//74;- Town Hall Annex * Telephone(631)765-1802 54375 Main Road ; y �ax(631)76 5Q P.O.Box 1179 G Q �� ro,ler.rlchert town.sou�oltl.nv.us Southold,NY 11971-09590 �,+ „ ,,,I,/ BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: SOUA C Date: Company Name: p Y , Name: License No.: Address: • Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: DO U (2ei *Address: (44H S' 146/- 1 (°(-C *Cross Street: *Phone No.: c4"2/) —c Permit No.: Tax.Map District: 1000 Section: 11 2. Block: ( Lot: 3,I • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) tai •. � t°62_1"1”( — C. L �rr,v _ . .0 II_ ^Id . (Please Circle Ali That Apply) *Is job ready for inspection: Y S/ 11001) Rough In Final *Do.you need a Temp Certificate: �Y / NO Temp Information (If-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Unde round Number of Meters Ch nge of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ( ' -‘° r 100VP' l` 82-Request for Inspection Form Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION 110R CERTIFICATE OF OCCU ANCY This application must be filled in by typewriter or ink and submitted to the Building epartment with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lin s,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of wa er supply and sewerage-disposal (S 9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifyini that the solder used in system cont.ins less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar bu Idings 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 buil s ings 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 appli ant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to t e 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 .wilding$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existin Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.10 Date. `35A\.S New Construction: Old or Pre-existing Building: check one) Location of Property: utgL1s 1V c qt Cr _ ON' VC:.( lk) 0 -- _ I L?ira- House No. Street `Hamlet Owner or Owners of Property: Jb l \Ct S pe___.- -- Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit, Applicant: Baer' -j-_ ( (,ems eak Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ > C i•••Pr- , A plicant Signature • oitdea ,,,,rr Scott A. Russell ;.•'`, c>r° S (0)RM\WATER . SUPERVISOR AN A(GE ENT S013T11OI D TOWN HALL-P.0-Box 3.179 53095 Main Road-SOiiif?OLD,NEW YORK 21971 = 4. a/ -:,'• , own of Southold • CHER 236 - ST(XRMWATER MANAGEMENT.WO SHEET (TO BE COMPLETED BY THE APPLICANT) :: DOE S PKOJE4 ' INVOLVE ANY OF 'I• FOLLOWING : _.._.- - ALL THAT APPLY) Yes No 0 VA. Clearing, grubbing, gr ding or stripping of lane which affects more than 5,000 square feet of ground surface. D B. Excavation or filling i ivolving more than 200 ubic yards.of material within any parcel or any contiguous area. [�MC. Site preparation on slopes which exceed 10 fee vertical rise to 100 feet of horizontal distance. • .t ❑[ D. Site preparation within 100 feet of wetlands, b-ach, bluff or coastal f erosion hazard area. 04E. Site preparation withi l the one-hundred--dear i Ioadplain as depicted on FIRM Map of any atercourse. 04F. Installation of new•or resurfaced impervious aces of 1,000 square feet or more, unless prior approval of a Storm ater Management Control Plan was receird by the Town and th proposal includes in--kind 'replacement of impervious Surfaces. * If you answered NO to all of the questions above,won Complete the Applican section below with your Name, _Signature,Contact Infonnation,Date & County Tax Kap Number! Chapter 236 does not apply to your project_ If you answered YES to one or more of the above,please submit Two copies of a • is water Management Control Plan and a completed Check List Form to the Budding'Department wit our Building •erroit Application- — 'ri.1CIW7(Property Owner.boipm Praftmionat, t,Cont tor,Otter)- S.C.7'.M t1 Q Date NAME ���c; —�c +���� Cck, 3 I .531q _ tc� `ACU l ( - &talon sock Lou FOR BUR-DING DEPARTMENT USE ONLY aaos Contact rnformm;osc — 3]J (�-2 _ - _ Reviewed By: Dale 31 r Pro'crt Address/Location of Construction Work: 44c ^�(c C r LA_ Approved for p ocessing Building Permit_ i� � –�--{� �q � I cy Stormwatcr M-naoernent Control Plan Not Required. v"� �C( d` ` l [ - Stormwater Ma agement Control Plan is Required. (Forward to En ineering Department for Review-) FORM " SMCP-105 MAY 2019 • -,;r STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (650)963-5100 SolarCity Corporation 3055 Clearview Way lc.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 Work Location of Insured(Only required ifcoverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up ld.Federal Employer Identification Number of Insured Policy) or Social Security Number 02-0781046 3a. Name of Insurance Carrier 2.Name and Address of the Entity Requesting Proof of Liberty Insurance Corporation Coverage(Entity Being Listed as the Certificate Holder) 3b.Policy Number of entity listed in box"la" WA7-66D-066265-024 Town of Southold 980 Hawkins Ave. 3c. Policy effective period PO Box 708 Lake Grove,NY 11755 9/1/2014 to 9/1/2015 3d. The Proprietor,Partners or Executive Officers are ❑ 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 "1 a" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also note the above certificate holder within 10 days IF apolicy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Theresa Fagan CA Licen 0C12887 (Pint name of authorized representative or licensed agent of insurance camer) Approved by: di 9/1/14 (Signature) (Date) Title: Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier: 213-443-0775 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT • authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse Aco® CERTIFICATE OF LIABILITY INSURANCE DATE /YYYY) `.----- 0910312014/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 MARSH RISK&INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 ,A/C No.Est): FAX No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-14-15 _INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED INSURER B:Liberty Insurance Corporation 42404 Ph(650)963-5100 SolarCity Corporation INSURER C:N/A N/A 3055 Clearview Way INSURER D: San Mateo,CA 94402 INSURER E: INSURER F• COVERAGES CERTIFICATE NUMBER: SEA-002493840-01 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR NSF WVD POLICY NUMBER (MM/DD/YYYY) IMM/DD/YYYY) A GENERAL LIABILITY TB2-661-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000 PREMISES(Ea occurrence) $ CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY a PTF LOC Deductible $ 25,000 A AUTOMOBILE LIABILITY AS2-661-066265-044 09/01/2014 09/01/2015 COMBINED SINGLE LIMIT 1,000,000 (Ea accident) $ X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED x SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) X Phys Damage COMP/COLL DED: $ $1,000/$1,000 B X UMBRELLA LIAB X OCCUR TH7-661-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED X RETENTION$10,000 $ B WORKERS COMPENSATION WA7-66D-066265-024 09/01/2014 09/01/2015 X WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WC7-661-066265-034(WI) 09/01/2014 09/01/2015 E L EACH ACCIDENT $ 1,000,000 BOFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) 'WC DEDUCTIBLE.