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�4�SnEFot���. Town of Southold 10/31/2016 y P.O.Box 1179 0 w' 53095 Main Rd �%� R�rl Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38631 Date: 10/31/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 920 Farmveu Rd, Mattituck SCTM#: 473889 Sec/Block/Lot: 121.-7-10, Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/8/2015 pursuant to which Building Permit No. 40182 dated 10/16/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR i The certificate is issued to Ragone,Gerard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40182 02-12-2016 PLUMBERS CERTIFICATION DATED Authorized Signature i i �gUFFot,r TOWN OF SOUTHOLD jo �o�y BUILDING DEPARTMENT. y TOWN CLERK'S OFFICE =o SOUTHOLD, NY y�ol 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#: 40182 Date: 10/16/2015 Permission is hereby granted to: Ragone, Gerard 920 Farmveu Rd Mattituck, NY 11952 To: Install roof-mounted solar panels as applied for. At premises located at: 920 Farmveu Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 121.-7-10 Pursuant to application dated 10/8/2015 and approved by the Building Inspector. To expire on 4/16/2017. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Buildin ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: x (check one) Location of Property: 920 Farmveu Rd Mattituck House No. Street Hamlet Owner or Owners of Property: Gerard Ragone Suffolk County Tax Map No 1000, Section 12100 Block 0700 Lot 010000 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Michael Passantino Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ V Applicant Signature *pE SO(/j�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G �� roger.riche rKED-town.so utho Id.ny.us Southold,NY 11971-0959 Olyc®UNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ragone Address: 920 Farmveu Road City: Mattituck St: New York Zip: 11952 Building Permit# 40182w Section: 121 Block- 7 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RASCO Electric Corp. License No: 53689-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 8.58 KW Roof Mounted Photovoltaic System to Include 33 Trinia 260 Panels, 1-SE 7600 Inverter AC and DC Discounnects. Notes Inspector Signature: Date: February 12, 2016 Electrical 81 Compliance Form.xls Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com nD JEQff OVI D October 24, 2016 OCT 3 1 2016 BLUDING DhW. Town of Southold Building Dept. TOWN OFS0Ufi6ID Town of Southold, NY Subject: solar panels at residence of GERARD RAGONE, 920 FARMVEU RD. MATTITUCK, NEW YORK 11962 To Whom It May Concern: I certify that the installation of the subject solar panels is in compliance with Town of Southold Building Dept. approved plans, the Building Code of New York State, the Residential Code of New York State, the manufacturer's specifications, and all other relevant codes and standards. A certified Trinity Solar installer is and has gone to the job site named above and inspected the project completed installation on my behalf and with my approval with supervision from Michael Passantino. This certification is based on the NYS Residential Code and the provisions of ASCE 7-05. Please contact me if there are any questions or comments about the above. Very truly yours, NSw Richard-0. Gord n, E. 2 New Y r P.E. Li en a No. 079309-1 _ W 079309'1 �`�GpAtlFESS1CNP�, FIELD INSI'ECTXON IMP''ORT DATA COxE12E,iTS FOUND4tON(1ST) ................wwr+MwM wwwwwwwY�wY • , • • •'' 00. FO=4TION(2ND) ROUGH FR NQ& PLUMBING H IMULATZON 1?EA N,Y, STATE ENERGY OOm MAL cec U ' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 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. Check Septic Form NYS.DEC Trustees C O Application Flood Permit Examined 20Single&Separate Storm-Water Assessment Form Contact: Approved l/ 20 Mail to. Disapproved a/c Phone 7— -- -?X3 Expiration 20ce Buil I ctor APPLICATION FOR BUILDING PERMIT LLI Date ,20OCT ® 8 2015 INSTRUCTIONS a.This applicationST e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o£plaris a of plan to scale.Fee according to schedule. b�Pl � I i s�iowing locatl of lot and of buildings on premises,relationship to adjoining premises or public streets or c.The The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regu ions,and to admit authorized inspectors on premises and in building for necessary inspections. AI- (Signature r(Sign ure of applicant or name,if a corporation) 3140 Veterans Memorial Hwy,Bohemia,NY 11716 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder General Contractor Name of owner of premises Gerard Ragone (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer General Manager Michael Passantino (Name and title of corporate officer) Builders License No. 52821-H Plumbers License No. Electricians License No. 52774-ME Other Trade's License No. 1. Location of land on which proposed work will be done: 920 Farmveu Rd Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 12100 Block 0700 Lot 010000 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration x Repair Removal Demolition Other Work (Description) 4. Estimated Cost $33,943 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises Gerard Ragone Address 920 Farmmu Rd,Matotuck,NY 11952 phone No. 631-258-5160 Name of Architect Richard B Gordon Address PO Box 254,Famrville,VA 23901 Phone No 434-574-6138 Name of Contractor Michael Passantmo Address 2180 5th Ave,UNI 1,Ronkonkoma,NY PEbne No.631-319-7233 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: COUNTY OF , Michael Passantino being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Z n ® (S)He is the Contractor 3 , (Contractor,Agent,Corporate Officer,etc) So c { y.0,0 C rD— of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, 0 i o F z that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be NW c7 D performed in the manner set forth in the application filed therewith. rNy N g 8 mSworno before me th 0 9.0)i 'l.hO�' day of 20 /5 Z 7` a Notary Public Signature of Applicant T �l Scott A. Russell ��a°SU1 ���p� ST(01K1\\1[WA\`]C']E1K SUPERVISORI�vl[A\1�A(G�]EI�W ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE LVIE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑�] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑FLI E. Site preparation within the one-hundred-year floodplain as depicted on--FIRM-Map--of--any watercourse-. ❑[D F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map 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 Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. ": 1000 Date- 1 Duirict J i NAME: � ierm a ion B16ck Lot � ` FOR BUILDING DEPj11{TNIENT U-4E 0NLY { ` Contact information V l 5 1 `— —7�3 ,l eleplom�um6ni Reviewed By ,/vie &L'\A - - - - -- - - - - - - - - - - - - - Date- ®l./ f Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required tiG ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 10/07/2015 12: 12 FAX 1516 825 7467 RASCO ELECTRIC CORP. IM002/003 • tio���f S@fjl� �o Town Hal! 59875 Maio oad 4 02R1Telephone(631)7651602 c 631}7 P.O.8ux 1179 er.richert s �.n &w& W,NY 11971-Mg I' BUIMING DEPAR'P1 MT TOWN OF SOUTHOLD PP ICATION FOR ELECTRICAL IN PECTION - REQUESTED BY: ; Date: 101711T Company Name: co L i Name: License No.: Address: r Phone No.: , 4 ) t_W/ �- JOBSITE INFORMATION: (*Indicates required information) *Name: Gerard Ragone *Address: 92 Farmveu Rd Mattituck, NY 11952 "CNSs Street: *Phone No.: 631-258-5160 Permit No.: If0 Tax•Map District: 1000 Section; 12 00 Block: 0700 Lot: ol0000 "BRIEF DESCRIPTION OF WORK(Please Print Clearly) -� install solar panels on roof. (Please Circle All That Apply) +Is job ready for inspection: YES *Do•you need a Temp Certincate: ;S Rough In Final I YES Temp Infonmatlon Of•needed) *Service SIZe: 1 Phase Whase 100 150 200 300 350 . 400 Other 'New Service: Re-conned Underground Number of Meters Change of Service Overhead Addltlonal Information: PAYMENT DUE WI H APPLICATION it .824Requed for Inspectlon Form 1 1 6 'U � I• 1 o0 *pF SO(/ry®l Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CP ,r Southold,NY 11971-0959 Cou February 18, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Trinity Solar 3140 Veterans Memorial Highway Bohemia, NY 11716 Re: Ragone,920 Farmveu Rd,Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Need certification letter stating the panels were installed per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40182— Solar Panels (T,r i n ` -0 LAny I, hereby authorize Trinity Heating&Air Inc.doing business as Trinity Solar,and their contractor, to submit and process my interconnection application(s) and permit(s)to the appropriate electric utility company and township. Customer Signature: Customer Printed Name: G-CrCA �G ®v,%R— Swo to befor a this oC day ofXq- JW 2CLI - ✓any JASON KIDD Notary Public Notary Public-State of New York NO.01KI6191870 Qualified In Suffolk Coun rlMvy Commission Expires L0l From:631 285 3428 10/16/2015 15:03 #046 P.001/010 ft"T'l- ally" SGL AR fa x TO: U�ir.±/ I/"r�� 'P {, FROM' l ti �fv�� /� 6zm i, !-L FAX: !�. I /J-�jl 2 PAGES. PHONE:v 3 r ~ 31"q -72-33 DATE. RE: I� G L� t� CC ❑Urgent O For Review ❑Please Comment ❑Please Reply 0 Please Recycle cc— (c c f-V I C:4 Ci 17� mo 1 TRINITY SOLAR-NEW YORK 2180 5TH AVE-UNIT 1, RONKONKOMA, NY 11779 PH:631-319-7233/FX:631-285-3428 WWW.TRINITY-SOLAR.COM From:631 285 3428 10/16/2015 15:03 #048 P.002/010 '`� CERTIFICATE OF LIABILITY INSURANCE 11912015'"' 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 poiicy(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 Barbara Haden NAME: y DITTMAR AGENCY PHONE (732)462-2343 FAIc o• (732)780-8414 1019 78 Court Street ADE-MAIL .bahayden@dittmarinsurance.com P.O. BOX 11 B O INSURERS AFFORDING COVERAGE NAIC a Freehold NJ 07728 INSURERA:HDI-GerlingAmerica Insurance INSURED ` INSURERB:North River Insurance Com an Trinity Heating & Air Inc. , DBA: Trinity Solar INSURER C:L10 d's London BPTP Future Holdings LLC INSURER 3140 Veterans Memorial Hwy, Ste 3 INSURERE: Bohemia NY 11716 INSURER F: COVERAGES CERTIFICATE NUMBER:2014-15 Liab 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 ADDL SUER POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER IMMfODIYYyY1 1MMIODNYYYI GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occu ence $ 500,000 A CLAIMS-MADE FXIOCCUR EGGCCO00065614 11/1/2014 1/1/2015 MED EXP(Any one person) S PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 2,000,000 X POLICYF—j PRO- LOO COMBINED $ AUTOMOBILE LIABILITY Es acciden SINGLE LIMI 11000,000 X ANY AUTO BODILY INJURY(Per person) S A ALL OWNEDSCHEDULED AGCC000065614 1/1/2014 11/1/2015 AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPER?Per accident)DAMAGE S HIRED AUTOS AUTOS , LeaselLoan Ga $ UMBRELLA LIAR HOCCUR sxsOD4253301 1/1/2014 1/1/2015 EACH OCCURRENCE $ 10,000,000 B X EXCESS UAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED RETENTIONS 1 227486398 11/1/2014 1/1/2015 Limit xof$10,000,000 S $15,000,000 A WORKERS COMPENSATION X ITO WC,LIM7 I ER TH- AND EMPLOYERS'LIABILITY 1/1/2014 11/l/2015 ANY PROPRIETORIPARTNERIEXECUTIVE Y!N GCC000065612 EL EACH ACCIDENT S 1,000,000 OFFICERIMEMBER EXCLUDED? N I A (Mandatorym NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 If es,describe under E L DISEASE•POLICY LIMIT 5 1.000,000 DESCRIPTION OF OPERATIONS below C Errors & Omissions PGXARK0201402 /30/2014 /30/2015 Per Occurrence $2,000,000 Pollution Liability Aggregate $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Addibonal Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Routh 25 Southold, NY 11971 AUTHORIZED REPRESENTATIVE Barbara Hayden/BAH ' ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS026 poloo5)01 The ACORD name and logo are registered marks of ACORD From:631 285 3428 10/16/2015 15:03 #048 P.003/010 STATE OF NEW YORK WORKERS'COWENSATIONEOA110 CERTWIICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Buslness Telephone Number of insured Trinity Heating &Air, Inc. - 732-780-3779 3140 Veterans Memorial Hwy Ic.NYS Unemployment Insurance Employer Suite#3 RegIstration Number of Insured Bohemia, NY 11716 49-23097-7 WorkLocation oflnsured(Only required if coveragebspecifically Id.Federal Employer Identification Number of Insured limited to certain locations in Nely York State, la, a Wrap-Up or Social Security Number Policy) 22-3292324 w 2.Name and Address of the L,utitylRequesting Proof of 3e. Name ofInsurance Carrier Coverage(Entity BeingListed as the Certificate Holder) HDI-Gerling America Insurance Co. Town of Southold 8b,Policy Number of entity listed iu box"la" 54375 Routh 25 EWGCC000065614 Southold, NY 11971 3a Palley effective period 11!1!2014 to 11/1/2015 3d. TheProprlotor,Partners or Executive Officers are teluded. (only check box nallpartacraffilofficersincluded) i,excluded or certain partners/ocers.excluded. This certifies that tate insurance carrier indicated above iu box"3"insures the business mferenced above in box"la"for_workens' compensationunderthoNewYork,SloteWorkem'CompensaflonL-aw.