$350,000' E L DISEASE-EA EMPLOYEE $ 1,000,000 If yes•descnbe under 1,000,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Evidence of insurance r LL CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 980 Hawkins Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 708 ACCORDANCE WITH THE POLICY PROVISIONS. Lake Grove,NY 11755 AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services I Charles Marmolejo Com' .."<-7..--!/.—.=� ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS MASTER ELECTRICIAN , JASCN KANE i Tt-ns cert that the "4"'''''' SOLAR CITY CORP bearer is duly licensed by the . License Niv.ter Ono azoisod ' County of Suffolk 51331- IE 03/19/2015 cf........../47.4 -:,..-..../. 1 onsuroo.Dm 03/01/2015 ; I SUFFOLK COUNTY DT OF LABOR, Y,'', -,or-L A LECENSiNG ' CONSUMER AFFAIRS HOME IMPROVEMENT - -1,, •;-,.,,,_.. ,...t. CONTRACTOR 6,1" -------LIG,51615L' , T:4. SHAUN E CHAPMAN , 1 cummt--v NA,,,..r. - - This certifies that the , , SOLAR OrrY O --,PORAT30Al bearer iS&Ay , gicensed by 1 Lt...p,,..........., co.t.,-.......o County of Suffok 52057-H 68/01/20i 3 : arix.....ent=azerarase=algramoa4 C IrtrAtnt4OMOr 1 "'4RA11:314D'vE 08/01/201 6 _._ . D • • • L.� 1 � STRUCTURAL ENGINEERS February 25, 2015 SolarCity 3055 Clearview Way t, OF NEW San Mateo,CA 94402 gC �op� TEL: (650)638-1028 FAX: (650)638-1029 ce_. f 2/ Attn.: Brad Taylor moi O6P99365 �!r= Re: Job 20150292: Peix—4445 Hallock Ln.,Mattituck,NY 11952. A��FESSIONP�' Subject: Certification Letter A jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes=2010 NY STATE BUILDING CODE,ASCE 7-05 and 2005 NDS • Ground Snow Load=20 psf • Roof Dead Load= 15 psf(MP1/MP2), 9.1 psf(MP3), 13.3 psf(MP4) • Basic Wind Speed= 120 mph Exposure Category C • Solar modules=as indicated in attached drawings. 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 in accordance with the 2010 NY STATE BUILDING CODE. If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE-President 8150 Sierra College Boulevard,Suite 150• Roseville,CA 95661 • 916.961.3960 P • 916 961.3965 • www.pzse.com - P a z . • STRUCTURAL ENGINEERS February 25, 2015 SolarCity 3055 Clearview Way San Mateo, CA 94402 TEL: (650) 963-5100, ext 5452 FAX: (650) 638-1029 Attn.: Brad Taylor re: Job 20150292: PEIX-119430 The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 4445 Hallock Ln.,Mattituck,NY 11952. • If you have any questions on the above, do not hesitate to call. Sincerely, •L_____________ Paul Zacher, SE-President k. OF NEINY qp Itc7 . ,f,i,./-il 0,';; 'P -f"tr nt all;- w 91365 k5\fit AR°FESSIO " 8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com 1 of 7 Gravity Loading Roof Snow,Load Calculations p9=Ground Snow Load= 20 psf ' - Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) Ct=Thermal Factor= 1 ,(ASCE7-Table 7-3) I=Importance Factor= 1 pf=0.7 C9Ct l pg 13 psf (ASCE7-Eq 7-1) where pg<_20 psf, Pf min=I x pg= 20 psf min snow load(roof slope<15°) where pg>20 psf,Pf min=20 x I= NIA min snow load(roof slope<15°) Therefore,pf=Flat Roof Snow Load= 20 psf P5=CSPf (ASCE7-Eq 7-2) Cs=Slope Factor= 1 ps=Sloped Roof Snow Load= 20.0 psf __--"PV Dead Load=3 psf(Per SollarCity) Roof Dead Load"(MP11 MP2) Composition Shingle 4.00 lx Decking 3.00 2x10 Rafters @ 24"o.c. 1.93 Vaulted Ceiling _ _ 4.00 Miscellaneous 0.07 Total Roof DL(MP11 MP2) 13.0 psf DL Adjusted to 30 Degree Slope 15.0 psf r Roof Dead Load(MP3) Composition Shingle _ _ 4.00_ lx Decking 3.00 2x6 Rafters @ 24"o.c. 1.15 _ Vaulted Ceiling - 0.00 (Ceiling Not Vaulted) Miscellaneous 0.85 Total Roof DL(MP3) 9.0 psf DL Adjusted to 10 Degree Slope 9.1 psf r , Roof Dead Load MIN) Composition Shingle 4.00 lx Decking 3.00 2x8 Rafters @ 24"o.c. 1.52 Vaulted Ceiling _ 4.00 _ Miscellaneous 0.48 Total Roof DL(MP4) 13.0 psf DL Adjusted to 12 Degree Slope 13.3 psf 2of7 Peix 15-0292 1 Wind Calculations Per ASCE 7-05 Components and Cladding ' '___ m Input V/ar'iables 1 Wind Speed 1.20 mph Exposure Category D Roof Shape Gable/Hip _ Roof Slope , 30 degrees Mean Roof Height 18 ft Building Least Width . 25ft Effective Wind Area 17.5 ft Design Wind Pressure Caleafations 7 Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*VA2*1 (Eq_6-15) _ Kz(Exposure Coefficient)= 1.06 ! (Table 6-3) • { Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed).= 120 mph Importance Factor= 1 (Table 6-1) qh= 33.21 i , StandoflUpifft Calculations -771 Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 i -1.10 -1.100.85 -_ (Fig.6-11) Uplift Pressure= -29.89 psf -36.54 psf -36.54 psf 28.2 psf _ X Standoff Spacing= 4.00 -4.00 4.00 - ' Y Standoff Spacing= 5.52 5.52 5.52 TributaryArea= 22.08 22. 08 22.08 Footing Uplift= -660 lb -807 lb -807 lb - i -., Standoff Uplift Check Maximum Design Uplift= -807 lb Standoff Uplift Capacity = 820 lb 820 lb capacity>807 lb demand Therefore,OK 177 —77 . -"Fasfener Capacity Ctieck Fastener= 1-5/16"idia Lag Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch=_205 Ib_ Fastener Capacity= 820 lb 820 lb capacity>807 lb demand Therefore,OK - _ I 3 of 7 Peix 15-0292 2 Framing Check (MP1 1 MP2) PASS w=76 plf Dead Load 15.0 psf PV Load 3.0 psf Snow Load 20.0 psf I w : '., , _2x19 Rafters @-24"o.c: , 0 Governing Load Combo=DL+SL j Member Span=9'-6" > Total Load 38.0 psf Member•Praperties Member Size S(inA3) I 004) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 24"o.c. Check Bending Stress__.... .. . Fb(psi)= fb x Cd x Cf x !Cr (NDS Table 4.3.1) 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wL"2)/8 = 857.375 ft# = 10288.5 in# Actual Bending Stress=(Maximum Moment)/S • =481 psi Mowed>Actual--37.8%Stressed;-- Therefore,OK _. .. _____�.., � �_•_. ___ -�-Check Deflection • -7"7"- „ Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 0.95 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) = (5*w*L"4)/(384*E*I) = 0.101 in = U1129 > U120 Therefore OK Allowed Deflection(Live Load) = U180 0.633 in Actual Deflection(Live Load) = (5*w*L^4)I(384*E*I) 0.053 in U2151 > U180 Therefore OK Check Shear Member Area= 13.9 in"2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 lb Max Shear(V)=w*L/2 = 361 lb Allowed>Actual--19.3%Stressed m Therefore,OK 4of7 Peix 15-0292 3 Framing Check (MP3) PASS w=64 plf Dead Load 9.1 psf PV Load 3.0 psf I _ Snow Load 20.0 psf 2x6 Rafters @ 24"o c:. Governing Load Combo=DL+SL Member Span=8'-10" Total Load 32.1 psf Member Properties Member Size S(iO3) I(in^4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 24"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr1 (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL^2)/8 = 626.173 ft# = 7514.08 in# Actual Bending Stress=(Maximum Moment)/S =993.6 psi Mowed>Actual-66.1%Stressed =_;Therefore,OK Check Deflection Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 0.883 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) = (5*w*LA4)/(384*E*I) = 0.303 in = U350 > L/120 j Therefore OK Allowed Deflection(Live Load) = U180 0.588 in Actual Deflection(Live Load) = (5*w*LA4)/(384*E*I)' 0.189 in L/561 > U180 Therefore OK Check Shear : Member Area= 8.3 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 lb Max Shear(V)=w*L/2 = 284 lb Allowed>Actual--25.5%Stressed -- Therefore,OK 5 of 7 Peix 15-0292 4 { Framing Check (MP4) PASS w=73plf Dead Load 13.3 psf PV Load 3.0 psf Snow Load 20.0 psf 2x8 Rafters @ 24"o:c: Governing Load Combo=DL+SL Member Span=11'-0" Total Load 36.3 psf Member-Properties Member Size S(iO3) I(in"4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 24"o.c. — Check Bending Stress._. Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment = (wL"2)/8 = 1098.08 ft# = 13176.9 in# Actual Bending Stress=(Maximum Moment)/S =1002.8 psi Allowed>Actual-72.3%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 1.1 in Deflection Criteria Based on = Continuous Span Actual Deflection(Total Load) = (w*LA4)/(185*E*I) = 0.149 in = L1886 > U120 Therefore OK Allowed Deflection(Live Load) = U180 0.733 in Actual Deflection(Live Load) _ (w*LA4)/(185*E*I) � 0.083 in U1591 > U180 Therefore OK Check Shear Member Area= 10.9 inA2 Fv(psi)= I 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 lb Max Shear(V)=w*L/2 = 399 lb Allowed>Actual em 27.2%Stressed I Therefore,OK 6 of 7 Peix 15-0292 5 Lateral Per 2006 IBC Chapter 34 Existing Weight of Effected:Building Level Area Weight(psf) Weight(Ib) Roof 1500 sf : , 15.0 psf 22500 Ib Ceiling 1500 sf 0.0 psf 0 lb Wood Siding 200 ft 5.0 psf 4000 lb •(8'-0"Wall Height) Int.Walls 200 ft 6.4 psf 5120 lb Existing Weight of Effected Building 31620 lb Proposed Weight of PV System' . Weight of PV System(Per SolarCity) 3.0 psf Approx.Area of Proposed PV System 768 sf . Approximate Total Weight of PV System 2304 lb ^_.._.... y 110%Comparison. 7,7 I 10%of Existing Building Weight(Allowed) 3162 lb Approximate Weight of PV System(Actual) 2.304 Ib Percent Increase 7.3% 3162 lb>2304 lb,Therefore OK 7 of 7 Peix 15-0292 6 -• • • STRUCTURAL ENGINEERS February 25, 2015 SolarCity 3055 Clearview Way OF NEW San Mateo,CA 94402 ,1; K' ZACik<, TEL: (650)638-1028 :1-11•1 FAX: (650)638-1029 .\ Wc� 1 Attn.: Brad Taylor °icy 91365• Re: Job 20150292: Peix—4445 Hallock Ln.,Mattituck,NY 11952. A��FESSIONP� Subject: Certification Letter A jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity.All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes=2010 NY STATE BUILDING CODE,ASCE 7-05 and 2005 NDS • Ground Snow Load=20 psf • Roof Dead Load= 15 psf(MP1/MP2), 9.1 psf(MP3), 13.3 psf(MP4) • Basic Wind Speed= 120 mph Exposure Category C • Solar modules=as indicated in attached drawings. 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 in accordance with the 2010 NY STATE BUILDING CODE. If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE-President 8150 Sierra College Boulevard,Suite 150• Roseville,CA 95661 0 916.961.3960 P • 916 961.3965 • www.pzse.com s, e r •� �4 a.� Ott ^"` Infrrsi tt STRUCTURAL ENGINEERS February 25, 2015 SolarCity 3055 Clearview Way San Mateo, CA 94402 TEL: (650) 963-5100, ext 5452 FAX: (650) 638-1029 Attn.: Brad Taylor re: Job 20150292: PEIX-119430 The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 4445 Hallock Ln.,Mattituck,NY 11952. If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE-President pF NEIti Ittc7 , 111 I- rci /11 W 6 9365 5 ct AR�FESSIONP� 8150 Sierra College Boulevard,Suite 150 e Roseville,CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com 1 of 7 Gravity Loading float Snout Load ' p9=Ground Snow Load= , 20 psf , Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) Cf='Thermal Factor= - 1 (ASCE7-.Table 7-3) I=Importance Factor= 1 pf=0.7'Ce Ct I pg' 13 psf (ASCE7-Eq 7-1) where pg<_20 psf,Pf min=I x pg= 20 psf- min snow load(roof slope<15°) where pg>20 psf,Pf min=20 x I= N/A min snow load(roof slope<15°) Therefore,pf=Flat Roof Snow Load= 20 psf Ps=CsPf' (ASCE7-Eq 7-2) Cs=Slope Factor= 1 ps.=Sloped Roof Snow Load= 20.0 psf Wooed Load=3 psf(Per SolarClty)- Roof Dead Load(MP11,MP2) Composition Shingle 4.00 1z Decking 3.00 2x10 Rafters @ 24"o.c. 1.93 Vaulted-Ceiling 4.00 Miscellaneous 0.07, . Total Roof DL(MP1/MP2)- 13.0 psf DL Adjusted to 30 Degree Slope 15.0 psf hoof Dead Load(MP3) Composition Shingle 4.00 1x"Deckin6 _ 3.00 2x6 Rafters @ 24"o.c. 1.15 Vaulted Ceiling '0.00 . (Ceiling Not Vaulted) Miscellaneous 0.85 Total Roof DL(MP3) - 9.0 psf DL Adjusted to 10 Degree Slope 9.1 psf Roof Dead Load(MP4) Composition Shingle 4.00 lx Decking 3.00- 2x8 Rafters @ 24"o.c. 1.52 Vaulted Ceiling ,4.00 Miscellaneous 0.48 Total Roof DL(MP4) ' - - 13.0 psf DL Adjusted to 12 Degree Slope 13.3 psf 2 of 7 Peix 15-0292 1 Wind Calculations Per ASCE 7-05 Components and Cladding Input Variables " • '1 Wind Speed 120 mph Exposure Category - D Roof Shape Gable/Hip Roof Slope 30 degrees Mean Roof Height 18 ft Building Least Width" ,25 ft Effective Wind Area 17.5 ft Design Wind Pressure Calcuf`ations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*VA2* I (Eq_6-15) Kz(Exposure Coefficient)= 1.06 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionality Factor)_ 0.85 (Table 6-4) V(Design Wind Speed)='120 mph ' Importance Factor= 1 (Table 6-1) . qh= 33.21 . . . Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 . -1.10 -1.10 '0.85 ;(Fig.6-11) Uplift Pressure= -29.89 psf -3.6.54 psf -36.54 psf 28.2 psf ' X Standoff Spacing= 4.00 4.00 4.00, Y Standoff Spacing= 5.52 5.52 5.52 Tributary Area= 22.08 22.08 22.08 Footing Uplift= -660 lb -807 lb -807 lb _. .Standoff Uplifk Check — Maximum Design Uplift= -807 lb Standoff Uplift Capacity = 820 lb 820 lb capacity>807 lb demand Therefore,OK . . _.. .__ .._-T Fastener Capacity Check Fastener= 1 -5/16"dia Lag g Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch= 205 lb Fastener Capacity= 820 lb 820 lb capacity>807 lb demand Therefore,OK 3 of 7 Peix 15-0292 2 Framing Check (MP1/MP2) PASS w=76 plf Dead Load 15.0 psf PV Load 3.0 psf Snow Load 20.0 psf „,2x10 Rafters @ 24"o.c. Governing Load Combo=DL+SL Member Span=9'-6" Total Load 38.0 psf Member Properties Member Size • S(inA3) I(inA4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 24"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf 'x Cr (NDS Table 4.3.1) . 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (w02)/8 = 857.375 ft# = 10288.5 in# Actual Bending Stress=(Maximum Moment)/S =481 psi Allowed>Actual--37.8%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 0.95 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) = (5*w*L^4)/(384*E*I) = 0.101 in = U1129 > U120 Therefore OK Allowed Deflection(Live Load) = U180 0.633 in Actual Deflection(Live Load) = (5*w*LA4)/(384*E*I) 0.053 in U2151 > U180 Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 lb Max Shear(V)=w*L/2 = 361 lb Allowed>Actual--19.3%Stressed -- Therefore,OK 4of7 Peix 15-0292 3 Framing Check (MP3) PASS w=64 plf Dead Load 9.1 psf PV Load 3.0 psf Snow Load 20.0 psf µ" „_ 2 t6a;Rafter's s Governing Load Combo=DL+SL Member Span=8'-10” > Total Load 32.1 psf Member Properties Member Size S(in"3) I(iO4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 'SPF#2 @ 24"o.c. CheckkBending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL"2)/8 = 626.173 ft# = 7514.08 in# Actual Bending Stress=(Maximum Moment)/S =993.6 psi Allowed>Actual-66.1%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 0.883 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) = (5*w*L^4)/(384*E*I) = 0.303 in = L/350 > L/120 Therefore OK Allowed Deflection(Live Load) = L/180 0.588 in Actual Deflection(Live Load) = (5*w*L^4)/(384*E*I) 0.189 in U561 > U180 Therefore OK Check Shear Member Area= 8.3 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 lb Max Shear(V)=w*L/2 = 284 lb Allowed>Actual--25.5%Stressed -- Therefore,OK 5 of 7 Peix 15-0292 4 Framing Check (MP4) PASS w=73 plf Dead Load 13.3 psf PV Load 3.0 psf Snow Load 20.0 psf 2x8 I Reis @ 24``o.c. Governing Load Combo=DL+SL < Member Span=11'-0" Total Load 36.3 psf Member Properties Member Size S(inA3) I(in"4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 24"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment = (wLA2)/8 = 1098.08 ft# = 13176.9 in# Actual Bending Stress=(Maximum Moment)/S =1002.8 psi Allowed>Actual-72.3%Stressed ®m Therefore,OK " Check Deflection , Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 1.1 in Deflection Criteria Based on = Continuous Span Actual Deflection(Total Load) = (w*L^4)/(185*E*I) = 0.149 in = L/886 > U120 Therefore OK Allowed Deflection(Live Load) = U180 0.733 in Actual Deflection(Live Load) = (w*L"4)/(185*E*I) 0.083 in U1591 > U180 Therefore OK Check Shear Member Area= 10.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 lb Max Shear(V)=w*L/2 = 399 lb Allowed>Actual ew 27.2%Stressed •m Therefore,OK 6 of 7 Peix 15-0292 5 Lateral Per 2006 IBC Chapter 34 Existing.Weight of Effected Building Level Area Weight(psf) Weight(Ib) Roof 1500 sf - °15.0 psf 22500n1b Ceiling 1500 sf 0.0 psf _ 0 Ib Wood Siding„ . 200 ft 5.0 psf „ 4000 lb ,(8'-0"Wall Height) Int.Walls 200 ft 6.4 psf 5120 lb Existing Weight of°Effected Building _31620 lb Proposed Weight of PV Systema. Weight of PV System(Per SolarCity)' 3.0 psf Approx.Area of Proposed PV System 768 sf Approximate Total Weight of PV System - 2304,lb. - 10%Comparison 10%of Existing Building Weight(Allowed) 3162 lb Approximate Weight of PV System(Actual) ° 2304 lb Percent Increase 7.3% 3162 Ib>2304 lb,Therefore OK ° 7 of 7 Peix 15-0292 6 • naP Inc STRUCTURAL ENGINEERS February 25,2015 SolarCity 3055 Clearview Way ,. OF NEW y San Mateo,CA 94402 ,�J�i�,K Z,1 O r ,p TEL: (650)638-1028 �� FAX: (650)638-1029 ��+� °'�' • pli 1110,2 Attn.: Brad Taylor ,. is 91365. Re: Job 20150292: Peix—4445 Hallock Ln.,Mattituck,NY 11952. A��FESSIONP Subject: Certification Letter A jobsite observation of the condition of the existing framing system was performed by anaudit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes=2010 NY STATE BUILDING CODE,ASCE 7-05 and 2005 NDS • Ground Snow Load=20 psf • Roof Dead Load= 15 psf(MP1/MP2), 9.1 psf(MP3), 13.3 psf(MP4) • Basic Wind Speed= 120 mph Exposure Category C • Solar modules=as indicated in attached drawings. 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 in accordance with the 2010 NY STATE BUILDING CODE. If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE-President B150 Sierra College Boulevard,Suite 150• Roseville,CA 95661 ® 916.961.3960 P 0 916.961.3965• www.pzse.com �...,. o a h wp p e r a ui . •• I{I[ IL— STRUCTURAL � STRUCTU LENGIN S' February 25, 2015 SolarCity 3055 Clearview Way - San Mateo, CA 94402 TEL: (650) 963-5100, ext 5452 FAX: (650) 638-1029 Attn.: Brad Taylor re: Job 20150292: PEIX-119430 The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 4445 Hallock Ln.,Mattituck,NY 11952. If you have any questions on the above, do not hesitate to call. Sincerely, L. ' . Paul Zacher, SE-President L of NE(NY /////•j`:\,K. Zgey/O� n;_ tf li w .3 '0,0,66P9/365-CS ,(<>-- °FESSIOO's 8150 Sierra College Boulevard,Suite 150 0 Roseville,CA 95661 • 916.961.3960 P e 916.961.3965 ® www.pzse.com 1of7 Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= 20 psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) Ct,=Thermal Factor= 1 (ASCE7-Table 7-3) I=Importance Factor= 1 Pf=0,7 Ce Ct I pg 13 psf (ASCE7-Eq 7-1) where pg<_20 psf,Pf min=I x pg= 20 psf min snow load(roof slope<15°) where pg>'20 psf,Pf min=20 x1= N/A min snow load(roof slope<15°) Therefore,pf=Flat Roof Snow Load= 20 psf Pg=CSPf '(ASCE7-Eq 7-2) Cs=Slope Factor= 1 ps-=Sloped Roof Snow Load= 20.0 psf:, PV Dead Load'=3 psf(Per.:SolarCity) .. Roof Dead:Load(101IMP2) Composition Shingle 4.00 1x Decking 3.00 2x10 Rafters @ 24"o.c. 1.93 Vaulted Ceiling 4.00 - Miscellaneous 0.07 Total Roof DL(MP11 MP2) - 13.0 psf DL Adjusted to 30 Degree Slope 15.0 psf Raof:Dead Load(MP3).. Composition Shingle 4.00 lx Decking , _ 3.00 2x6 Rafters @ 24"o.c. 1.15 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.85 Total Roof DL(MP3) 9.0 psf DL Adjusted to 10 Degree Slope 9.1 psf Roof Dead Load(MP4) Composition Shingle 4.00 lx Decking ,_ - 3.00 2x8 Rafters @ 24"o.c. 1.52 - Vaulted Ceiling - _ _ 4.00 Miscellaneous 0.48 Total Roof DL(MP4) 13:0 psf DL Adjusted to 12 Degree Slope 13.3 psf 2 of 7 Peix 15-0292 1 Wind Calculations Per ASCE 7-05 Components and Cladding - - Input Variables Wind Speed 120 mph _ Exposure Category D Roof Shape Gable/Hip Roof Slope 30 degrees Mean Roof Height 18 ft Building Least Width 25 ft Effective Wind Area 17.5 ft Design Wind Pressure Calculations - _ Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*K.61-*VA2*I _ (Eq_6-15) Kz(Exposure Coefficient)= 1.06 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(W_ind Directionality Factor)= 0.85 (Table 6-4) V(Design Wind Speed)'= 120 mph` Importance Factor= 1 - (Table 6-1) qh= 33.21 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= _ -0.90". -1.10 -1.10 0.85 ;Fig.6-11) Uplift Pressure= -29.89 psf -36.54 psf - -36.54 psf 28.2 psf )(Standoff Spacing= 4.00 4.00 4.00 Y Standoff Spacing= 5.52 5.52 5.52 Tributary Area= 22.08 22.08 22.08 • Footing Uplift= -660 lb -807 lb -807 lb Standoff Uplift Check Maximum Design Uplift= -807 lb Standoff Uplift Capacity = 820 lb 820 lb capacity>807 lb demand Therefore,OK FastenerCapacity Check Fastener= 1 -5/16'dia Lag Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 Pullout Capacity Per Inch= 205 lb Fastener Capacity= 820 lb 820 lb capacity>807 lb demand Therefore,OK 3 of 7 Peix 15-0292 2 Framing Check (MP1/MP2) PASS w=76plf Dead Load 15.0 psf PV Load 3.0 psf Snow Load 20.0 psf '"ff 2x1'0"ifters g 24"0 - Governing Load Combo=DL+SL < Member Span=9'-6" >1 Total Load 38.0 psf Member Properties t x Member Size S(in9) I(in^4) -Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 24"o.c. Check Stress _. Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (w02)18 = 857.375 ft# = 10288.5 in# Actual Bending Stress=(Maximum Moment)/S =481 psi Allowed>Actual--37.8%Stressed -- Therefore,OK Check Deftest orr`r'W - Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 0.95 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) = (5*w*L^4)/(384*E*I) = 0.101 in = L/1129 > LI120 Therefore OK Allowed Deflection(Live Load) = L/180 0.633 in Actual Deflection(Live Load) = (5*w*LA4)/(384*E*I) 0.053 in L/2151 > L/180 Therefore OK ,'.Check Shear Member Area= 13.9102 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 lb Max Shear(V)=w*L/2 = 361 lb Allowed>Actual--19.3%Stressed -- Therefore,OK 4 of 7 Peix 15-0292 3 Framing Check (MP3) PASS w=64 plf Dead Load 9.1 psf PV Load 3.0 psf Snow Load 20.0 psf '2x6 Rafters @ 24aoc. Governing Load Combo=DL+SL < Member Span=8'-10" Total Load 32.1 psf Member Properties Member Size S(inA3) I(inA4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 24"o.c. Check Bending Stress ' Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL"2)/8 = 626.173 ft# = 7514.08 in# Actual Bending Stress=(Maximum Moment)/S =993.6 psi Allowed>Actual-66.1%Stressed -- Therefore,OK . Check Deflection Allowed Deflection(Total Load) = LI120 (E=1400000 psi Per NDS) = 0.883 in Deflection Criteria Based on = Simple Span • Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) = 0.303 in = L/350 > L/120 Therefore OK Allowed Deflection(Live Load) = U180 0.588 in Actual Deflection(Live Load) = (5*w*LA4)/(384*E*I) 0.189 in L/561 > L/180 Therefore OK = Check Shear Member Area= 8.3 in"2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 lb Max Shear(V)=w*L/2 = 284 lb Allowed>Actual--25.5%Stressed -- Therefore,OK 5of7 Peix 15-0292 4 Framing Check (MP4) PASS w=73 plf Dead Load 13.3 psf PV Load 3.0 psf Snow Load 20.0 psf A ` •w2x8 abfters @=247o:c:, Governing Load Combo=DL+SL Member Span=11'-0" > Total Load 36.3 psf Member Properties Member Size S(inA3) I(inA4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 24"o.c. '" Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment = (wL"2)/8 = 1098.08 ft# = 13176.9 in# Actual Bending Stress=(Maximum Moment)/S =1002.8 psi Allowed>Actual-72.3%Stressed -- Therefore,OK Check Deflection r;., Allowed Deflection(Total Load) = U120 (E=1400000 psi Per NDS) = 1.1 in Deflection Criteria Based on = Continuous Span Actual Deflection(Total Load) = (w*LA4)/(185*E*I) = 0.149 in = L/886 > U120 Therefore OK Allowed Deflection(Live Load) = U180 0.733 in Actual Deflection(Live Load) = (w*LA4)/(185*E*I) 0.083 in U1591 > U180 Therefore OK Check Shear Member Area= 10.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 lb Max Shear(V)=w*L/2 = 399 lb Allowed>Actual--27.2%Stressed -- Therefore,OK 6 of 7 Peix 15-0292 5 : . Lateral Per 2006 IBC Chapter 34 ,Existing Weight of Effected'Building Level Area Weight(psf) Weight(Ib) Roof 1 1500 sf ' 15.0 psf 22500 lb Ceiling 1500 sf 0.0 psf 0 Ib_ Wood Siding 200 ft 5.0 psf 4000 lb (8'-0"Wall Height) Int.Walls 200 ft 6.4 psf 5120 lb Existing Weight of Effected Building 31620 lb.. _y;ProposedWeightof PV System. V Weight of PV System(Per SolarCity) _ 3.0 psf ' Approx.Area of Proposed PV System 768 sf Approximate Total Weight of PV System 2304 Ib . ''10%Comparison 10%of Existing Building Weight(Allowed) 3162 lb Approximate Weight ofPVTSystem(Actual) , 2304 lb Percent Increase 7.3% 3162 lb>2304 Ib,Therefore OK 7 of 7 Peix 15-0292 6 . ° ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN . EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE , GALV GALVANIZED _ HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER , kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC - LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. . PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS - TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 4� PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT E PV2 SITE PLAN . 5 `: , ' � e �� PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES l - • ' , .. 4'14.' `` '- - 1• .• 1 PV5 UPLIFT CALCULATIONS � ,, PV6 THREE LINE DIAGRAM .I .` • �-. , ,,, ,' �: .-; . Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 20104. . f 2. ALL ELECTRICAL WORK SHALL COMPLY WITH : ` , ° • � ., . -. 0 , .„ , . 44, THE 2008 NATIONAL ELECTRIC CODE. ` ' ` MODULE GROUNDING METHOD: ZEP SOLAR _ °° �` t� [REV BY DATE COMMENTS AHJ: Southold Town a � 4' #' MUM DATE COMMENTS • "tr..' I©©© UTILITY: PSE&G—Long Island (Public Service Electric & Gas Co.) ; , T` ... . !0 I;;�i a IObe, New'.Yark.61%,a, U � x. ke,l ' '©©© * PREMISE OWNER: DESCRIP11ON: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-119430 00 PEIX, J. DOUGLAS PEIX RESIDENCE Daniel Hagberg `,�� � CONTAINED ED SHALL NOT BE USED FOR THE "'a SolarCIW BENEFIT OF ANYONE EXCEPT SOLARCITY INC, MOUNTING SYSTEM: ., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4445 HALLOCK LN 11.22 KW PV ARRAY ri% PART TO OTHERS OUTSIDE NE RECIPIENTS MODULES: M ATTI TUCK NY 11952 ORGANIZATION, EXCEPT IN CONNECTION WITH � 3055 dearvfew Way NE SALE AND USE OF THE RESPECTIVE (44) TRINA SOLAR # TSM-255PD05.18 SOLARCITY EQUIPMENT, WITHOUT NE WRITTEN PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. I"`h"'E" 3333333333 ^ PV - 1 2/24/2015 (s5o)s3s—�o5 F:(;50)638-102s SOLAREDGE ,SE10000A—US—ZB—U COVER SHEET (888)-SOL-CITY(�s5-24as www.solarcity.com PITCH: 30 ARRAY PITCH:30 • "vMP1 AZIMUTH:240 ARRAY AZIMUTH:240 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH:60 ARRAY AZIMUTH:60 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 10 ARRAY PITCH:10 MP3 AZIMUTH:240 ARRAY AZIMUTH:240 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 12 ARRAY PITCH:12 MP4 AZIMUTH:150 ARRAY AZIMUTH: 150 MATERIAL:Comp Shingle STORY: 1 Story 0 <W2' a I • O O o C,. 3 0 . o a a v o 0 c W o a O . 0 0 0 ® 0 o N * : © a a 0 0 LEGEND 3 c ® r,11 D-` o Fa 0 0 <:3)ir --- a o @ a a ® (E) UTILITY METER & WARNING LABEL 0 0 yAC -1 l a ® 0 0 ® ® INVERTER W/ INTEGRATED DC DISCO `,_J 0 0 0 & WARNING LABELS A � _ _I e • ® - DC DISCONNECT & WARNING LABELS O 0 PliAC MP4 ® AC DISCONNECT & WARNING LABELS o 4a, a e e Q DC JUNCTION/COMBINER BOX & LABELS O 0 0 0 0 C O 0 0. 0 C '' °0 DISTRIBUTION PANEL & LABELS o 0 0 0 0 C Le LOAD CENTER & WARNING LABELS O 3 1 0 C O DEDICATED PV SYSTEM METER O 0 0 0 0 0 0 STANDOFF LOCATIONS 0 CONDUIT RUN ON EXTERIOR ®m CONDUIT RUN ON INTERIOR OF NE---- )... — _ GATE/FENCE Front Of House ,\IIN•K• Zig Q 0 HEAT PRODUCING VENTS ARE RED * r X11 * I% 'I INTERIOR EQUIPMENT IS DASHED f- �'t+4✓,�„v r i iwi„ Q L—'J iliti -=.,. • SITE PLAN N •:0,0 1365 S,,ZScale: 3/32" = 1' * et ROFESS100 .. ' 01' 10' 21' F PREMISE OWNER: DESCRIPTION: DEM( : CONAL— THE INFBEORMATION HEREIN JOB NUMBER JB-119430 00 PBX, J. DOUGLAS PEIX RESIDENCE Daniel Hogberg �`,$, CONTAINEDEFIT SHALL NOT USED NE /„``SolarCity NOF ANYONE EXCEPT DSOLARCITYFOR INC., MOUNTING SYSIEM NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4445 HALLOCK LN 11.22 KW PV ARRAY rr PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: MATTITUCK, NY 11952 SALE ALE AND USE OF THE RESPECTIVE (44) TRINA SOLAR # TSM-255PD05.18 3055 ClearvIew Way THESOLARCITY EQUIPMENT,WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 T650PERMISSION OF SOLARCITY INC. SOLAREDGE #SE10000A-US-ZB-U 3333333333 SITE PLAN PV 2 2/24/2015 (888)—SOL'CITY(765-2489)sowww.solorcItycom (3) AIL. ci 4', 1 1 • - .' Ij� • 8'-10" (E) LBW , CC) SIDE VIEW OF MP3 NTS 19' 1 9'-6• / M P3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES \-(E)18W LANDSCAPE 48" 24" STAGGERED O SIDE VIEW OF MP1 NTS PORTRAIT 48" 18" MP1 X-SPACING X-CANTILEVER V-SPACING Y-CANTILEVER NOTES ROOF AZI 240 PITCH 10 LANDSCAPE 48" -24" STAGGERED — RAFTER 2x6 @ 24" OC STORIES: 1 PORTRAIT 24" 14" ARRAY AZI 240 PITCH 10 RAFTER 2X10 @ 24"OC ROOF AII 240 PITCH 30 STORIES 2 ARRAY AII 240 PITCH 30 Comp Shingle Comp Shingle PV MODULE _7 5/16" BOLT WITH LOCK INSTALLATION ORDER ® ‘ ___________- & FENDER WASHERS LOCATE RAFTER, MARK HOLE _1.1 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ♦ 1 ZEP ARRAY SKIRT (6) HOLE. ,, ,,4c;V (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C � � — POLYURETHANE SEALANT. / 11' �r" 8'-7" / ����~ ���r * CO) INSERT FLASHING. ZEP FLASHING C t� (E) COMP. SHINGLE !miimm; ,-- (4) PLACE MOUNT. SIDE VIEW OF MP4 NTS (E) ROOF DECKING VD 5/16" DIA STAINLESS (5) (5) INSTALL LAG BOLT WITH SEALING WASHER. NESTEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES vvyWITH SEALING WASHER (6) INSTABOTE&LWASHERS. �� LANDSCAPE 48" 24" STAGGEREDI-6F �, AcyF��-f- (2-1/2" EMBED, MIN) PORTRAIT 48" 18" (E) RAFTER 0 STANDOFF RAFTER 2X8 @ 24" OC ROOF AZI 150 PITCH 12 STORIES: 1 n' P I W ARRAY AZI 150 PITCH 12 � C.J. None @24" OC Comp Shingle '. 