(To use this flarin,XewYork @Mmllst be listed underltem-SA ontheINFORMATIONPAGE oftheworkers'compensationinaurancepolicy).TheinsuranceCarrier orIts licensed ageutwilisend this Certificate of Insurance to the entity listed above as the certificate liolder in box"2". The lmurance Cenvier tvill also notifyMe above ce tificak holderuithin 10 dMu Fapolicy is canceleddue to na jwwent ofpremiums or u*N430 days.IT there m e reasons other than nonpayment ofpremtrmrs that cancel thepolky or eliminate the insured from the coverage Indicated on this Certificate. (These notices may besent by regularmail.)Otherwise,this Certificate is valldfor oneyear after thisferm Is approved by th a insurance carrier or Its licensed agent,or until the policy expiration date[!sled in box 1'3c;1 Oh chwer is easter. Please Note:Upon the cancellation of the workers'compeusation 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 hold or 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 Waiters'Compensation Law. Under penalty of perjury,I certify that I am an authorized representativo or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depleted on this form. Approved by; George J. Dittmar II (Pdameofauthorizedreprasent 696-orikensedogentofinsuimeecarrier) Approved by: (Date) Title: President Telephone Number of authorized representative or licensed agent of insuraam carrier; 732-462-2343 Please Note. Only insurance carriers and their licensed agents are authorized to issue Foria G703.2.Insurance brokers are NOT authorized to issue it. G105.2(9-07) ww%v.wcb,state ny us From:631 285 3428 10/16/2015 15:04 #048 P.006/010 AC RD CERTIFICATE OF LIABILITY INSURANCE Dom' 10/2/2o1s THIS CERTIFICATE I$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 COVERAC+E AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETTlIIM THE ISSUING INSURER43), AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT: it the cettif mU holder 13 an ADDITIONAL INSURED,Rhe poilpy(Iea)must be endorsed. If SUBROGATION IS WANED:3ub)ect to the terms and conditions of the policy,Certain policies may roquim an endorsement.A statement on this certl5cete does not confer r1obts to the certificate holder in lieu of such endomemen s. pRoOuc� " atasza z. Gtimn-rimy AGO=, ISTC. NE (516)872--9500 IACPAX we.I5161972-2023 ONY BOeiRt86 DLAtAFels DLEMS@GIAl".COK VALTSX STREAK, NY 11580 1NUMlE 9 AFFORDINOOOVOWG! NAIC* ;INWMSR ERe�: CHANTS LWTUAL INSORANCE CO. 23324A EIsuR:v RZCIMM L RL RASCO BLRCTIC CORP. D 72 SMASBT P4= R: VALLEY DTFAM VY 11500-3331 0i6UMkP: COVERAGES CERTIFICATE NLIMBER:t ►8= 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 AMY REDUIREMEN1,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 DESCRIBtEO HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMIT'S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ER WPM OP INEuRANce POLICY 90YCY EF P P LlMrla A X COMM1111IIALCMIDIALLIANUrT b09SO4e077 04/26/2015 04/26/2011 FACNOCCURRENCE 9 1,000,000 CM 4&"E FT OCCUR meg, 511L22NI31w& i 500,000 g =17 COWRRM X MED W oe P=mJS 15,000 PERSONAL&ADV WURY s Fw+VDtb OEN'LAOOREGATKLIMAPPLIES PER 3t�Eiint^QGREGA7E 3 2,000,000 X POLICY■ LDC LERCOUrTs.COMP/OP AGG S 2,000,000 R• Prol�.a�+�'�o� s A CA99649364 De/04/2015 09/04/2016 1 11000,000 ANTI AUTO 90DLY NJURY(PV Demon) S A�UflOSOYBiED g qC-�EDU1fA 90DILYIILMIRYIParav30on0 i I MREO AUTOS AffosYYN PROPS DAMAGE 1 50,000 i "0"'"LtAB H OCCUR EACH OCCURRENCE E 1 FIGS,LIAR-1 Rs'Mw*"_tCLAsi<ASJUW AGGREGATE i .5 WORM"c"PU Mh1ON I ANA E10LAY03!VAWUW O00 FfiCERAIt M O FXCILDE TWE Ya NIA L.k EACH ACCIDENT 1 ( p,T.01 NHj EL DISFJSE-FA EMPLOYE I tly�4 1° E!1-DISEASE-POLICY MIT IT S DEt3CgIPRON OP OPE NS Ltabt+ OESCRIPI'MXOPOPERAT07NSILOL:ATLONSIVFIOCLSIZ(ACORD10l.AlmflaltdRaIUI1teIIo m0►MAtLALiMdNDateepic®1>�q„IrotlJ CEMIFICATE 8OLDUR IS INCL0DRD AS,ADDITYOIDLL' 1 MW= t I CERTIFICATE HOLDER CANCELLATION . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTH01D THE P.><AIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 ROOTS 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO. BOX 1179 I SOT,tTROLD, NY 11971-0955 AU1HONxEOREPREDLJiTA1lYE Aaron Grober/DEBBIE ®19ES-2014 ACORD CORPORATION, All lights re9ervs& ACORD 25(2014!01) The AGORD name and logo are reglstomd mmft of AGORD IN8025 t2sI4D11 - , From:631 285 3428 10/16/2015 15:04 0048 P:007/010 10/06/2013 11. 11 FAX 1516 625 7467 RASCO ELECTRIC CORP 1x006/007 Certificate of NYS Wotkere Compensation Insurance Coverage Page 2 of 3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATTON INSURANCE COVERAGE Ia.Legal Name and addresa of Insured(Use street address only) Ib.Business Telephone Number of Insured bra EioirioCotp• 516659-3775 72 Sur"Road Valley Stream,NY I 1$BO It.NYS Unemployment iocurancr Employer ttegbtratlon Number orimired 553S712 Wotk Lwff on of Insured(only regaved efccwrap is trpa Owgy llmtkd Id.Federal Employer Indentifim don Number of insured td cerwin fowlion la Naw York Stars~Le.a whlp-up Pol(cy) or Social Security Number 112694781 2.Name sod Address of the Entity Requesting Proof orCoversge 3q.Natne otTnsurat<ce Carrier (Entity Ruing Listed iia the Certificate Holder) Rochdale insumce Company To-n of SoutWd 54375 Main Road 3b.Policy Number ortatity listed to box"Ia": PO Box 1179 Southold,NY 11971-0959 RWC3347378 3c.Policy effectiveperio& 12/1/2014 to 12/112015 34.The Proprietor,Pastnery or Executive omcers■r= ❑included(4111y deck box if di parmeWolgem included) all excluded or certain portners►ol6cers excluded This Mdriies that the insurance carrier indicated above in box"3"insures the business referenced above in box"la"for workers' compensation under tho New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the RVORMATION PACE of the rworkcrs`cotnpens 9011 insurance policy).'the insurance Carrier or its lioensed agent will send this Certification of Insurance to the entity listed above as the certirmatc holder in box 02". The issr+rance Carrier will also notify tits above cerVlewte holder within JO days IF o policy is conceled due to nonpayment of premiurrms or within 30 daW IF there are reasons other than nonpayment of presrtiuns dot cancel the policy ar eliminate the insured from the coverage Indicated an this Cero lease(Y7iese notices may 6e sunt by regular mail)Otherwise,thir Certificate is valid for one year ofler ihirfornt Is approved by the Imurancc carrier or its licensed agelq or until the polity eviration date listed in box"3e",whichever is earlier, Please Nott.Upon the cancellation oftheworken,compeautation policy indicated on this form,if the business continues to be named on a permit,Ileepse or contract issued by a certificate holder,the business must provide that certificate holder with a new Cert[Gcate of Workers'Compensation Coverage or other autherited proof that the business la complying with the mandatory coverage requirements of the New York State Workers,Compenwtion Law. Under penalty of perjury,I certify that I am an autborimd representative or licensed agent of the insaranee carrier referenced above and that the named insured has the coverage as depicted on this form. Approved Ely. tr=y C.Sibley (Print Wma of autmbad teytsuatadve er/ices spot at tmun ew cadM A. Approved By: A& 10/512015 (S�Qaatwe) �j Title; undenrriling Mtaisgsr TdepbaaoNwnbsr of asm6ostred rcptam46n of liresaed spear e(Wumce amts.t'saetaP6ose Pk411;Nae:0*bmwaaceearrlersmrdthetrgtsnsddreWsamaurhornadtoAm the C.16A2jorm.lawraacs8robemaft NOPamhork dtotruert C•IOE.2(941) haps://aO.amtrustgroup.com/anawc/PolicyNYCertificateOfWcIns.aspx?IndexId=123234&... 10/5/2015 From:631 285 3428 10/16/2015 1504 #048 P.009/010 10/06/2015 11-:09 FAX 1516 825 7467 RASCO ELECTRIC CORP E001/007 STATE OF NEW YOWL WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISAB[L fY BENEMS LAW PART L To be eotn leted by DiaablHty Benelyds Carrier or Licensed bsurance Agent of that Carrier Ia. Legal Name and Address of Insured(Use street address only) i b.Business Telephone Number of Insured 516.625-6157 72 SUNSET ROAD SELECTRIC CORP l c.NYS Unemployment Insurance Employer Registration T2 VALLEY STREAM', NY 11680 Number of Insured 2 I d.Federal Employer Identification Number of Insured or Social Security Number 112694781 2. Name and Address of flat Entity?x questing Proof of 3a. Name of Wutanec Carrier Coverage(Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT i TOWN OF SOUTHOLO 3b.Policy Number of entity listed in box"la": 54375 MAIN ROAD P.O.BOX 1179 LNY3286S8 SOUTHOLD,NY 11971-0959 3e. Policy effective period: 10-01.2015 to 08,30-2016 4.Policy covers: a.Q Ail of the employer's employees eligible under the New York Disability Benefits Law b.QOnly the following class or classes of the employer's employees: Under peWry of pe dwy,I certify lbuat I on as authorized represeatative or licensed agent of the insurance carrier t+efereoced above and That the teamed insured bas NYS Disability Benofrts insurance coverage as described above, 10-02-2015 �u� Date Signed By (Sigruituoolmsuraneeca+riv'sautirarizad tepaegorstative or NY97,9ontuedltwosanrrABoutoFthet aaturante;txeriea) Telephone Number, (800)454.7020 Title Manaw DeORTAIM u bo:"da"b eaw1w,and thw form h o znd by toe intauance attke'o authorised rtpnamtatWe or M Lueascd buaranee Agent of that sartior,tbta ewblSsats to COQ Malt d diraf)ar to the settifieah holder. U boa'dh•is ebeaked,thio certificate hNOT COMPLETE lbrparpoeed 618eeden 220,Sohd.6 of the Uisnbnhy Ben,"Int`.It must be aea0ed foe c"mpedon to the wa km,Comps mama re;uud,IIB Pleas aeeepdncs Unit,20 ParkSQwA Atbany,New York 12207. PART 2. To be completed by NYS Workers'Compensation Board(Only If boa 44b"of fart!his been chocked State Of New YorII Workers' Compensation Board According to information mtdamiuW by the NYS Worimrs'Compansfidan Dowd,the abovo.netned employer has complied with the N YS j Duabllily Benefits law with respect to all ofh1d1w employer. Date Signed By (Sig=n of NYS Wat1w3'C=penwuon B=d employee) Telephone Number Title Please Note:Ort(y inwance carriers fireweed to write NYS&rabiliry berrefatt ins' ome poliaks and NYS 11agrued in wwxe agents oy those"Mrawe canlerq are authorised to istt a Form D,8-120.1. 