917<s �_ Scale: 1 1/2" = 1' .o ROFESSIO0 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL- NE INFORMATION UHERON NUMBER: JB-119430 00 PEIX, J. DOUGLAS PEIX RESIDENCE Daniel Hagberg �\`�? CONTAIOF NED SHALL NOT BEE USED FOR THE �j,;So�arCity NOR SHTALL IT BEN DISCLOSED IN WHCOLE OR IN MouN11NG SYSTEM: Comp Mount4445 HALLOCK LN 11.22 KW PV ARRAY 4. PART TO OTHERS OUTSIDE THE RECIPIENT'S Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: MATTITUCK, NY 11952 THE SALE AND USE OF THE RESPECTIVE (44) TRINA SOLAR # TSM-255PD05.18 3055 Ciearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF EQUIPMENT, SOLARCITY INC. IN'mtTER: 3333333333 PV 3 T:(650)638-1028 F:(650)638-1029 SOLAREDGE #SE10000A—US—ZB—U STRUCTURAL VIEWS 2/24/2015 (888)-SOL-CITY(765-2489)www.soiarcitycom " (E) LBW B SIDE VIEW OF MP2 NTS MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 24" STAGGERED PORTRAIT 24" 14" - RAFTER 2x10 @ 24" OC ROOF AZI 60 PITCH 30 STORIES: 2 ARRAY AZI 60 PITCH 30 Comp Shingle - NE.-4. (7-0F ‹*-10' zq 04, g p I} f ( zi v.;) 04/ ROFESSIONP� JB-119430 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIALCONTAINED A THE INFORMATION USED HEREIN JOB NUMBER: PEIX, J. DOUGLAS PEIX RESIDENCE Daniel Hogberg �:�'A BENTATED SHALL NOT CE USED FOR THE \\` olarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: /�„� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 4445 HALLOCK LN 11.22 KW PV ARRAY r�� m PART TO OTHERS OUTSIDE THE RECIPIENTS /MULES: M ATTI TU CK NY 11952 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (44) TRINA SOLAR # TSM-255PD05.18 3055 ew Way EV: DATE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET:- RSan Mateo,CA 94402 PERMISSION OF SOLARCITY INC. SOLAREDGE #SE10000A-US-ZB-U 3333333333 STRUCTURAL VIEWS PV 4 2/24/2015 (888) T:(650) SOL)CITY(765-2489)5wwww.sdorci�com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFlDENIIAL— THEINFORMAnPREMISE OWNER: DESCRIPTION: DESIGN:ONHERON JOB NUMBER: JB-119430 00 PEIX, J. DOUGLAS PEIX RESIDENCE Daniel Hogberg ��%• BENEFIT OFTAINED SHALL NOT EXCEPTBE USED FOR NE �'P SolarCity BENEFIT ANYONE SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C ' 4445 HALLOCK LN 11.22 KW PV ARRAY h� PART TO OTHERS OUTSIDE THE RECIPIENTS NODULES: MATTITUCK NY 11952 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (44) TRINA SOLAR # TSM-255PD05.18 3055 Cew Way SOLARCITY EQUIPMENT, WITHOUT NE WRITTEN PAGE NAME: SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. '"'�'� 3333333333 T:(650)638-1028 F:(650)638-1029 SOLAREDGE #SE10000A—US—ZB—U UPLIFT CALCULATIONS PV 5 2/24/2015 (888)—SOL—CITY(765-2489)www.solarcItycam • GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE - • BOND (N) #8 GEC TO (N) GROUND ROD Panel Number: • Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE ##SE10000A-US-ZB-U LABEL: A -(44)TRINA SOLAR # TSM-255PD05.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:96974429 Tie-In: Supply Side Connection Inverter; 10000W, 240V, 97.574 w/Unifed Disco and ZB, AFC! PV Module; 255W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL SolarCity E 200A/2P MAIN CIRCUIT BREAKER CUTLER-HAMMER Inverter 1 (E) WIRING , L., ,......_ Disconnect s A Q7 © SOLAREDGE WDDcZ - SE10000A-US-ZB-U MP1,MP3: 1x20 c'P4wiii B 6OA - I EGC_F-Fri- A n 1311 2ooA/2P B �.yn L2 DC+ �j zm m FROM I 1 N ~ _ DC- I (4 c- MP4: 1x15 -11GENERATOR D�__ _ GEC i� w� DC+ �C . • C MP2: 1x9m m I I V -1 N `..�DC- L , e D3"c:Pii,,_____J ( GND I EGC (1)Conduit Kit; 3/4"EMT V N � _ I J a co T GEC{ TO 120/240V SINGLE PHASE UTILITY SERVICE ' TO MSP I TRANSFER SWITCH ' 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 Ground Rod; 5/8'x'8', Copper R -(1)CURER-HAMMER #DG222NRB e -(1)SolarCity 4 STRING JUNCTION BOX 231LSC0 IPC 4/0-�6 v Disconnect; 60A, 240Vac, Fusible, NEMA 3R AC 2x2 NAG4s, UNFUSED, GROUNDED DC Insulation Piercing Connector; Main 4/0-4, Tap 6-14 -(1)CUTLER-HAMMER#DG100NB Ground/Neutral it; 60-100A, General Duty(DG) PV -(44)SOLAREDGE 300-2NA4AZS SSC-SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER-HAMMER i�DS16FK PowerBox 0"pOmizer,300W,H4, DC to DC, ZEP AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit -(2)FRRAZSWU #TR6ORPV BACKFEED OCP 6HMT KS O-(1)AWG p6,THWN-2, Black II (1)AWG#6, THWN-2,Black -(1)AWG/8, THWN-2, Black Voc* =500 VDC Isc =30 ADC ^ -(2)AWG#10,PV WIRE, Black Voc* =500 VDC Isc =15 ADC -(1)AWG 46,THWN-2, Red ©I �(1)AWG#6, THWN-2,Red ® §-(1)AWG/8,THWN-2, Red Vmp =350 VDC Imp=17.26 ADC ( I 1 (4,-(1)AWG#6, Solid Bore Copper EGC Vmp =350 VDC Imp=14.38 ADC (1)AWG 16,THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 .-AAC IIII (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42, MC .--(1)AWG 110,THWN-2, Green EGC �/ -(1)AWG/6, Solid Bare Copper GEC -(1)Conduit Kit; 3/4'ENT -,(1)AWG$8, THWN-2,_Green EGC/GEC-(1)Conduit Kit; 3/4'EMT (1)AWG p10,THWN-2,Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc.=15 ADC. O ((1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=14.38 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.79 ADC (1)AWG 110, THWN-2, Green . EGC -(2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADO C i-(1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=6.47 ADC CONFIDENTIAL-THE INFORMATION HEREIN JOB NUMBER: J B-119430 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE PEIX, J. DOUGLAS PEIX RESIDENCE Daniel Hogberg �:�'r BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM. °d SolarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 4445 HALLOCK LN 11.22 KW PV ARRAY r1% PART TO OTHERS OUTSIDE THE RECIPIENTSNODDLES M ATTI TU CK NY 11952 ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (44) TRINA SOLAR # TSM-255PD05.183055 Clean/few Way SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PAGE NAME - - SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. I""R'ER3333333333 PV 6 2/24/2015 L(650)638-1028 F:(650)638-1029 il SOLAREDGE #SE10000A-US-ZB-U THREE LINE DIAGRAM (888)-SOL-CITY(765-2489)www.sotarclty.com � �� � Label Location: Label Location: " Label Location: WGPHO „O�TAfCP��R,�SOU�E (C)(CB � � �` �� ��' - "; „� (DC) (INV) ���� ) WARNI N� (AC)(PO) v -re�� =AR�N.I$N� ���% Per Code: • Per Code: Per Code: Z - NEC 690.31.G.3ERIc HoGKAR® `� NEC 690.17.E - ELE4CTRIcs ®c�'H �Ro NEC 690.35(F) DO N�OTTOO�UCH TERMINALS * T''.- A CONDUGTORS OF THIS- R � Label Location RMINALS BOTIi LINE AN® PHOTOUOLTAIG S�YSTENI�ARE � TO BE USED WHEN • DC INV LOAD INA.MAYk'BE EN,-RGIZED �UNGROU NDED�AND INVERTER IS PHOTOOLTAv�C ( )( ) •SIN T HE®PENPOSITJOI 'MAY BEENERGIZED �' '. Per Code: ; �.� r UNGROUNDED DIS,C�®1NNZCT r . NEC 690.14.C.2 I t 3 � Label Location: Labelg..),Location: • 4 POI � ,� a.;% - MAXIMUM POWERS �� (DCNV) - Per COde. POINT CURRENT Im `� A ' • INVERTER OUTPUT ` NEC 690.64.8.7 ( ,P7_ _ Per de: N - �� • CONNECTION, MAXIMUM POWER U NEC 690.53 1,- ,:. q—T RELOCATE t `� POINT VO- -4*, _ M_ _ 'THIS OVERCURRENT r MAXIMUM SYSTEM V `p OL`fAGE(Voc)� EVIOE ' SHO �CIRGUIT 3 � .' ` � CUF2RENT(Is )_r , � _ Label Location: P�'HO-.4„ 4 c-POI 1T OFA x 4 (POI) - INTERC®NNECTIO �r� � � ��� Label Location: Il` , � Per Code: ARNING ELECTRIC SHOCK _p DC CB NEC 690.17.4; NEC 690.54 € �W 11N`I� ( )( ) RD DO NOTTO2stp.p Per COde: T• ERMINPLSiTERMII ALS ON EECT�RICALSHQGK�HAZARDfi NEC 690.17 4 B® H THELINEADOA®SIDE • b0 NOI�TOUCF�,7ERI!1.INALS" ( ) rT-ME-ENERGZED INE OPE • '• TERMINAI S ON BOTH4LINE,ANR '• Ir�ROSITIO�OR SER\hIGE ,-3 _ LEAD SIDES MAY BEENERGIZED _ • IDE ENERGIZE BO H S®U�CE IN THE'.OPEN POST ION AND'MJBREAKER` �- a DGI®LTAGE IS - PU*P®UUER SOURCE ALWA�Y�S PPtESENT WHEN1 ,. MAXUM AC YrS®L'A MODULES ARE- ORERkTING CURRENT.,- EXPOSED TO SUNLIGHT ... , , MAXIMUM PC ==s,....1-...-_ '* a OPER%ATING''Va` ":"E - V' . Label Location: WARN I� � (DC)(INV) g ' Label Location: r k Per Code: D POI ‘,4, / ELECTRIC SHOCK HAZARD CAI.J'TI O)N � `° ( )( ) 144. �� NEC 690.5(C) ` � " SIF AGROUNULTIS NDIG9.ATED PHOTO OLTAG SYS4TEM Per COde: NORM�LY GROUNDED T*-# '' `3 . , NEC 690.64.6.4 � � CIRCU THIS BACKaFED CONDCTORSaMAY BES Av UNGROUNDED ANDENERGIZED »'� tV �t°� � Label Location: ..,,... �� Label Location: � C��A�T��'ON� (POI) (AC) (POI) • DUAL P® ER.-sou E. - AC :AC Disconnect F'HOTO� LTAIC ACS" 'RC‘ Per Code: ( ) �� ��� � Per Code: • scouRGE (C): Conduit ��5- ®`NN �P � ANEC690.64.B.4 HOTOV®LTAP,CS�YS SEM _ NEC 690.14.C.2 (CB):Combiner Box (D): Distribution Panel (DC): DC Disconnect � � � � Label Location: (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect - AC /1701) (LC): Load Center r MV�,wMUM Act s. ( ) (M): Utility Meter OPERATING CURRENT'_ Per Code; MA IMUM*-- NEC 690.54 (P01): Point of Interconnection O ERPTIN� OLa AGE CONFlDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR :�6 AI 3055 Geawew Way THE BENEFlT OF ANYONE EXCEPT SOLARGTY INC., NOR SHALL IT BE DISCLOSED �= San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTRIDE THE RECIPIENTS ORGANIZATION, S C Label Set ���u�` T(650)638-1028 F(650)636-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /+ 0 a ' (888)-SOL�TY(765-2489)www.solaraty.com SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. `4tSolarCity ®pSolar Next-Level PV Mounting Technology "i,�SoierCity I ®pSolar Next-Level PV Mounting Technology c IIIZep System Components for composition shingle roofs ';v 41*;`,•., ...Li: tit s ,� �� v ,Up-roof F F ILL Interlock ^4•` ' Ground Zep - ?x�j sde sMxnl 'l• t f ',. , _. _._,..�.- -'Leveling Foot _..-.. \ ` s'i ‘1.„7.C";011."4 ' „ P � Zep Compatible PV Module == r e a • 4 Qf ` Array Stdrt " - m Roof Attachment • - d' , •-.`t ''t A tom.. ,. _ - , ID 4 J i kl T c. Description ter. \il \ '� � m • PV mountingsolution for composition osdion shin le roofs Rfi ,` ` �<,� �, `�0ce®ev • Works with all Zep Compatible Modules g r •i Q \1\ 4 � N/ � ill/ • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules '': >, - t.. , \• 1-1 • Auto bonding UL-listed hardware creates structual and electncal bond CO LISTED Comp Mount Interlock Leveling Foot Part No 850-1345 Part No 850-1388 Part No.850-1397 ' Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications - Mounting Block to UL 2703 • Designed for pitched roofs ft).EIstalls in• portrait and landscape onentations \ Itik , • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards 1_ xL • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 . r. • Zep System bonding products are UL listed to UL 2703 --• . [\ �1i • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Dnven Rain Part No.850-1172 Part Nos 500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar corn zepsolar corn Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the molten product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for verifying the suitability of Zep Solar's products for each use Specifications are subject to change without notice Patents and Apps zspats corn responsible for ventying the suitability of Zep Solar's products for each use Specifications are subject to change without notice Patents and Apps zspats corn 1222 14 ZS for Comp Shingle Cutsheet Rev 02 pdf Page 1 of 2 12 2214 ZS for Comp Shingle Cutsheet Rev 02 pdf Page 2 of 2 f. "; 4-1 b ,t, � ;� .. (% . S®�a�, ® ® Single Phase Inverters for North America solar:® _® , o &� " 11 SE3000A US/SE3800A US/SE5000A US/SE6000A US/ ., . 4,.,...1*wtriti-ot:fm.,,evb, I.rz-ki.i.,::Q: ` �`� SE7600A-US/SE10000A US/SE11400A US ¢;'r �4 > E` R (sE3000A--.W715. SE5000A:-US ISE6000A-US[SE7600A-US 116SE100000g.00A-US SE.111..441470.005::us i ;A..R �r . . OUTPUT - ®® pgyp®S ar�dgge ha eY �y�� ':� _ t 1• "p r4,041, Nominal AC Power Output 300050060007600SO @240Vt t u., ' -44-....7-,.........,..i. , c •;:i Max AC Power Output 3300 4150 5400 @ 0 V 6000 8350 1080D @ 208V 12000 VA For North America ` , W + 5450 @240V 10950 caoy ,- , - , , �'�� 44t1-51•A'' �'. ".F AC Output •Voltage Min-Nom-Max• t ,'` �. p` " • -' b �+ 183-208.229 Vac - - `� SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ . ,.. .;a. -,�� �j: ,t i �r e s+ AC Output Voltage Mm-Nom-Max• i , i ✓ SE7600A-US/SE10000A-US/SE11400A-US , un • , 6 • 7 - . < .. , -; _-' , ^.r+' P, q u }� AC F eq ency Mlnc N m Max•- 246@ 08V�w co 5 - - 0 48 208V Hz • ±t ,,• „ 2 - <. a - uous O Curr 2 5 I 16 I I 32 OV ,x r o II 511119 3 Ith H t setting 0 '° ' '�'' GFDI Contln utput 1 .. . ... . .. . ... . .. - . .. . ., .. • .. • , , A ° - - `"� ent 1 21 @ 240V 25 42 @ 24 A 1 t .'a.. - rY '� < ��,y �� Utility Monrtonng Islanding �' ' - ' °�P',,,;;;;;'„,;14 k �. ,4 Protection,Country Configurable Yes < P - i r;�nverfBr�,- 3 ;.'",wT '' + Thresholds � �� �;.tf ? �44, � INPUT ' ' , 'It". '°n Yeats `"` F 33 " -, "'' �' ' , 3,:::...T.4 Recommended Max DC Power:• I << = • °c - G, 46 1: s ., r4` t5 00 00 14250 W • , - _.>.',, Na •_{, • ,. _ _ s # ,c? , (STC) .. ..( 5 _ r u5 " a Transformer-less,Ungrounded 7 Yes .;alaenm • G. /zatsY , . , . 3 S.Sx r- • Max Input Voltage 0 Vdc - __. 'y , af 'I:, `"�,- • 4`'� Nom DClnputVoltage •• •• • • 325@2.08..1V9/350@24_0V Vdc . ' •'" �„ r •-' ;' �' ; °� �`. 'Y"`r�.. ( 165208V33@20SV- - = ;x. _:, ,� MaxInputCurrent••' 951323345Adc• • ' j_ _ .-1',, .s ;€ • _ t...: sf = , .,c. . . . . 1155240V,I ...,. ,. I 305@240V I .. j; Cx. - i �'4? e Max Input Short Circuit Current _ 30 Adc - ''' `�- - _ ° 'y, - '? Reverse-Polon Protection - -• - •- nF; • : I t.t :- e,., , " ty Yes ` 45 r • • • • - • i '' _ , �� h r �'"��.TI;-:;!•,:',7:'. ;' •Ground-Fault Isolation Detection 6001mSensmvity - s ti� • < < = � ,�` Maximum Inverter Effici y •97 7 98 2• . 97 5 @ 208V 983 •98 97 �20SV 98• % <, 4 44 ' k, , e .. t-i -+ "" s _ g4 "' 41:51,-..; t _ r .. r �; CEC Weighted Efficiency 97 5 98 97 5 97 5 @ 97 5 m a ,, _ - p .a `a.., ,•••,-, } s*.rW. 't s r., ,+k l �' -:- y ,g. . . .. - 98 @ 240V 97 5 240V Efficiency - _ °°i - ' as, �.r ,' Nighttime Power Consumption <25 i <4 W #.. N: x s -1 <7::.. ADDITIONALFEATURES '..'7';'-'14M".1111- • •�'- ;- - = - _ 3. ...;;*--....z.:::.:•.,,,-' • '"° R , Supportommunication Interfaces 85485,85232,Ethernet,ZtgBee(optional) 5 4* dC _ E f � ,. R. Revenue Grade Data,AN51 C12 1 Optional �` RD COMPLIANCE- r r ,. STA -it, .r;"#a rr fi ,E ^ `_. '� _ Safety A . . - .