1wuranee brokers are NOT authorized to issue this form. DB-120.1(546) -;•.•... ,. �"�'>��,' �.... ..?r- riE ..E ,Tr, •a,.._ Ott. T� r. .t.'•r �4.>IY��... �.tI.-1 K,�,. •�T�l�:� / ��tf rYv`'h� .Y'c�SJ!,,'x.. ?•_�.a�'tt, i���+ �r7 fir is� � fes'- .r�(;�a 4��,t� bra � T` r,r �<.y-�my�re•. :;�. �.,tisrr�^'", :4. "- " ,.,.:Rr""roF'. t. 7r r_ti r^` Yl�nj7:.•o �.4'i1f94 r'yq r "y... n7a .�;�� �t .�� :.. :,�;:`t,�c. ��s�.„�,>,�;f ._ . �:,i�._� ,< .� �rra..rt h .,��”-- "' ;,�`,• .'�i- �� ��:r• �� h�r .,,r^• `) y .. � s-r..: p' -!��. `.. 7 •'.. '�_ i� / Ali ,"�'�\•/�' l>�`4�/ =�:=r .•1� �'s3. u . .,,v)�: ��, if .,`�.:' ...a •"x�6�'..C�-t,• �.'.�.7�`"-•.. n. tt -.•s�. '...t,-,t. "'' > `-Stt - I'z `-{ '' $z. � - ��(���' 'ti.`� �^�'- �'J r � 4. 1"� �``i:'. •.ry c..y�)��^-�",Y.<:?�Z�� i�'i �.-�i...� a� .-..L'.:r vt�l'a�.��1��-^�� ��._�G��.r'-�L' '>.Yr ,� .. _ ��t+.;&z�,t,L• ,#7r? ::J .wv57.-a -a+1' rF- .'.,-/ G yG jkv Suffolk County Department I Labor, � s y ConsumerAffairs �:•fiyr �•.��,+ M1 ETERANS MEMORIAL I HAUPPAUGE,NEW YORK • • / / • '�S �2��. fir!' SUFFOLKCOUNTY V1, Homerm l A • 1 1 havingdoing business as TRINITY HEATING&AIR INC DBA ftimished the requiernents set forth in accordance rk is hereby licensed to conduct business as a HOME and regulations of the County of Suffolk,State of New Yo FAR i. A IMPROVEMENT • • �s License Category 1 Other gq. { DEPARTMENTAL SEAL SOLARTRINITY . iANDACURRENTr.n CONSUMERAFFAIRS 11)CARD -tet Commissioner ....-r 15�,-._�� -T ... ' -}. -. --... ., '.asr+�. F iKu.3" i'-. �� _ r-- i.. ^�l��t-•M•�i- 3 _ C" ;.yr lY�yyy • ,-` x.4 .>.' - C• 1.Y: ;:: '�n �`+� - �S•r,; -f .n•v;' i `, of'"'�.`l.�ul�' (;�;y `•a• .\�. r(:� ,. �,. -.��/s�'!,� F •'v. 1_r/..:��'�� � ,�/:l�a a i r'r" :wY''` :'at' r�fi �a r . ..,r � �:•«.. �,�- ,'-�.,. ,st:��.ass ,, �: yycsl er, vt �'d J �., W y�r•`v5+ L-`'sw i .y , ^' tox'ft 3- L• "'w:' ;N'r V t"7 ri)t >.r •'�' t >.L4-' YMJ �✓ 2 �t i:. }. i''. ${��y��`}�:F i'b � t ''C��tt � '�- `u ���. ,X.�7.?•�"rr:_ ..'4�/TX.112'T'. � •.�,r, % �-+� ...,.� _ THE LOCATION OF WELLS,SEPTIC TANKS AND CESSPOOLS SHO" i�- u' °, HERE{l d� E FSE ?C SEE ATT S AIDE)oR DATAOBTAINED fRO4 OTHERS 1 �u �� � 83•hyS fro, 9a �'re��vnE 1z_ N SS o crpw ,y, ro. ea�.ay�r ca�.es 4f I cxp w9w t �y ©t, -COW q 14 s.',w:ana-m�nmw,caaoaston�amadecumaMfs��aa[anU.5od�7�ro SURVEY yOF- L-.-r i�{0,�'��y mi'C.e Mar?fartr Bmm Ea,acafm 6t AAA Y O� -1 y�,-N �4o.Yxra SUM Ed tCMWI a`a�au+axv/to rn4 ae IarrRan a mepetaa t�j1U�u96sao9 haoman.�tm rraa assgrrca at aru lm°dnp instivTara or waza � w dmmaat no 9aadq •���L`�.6 •�U'�!� 4.r"'E` r'".Jo+&R o$� A SCI (.•p`'IK}M Q.S aro pal�gam5ffi�5 iRkaO rmc a,4"fl "m ✓ L I�. 7(�7^\/�p �glatv7�SO150{a+r3tlaa#M vad'e6lEira Cagy, o /`- 7 1 , %ha amara ir,aroraareq tho Yn hBMa.l lrpra a"h'balas la[t!a prmday 6aas ata (A fff •. 1✓✓ D 4/E yp4c:7E purwA v%mt,i Itlaft#ara J1a mlwrAc4 is pL*.'�*are a'acdon a1 krtcax mtpnnp wxlcpw&per, afar y canstnracn B r rna a +x or dot DM Iwo WOWWOWeaisamnrtis c+,am,a,n am,rm e+�sr�+am S tT�' 9 1 p qg> SCALE: amga:ra mmue1�9, _ r �vwwot�- AIIJ?Ar�,/'ik '0 LAIM sI RVEYOn �, 73 lytpC0.i+..AWW MAD y DESTIM G.GR AF N.Y.S LIC No.50057 "® _ naersY aotMr MCw Noauc 1177a TAX f,p.No0. II 07 F 10.0 PQISA P}ivME tsTesea,-xax Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com September 29,2015 Town of Southold Building Department Town of Southold, NY Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of New York. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing 2x8 @ 16"o.c.and 16' (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 12 psf snow live load(20 psf ground snow live load reference) • 4.5 psf roof materials • Exposure Category B, 120 mph wind uplift live load of 21.27 psf(wind resistance) 3. Address of proposed installation: Residence of Gerard Ragone,920 Farmvue Rd. Mattituck, NY 11952 This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009,2010 Building Code of NY, 2011 NEC,and 2009 ICC Energy Code.The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64" o.c.span along the rail between mounting brackets and secured using 5/16"x 3'/Z" length STAINLESS STEEL lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 120 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof to be 3"minimum. Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile,more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the 3B-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. . Please also note the following: A. The Design Criteria for the Town of Southold is in conformance with the 2010 NYS Residential Code RC301.1 or ASCE 7-05,as per referenced standards.Wind speed design is 120 mph. B. The mounting brackets and hardware meet or exceed 2010 NYS Residential Code requirements for the design criteria for the Town of Southold. C. The actual in-field attachment to the roof will meet or exceed 2010 NYS Residential Code requirements. Very truly yours, fl �,OF NE�� ��gRIAN co�� Richard rd P.E � VAP O New Yor P.E. L c nse I�lo.079309-1 � � �•o; b Z � ` OA 0 9309-1 `��PESSIOI P NSTALLATION OF NEW ROOF MOUNTED FARMVEU ROAD* RICHARD B. GORDON, P.E. N.Y.P.E . LIC. #079309-1 8 . 58kW PV SYSTEM �: j Y N a5 X vk���' `� �.'',a.n� u�� _ ',`aY-`<';.^- 920 FARMVEU ROAD r -" MATTITUCK, NY 11952 rx aIssue s Al AS BUILT 1/1]/z016 - RI INVERTER CHANGE PER SUNRUN 10/15/2015 PI ISSUED TO TOWNSHIP FOR PERMIT 9/1G/i015 nVICINITY MAP SITE NO DESCRIPTION DATE SCALE: NTS Project Title: RAGONE,GERARD TRINITYACCT# 2015-57561 Project Address: 920 FARMVEU ROAD MATTITUCK,NY 11952 GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED SHEET INDEX 1. THE INSTALLATION CONTRACTOR IS 8 THE DC VOLTAGE FROM THE PANELS IS 14 B) CURRENT PREVAILING UTILITY JB JUNCTION BOX PV-1 COVER SHEET W/ SITE INFO & NOTES Drawing Title: RESPONSIBLE FOR INSTALLING ALL ALWAYS PRESENT AT THE DC COMPANY SPECIFICATIONS, kCMIL THOUSAND CIRCULAR MILS EQUIPMENT AND FOLLOWING ALL DISCONNECT ENCLOSURE AND THE DC STANDARDS,AND REQUIREMENTS kVA KILO-VOLTAMPERE PV-2 ROOF PLAN W/ MODULE LOCATIONS AS BUILT 858kW DIRECTIONS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 15 THIS SET OF PLANS HAVE BEEN kW KILO-WATT SOLAR SYSTEM CONTAINED IN THE DRAWING PACKAGE AND DAYLIGHT HOURS ALL PERSONS PREPARED FOR THE PURPOSE OF kWH KILO-WATT HOUR PV-3 ELECTRICAL 3 LINE DIAGRAM INFORMATION RECEIVED FROM TRINITY WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIEW AND L LINE 2 THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM ARE WARNED APPROVAL THIS SET OF PLANS SHALL MCB MAIN CIRCUIT BREAKER Drawing Information RESPONSIBLE FOR INSTALLING ALL THAT THE SOLAR MODULES ARE NOT BE UTILIZED AS CONSTRUCTION MDP MAIN DISTRIBUTION PANEL EQUIPMENT AND FOLLOWING ALL ENERGIZED WHENEVER THEY ARE DRAWINGS UNTIL REVISED TO INDICATE MLO MAIN LUG ONLY DRAWING DATE 9/16/2015 DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT "ISSUED FOR CONSTRUCTION" MTD MOUNTED DRAWN BY MAA IN THE COMPLETE MANUAL 9. ALL PORTIONS OF THIS SOLAR 16 ALL INFORMATION SHOWN MUST BE MTG MOUNTING REVISED BY JMG 3. THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR N NEUTRAL RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTIVITIES NEC NATIONAL ELECTRICAL CODE UNDERSTANDING ALL DRAWINGS, THE NATIONAL ELECTRIC CODE ARTICLE NIC NOT IN CONTRACT System Information: COMPONENT AND INVERTER MANUALS 690 NO# NUMBER PRIOR TO INSTALLATION.THE INSTALLATION 10. PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE TOTAL SYSTEM SIZE 8.58kW CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE OCP OVER CURRENT PROTECTION TOTAL MODULE COUNT 33 ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL AMP AMPERE P POLE AC ALTERNATING CURRENT PB PULL BOX MODULES USED TRINA260 POSITION AND FUSES REMOVED PRIOR TO ATTEND A PRE-INSTALLTION MEETING THE INSTALLATION OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALLATION AL ALUMINUM PHO PHASE MODULE SPEC# TSM-260 600 PDOS 08 AF AMP.FRAME PVC POLY-VINYL CHLORIDE CONDUIT SYSTEM COMPONENTS. PROCEDURES,SCHEDULES,SAFETY AND UTILITY COMPANY 96903 4 ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION AFF ABOVE FINISHED FLOOR PWR POWER AFG ABOVE FINISHED GRADE QTY QUANTITY UTILITY ACCs# 9690320152 MOUNTED,THE INSTALLATION 11. PRIOR TO THE SYSTEM START UP THE AWG AMERICAN WIRE GAUGE RGS RIGID GALVANIZED STEEL UTILITY METER# 99435589 CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL C CONDUIT (GENERIC TERM OF SN ONE ELECTRICIAN WHO HAS ATTENDED A ASSIST IN PERFORMING ALL INITIAL SOLID NEUTRAL DEAL TYPE SUNRUN SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING RACEWAY,PROVIDE AS TYP SWITCHBOARD SPECIFIED) COURSE ON SITE CONDUCTIVITY CHECKS. U-0 TYPICAL CB COMBINER BOX .O 5 FOR SAFETY,IT IS RECOMMENDED BY THE 12 FOR THE PROPER MAINTENANCE AND I. UNLESS OTHERWISE INDICATED MANUFACTURE THAT THE INSTALLATION ISOLATION OF THE INVERTS REFER TO CKT CIRCUIT WP WEATHERPROOF CREW ALWAYS HAVE A MINIMUM OF TWO THE ISOLATION PROCEDURES IN THE CT CURRENT TRANSFORMER XFMR TRANSFORMER .0�/�� �� Rev.No. Sheet CU COPPER +72 MOUNT 72 INCHES TO BOTTOM _® B. PERSONS WORKING TOGETHER AND THAT OPERATION MANUAL. O G O DI DIRECT CURRENT OF ABOVE FINISHED FLOOR OR Q` �n EACH OF THE INSTALLATION CREW 13 THE LOCATION OF PROPOSED ELECTRIC DISC DISCONNECT SWITCH GRADE � `P •To /t, �\V/ A MEMBERS BE TRAINED IN FIRST AID AND AND TELEPHONE UTILITIES ARE SUBJECT DWG DRAWING p�/ V � � /� I CPR TO FINAL APPROVAL OF THE EC ELECTRICAL SYSTEM INSTALLER Z 6 THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO APPROPRIATE UTILITY COMPANIES AND EMT ELECTRICAL METALLIC TUBING 1 BE INSTALLED FOLLOWING THE OWNERS. FS FUSIBLE SWITCH 76 CONVENTIONS OF THE NATIONAL ELECTRIC 14. ALL MATERIALS,WORKMANSHIP AND FU FUSE i CODE ANY LOCAL CODE WHICH MAY CONSTRUCTION FOR THE SITE GND GROUND ♦% SUPERSEDE THE NEC SHALL GOVERN. IMPROVEMENTS SHOWN HEREIN SHALL GFI GROUND FAULT INTERRUPTER 7. ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH HZ FREQUENCY (CYCLES PER INSTALLED WITH THIS SYSTEM ARE TO BE A) CURRENT PREVAILING MUNICIPAL 07930 1 0 "UL"LISTED ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS, SECOND) I tSL� T93o9' t� I 3R OUTDOOR RATED UNLESS INDOORS STANDARDS AND REQUIREMENTS ,�oA90FESSION��. GENERAL NOTES S 0 L A IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER THAN"A",PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAILABILITY OF EQUIPMENT 2211 Allenwood Road 877-797-2978 Wall,New Jersey 07719 w Tnnrly-Solarcom i I NEW PV SOLAR MODULE,TYPICAL UNIRAC CLAMP' U 0 11 (REFER TO EQUIPMENT SCHEDULE (SEE SPEC SHEET FOR DETAILS) RICHARD B. GORDON, P.E. FOR SPECS AND QUANTITIES) N.Y.P.E . LIC. #079309-1 NEW MOUNTING FOOT/ATTACHMENT SOLAR MODULE SOLAR MODULE POINTS,TYPICAL (REFER TO E __ ENGINEERING LETTER FOR SPACING AND DETAILS) UNIRAC SOLAR MOUNT BEAM �p (SEE SPEC SHEET FOR DETAILS) NEW UNIRAC RAIL,TYPICAL UNIRAC"L"FOOT (REFER TO THE UNIRAC (SEE SPEC SHEET FOR DETAILS) ONE LAYER ASPHALT SHINGLES _ CODE-COMPLIANT INSTALLATION (SEE ENGINEERS LETTER FOR SPECS) Ln . Al 1?0 MANUAL FOR SPECS AND DETAILS) SUNMODO FLASHING APOC SEALANT r (SEE SPEC SHEET FOR DETAILS) u� NEW END CLIP,TYPICAL (SEESPEC EET FOR DETAILS) (REFER TO THE UNIRAC CODE-COMPLIANT INSTALLATION STAINLESS STEEL iOb MANUAL 3 2 5 FOR SPECS AND LAO BOLT - —————♦——— —— DETAILS) SOLAR MODULES SHALL NOT EXISTING RAFTER EXCEED PEAK HEIGHT. I I NEW MID CLIP,TYPICAL (REFERTO ENGINEERS LETTER FORSPECIFICATI0I4 (REFER TO THE UNIRAC CODE-COMPLIANT INSTALLATION MANUAL 3 2 5 FOR SPECS AND ATTACHMENT&CLIP DETAIL DETAILS) PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF HEIGHT FROM GROUND LEVEL TO PEAK OF ROOF SCALE NOT TO SCALE NOTE REFER TO MODULE SPECS FOR SCALE NOT TO SCALE SCALE NOT TO SCALE ACTUAL MODULE DIMENSIONS evlslons Al AS BUILT 1/31/2016 RS INVERTER CHANGE PER SUNRUN 10/15/2015 [121OC P1 ISSUED TO TOWNSHIP MR PERMIT 9/16/]015 M uD P AC EF p NO DESCRIPTION DATE R1 Project Title. 7777-71 RAGONE,GERARD TRINITY ACCT# 2015-57561 Project Address: 920 FARMVEU ROAD MATTITUCK,NY 11952 Drawing Title: BACK • _ AS BUILT 8.58kW SOLAR SYSTEM Drawing Information DRAWING DATE 9/16/2015 kh ■ DRAWN BY MAA REVISED BY IMG 111--- - -- ---, CFRONT System Information: `14L` f�AC`D B GOnO O� TOTAL SYSTEM SIZE 8.58kW TOTAL MODULE COUNT 33 MODULES USED TRINA 260 F77777 __ 1 MODULESPEC# TSM-260 PD0508 R2 O Rg )[ UTILITY COMPANY' PSE&G --; UTILITYACCT#• 9690320182 UTILITY METER#• 99435589 C� DEALTYPE SUNRUN NOTES ■ 0- 1MANUFACTURER'S INSTALLATION INSTRUCTIONS A'��FES SIONP� )ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ____ ____ ' 2)ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING _ `���_, Rev.No. Sheet 3)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION 4J ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE Al ^` , _ ^ ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE H r v L R1NEW END CLIP,TYPICAL(REFER TO THE UNIRAC QTY SPEC# INDICATES ROOF DESIGNATION.REFER TO INDICATES NEW UTILITY DISCONNECT TO BE NUAL ARRAY ORIENTATION=240° R1 ARRAY SCHEDULE FOR MORE INFORMATION UD INSTALLED OUTSIDE E] CODE-COMPLIANT(SPECS AND DETAILS) MODULE PITCH=35° SECTION 3.2,5 FOR SPECS AND DETAILS) 33 TRINA 260(TSM-260 PDOS 08) R212 INDICATES NEW PV SOLAR MODULE RED MODULES NEW MID CLIP,TYPICAL(REFER TO THE UNIRAC 1 SE760OA-US , ARRAY ORIENTATION=240° 1 ) IjM INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS © CODE-COMPLIANT INSTALLATION,MANUAL -T T MODULE PITCH=35° REFER TO EQUIPMENT SCHEDULE FOR SPECS. SECTION 3 2.5 FOR SPECS AND DETAILS) r- R3 OTHER OBSTRUCTIONS �� INDICATES LOCATION ENITHE BASEMENRICAL PANEL INNDICATES NEW STALLED OUTSIDE METER TO BE NEW UNIRAC E UNTYPICAL ARRAY ORIENTATION=60° EP P --- I REFER TO THE UNIRAC CODE-COMPLIANT SOLAR ,' MODULE PITCH=35° INSTALLATION MANUAL FOR SPECS AND DETAILS) INDICATES NEW MAIN DISCONNECT TO BE INDICATES NEW INVERTER TO BE NEW MOUNTING FOOT/ATTACHMENT POINTS, ® INSTALLED OUTSIDE 0 TYPICAL (REFER TO ENGINEERING LETTER FOR 2211 Allenwood Road 877-Solar978 GROUPED WITH MAIN PANEL A REFER TO EQUIPMENT SCHEDULE FOR SPECS. SPACING AND DETAILS) Wall,New Jersey 07719 wWnvTnnity-Solarcom I Engineer/License Holder: RICHARD B. GORDON, P.E. MOUNTED N.Y.P.E . LIC. #079309-1 SOLAR MODULES MOUNTED TO ROOF ON 3 ARRAYS UNDER SOLAR MODULE 33-260W MODULES W/1 SOLAR EDGE P300 PER MODULE NEC 690.34 ---- _ 18 75 ADC MAX PER STRING 1 STRING OF 17 MODULES IN SERIES-350 Vmax8x8 --- C ------- ------------------------------------------------------------------------------------1 1 STRING OF 16 MODULES IN SERIES-350 Vmax JUNCTIONr BOX *2 STRINGS TO BE TERMINATED IN PARALLEL INSIDE INVERTER 1 II I II , II , I � I Issued/Revisions � I Al AS BUILT 1/11/2016 I I Rl INVERTER CHANGE PER SUNRUN 10/15/20]5 11 ISSUED To TOWNSHIP NIR PERM IT 9/16/2015 I NO DESCRIPTION DATE 0 a I Project Title: }o J N CNFA, i j RAGONE,GERARD a. // F I_ ARRAY CIRCUIT WIRING NOTES D B G / I TRINITY ACCT#•2015-57561 COMPLIES WITH 2011 NEC UTILITY 0 METER )/// �� �'P� O�Q I 1.) LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON METER MAIN COMBO , Protect Address ASHRAE MINIMUM MEAN EXTREME DRY BULB 240V 10 ff * I TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO 240V 10 100A MAIN BREAKER * I 920 FARMVELI ROAD INSTALLATION LOCATION LOWEST EXPECTED AMBIENT MAIN LUG ONLY r i1 TEMP = —1WC 100A BUSBAR NEW GFCI I MATTITUCK,NY 11952 RECEPTACLE 2) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED 1 15A BREAKER 1 I 2 ON ASHRAE HIGHEST MONTH 2% DRY BULB 14/2 CABLE ` ��` �?9309�� \C? I Drawing Title: TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TOLOCKABLE 60A ��ORQF �\ INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP = "—" DISCONNECT FUSED W/ I I 33'C �'— 40A FUSES '0 ESS�ONps AS BLI I LT 8.58kW — GROUPED W/ MAIN PRODUCTION SOLAR SYSTEM 3) 2005 ASHRAE FUNDAMENTALS 2% DESIGN I ) )2p100A BREAKER LOAD CENTER TEMPERATURES DO NOT EXCEED 47'C IN THE UNITED — METER INVERTER #1 D STATES (PALM SPRINGS, CA IS 441-C) FOR LESS THAN = I 240V 10 a ale m a a Drawing Information 9 CURRENT—CARRYING CONDUCTORS IN A _ l a a a a mpa .-. ` m e 'I' DRAWING DATE' 9/16/2015 ROOF—MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE —I ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE --=--�.— —} --- --- — I e 1 a ---a J I DRAWN BY MAA ----- it OF 47-C OR LESS (ALL OF UNITED STATES), L147— I hII � �( f� 0 — 1 REVISED BY JMG aa0_ � `4) PHOTOVOLTAIC POWER SYSTEMS SHALL BE m j a k 0 f _ J L ° a _ _ Ll L2 N bPERMITTED TO OPERATE WITH UNGROUNDED I a I _ _ a a L_ _ �+ eaaaaa B _ __ _-__ E _, m00 00 S stemInformation: PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER I e — I a a L a a a e a a 1 I TOTAL SYSTEM SIZE' 8.58kW NEC 690.35 1 EXISTING MAIN LUG ONLY 1 EXISTING SQUARE D ]r_______� TOTAL MODULE COUNT 33 I LOAD CENTER I MAIN BREAKER / METER PAN COMBO �PN. D222N `—_--__—__I MODULES USED. TRINA 260 5) ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE L----------------j _k A NEMA 3 RATING. LINE TAPS INSTALLED ON MAIN FEEDERS MODULE SPEC#: TSM-260 PDos 08 NEC 690.64 UTILITYCOMPANY. PSE&G CALCULATIONS FOR CURRENT CARRYING UTI LITY ACCT#. 9690320182 CONDUCTORS UTILITYMETER# 99435589 REQUIRED CONDUCTOR AMPACITY PER STRING DEAL TYPE: SUNRUN [NEC690.6(B)(1)] (15.00*1.25)1 = 18.75A AWG #10, DERATED AMPACITY PV MODULE SPECIFICATIONS AMBIENT TEMP: 55'C, TEMP DERATING FACTOR: .76 RACEWAY DERATING = 4 CCC: 0.80 TRINA 260(TSM-260 PD05.08) Rev.NO. Sheet (40*76)0.80 = 24 32A Imp 18.5 24.32A ? 18 75A, THEREFORE WIRE SIZE IS VALID V 1306 A 1 PV/ 3 Voc oc 1382 A #6 THWN-2 GEC TO EXISTING GROUND ROD TOTAL AC REQUIRED CONDUCTOR AMPACITY 3200A*1.25 = 40.o0A Ist 9 8 3/4"EMT W/2-#8 THWN-2,1-#10THWN-2,1410 THWN-2 GROUND AWG #8, DERATED AMPACITY AMBIENT TEMP: 30'C, TEMP DERATING: 1.0 INVERTER#1-SE760OA-US RACEWAY DERATING S 3 CCC. N/A DC AC D 3/4"EMT W/4410 THWN-2,1410 THWN-2 GROUND 55A*1.0 = 55A t Imp 235 Pout 7600 E 3/4"EMT W/2-#B THWN-2,1-fi10THWN-2,1410 THWN-2 GROUND 1 SSA'-40.00A THEREFORE AC WIRE SIZE IS VALID VmP 350 lout 32 F #12 PV WIRE W/#8 BARE COPPER BOND TO MODULES AND RAILS CALCULATION FOR PV OVERCURRENT PROTECTION Voc 500 Imax 40 S t--.L A R TOTAL INVERTER CURRENT: 3200A Isc 30 Vnom 240 G 3/4"FMCW/3-#6THWN-2,1-#8 THWN-2 GROUND 32.00A*1.25 = 40.00A 2271 Allenwood Road 877-797-2978 --> 40A OVERCURRENT PROTECTION IS VALID Wall,New Jersey 07719 wwwTnmry-Solarcom N OF NEW ROOF MOUNTED FARMVEU ROAD* RICHARD B. GORDON, P.E. I N.Y.P.E. LIC. #079309-1 8 , 58kW PV SYSTEM .���� .�f ,- �,��� . .o.� '' 4,.�,• .'�Xr,aim „`rrN'Z � etts=; yi. "$ � r3 PO NOTED ED AS C 920 FARMVEU ROAD DATE: P. ti,a�f',»i'•x�' �-O� — ► 4L FEE• BY: M ATT I T U C K NY 11952 ���4:�� �����a.3 ��•":. `N���a ..q;, / NOTIFY BUILDING DEPARTME AT . 765-1802 8 AM TO 4 PM FOR THEA , FOLLOWING INSPECTIONS: COMPLY v` y F9 ALL — TWO REQUIRED IV :;�a .o�: :;� �,�� 1. FOUNDATIONNEW YORK STATE CODES fl�� "`:3 `V'° "�%�"^P3 "` � _� :` Issued Revisions FOR POURED CONCRETE AS REQUIRED AND Ee TOWN ' 2. ROUGH - FRAMING & PLUMBING C®N®ITI®NS OF _> ' ; ='' € :°' q" '� } 3. INSULATION Pi ISSUED TO TOWNSHIP FOR PERMIT 9/36/I0LS 4. FINAL - CONSTRUCTION MUST � � n VICINITY MAP NO DESCRIPTION DATE BE COMPLETE FOR C.O. � �G�Qi4R® SCALE: NTS SITE Protect Title: ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW RAGONE,GERARD YORK STATE. NOT RESPONSIBLE FOR TRINITY ACCT#•2015-57561 DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL RETAIN STORM VIIATIER Riuh - INSPECTION REQUIRE® Project Address. PURSUANT TO CHAM ER 2 920 FARMVEU ROAD OF THE TOWN CODE. MATTITUCK,NY 11952 GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED SHEET INDEX Drawing Title 1. THE INSTALLATION CONTRACTOR IS 8 THE DC VOLTAGE FROM THE PANELS IS 14. B) CURRENT PREVAILING UTILITY JB JUNCTION BOX PV-1 COVER SHEET W/ SITE INFO & NOTES RESPONSIBLE FOR INSTALLING ALL ALWAYS PRESENT AT THE DC COMPANY SPECIFICATIONS, kCMIL THOUSAND CIRCULAR MILS EQUIPMENT AND FOLLOWING ALL DISCONNECT ENCLOSURE AND THE DC STANDARDS,AND REQUIREMENTS kVA KILO-VOLTAMPERE PV-2 ROOF PLAN W/ MODULE LOCATIONS PROPOSED8.58kW ILO-WATT DIRECTIONS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 15 THIS SET OF PLANS HAVE BEEN kW KSOLAR SYSTEM CONTAINED IN THE DRAWING PACKAGE AND DAYLIGHT HOURS ALL PERSONS PREPARED FOR THE PURPOSE OF kWH KILO-WATT HOUR PV-3 ELECTRICAL 3 LINE DIAGRAM INFORMATION RECEIVED FROM TRINITY. WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIEW AND L LINE 2. THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM ARE WARNED APPROVAL.THIS SET OF PLANS SHALL MCB MAIN CIRCUIT BREAKER Drawing Information RESPONSIBLE FOR INSTALLING ALL THAT THE SOLAR MODULES ARE NOT BE UTILIZED AS CONSTRUCTION MDP MAIN DISTRIBUTION PANEL EQUIPMENT AND FOLLOWING ALL ENERGIZED WHENEVER THEY ARE DRAWINGS UNTIL REVISED TO INDICATE MLO MAIN LUG ONLY DRAWING DATE 9/16/2015 DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT. "ISSUED FOR CONSTRUCTION". - MTD MOUNTED DRAWN BY MAA IN THE COMPLETE MANUAL. 9. ALL PORTIONS OF THIS SOLAR 16 ALL INFORMATION SHOWN MUST BE MTG MOUNTING REVISED BY. 3 THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR N NEUTRAL OCCUPANCY RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTIVITIES NEC NATIONAL ELECTRICAL CODE UNDERSTANDING ALL DRAWINGS, THE NATIONAL ELECTRIC CODE ARTICLE NIC NOT IN CONTRACT COMPONENT AND INVERTER MANUALS 690 NO# NUMBER 8 UNLAWFUL �fl �� n�� System Information. PRIOR TO INSTALLATION.THE INSTALLATION 10 PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE USE ply 1,w/��� TOTAL SYSTEM SIZE. 8 58kW CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE OCP OVER CURRENT PROTECTION TOTAL MODULE COUNT 33 AMP AMPERE P POLE ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL AC ALTERNATING CURRENT PB PULL BOX WITHOUT �� ��� MODULES USED 7RINA 26D POSITION AND FUSES REMOVED PRIOR TO ATTEND A PRE-INSTALLTION MEETING AL ALUMINUM PH 0 PHASE MODULE SPEC#. TSM-260 PDOS 08 THE INSTALLATION OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALLATION AF AMP.FRAME PVC POLY-VINYL CHLORIDE CONDUIT UTILITY COMPANY. PSE&G SYSTEM COMPONENTS. PROCEDURES,SCHEDULES,SAFETY AND AFF ABOVE FINISHED FLOOR PWR POWER 4. ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION AFG ABOVE FINISHED GRADE QTY QUANTITY PANCY UTILITY ACCT# 9690320182 MOUNTED,THE INSTALLATION 11 PRIOR TO THE SYSTEM START UP THE AWG AMERICAN WIRE GAUGE RGS RIGID GALVANIZED STEEL CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL UTILITY METER# 99435589 C CONDUIT (GENERIC TERM OF SN ONE ELECTRICIAN WHO HAS ATTENDED A ASSIST IN PERFORMING ALL INITIAL SOLID NEUTRAL DEAL TYPE. SUNRUN JS SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING RACEWAY,PROVIDE AS WBD SWITCHBOARD COURSE ON SITE CONDUCTIVITY CHECKS. SPECIFIED) - U 0. TYPICAL 5. FOR SAFETY,IT IS RECOMMENDED BY THE 12 FOR THE PROPER MAINTENANCE AND CB COMBINER BOX U O.I. UNLESS OTHERWISE INDICATED MANUFACTURE THAT THE INSTALLATION ISOLATION OF THE INVERTS REFER TO CTT CIRCUIT XF WEATHERPROOF CREW ALWAYS HAVE A MINIMUM OF TWO THE ISOLATION PROCEDURES IN THE-'-"'- CT CURRENT TRANSFORMER +72 TRANSFORMER .,.., Rev.No. Sheet PERSONS WORKING TOGETHER AND THAT OPERATION MANUAL CU COPPER +72 MOUNT 72 INCHES TO BOTTOM EACH OF THE INSTALLATION CREW 13. THE LOCATION OF PROPOSED ELECTRIC DC DIRECT CURRENT OF ABOVE FINISHED FLOOR OR 0`i: f V E W' I_ DISC DISCONNECT SWITCH GRADE n �\V, _ MEMBERS BE TRAINED IN FIRST AID AND AND TELEPHONE UTILITIES ARE SUBJECT gRIA,N Q r CPR. TO FINAL APPROVAL OF THE DWG DRAWING tom. 6. THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO APPROPRIATE UTILITY COMPANIES AND EC ELECTRICAL SYSTEM INSTALLER �[ I�LQ CQ.(� EMT ELECTRICAL METALLIC TUBINGBE INSTALLED FOLLOWING THE OWNERS. FS FUSIBLE SWITCH CONVENTIONS OF THE NATIONAL ELECTRIC 14. ALL MATERIALS,WORKMANSHIP AND FU FUSE CODE ANY LOCAL CODE WHICH MAY CONSTRUCTION FOR THE SITE GND GROUND SUPERSEDE THE NEC SHALL GOVERN IMPROVEMENTS SHOWN HEREIN SHALL GFI GROUND FAULT INTERRUPTER r w G_' s `- - 7. ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH HZ FREQUENCY (CYCLES PER INSTALLED WITH THIS SYSTEM ARE TO BE A) CURRENT PREVAILING MUNICIPAL SECOND) 1/ "UL"LISTED.ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS, 3R OUTDOOR RATED UNLESS INDOORS STANDARDS AND REQUIREMENTS 2� \�jI IL/ _T I +x 'r GENERAL NOTES {1 ?9309' 4,�' SOLAR IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER THAN"A",PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUETO AVAILABLITY OF EQUIPMENT. ROFESS 2211 Allenwood Road 877-797-2978 Wall,New Jersey 07719 www Trinity-Solar cam Y-3' NEW PV SOLAR MODULE,TYPICAL UNIRAC CLAMP U 0 1 (REFER TO EQUIPMENT SCHEDULE (SEE SPEC SHEET FOR DETAILS) RICHARD B. GORDON, P.E. FOR SPECS AND QUANTITIES) NEW MOUNTING FOOT/ATTACHMENT SOLAR MODULE SOLAR MODULE N.Y.P.E. LIC. #079309-1 POINTS,TYPICAL (REFER TO E ENGINEERING LETTER FOR SPACING --—— AND DETAILS) UNIRAC SOLAR MOUNT BEAM (SEE SPEC SHEET FOR DETAILS) NEW UNIRAC RAIL,TYPICAL g UNIRAC V FOOT Q \ I I (REFER TO THE UNIRAC (SEE SPEC SHEET FOR DETAILS) ONE LAYER ASPHALT SHINGLES - �� 315 /� _ CODE-COMPLIANT INSTALLATION SUNMODO FLASHING (SEE ENGINEERS LETTER FOR SPECS J MANUAL FOR SPECS AND DETAILS)M ,n'^O p (SEE SPEC SHEET FOR DETAILS) APOC SEALANT _ III NEW END CLIP,TYPICAL :��4 (SEE SPEC EET FOR DETAILS) (REFER TO THE UNIRAC a CODE-COMPLIANT INSTALLATION STAINLESS STEEL i p'O MANUAL 3.2 5 FOR SPECS AND LAG SOLAR MODULES SHALL NOT "/ S "o • E ----- DETAILS) EXISTING RAFTER EXCEED PEAK HEIGHT. NEW MID CLIP,TYPICAL (REFER TO ENGINEERS LETTER FOR SPECIFICATION (REFER TO THE UNIRAC CODE-COMPLIANT INSTALLATION MANUAL ATTACHMENT&CLIP DETAIL DETAILS)32.5 FOR SPECS AND pV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF HEIGHT FROM GROUND LEVEL TO PEAK OF ROOF SCALE NOT TO SCALE NOTE'REFER TO MODULE SPECS FOR SCALE.NOT TO SCALE SCALE•NOT TO SCALE ACTUAL MODULE DIMENSIONS Issue Revisions Pl ISSUED TO TOWNSHIP FOR PERMIT 9/16/2015 1'2DC M UD P AC 1 N0 DESCRIPTION DATE EP R1 Project Title: RAGONE,GERARD I ),�' i ❑ TRINITYACCT# 2015-37561 �ii3 N Protect Address: �:;i:iiiili' � yl�:iii I""'"""' ... »— 920 FARMVEU ROAD ❑ MATTITUCK,NY 11952 Drawing Title: • tt.LL PROPOSED 8.58kW BACK LLLL" FRONT tutu SOLAR SYSTEM ii;y,•,I); ❑ Drawing Information � .LLttt R3 DRAWING DATE: 9/16/2015 i,,,,,i t I DRAWN BY. MAA �;;y,•'•';;; REVISED BY• ,,:)..i�")•, ,,;;pis;:':,, r ;;;;;;,, LLtLLtu1 Et System Information: p;i iLLu y! u: O TOTAL SYSTEM SIZE 8 58kW In TOTAL MODULE COUNT. 33 P" /V G \ MODULES USED TRINA 260 MODULE SPEC ii TSM-260 PDOS OS W;N �t`` �,,'•,,.,,.,g V � � p UTILITY COMPANY PSE&G UTILITY ACCT# 9690320182 UTILITY METER#• 99435589 DEALTYPE: SUNRUN NOTES e;?y;Ljiii� ❑ 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ,. ,,, �O Of93 09'N MANUFACTURER'S INSTALLATION INSTRUCTIONS ;i3;);?fi Rev.No. Sheet 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION OFESSIOC\Q 4.) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE P 1 PV - 2 ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE RS NEW END CLIP,TYPICAL(REFERTO THE UNIRAC QTY SPEC# R1 INDICATES ROOF DESIGNATION.REFER TO INDICATES NEW UTILITY DISCONNECT TO BE CODE-COMPLIANT INSTALLATION MANUAL ARRAY ORIENTATION=240° ARRAY SCHEDULE FOR MORE INFORMATION INSTALLED OUTSIDE SECTION 32 5 FOR SPECS AND DETAILS) 33 TRINA 260(TSM-260 PDOS 08) MODULE PITCH=35° R2 ('^�( INDICATES NEW PV SOLAR MODULE.RED MODULES NEW MID CLIP,TYPICAL(REFER TO THE UNIRAC 1 SE1000OA-US ARRAY ORIENTATION=240° INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS. © CODE-COMPLIANT INSTALLATION MANUAL MODULE PITCH=35° LLL_JJJJ REFER TO EQUIPMENT SCHEDULE FOR SPECS. SECTION 3 2 5 FOR SPECS AND DETAILS) R3 NEW UNIRAC RAIL,TYPICAL OTHER OBSTRUCTIONS 1A Ity ARRAY ORIENTATION=60° EP OCCATE EXISTING ELECTRICAL PANEL I F' I IINDICATES NSTALLED OUTS PRODUCTION METER TO BE ___ (REFER TO THE UNIRAC CODE-COMPLIANT MODULE PITCH=35° I • I INSTALLATION MANUAL FOR SPECS AND DETAILS) S OLA R EflINDICATES NEW MAIN DISCONNECT TO BE INDICATES NEW INVERTER TO BE NEW MOUNTING FOOT/ATTACHMENT POINTS, 2211 Allenwood Road 877-797-2978 GROUPED WITH MAIN PANEL AC INSTALLED OUTSIDE 0 TYPICAL (REFER TO ENGINEERING LETTER FOR Wall,New Jersey 07719 www Tnniry-Solar com REFER TO EQUIPMENT SCHEDULE FOR SPECS. SPACING AND DETAILS) Engineer/License Holder: RICHARD B. GORDON, P.E. N.Y.P.E. LIC.#079309-1 MOUNTED SOLAR MODULES MOUNTED TO ROOF ON 3 ARRAYS UNDER SOLAR MODULE 33-260W MODULES W/1 SOLAR EDGE P30D PER MODULE NEC 690.34 18.75 ADC MAX PER STRING 1 STRING OF 17 MODULES IN SERIES-350 Vmax8"X8" - - - - - - - -- -- - -- -- - - - __ ___ S STRING OF 16 MODULES IN SERIES-350 Vmax ' ' ' JUNCTION 1 *2 STRINGS TO BE TERMINATED IN PARALLEL INSIDE INVERTER 1 v E !! I 1 � I ! i E f 3 I E t I , 1 r f I f Issued/Revisions , f 1 I E PI ISSUED TO TOWNSHIP FOR PERM 9/16/2015 f q NO DESCRIPTION DATE I i Protect Title: I t RAGONE,GERARD ARRAY CIRCUIT WIRING NOTES j TRINITY ACCT#•2015-57561 COMPLIES WITH 2011 NEC ` I GFCI RECEPTACLE + 1 Project Address. 1p15A BREAKER 1.) LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON EXISTING 240V 10 14/2 NM CABLE I ASHRAE MINIMUM MEAN EXTREME DRY BULB 120/240V TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO UTILITY200A MAIN BREAKER j I 920 FARMVEU ROAD INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT METER 200A BUSBAR © MATTITLICK,NY 11952 TEMP = -16'C YL ) I I 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ! 1 4 ON ASHRAE HIGHEST MONTH 2% DRY BULB as i i Drawing Title. TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO I LOCKABLE BOA INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP = ! DISCONNECT FUSED W/ 33'C �,_,„) 60A FUSES PROPOSED 8.58kW F GROUPED W/ MAIN PRODUCTION 1 SOLAR SYSTEM 3.) 2005 ASHRAE FUNDAMENTALS 2% DESIGN I BREAKER LOAD CENTER METER D TEMPERATURES DO NOT EXCEED 47'C IN THE UNITED 240V 10 °a R° INVERTER #1 DrawingInformation STATES (PALM SPRINGS, N IS 44.S I FOR LESS THAN ___o + DRAWING DATE 9/16/2016 9 CURRENT-CARRYING CONDUCTORS INA 0 e 0 e o e > ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0 5" ABOVE {. 1- 0 E ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE DRAWN BY MAA OF 47'C OR LESS (ALL OF UNITED STATES), _ 0 o 11 `�� > I0 I E REVISED BY. 4. PHOTOVOLTAIC POWER SYSTEMS SHALL BE -- m m - L1 L2 N 4,a_ r-- G -,,._J- _ B • „,,____,_.,,..__ _ _ E F - S stem Information: PERMITTED TO OPERATE WITH UNGROUNDED -- - 0 - 0 e e e e 0 0 --11 0 0 0 m 0 f YPHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER T- i _ !; E f TOTAL SYSTEM SIZE: 8.58kW NEC 690.35 A SQUARED 13 t/jam______ _ I TOTAL MODULE COUNT' 33 EXISTING MAIN BREAKER LOAD O i:_._—_ CENTER INSULATED LINE TAPS PN: D222N c _ _______ t MODULES USED TRINA 260 5.) ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE --- A NEMA 3 RATING INSTALLED ON MAIN FEEDERS _ MODULE SPEC# TSM-260 PDOS 08 - NEC 690.64 UTILITY COMPANY. PSE&G CALCULATIONS FOR CURRENT CARRYING UTILITY ACCT#. 9690320182 CONDUCTORS UTILITY METER#. 99435589 REQUIRED CONDUCTOR AMPACITY PER STRING DEALTYPE: SUNRUN [NEC 690.8(13)(1)j' (15.00*1.25)1 = 18.75A AWG #10, DERATED AMPACITY PV MODULE SPECIFICATIONS AMBIENT TEMP: 55'C, TEMP DERATING FACTOR: .76 TRINA 260(TSM-260 PROS 08) RACEWAY DERATING = 4 CCC: 0 80 QF N E(1, Rev.No. Sheet (40►76)0.80 = 24.32A Imp as 24.32A 1 18.75A, THEREFORE WIRE SIZE IS VALID Vocp 38 z �P P�� I!N G0 'pr� A #6THWN-2 GECTO EXISTING GROUND ROD �Pl PV J- 3 TOTAL AC REQUIRED CONDUCTOR AMPACITY Isc 9 V a t O � B 3/4”EMTW/2-#6THWN-2,1-#IOTHWN-2,1-#10 THWN-2 GROUND 42.00A 1.25 = 52.50A AWG #6, DERATED AMPACITY I I W Q:I C NOT USED AMBIENT TEMP. 30'C, TEMP DERATING: 1.0 INVERTER#1-SE1000OA-US 1 C) RACEWAY DERATING `- 3 CCC N/A DC Ac (SZ r � _�/ D 3/4"EMT W/4Ii10THWN-2,1#lOTHWN-2 GROUND 75A*1.0 = 75A ° Imp 2451 Pout 10000 07 1 � E 3/4"EMT W/2ai6 THWN-2,1410 THWN-2,1-#10 THWN-2 GROUND - �' ; 75A'-52.50A. 9309-THEREFORE AC WIRE SIZE IS VALID Vmp 350 lout 42 p �i F #12 PV WIRE W/08 BARE COPPER BOND TO MODULES AND RAILS CALCULATION FOR PV OVERCURRENT PROTECTION Voc 500 Imax 525 �"OFE JSP f- vSOLAR TOTAL INVERTER CURRENT: 42.00A Isc 30 Vnom 240 G 3/4"FMC W/346 THWN-2,148 THWN-2 GROUND 42.00A*1.25 = 52.50A 2211 Allenwood Road 877-797-2978 --> 60A OVERCURRENT PROTECTION IS VALID Wall,New Jersey 07719 wwwTrinity-Solarcom Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com September 29,2015 Town of Southold Building Department Town of Southold, NY Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of New York. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing 2x8 @ 16"o.c.and 16'(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading 0 4.33 psf dead load(modules plus all mounting hardware) 0 12 psf snow live load(20 psf ground snow live load reference) 0 4.5 psf roof materials 0 Exposure Category B, 120 mph wind uplift live load of 21.27 psf(wind resistance) 3. Address of proposed installation: Residence of Gerard Ragone,920 Farmvue Rd. Mattituck, NY 11952 This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009,2010 Building Code of NY,2011 NEC,and 2009 ICC Energy Code.The spacing and fastening of the Unlrac mounting brackets is to have a maximum of 64"o.c.span along the rail between mounting brackets and secured using 5/16"x 3%" length STAINLESS STEEL lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 120 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof to be 3"minimum. Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the 3B-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. . Please also note the following: A. The Design Criteria for the Town of Southold is in conformance with the 2010 NYS Residential Code RC301.1 or ASCE 7-05,as per referenced standards.Wind speed design is 120 mph. B. The mounting brackets and hardware meet or exceed 2010 NYS Residential Code requirements for the design criteria for the Town of Southold. C. The actual in-field attachment to the roof will meet or exceed 2010 NYS Residential Code requirements. 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S.Ll� tltl��dOi1=:U 3<rc�TCLS�1g '6',Ol0:'t1l�".:: =, >a�,.t•,: _ a:F; :i� ti.txt �r. pr 14v arld`'iivWidate.ttie l ttei= ef_cemn ion publicas); ® Ensuring that lag seas have_ adequate pullout s °�ngthf =4"k`f•k�Y ,..1:;,r.C,SY.' `. .;••;`- ;wok'.. .. .,. .. k.. Verafag the strength of any alternate rnoaantirg used inbeu y s^''E'^. of,the lag.screws; -f'r'S>t�r,,t°F> ��' Maintaining the waterproof integrity of ther®of,including selection of appropriate flashing; Ensuring safe installation of altelew1cal aspects of'the V ;- 'iii- ;a•'s,agtE`?,�;:c.- ;rq.;x"'. ' ` yarr ° Ensuring correct and appropriate desiptl parameters are used,in deterring th6 design loadiu�used"fear flesi a�®f the specific installation.Parameters, such as snow loading,wind speed,exposure and topographic factor should;be cornfir ned with the local building official or a licensed prof161!911.`'t- engin ff'l.r&o .r's• :,f 3§ '•j,>+t _ , ��d�r�l�war�nr` Unlre c Code=-Coati Plant Instadiafion Maaaurtd d'U I : C Fart L Procedure to Determine the Design Wind. Load R-1.1 Using the Simplified Method-ASCE 7-Q5 The procedure to deter#rmDesigAlWinnd Load,es;spegif W for mpTe platfi�atiernn on,ihe,use oA Method 1.Lower design by the American Sociezk an :rclerencec3'=err by tippkg"ing Met hod 11 is ni ASCE the lrnternatioraal l3aaililiin . ail 2QQ ..Pas gaAr�airses of&s i=®S:�attsult�isir a a=lieerdsad eta ia�ecs if g�ou s�ant'to ttse document,the vralues,e�tAiieiosis"atni pzacedair use i tl iq Me od,Wpr6cedures. dog m hent reference ASCE ,Rtl5;-,MWmum Design 1 oaasIfii: Buildings and Other Strttctiices:I?Feit�e;��r..t�ASG'E o�d��/ ��'e-eq�a�aaa`ftia i&ieteztanirt��.tYne�?esagxt�i/ittd i clad f®r compo neints and'sladdfng�:isi you Bneuve any clues¢iaams i€F?oiec�tFis'de('tazi[�€aris df;,piQce�€zims r prasesated ft cWu ssacsr udf.,,Ffrft'eu"ses iiicthbu,,i.e Tk'_`•:- deet(PSO_V':�pnea3o Sintiaplifned Method,for ealcealat9dng the;,Desigia;W""ind lo,ad'd'¢at pressures cora componnents aaad'dr ai idig;i z- sraizciii t,' Pa Vt;(p f)=Deslgn`end k oriel The method described in this dazraenerai vel o fqf flush to tilt,Sala.-Mouni Series bpplicatiota ,iiieii6 an' 'o€s&r%i Fal d=4djaieattentP ke torfer fiuildingheight and exposure category Flush is defined as panels parallel tm tlie'.ciat kk (car 'ith no more than 3"difference between enads"of';asseer'b'ly),itilthn no ICS=1da�aograghic FOctor at nsean roof height,h(ft)more therm a10"space between the ibotsitadf a,atnd'the^b6t'am 'I of the PV panels. & dns aartetaaa a Factor `phis method is stat approvred'f'or open-structure calculations. Appliccatfa ns of those prose duragis sael)jca to tho f orlommatg Pacaso(�s�),�net design wind prosseera far Exissasaaeo Bo at Height= ASCE,7.05 Edam€tadons: 30 fect,1=-44 I.The building height must be less than 60 feet,h,60. See note for determining In in the nexe section. For iansmllations You will also need to know the following information: on structures greater than 60 feet,contact your local Univac Distributor. Bede Wind Speed-tr(ca ph),tier largest 3 second grist of mired in 2.The:building must be enclosed,not an open or partially else lost 50 Years. enclosed structure,for eximmple a carport. h((P)=total aooi'laeigdaP,forget roof buildings®r aneeasa tarotFaeiihP S.The building is regularshaped with no unusual geometrical forpitched roof buildings irrogulanity int spatial forth,for example a geodesic dome., Roof,PUGh(degrees) 4.The building ds not in an extreme geographic location such aa5 n mart'acv canyon or steep cliff. This manual will help you determine* S.The building has a flat or gable roof with a pitch less theta els Effectim Wine Arco(sf)m miniramm total coaaPfaasaovs area of degrees or a hip roof witft a pitch less than 27 degrees. moda•.les being installed.(Stop 2.) 6.if your installation does not conform to these requirements please contact your local Unirac disubuton•or a local Roof,Zone=the aree ofd'te roof you are installing the pa,systea l professional engineer. according to Step 3. If your installation is outside tine Unaitcd States or does not Roof Zone Dimension=a(A)(Step 3) meet all of these linnitatiorns,consult a local professional engineer or yotnr local bt?ildieag authority.Consult ASCE 7-05 Ewposrere Category(Step 6) [1.2.1 Procedure to Calculate Total Design Wind The procedure for deteanni3nirng the Design Wind load can be Step 2<Deterxhiningrffective Wind Area by0hesn into steps that include loolang up several-m lues in Determine the smallest area of continuous modules you will di€ferenit tahles.Table 5,has been provided as a urorlc„sheet for be installing. This is the smallest area nnibutary,(contributing they follaavvirng 9 steps(usage S) load)to a support or to a simple:-span of rail.'flint area is the Effective ilalitad,Area,tlzc tow area of the fewast nurnnber of StaP A a Bet(et EnnWc Beaasn9 Wind Speed,V ft aph) modules on a run of sail's.if tine smallest area of continuous t�aevwcvles eaccccils�4ti?ssli'z;ustr�.t'?�sal ft(5ec'E',�t>le 2g. if less. Dwermiane the Basic t End Spp&d v(miali)by consulai g'VOUT round dow-a so Table 2. local bazaldl ng depart niers?or locating on the reaps in Figure 1,qa gc 4. 3 r t� a :, ` � "Erardrts.r�• trt a'tra R R r• arrras+t4r.�ia .Nas ► aF trCexTPf 4R �tls.ya rwwywrwarr.,• !a s s 1K1. �� �`� #� �ta��sare .�t+►��`,j�,a~i°sialseaE�`�l:�r�'a +sylx+r'i'',s� i1Q � �"•Ixa � "'"t y/ri^�n;r'`� lisrrWi+�'4i*�i't.♦ lar w, !ter w■ • sr Fye s trK --W—, -sl i/r�r� i� _ sem-... ���`!a ps.� .:4 a�:..[�fil%tic►F Lrur `i�' � 1�1��f�1 ;t1� �1.«+t7 �1�. ,� oya�ta raw rata ':,t .. rt�f ar'1'♦yti�[ycy�yJ••..t,.t �*, L1MsU'.Fti`j• ti d.kr ..� �F � ��. s Mli�€.rJaaR ,+ �t f s'11..s ♦ flj ra A S I r. '.rca .esaE si r♦�rt. rra� .*, � �as�� ,��¢,+� ��►..�. !! !!!!r ftda�s�:ew0•r ts1'�a tni yar .r a ♦r s. I�\.w.! ��....-re ■ .�t 6�• alis✓„ • ti taxi rf+ti U lis.? 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'�N� Rt1ALRat1UR Et�w.a t rtr, 1rx+ �.,.�C.♦r. � .�`irs'�'e�,4`i. a � ccais#K a case , r"Etuwi ►XrfiaA�.r tyc�►.r►.,y►tR t�irzr• dA� aYlttt6f .� R,!'#`RRM F,ll+Iltejlbsii`Y��s��ws�•r•�s�'�t4 ;k% �'..t a oeeeaartR �} ,ycssR,f,w���,eiwrr�� .� 1Essy r`r•# .,R4p��@�"'►`ty��� �a�'' ��taaiii�zf*«. s�`t`ti '�+�y . ��R" 7K�41t�/1 P'S+4k��slF_�•�r�;iy i`}e�r•+ue.``^+;v"Kr'1 i}T �tt s' 1 :a ad� r � .� ✓. V �✓1 �:'� .�' �►• 144,ril ��. �.•R', t .n k �.4i.i '• ti f,� ,I - !� �i -�� '..r." � stn rP �r r.. E �. � h c• wv, I'.�e i s 1 ► / f i 0 i 1 1 1 t � a e vim SGRaIMOUAIT 1A."UNIRAC Step 3,Determine Faaf Zone fcamtft, ucd) Using Roo jZorw Diwension Longth,a,determine the roof lone 10Mfilinq acrording My=roof type,gable,hip or mpnos;ope. Determine in which Toaft6ne your pv system is IocatedZone 1,2,or S accordi ng to Figure 2. -Figure B.Enclasedbuddirts,tvall and raofs Flat Roof. Hip Re eS 27' h GaMe ROOF( Inteelor Zones End Zones Corner Zones L-1 Floods-Zone I/Walls-Zone 4 Roofs-Zane 20b1PRoofs-Zone 3alls-Zone 5 IN Source- ASMSM 7.05, AiNtinum Desif p Load,-for Bu.;Jldongs wd,Ofi�r SErwturar%Chapter 6.p.41. Step 4:Detannine ffletaesi�te.jVjndpM,%1jxr,pazj(pq) Both doth nfdrce and gplift pressures raint be considered in ov& r t®Siectipo�!,�t�p.]for applying ffective Wind Area(Step 2),RoOfZon-e Lac&ilon Using the E aliA�. 9n.-94� (Step.33"and'Bez'dc Ond,�Pecd"(Sktep 1),10 Olt-up,ehedot-,fnf6rceti�&uplift,pressities.Positive Values.are acting a-C�_4 t1i Ing M e &PPEGPrR%EQ Not Dqqigr?-IVindftswre,in Use ..tots f� surz ce' M8 the Value"CeOwlated"Afs't.P` installal Oh M166, On 8 1 T - P USE, 'age-- �OB 2 Roo4 X27 t®45 degrees Roof:1.7 to 27degmes Roof a to 7 degrees el➢ Y� gn e,:; � � .�. � g, $ � aad eaa La tao N N nn -Www weirw w tj to tan to ear¢ar ear t.d tmr N tan ¢`�� � � � V19 � e�"s6 ® � �;� o,t � , ® mss "� �, d cr CD g <,'� '� =tXJ'.:'tJ1'CQ�k.`-J 'Vt-:R?�+ ..LD•: .:.taJ:6?rFL'l°L➢'t- .3i-U't'0.tJt.'iSM $a��MI=.R•.t%'l; _ /..7 i t' .til'ti3 - 'qtr";'O';`�:y.. k... ,.0:15: .�V �� g�. .9q.;4!•taJ :A=_`G tN,W._iwt S:' "t3:a4lb.J` :I+J !!N:tiJ., '.t:)rN-...•n. tt- "f• t. y:.�t '" `" - J" F`�' --'� o''g•x - C:?, t, .d?,;V,,„i,':a;r.•_v,;:' s ',- ,;,=';'..;�,`:..'.o;;�..•�i>t':r o:;t:o';'.+i r; .'o`���•b=�- Y t :T,a-- �,� , .. 4 :Gtytl�;,tr_:Mi nt1'•,' 'ice,+ ry�y W µ9 t 1 ,e1_ �._.1; '•�_ "1, o.` -r• :i:' `Y-,.;.vz'i.. i- s.1 ,�4.`^` t�ct+:�'t,-.8`: _ _:! -r=, •:N:;IJ"w:w� 7- a•N P75 - ,`r.S'w4iiS� N:.f.➢'s;+=�t�x=`'° _ tom.' :td ;q> ' `.4Y,.�G', ",fi.� 1.='W3t;.t.�.N,N•w"tai`:. f: ��O'6y�:.in_OD' .A:?'; iax:�:.a:•;atr1 i>!11 '^1i=v4`a. ?J?F?. ,. !`? a ,,. ; ' ii4'ia,:in= �+,•iu'iwt', iF;::;;m,e»'at" s:rco' be`' -;.:.ice._. .,;a�,i'. +...,....-.a.........--....... .....,,;s.,. �.....a»,a.'.-.�,..::.:.,.,. ..:.."k4ei.<': ... _."i: ;t-..::,_•.,-:.�;.:i.",«.,:u .:,,..>,.....�-.-... _ ..--,r a% .,. _ .�:�J �a Jy., 'ti? t� ®•'+:Z-pm• tag;tdf 0?a df �Zi^U,9,'(3o, Ya t/i e6m'43,0, -gyt�pY•'ty '�8,+�r.*.Gi''�J,. 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"� i s A5 oil to t E. lu ate����-cCtnaar �ir�etl da�sta�l€�it�ai �4c�atlt�� a��UNI-RAC Table 3.p,,n,g(per Roof Overhang d�,� ays 9p fee - ,':J;1.0;; 120Ai30"'""R 640 t,to ` 870 2 go °-21:{3;. -25.9r_ :3 j q ;, .37.3 a-43:9`,= ' ` -54�.E1 ','=58:3;` ' -72.9 V: ` 20 20.b: , -25.5 . :30:8 °, .•,s -36.7 �t3:0..,, -49.9 :f 157:3 " ; -73.6 19 2 2 50 " x=20:1;;,=": -24.9 `c,•'30,(=- -55.0 _ 4.;=430,- <: 48.7 = >`559°,'r` .71.8 p a, 1110 =j9:s w -24.4 -35,0 I .8 .. 5jr-a,2;._t3 10 X27 -61. ... ... +. �_;`3,-975b.:0x€;:<.;,;: ._12.27 9b6-33.5 30 3 20 =2T:1 4 . -65.7 3 50 -21.4 .. 25':9,="f -30.8 "r.-36::iW -41.9 a '{;=, B.Irt"•_ =61.8 3 100 -,lQ:{i. 42.2 K, .x'44:8: -17.6 , =20.6 # -23.9 27:4- -35.2 2 00 -27.2 -33.5 >s ;49`6`;.` . -98.3 _ p56'.7 -65.7 75.5;`. -96.9 -33.5 ,,X0:6 ., xI 48.3 ` t56CT,.,, -65.7 , =7.5.5':`; `� -96.9 2 5W -27:2'; -33.5 :-4O.fi`:;; 1 -9 ' ,�n.� 6.3 -S�7-:,>> -65.7 =7.5:5'..;� 6.9 2 100 =2X 3:` '33.5 -. :• O. w f,. =�.3 - i5:7 =55.7 x=-.7,5:5: 95,9 G,.' :_: �^ 3 10 45:7.,;.r `z yY z ....:,. ,,. -56.9 -483Y. .81.2�,1 -81.2 °.=95;��F,y>'a -110.6 163:0 20 "1,1:2 -50.9 Z6!1:6' .'`.r -73.3 x; 8fi:t?.' .99.E .147,1 -62.8 _1"7; -85.5 �Y ` AB'1 :: -126.1 e� 3 100 =30:9„' d -38.1 ` `=46:1.k.':'.:Y -S4.9 ;..`'> G :4 :' -I 10.1 pq 2 &® 24:7 < 9, ,, '' y r� s°. r -30.5 36. ;-, -43.9 '. =51:5 • ',' -59.1 �r-:68:'6- .86.1 � 2 20 -29.6 ••:_°•`~=3b:$.;'',`1 -42.6 -�b0:a>.. -58.A ,.,. •`=b6:5:=`-u X5.5 ^an 2 so -28.4 =34:3 ¢ -40.8 .5 --5553 1 .82.0 79310') .27.4 -39 00 =24.7 s -30.5 r." 36 9a;` J I -43.9 ';,.�S I'6":;s;',.; -54.6 -b8;b:a- =8$.I $:` •; ; 3 20 r=24.0% ..'`2 -29.�a `�{°Y`:r w='35 8:` i:''., -42- , ._'S0 0 ; "? -58.0 =56;5.%.•=,z -1 5.5 -28.44 -3. ;<' -82.0 50 -23.0 gJ. $ ¢ x -40.6 €_: =4%9... . •55.b b3.8. =, 3 100 =22:2, ry -27:� .;u -33: ._'; -39.5 ,.Y,.,` Ib:4`kr, '. -538 'k .7 -79.3 Sumo ASCEJSE6 7-05, MIMmim B?esign Lae&for 61u:'1&nps tsSard 06e85¢mx¢uces,UD€thy teP 6, p.49. Step S.Detemtgne the°6°apagraphic Factor,&t For the puzposes of this code compliance document,the 6u BrAc ,R®u rsnrirzss c: has open terrain with scat- Topographic grvctor,d te,is takenas equal to one(3),meaning, tered obstructions haying heights generally less than the installation is surrounded by level.ground(cess tharr 30% 36.feet. This category includesSat opewcountry, slope), I .the irastallatiosn is not surrounded by B6v el ground, grassfands,and alfl water surhees in hurrican6 prone please cote ilt ,SCE 7-95,Sed iota6.5.7 and the'local bdilding r6,iS ns. authority to cleterarain►e the Tap0.orapj2fc Factor, SuFxw Acr.RouaGnNriss D:has flat,unobstructed areas and water surfaces outside hurricane prone regions. Stern 6e DOW=M-ire Expo7strn-Catasorym,C, 'Tams category includes smooth mud flats,salt flats,and TDetl trnine the pose?re crtcgory by using the following unbroken ice. definitions for Surface Roughness Categories. Also see ASCE 7-05 pages 287-293 for farther explanation and explanatory photographs,and confirm your selection with the The ASCWSEI 7-05 dcfines wind surface roughness local building authority. categories as fool®vas: SuRrAc;8our.HNrass n: is urban and suburban areas, wooded areas,or other terrain with numerous closely spatted obmnictions having the size of single family dw0ungs. 7 AM 1h. r at d1l"I'LlInuad U iirac C esiantJ iad IIDF Stop 7,Deterilline adjustmentfactorfor heIgAt and Table 4. Adjusanant Factor(A)for Roof Hekot& exposure Capgory,-A BrPOsUre-cal:e;qry Using the EXPOSUre cqsegory�(Step,Qiia4the rooft,411t, ji(ft),,.Iopk-pj �4c`ibrfRol t ffid f"f- �Wl kg."!�ro All D Table IA7 Step a.Determine tfia20" 3.55-! U1. 25, 1.00 DetemAne if:die inR6E'ion`.'isuIha RW--kan�pr4n�resi6ji; 1.4, Looku'p ihi,1i4vrWk&FaddrX 9.70 h-Tab e-0,,O 35 1.05 occupancy eatesory-#seiij iqn'pd the fi 40 1.09 3.74 LYS region status. 4 1.12 so 0.16 1 *- .5 . 9.81 1.84 step 9.Calculate Ili d Load,petit--(Vot)"; -0.22 1.87 i&tti4),b .. .. Muitiplythe Met Y a*hVM OB-4r *prk . S the adju p.44. -2�7, 0. or"Table Table� (step 8)VSMS, Mheet. A K wIpm.130 PM,09f) ,4,(JoxfwN8nwq) and exp; S"7,) It,,.'Topographic, I nfor ExpqFr#'Rj-at hoight- 90.1 1 Otep 4Y Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part H to select the appropriate SolarMount Seiias rail,rail span and foot spacing. In part%use both the positive.,(downforce)and the negative (uplift)results from this calculation. 0 1 ASO Table SANOO�k�i-tbnzt ts a d Cl4dlip nd LoBd Cak4tio'n:i Sc 10 1 9' n -W, VM:st Bull& iie`"i W:Dlmbnion- Expasure,Ca iegory C A wave 9'VIn�Aad a ure 3T r bw ROW zq5m'6*WOn Nei t)esigri W d'P TiW 3 Topographie FactorK-- egqry 'A_ 416sG'eiit r MLjacto T f %n�W,6:d act ` zZigira-C cad---C=, ;ant ligstfi'llation Marwal oFUNIRAC Table 6.Occupancy Category Impormnce,Factor ttWMntA"tRc W"ra'C 9i'0- evns V'th Bas wm SuRdinis and offier e Agricuhvral facilities 0.187 0.77 11 " )� - , strumietsthat t CertiinTefiWr�zry facilities r6i ssi-ak 6'6w ° Minor Stot'hgo facAtl6s hazac�'-to an-ti�m" life - 16 ii',e nt zi:&Iure. All builldlings and other 11 structures except those I listed in Occupancy Categories 1,Ill.and IV. I Buildings and other 0 Buliftgs where mom than 300 people congrogato structures that Schools with 2 capacity more than 250 1.15 1.15 111 represent asubstantial 0 Day Cares with a capacit ,y more than 150 h-.m.v,d to human life In 0 Dulldhig0or colleges wkh;t capacity mom than 500 the event of a fhlIure. 0 Health Cim'kcilitieswith, a capacity more than 50 or Bncluding,but not limited mom M.laentpatiOits to: 0 jails and DetenV6KTzdlIdes Water iind,�6wWeTi6trnent Facilities 0 Teldcornm6fikatl0wCenters a Buif4i0gs thav6nUzetum or house hamrdoui;materlils, Buildings nand other 0 H,ospI64rs ifto'�'at facilities having 1.15 1.15 st�aeet ms designated fr IV -is essentl6l adlitleti, and-polke melons Including,but not limited or®they to: cmcrgwicy$Ka&s Designategemergr.ncy preparedness communication. and operation centers Power generating smOons and odior public u0ity faclfitles required In an emergency Ancillary", ctums requlTdfor operation of Occupancy Category IV structures Aviation control tchvors,air traffic control centers,and emergency aircraft har;gift Water storage facilities and pump structures required to maintain water pressure for fire suppression Builftgs and other structures having cridcal national L defense functions Sour= 188 2099,Tab!-e 1604.5,Occupancy C=gwy of guild ngs and other mavres,p.2g 1:ASCEISM 7-05, Minknum D-asign Loads for 80dings and Mer p.77 ft I I ftz- Solar-Mount U N I DRAC.: saaa Part 11. Procedure to Select Rail Span and Rail Type [2.ij using stApoardzleatn Calculations, Reefer-alEngineering Methodology Theprocedure to deerniin�,-ihe-Ufiixac SolarMount serles The,lmtril Design L=4 P(p4f)is determAned using A'SCL 7-05 rail typ , a H - ,- Is'" " , - t,Cal' lazi qddftthe Sn p:pn rail s cu ons and 2.�.l(MVMithdd equations 35��=4 7)1?y _pjan use pto�404 am -1 1, ^,', abv structurafengineeiing meth6dblogy. fhe beam Wculadons Loadl,,$.(ppO,De w�j( ,41SO J�?d Land.p pa 9 are based on a simply supported'bgam cpnservatively,i0ioring �ofh Ul Hfr aad-DbObylbrc�Ahd the reductions alloWed for supportsof co�dnuous beau as over Load i4 sti� Ure S,ca of part i mw, �abli -;,. Desip,Wad i" MuYple.supp-orts.Please refr to Partl f®r more for 4iii the, .7 to cul�6 Tbtaf` 0;-, on beam cakqations,equations and assn If beams Use the maximum absolute value 61&dife�dbiW4jr;e cases are installed perpendicul rto the eaves on a roqfgt�gpAr-than ly� 1. P and the-gp*�vj�-�Sbrslzinglhexall.Use q�e ok a 4/12 pitili in w"i area with a groutid snow load greater than ibisli�nj lag dolts P� i vast jqples., J-Iqtgp.6).Use the 4(� Sopsf,di�n addit-10'ial analysis is requiieo for M&loading on h t� tg equations or Table 7. the rootattachment and beaks. in usft this doement,obtaUft correct results is P( )-I.OD+LOV (doe once case,I) deo*ot klmn.*001lowins. Y.Obtain ttie Snowtoad for youarea from your local building P Wj?, =LOO+Mpa(&wnforce case official. 2.Obtain the Desigy Mid Load,p,,,,. See Part I(Procedure NPP,=LOD+0;75SI+a7spr,,,j(downforce case 3) to-Determine the Pesi2n Wind Load)for more information on P&�f),- P.#D+1,P�slo (uplift) calculating the Design Mid Load S.kease Note.The terns rail span and foodnS spacing Di-Pead4w4,(pe)' are interchQngeabl`e In this document. Ste Fig un 3 for illustrations. 4.To use Table 9 and Table 9 the Dead load for your specific installation must be less than 5 psf,including modules and p Unime ratcking`systemis.•Yf the Dead-Load-isgraater-than 5 Jor,900) psi,see your Untrac distributor,g local structural eatOgeer or contact U"'at The following procedure will guide you in selecting a Unirac a V je snow 1badca?j,: raft for a flush mount installation.It wffi also help dpxegode Mi vo fgo&tj�qj or f the design loading imposed by the Untrac FV Mounting x,a ortapim kwa Assembly that the building structure must be Q4pable of -- -k 7-0 for knoya hiformation. supporting. P 'Ye •�Q`.�14�j QASt Step 1.Datwnthwe the Total Design load &,m S.Rail qwn,andf*vtl%- bpaei�s are i?deY4hWijii1bk 4-UP L VAT Ow rails 2 ass laosyn in Figu're a. 10 solarmousit Urdraw Code-Compliant InstallationAlanual fi-w-UNI RACE Table 7. ASCE 7 ASD Load Cc)i6b!ritidns MOM- g gtm Daae Lead D PSI AF P M Wi i-ft XSN� IM Psi Ft Desth Wind Loze Fnet psf Total Oes�gn L,*gLd P Note:Fable to be filled out or attached for 6VA udd&L Step 20 Determine the OfstKbuted Load an Me=U, Step S.,Determine Rail Spanl L- 'oat Spacing Using the distributed load,w,from Part 11,Step 2,look up the DOtCrInIne the Discributed Load,w(plf),by multiplying the allosvable spans,L.for each Unirac rail type,Sola Mount(SM) module length,B(ft),by the Total Design Lord,P(psf)and and SolarMount Heavy Duty(HD) dividint by two.Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume eachmodule The 1a-boot SolarMount Series Rail Span Table uses a single is supported by two rally. L-foot connection to the roof,wall or stand-off. Please refer to IV=PB12 the Put M for more installation Infomation. DWrIbiacd Load(pounds per lbse&�fbot,p09 B,Module Length Porpeadicular to Rails(ft) P=Total Design Ptwwra(pounds per square fool;psf) Table 8.L-Foot SalarMount Series Rail Span SM sotamcmnt tip-SOWTMOUiai HMY Outr 10- r48Z,_'"O ,•22 L4�+*rssmm ,Ms 2 L6�+ A W, ,VN4, A JA ks-KI,MIF; tw p,' , 4Jy d SAY0,� as 6 sm 6.$ r SM v_�T st'll _-"g, "447;�"=543' 7"' . ",N) sm- -7; s 9.5 10 0.5 2 a"1v. .I RA0 .irr Step*SelectRaildie Step 5s Deter nlpe"Dpwrnfar4O,;P©iwxtLoad,Aibs,), si3clxttrA��t t3iirlikhd`orfzalpsi . Seleccipg a sp,p.jki!o rail type afferts'the,pxictod~your -�.7�r -may _ - -- 9 T.. - 16P1'ilir5 � e111ti S D.7 ir�seallarioti.-.'lgngex spans,pr�idiice-f�ryet-vraltor"oii�l;. ,.''•• ig ...a., .;��+iia�.Plus�A�eiot�il�is�8�atlaltau penetratIiiris.V16Wdei;:lo x.spans a reatAiglieT point los n' anust consider the tlnti fairs "Point l.oaalD It bi)o the rami 5{TLIa t�iTE' c [oTces amouYne a arcs transfe r dsto.ttie buiidIiag 3ituCtuTe;at jai :. rz` ' ':" `'' `Y ,....:.;, wr ° 'E'�11Y1a7Cc'� O3Y1�?ZG1tt�=.`�y fJ3��d3 t'�et^�YplNe2112g? (p8.�3d(�tep I)by the Rad �t ds ebe?xastail�Y'�r�:*�n�+i4�i�liv i%����'4'� ati t��;hiai9�lra�.�.� `��pri5,'`�''�fyj�Pgit"�yp���)•a�isi`'�ae�A�l"mr'1rr�d;2�i�+�Da.(4ep��a�113x.�ir_'�ss S rg ,.i "sixoYdR ._ _xh134 'irtbatt <, ,, ot,-alivideliy �a+> z:' c IZ()bs) Ma P m Did Laigaa Load(sf) s.Retil span,(#) B-moelule Leaafth Perpendicular so Rails(a) Itis the imtallees resile-ombility to verify Haat the Wading structure is seto�;eti¢�ug�a e�sup�o�.t�ae aaaa�rr�aa��ip� lows piculatesl accordifil-t6step Table 10.Downfome Point Load Calculation �arrsll�esigsd.gad(t3dwnore'sj;{mau.oessed,2e+� �c "r " , „ _ p..� "._...: w. Module lengths Pe4end'ict�iu;;o.�9ts. RA Span: '�7'"�;#�'�'D'.s`"`��;"4^,E^-� �'T�`:i��`'^,:•"�-���. -5,'% ���{•t.'`t�t� "'1,: � -7.. ".: `Yi ^a• _ r„a.,%sJ'���� ., "::.�j'. =':”°;..w »-, r2,.•z•+ _'�":. �l xr^'„- i`y�,�r` ' _ ''i,r,;..'{� ,. `t,,. d;�. .,�..::"-�,r-".�a-.' 6'c.;.' -,+;�;:oR, ..er;-s '.F,^'��i» ':77�_' �i�;, _ ,s:. `rt.u,,r •L. '�;i:•3a=ii•", �.$ '.r. •`7Q�^�' s. n� '�`�-�;i: "'Jrrt"^e+ 4 Down or�p/� In - .;a/�r ,,,�* •,r' "n`-a4a"rsm":;'�:c'`.•'�YI'. -jy"'v `:. '� -^Ys-ta '='db��;W`�' :za,:;;;::G=.=,; .-:.r; ;.r> - dbVYfO��Tad d'®1V.Zj�Y�u*Y- 1.• A -�•C�t'tl: =,�N ,J �`�' 15��.' p,�.\{<['r.)c:y L4.y,•,, i�' `.4. .as, . _' -• it:Y,;^` -,.at �rj yw'r:�..," ��::t„ral�v,,f. - ..-- tisi::ncp plk",• -..�•s Y-j^ - - .�°�R"4t' , t'd+`r'.i•;t.'''(..'vi •• ,.,Cy L)t-� ,, r "ik'.�F��� `.��.;'�'•�''.- r ,,` '.t •t� -/r�.Ui 'moi. `,� u=„'';�' J .., , • t - 1:�: 7�„T-r,��=345./'�Sµl -''may'-ytS�-�shiy} �Fyt"�,�;., i' •C�`..�fig..,:�;"�'��r -'a»'- - , 12 1 i 1 t� 9-9'"U IR- 1C Stein 6,Determine the Uplift Poiret land,K(lbs),of arch Connection based on wail span You must also consider the Uplift Point Loan,R(lias),to determine the required inf;bolt attachment to the roof (building)structure. Table i L Uplift Point Load Calculation TioW Design'Laad,(406ft): P P9 Step I Module Idnit a peepcndizalau°to rafly its x ft Bail SO= L n ft 'St04 Uplft Point i.azd: R lbs TaNa 0 I LV pull-qut(% ttlr s)apaddes )In loq1 to'At; r(ASE)) Use TaWe1i-16'select a lag bolt size and etn'bedirietit depth to Lag scraw speOications satisfy your Uplift Point]Aad Force,R(lbs),requirements. Divide the uplift.pointload(front b tY perked thread depth Table VV) ythe'1'Vfi' i adihW6l cgpacity itt'the 2iad ca 1umn of FDouear,Fir,i ch ALSO 266 Table?22. iI his r sUits fin inches DoughsFir,South 0.46 225 '`� of5�3Gl�gtii�leembeddedt1" deptkn t4'die to'catinteract e Ettgelcatattta_Spruce,t gdgcpa6e Pineq Uplift force.4 ether thani' (MSR 16SO B A,higher) 0.46 226 bolt is used(as with a concrete or steel),consult fastener mfr Hems Pin Redwood(close grains) 0.41 212 docamentation. Hem,Rr(North) 0.46 12S Thread It is the:installer's responsibility �Ca¢ct.Eeesen Pine 0.55 307 .