- .-- 7 L . . 2 .. . .. ` _ - s t �`�a,,=„ • ,x _ �_' Grid Connection Standards ULl 41,U 16998,UL1998,CSA 22 2 • • 1. - _ '.,,);_ '''''.'''14.3 `' •'.'_" ;. * - s„ -' > ' Emissions .. . .. - EEE35classB47 .... - •(>; . a-, a:, _ FCC part15 class B F�� `- } 1 INSTALLATION SPECIFICATIONS -- i._ ili, - s a r -3!,..4.',..1.•‘‘`r.'' "F z`'' „I, 4 • . •outpu•t conduit sae/AWG range 3/4"minimum/24-6 AWG 3/4"minimum/8-3 AW_G �`. - . » ;. £4;1" ,`,}e: ` ,�= 5 ,�s DCinput nge.. tsae/pofstnngs/ I - . ' "` _ '� ,- ''""+�. I.•� - ^?`s - ,e,,. -. AWG range 3/4"minimum/1-2 strings/24-6 AWG 3/4;'minimum/12 strings/14-6 AWG - 7 `• r,i ' 4 `_ '>` Dimensions wrthAC/DC Safety 305x125x7/ 305x125x75/ 305x125x105/775x315x260 m/ ', - __-, „ _ _ „,,,.„5/,'": _ Switch(HxWt9) 775 x 315 x 172 775 x 315 x 191 mm c • • • e _ -__,:,. _ __ "m ,-- : _ ._ ,�.,,;Mtt �''�_ 1_:-.1!":!1•1A2:;;=-1..77-*`',._ r .� WeightwrthAC/DCSafetyswdch• ••• -•- 512/232 547/24) 884/401• •Ib/kg ' • - Cooling Natural Convection • • Fans(user replaceable) n > _ _ , Noise <25 <50 dBA The.best Choice for SolarEdge enbied systems ;_. Mm-Max Operating Temperature • a Integrated arc fault protection(Type 1)for`NEC 2011690.12 compliance Range .13 to+140/'25 to+60(CAN version•••• 40 to-.1-60). F/'C Superior efficiency(98%) Protection Rating NEMA 3R 'For other regional settings please contact 5oisrEdge support ® Smolt,lightweight and easy,to install on provlded.bracket "lmned to 125%for to anons where theteenyave age high temDe ature is above 77 F/25 cendto 135%far locations where it is below 77'F/25C - _ i For detailed information,refer to btte//wwwsolaredge us,as/odfs/Inverter do oversrzme mlde.odf ' ® Built-1n module-level monitoring - - •' - - _ .Ahigher current source may be used,the inverter wdlhmit its inDot current to the values stated _ ••rAN Ns are eligible for the Ontario FI7 and miuoFfi(mi<raFR exc SE31400A-US Internet connection through Ethernet or°Wireless, - ® Outdoor and indoor installation I i= ® Fixed voltage inverter,DC/AC conversion only �` � : ® P,e-assembled AC/DC Safety Switch for faster installation • " - 3VitijahtS.407,,,,1.: i - ,.' z}rf,a1g..- ;d,.sE - s . ® Optional—revenue grade data,ANSI C12.1 '..e. , ei.,.'4.7.,1,_ stmsaecra _ _ �` - r � USA GERMANY ITALY PRANCE JAPAN CHINA AUSTRALIA THE NETHERLANDS ISRAEL www.solaredge.us 4 , • :-4 et .,; - `�: § •4 - „ �?Sel•7 t{ar�x e�nuJ.i 5t1. aYyopi Ir9ra - P�'IMIz=•' yih� - , " , - r t es ei+ :,der r liar Iq�j s�(ia�ih= c �i 'i bgr �' TM r rC G--t_ A e 4a Eire wli vba'a:, rrz' < w "t.. - r _.:. ...� '+`' exp: . .m:- < .> - a x Mono Multi Solutions r ' ' ' THE 1'lr� mount MODULE T mPS�5.1 8 k ,::• , r it't t .:$; DIMENSIONS OF PV MODULE ELECTRICAL DATA @STC 's ° unit,mm e ii +a -Peak Power Watts-PMPx(Wp) 245 - - - 250 255 , 260 1..e....., ,,,4.7„,,,Si THE T1• '� ;, 941 Power Output Tolerance-PPwx(%),-_ __.. _ 0 +3 __ - __ --t 40. —s' Maximum Power Voltage VMr(V) 29 9 30 3 30 5 30 6 d' 7 v.--n vt-el m 0 u t %.,...t:• t =-� '� �NxcroN )Maximum Pawer Current-IMee(A} 8.20 '8 27 8.3.7 8-50 t441.44y`L+ 1 .„ NAMEPLATE o Open Circuit Voltage-Voc(V) -378 38 0 ' 38 1 38 2 t� t�'r4 '+ �P�AR1PeNOE iShortCircuitCurrent-Isc(A)' 875. - 8,79 888 900 ' >, r"r�' "s • Module Efficiency nrn(%) IS 0 15 3 15.6 15 9 MODULE '.� I �4`s. ;' STC Irradiance 1000 W/m'.Cell Temperature 25°C.Air Mass AMI 5 according to EN 60904-3 x` }ks "" -*- r Typical efficiency reduction of 45%at 200W/m'according to EN 60904-1 a: - - .x/ i ( 4'.4:, ELECTRICAL DATA @ NOCT --- - - CELLaY " Maximum Power-PMAx(Wp) 182 186 190 193 60 a ` `' °h Maximum PowerVoltage-Vie(V) 27 6 28A 28.1 ,-,--= 28 3 MULTICRYSTALLINE MODULE 9 I. , , • 600WOVNDN.= A • A Maximum Power Currentlee(A) 659 6`65 674 684 :OA t, /12-MANHOLE E Open Qrcud Voltage(V)-Voc(V) 35.1 35 2 35.3 35 4 WITH TRIIVAMOURIT-FRAME „13: i fs' — Short Circuit Current(A)-Isc(A) 707 3 710 717 727 -,'.""'TI” ° .;"/ , NOCT Irradiance at 800 W/m',Ambient Temperature 20°C,Wed Speed I m(s . PD05.18 1 - 812 1180 1 Back View ° POWER OUTPUT'RANGE - I MECHANICAL DATA _ 1 Solar cells Multicrystalltne 156.156 mm(6 inches) Fast and simple to install through drop in mounting solution - - _ i t; ) . i Cell orientation 60 cells(6 x 10) - /�- ! _ Module dimensions - 1650 x 992.40 mm(64 95.39 05 x 1 57 inches) s ( °� Weight - - 21,3 kg(47.0 lbs) MAXIMUM EFFICIENCY 5 5 ( L ` 'Glass '3 2 mm(0 13 inches),High Transmission,AR Coated Tempered Glass _, - 3 o — A-A Backsheet_- .. White ..,g-- --' - - - i ' --=-`<` Good aesthetics for residential applications _ Frame Black Anodized AlumimumAlloywithTrinemount Groove `, 'r 1-V CURVES OF PV MODULE(245W) - F J-Boz- IP 65 or IP 67 rated I 1b- Photovoltaic Technology cable 4 0 mm'(0 0.06 inches'),` -" " _ ® - - Cables 1200 mm(47 2 inches) POWER OUTPUT GUARANTEE 9,.--1000w/m? Fire Rating Type 2 7. r---®,, Highly reliable due to stringent quality control <-6" 600W/m, ( \ ° Over 30 in-house tests(UV,TC,HF,and many more) w,5. As a leading global manufacturer '' `;i 0I,F,' ° In-house testing goes well beyond certification requirements 8 4®-4RRWfm TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic 3m -_ - products:we believe close 2°' 200W/m' Nominal Operating Cell '44°C(±2°C) Operational Temperature -40-+85°C - �• 1 W - -..,�YTemperature(NOCT) cooperation with our partners _ ,. :Maximum System ' 1000V DC(IEC) is critical to success. With local D.oro oro tom Som 4om i TemperatvreCoeffctent of Pree .-0.41%/°C 1 Voltage ,' 1000V,DC(UL) presence around the globe,Trina is Voltage(v) Temperature Coefficient of Voc -0,32%/°C Max Series Fuse Rating ' 15A able to provide exceptional service - -_ _ _ - --.- __ _ . _- ,. _ .. _ to each customer in each market ! ,,A,..,....---.Q r_,' Certified to withstand challenging environmental Temperature Coefficient offsc ,0.05%/°C ° and supplement our innovative, j conditions —• reliable products with the backing , ° 2400 Pa wind load of Trina as a strong,bankable �,� _ - WARRANTY partner. We ore committed • 5400 Pa snow load to building strategic,mutually 10 year Product Workmanship Warranty , ,beneficial collaboration with i25 year LinearPower warranty ) installers.developers,distributors (Please refer to product warranty for details) and other partners as the ' backbone of our shared success In CERTIFICATION 'I driving Smart Energy Together:- ' LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION m ' 'cVLus a 10 Year Product Warranty°25 year Linear Power Warranty trim LISTED c sPus Modules per box-26 pieces ,, wTrww Solar omnco _ r r Modules per 40'container:728 feces wwwirirasalorcom i woos. ' $Epi ,ISO �- p------• «- pieces Adfanaf v m Tr6na S 'v��; �_ mile fr EU IB WEEE ' a .¢ O COMPLIANT m90% :� : ':',r...,,,,r..,_- t ° "' ,t sok,e-t.linear Warranfy CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT pet4P4Tj r®1 a t _ _ A,,,',...''-,.„,-,0.,,,,„____,_ ® 02014 Trina Solar Limited Allri rights reserved S4 BS ,L1�F1� S®�d�r (980% a - r� g_ �� ��®��� g Specifications includedmlh¢datasheef are subject to ,� s; change without nonce Smart Energy Together years 5 Io 15 20 25 Smart Energy Together < o _.-.. __--__ --_ - _Irina standard —_ 0 lncustr,.t.ndare -,_,--