$� y depth to vmfy;tlia -&a subs"t,iure $Pince,Fine,Fir 0.42 205 � and itita6mer t in dthOd i5 Spruce,Pine,Fir stroaig enough to supOb t the (E of 2 sti'silOnn psi and higher ' maximum laoi nt load'caieulated grades of i"9JSR and MEL) @.So 266 according to Step S and Step 6. Srrurees:A,nerImnWbad Carad),NO$2095,ToWe I i.21l,F 1,12A NO!,es:(F)Thread ansa be embed&A In the side graln of o rafter or ether stmrcwral memb:r Intr grol uAO the bull6ig s'iv erre. (2)log facts must he kon,ad In tlre.rnWk third of the stracwra f member. (.I)TGheso vatues are not vdid for mt Service. (4)ihfS table dui;net Irtct:sd.s#seaa eopes:&S. if"rraressery,eomact a Focal cogtneer to Specify tog bet Sim 9.+✓g(,�a regod to shear fb(ces. (5)104411 Fur;hsl'a VIM herad and washer Push to surface(no gap).Do not e*jer mrque. (6)WO,dw al do-to vahres for Fag screw eannerVoss shall be muldp ed by c)r(ef=b?e adfmtrn sat factors if mvessmy.See lrrhl4 10,.1 In the Amvimn W.-ad Cound)NOS far Wool Ca nstructtosa. Use pza¢wvchvs tvah lag Wresas. rt 13 &UNIRACr�a� �o -�'o ra�ticcaa � s rt��r�at gad r�axrt¢ Part 111. Installing Solar-Mount The U nirsc Code-Compli t inst;� lation histructions support 4 i�; ions �r � �9 e 5 photovoltaic arrays using Unirac PV module mounting systems. This manual,SolarMount Planning and Assembly.,governs installations using the SolarM,o-Unt and SolarMount SID (Heavy Duty) systems. [3.1®1 Solar-Mount rall components ;!'.`,• r t.W, )k Y�' g��L , V Sam �• r-�4 '.ap' '�;�`' .;:,. ��,",..�� �a��ra•�t7s�a�g?rrrad�d�rt�� a� ��t� bail•_supports w,moduiles. Use two per roan of lock washer for attaching L-foot. Flashings:Use orie pea- modules:,:Alutuit�si wextrJ44on, anodized. standoff. Univac offers appropriate fflasma s'for both standoff types. l sgnlite Jtiiris, ns3° i ds tail sections itifb single Norte.Where is dadso a flange type standoff chat 4m;not leia rfli©'aid: �t cai,f®viii eiih r a'zigid oir �r acral regaaia+e an L-foot. expax s6rini�oliig;` ;;3a �s I ii ;i eci rill a`` ur�ninaum 19 Aluminum two-plece standoff(000na1)W-,an01 -- a:xtraasori�: tidieii _ ' °; Use one per➢Woot Two-piece;Allndntar etriiit9re. Includes-3/8"x SAP serrated Mnge'Nok wsili`EPW 5elfadrl)iin „ -� 1�T®.li).x?Ja4;jpa t �#d s washer for attaching Woot,and mVo.5/.16F1dS�eilts. g s ; ) —Use. Splice or 3 per expa iesnjdirdt Galvani etd,tteltl. LO screw for 14bat(5/26")—A=ches statndaiki'to . •' •�_;• rafter. Wbott Use to'sesus siails d erath$0a n";romfin nnateii6l.t6,bis ldir":ttriaditit'E orstanddiffs. Rifer to Top Mounting Clumps loading tabl 'for spaciza�:T+dot ,:please conivac fbi ire acrid spzcdfiiaiticinoftoinble'L-foot. Tap Mounting Grounding dips and 3. s Woot belt(3/8" x W) —Use one per Woot to secure rail to Y,foot, Stainless steel. In,fader pax plaed rta'ria$s�s plane nut(3/8")--Use one per L-foot to secure rail to L1 fig slaw 100 4 art--Attaenes Vloot or 53ata�u3da:�o Woot. Stainless steel. rofierjpeterinine�tlielength,and diameter-b &6fi"pull- ugt,values. if lag s&aw&-"ad is exfios&fto ean�tats,.�nse staiailess�teeIl; �9nidar fdash`daigs;ai#ac��ilated liarsiw�ra`xa i� Flattop standoff(optional)(3/8") —Use standoffs to adequae. increase the height of the array above the surface of the roof or to allow for the use of flashings. Use one per A.-.foot. One piece:Service Condition 4(very sQvere) a �aterprs�o�rop�ig•se�anaa�Use'a•sealant apprppraate zinc-plated-welded steel. Includes 3/8"U 3/a"bolt I'Vith so onr rod iA r1 r�rasult W1ivl Rias o�mpa y �raeaatly pra�v°r'riYng�N�rtazatzy of roaE�•n3. ' sem. 14 se"a �aret"a�c Coa�e�-Ccxtar F.eatzt.�ag5EaFl�r.oaa It/�e�tRecazl ��, UIAC 3.2.1 Installing Solar, aunt i�nt,h top ounti .g`c-la»ps This-R—;Dion covers Sralat'IM aunt rack assemlaly tvhere the installer has elected to use top mounting clamps to secure modules to the ails. it details the pros duFe t"er'fdaesla mararaciaag Solar,joj aat systems fiA a Bitched rar®f. •;�,,,x... ,. ,:...:+7'�{e.»�a �5��=kr�..�°"�'S:c'!='Wit,;,.,'':�. .3�: � . ``.,d -�~'' '' ,,iy'v � ;fit-�+y_..�t.,,-,3,rL"r'....`4 •:{"i:=''•� �., �]~*+�`... , .'�w e'r M e fie' _'y,•L,y l,e_• �:a Vii.• '--.•h;',�p.,j.+:: °: �,e�r.�i' y'`a;'•v,f.r..�':,- :v -•rfi'°a`,.:^r'7•`;+•:�'•;,�:*^.�"°4�'•,•�".,' ':,"Yf. ''•.,,'"�'4� ="•4..r.ft y`�.ij. yCl. S-+'`�j�a✓.�',:� . ��F'-y''^"R r �4R�• _,Y:' ';','h:� ,f��'. �,•. dr J �'�;�";:t�� v"?a,.•4 �;;-;.;�.Y.ii:+.�`�`4 ._ K t ..'•� y,«�. ;.,�,�_,-.a��)�iLyR - ..1' ,:%"`,'!{iti;N Y^'=Fye>•�' . re ri'+. F�'h, "y `t �'�'i;•� ��`tf ." .0� 1". `-�'±t.:,• y«N:.°', K1Y t�. .�., ;ra:'itt ':"�,L°'- �:+,'•, w _�:4•`4'.�j,`�4.; ., ;": Ys�:;�:'t:ti:."-s`,��i,,: �:&i+e•vY�"s�. `"."•«.4.ti 'nom ��,'`Ry}r�.>x q � `.i;,4.'"' .K'sn: ,f�f'�s" .. ,�.n rx"'«e"_w�=,`r",••�ia;Mah,4: ��'"�e.. ,.,,�, :'U;L. , T+Y _ ,,' �`• •��rd`+p,„.'Y,,drat a�`'"y:,�4... � 'f � p'��5,n}',"a' :^ �ke' 4r')„ { „z t�'• 'n�Y.lf,,', i.,�n.'a•y�f'?�.�'r!y„rc'P. rr' �.�\..��.. ���6��cl�lttrrap-,�'xy;�.'��� � - �•;`� .`�*�""�•"�� is �.. ?�x�^ �•Ri`-.;R:.ia k;`, ^x y ;:.s` fi.;,.,ay�'r;'-..`a i.^-`x.1'-f�;-(.,",.. ' �, ,•ar � J}... q. i C.'`sr... ".,w: '?"•ver.-„.;;•,.,. •y. 1't:;';;j '>. '� a, E ”`ti: y r wry 'leG IQ��."tCli7Sj �i5' ` '�'='moi=foot 4, ",tr fa.'��••ir�.ri��."s.{ f,.gr;' �'y� iPab�' " .."+^ "4.''"`+:?iY tti}4'?;'y„/'��m •i3,§ ..1�l..�y;.F:,�•�y,�' p p p A i (,. `F•f f :,t'in 37.tA•t-.v:" f jt �P "",;,"•;fir,,' - ^ '`s'a' y?f�A�+p.1iM,t�Vii, .•,i`f ar}'Y.;:ixy:© t� '�''�?•e°`'Lvro...'.m�.:'''-:SUI�,tX1�Q4tF1d P,aa6! Figure S.FA710dedf viasav Of 01 flatshmount installation mounted with,&=Xet. Table l 3-Wrend-Res and torque Afft®,p,dqwn clamps must be installed with and. I I,RINE �, seizeeaagra�eaxt'gallarpgpfael•lrraicdcaen%faaaaa(ty pec at6a 'Recommended in-clamp food. Unasael<ne ieca miiiends salver st.n torqueffivbs) Grade LocTiteAtnda`=Ser.1C1t annumbers:3$181, Ya"hardwam '/,6 00& 80209,76732,76759;76764,90206,and 76795,or a/eo' �® ealuavcal6nt. 1/4"-20 Ptardwarc used in conjunedon /o" hhrsraly rm rAtfa togs doavaa clamps trust be installed to loft-lbs �esyuu are crna -s9(ar ems r4ah mmve em acrmn Of torque. %%cn using UGC-2,USC-2,WEED 9.5 and WHEW 6.7,114"-20 hardware must be installed to 10 frt-lbs of tongue. Additionally,when ureal with as togs down clamp,the moduleframe me cross section must be box-d shaped as opt osed to a single,d-slaaapad member.Please refer to installation' -ifement 91®a Galling wlif='W 'reventzeiaformor'einformation on gallate and anti-seize and installation manual 225: 76p Mounting Unirac Grounding Cl ps and i'EWEB t€gs fair more information an Grounding Caps. 15 99i, v a't.Ca r�UNI '► , U _ .,11°ac,Fore-Cone lan4hXstaIIadLpn,Ma;,ua p annp your S01�r oujjt jus l tions The installation can be laid out with rails pa-rallel'to the rafters Tlu rtdtb cif,the instabtion area equalslhe,1e119th Of acne or perpendicular to the rafters. Note that SolarMount m&, modble. make excellent stsalght-kdges for doing layouts. The length of tbe,jlrmt rila+iion,area is-iqual oto' Center the installation ama over the structural members as a tl►e'to�l ivi�t�'of ifi a tnnrlanl�s, r>.-.,'_'� much as possible. e p� l.i#ir.h'fbi each spati betwsan xaajodidles(for add- Leave enough room-to safely trove aa° and the array 4iat49' Aaii 7=:-.• :.a :;;;:'':'' T installation.Some.build g codes-require minimum,61idaces around such i eallati®tom, and user sh6uld_ a di�ected to As3 itielae �j -inche f®g;each;p 3 €�fered clamps). also check qIe Code'. Lo 77- i 5 l� ">c High�woiaie cnaro 1 'a :'e Y:y } � Yew'• -t' 3�y 4 Gutter lige 6.Yte�l�r�ia�Fi2`��cerd��rul��e��erp�eas3lxlsl�2r�e°�¢i��s, �. x,14 16 PACE 61 GREA V"ES POWER DISTRIBUTION 0194E BUG- oBITES" gale Insolation Piercing connector Ellmn-�W ls need ior conduclor insulation shipping UST-0 No taplaq required after IRstallation For copper to copper,copper to aluminum,or alunfinum to talurninurn applit"Mono For we on Insulated conductor only IPC SERIES NAM CATiU.00 TORQUE V191 EST.15H1PP4Xq-- Numm NOMBER 4WN, TAP VOLTZ BMTS FT-USS QTy WEOMW) 9811339811337 -0 2-8 to 1 16 12 2.63 CTM 13110 RPG`1002 IM 13107 411po 4M 410-4 6-14 M 1 13 12 ISO �r, 13100 4vc 4020 4f0-2 260 a I 25 19 4.w c 'IPC 2640 25D-I 1310D 0.0 GM 1 30 6 4.17 CTh islis Ipc W40 M-410 40 010 304 1 25 6 4.17 CTN -410 -410 6 7.63 13114 PC 3535 350 250 WO 2 25 079d 13116tipc E012 600-250 10-12 30dS 1 26 1 4 2.855 CTM 13104 *RPC 15025 NO-2M 250.4 M I a 4 4.08CTIA 13105 *IPC 6080 600-31#0 500-250 600 1 76 1 2.&4 EA CAUTION 131M WC 7350 731-M WO-351) 00 1 76 1 2.602 EA Bm"1811p§on I rowuleoY*wn) 8301 MA carRied Do not W.Uifl on bafo�cable. CMAL GUTTER 1AP CONNECTORS High Wangth al-k4MInum alloy 606*%4111 plated Lay-in&�lljnad main conductor-remaks qontnuouz Tap parallel utpoTpendicular to mln G- P SER199 NAM C!kJAUP Wkft WMiX510NS 01 cm EST.SHWPING QTV WEIG rrglz) kkoff "AN' TAW H W L P i in �As CTN Ism w 24 2-12 4-12,80L- 710 Eg IN. 131116 OF to 14-2 M,12 SOL 1 1.11-1 1q, 12 1.19 UrN 13130 ap 250 250-NO 250.0 11'lu 11q 2,h) 12 2-54 13129 op 3!w aP.D-41D B50.8 11/44 11b 211." 6 2.75 CTN 13122 op 500 son-350 NO-2 Vid 1114 31h 6 3.10 OTH For copplar-10-copper, 13123 OP 749 755-ON V40-2 2 9'/a 3110 3 215 CTM cappvr-la-alumlnum, alluminurn-W-aluminum IGP2 has uIuMd scrims. 0v0r1r,,-W1Wq0T In r&rW=1h1w-ft 601)v 9010C Snap-on Insulating CoVere for u6s wife 0-P conneUjora For Widow usq Wy GPC SERIM, Fw, NAM CATALOG FOR USIEWMI AWROX.0AMENSpegJA cu wuMbell numk� d6f4wed"Tok" qp= QTy 'w"W03) unif go- A Isis? GPC'2 OP-4 YELLOW Vk3 1'1, 17;- 12 0.45 CTw 'Pei NIQ 111 .'11vllf 13138 GPC 10 GPI10 GRAY 'i'/4 21h, 2q, a 0.38 CTIM 13140 GPC 260 GP250 RED i'l, 21, 3'h4d 6 0.40 ; I8141 CPO 35B OP350 YELLOW IlV l ill 31b 3 0.42 CTN - 13142 OKI al) GP.IGD BLUE 2v' Vh, 4-'L 3 OA6 CTIN 13131 epp 150 GF750 ow4GE 2"1. SV, 44. � Qle_�73 CTN 11 HMIatB Pak Cflnton,CT 0641S-Phona 0W- -V64-4505 a Fax 8bM54-4646 TOLL FREE 1-800-243-1130(Oul-31de CT) solar=@@ • SolarEdge Single PhaseAnverters • For North America SE3000A-US SE380OA-US /-SE5000A-US/ SE6000A-US SE760OA-US SE1000OA-US SE1140OA-US T wl` 'p'•,�'� ., •', �... x.;.z....,.c -- .::.�=L.�� »•a:�j ter'^,,. iy, ��?a'..•> .,•f �'' 4 4 v, ' ,6ce. r, oAE -bab6sst ,M .lofteblue' @gra lit�pr&ie�66�(T '611690:11", "lilt t i:qMp iancq, MO 4,)*j6rNEt2, .;Superior �' ndoazisyA616A alkonprdvi 6 bra, B-ui.It-1h:rh0dU164ev61,-monitorM ntE b erridtoe Wire irnacies u o fdb'r,6rid.indoorinstai atio'h"', V, F -taRe,invefte-1tJ,)C)A6to. • 9worty', P SgietyS%Afitch-fdr,faistet-li4!�a11*4tidn Pre-assembled 2 loptional-7,revenu gra de'd'aia,ANSI C-111- Li USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us solar=@ " single Phase Inverters for North America SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US .f- SE3000A US`.:SE3800A US;-.SES000A'=U5' SE6000A US' SE7600A=U5.'SE10000A U5 SE11400A-US- I'dUTPUT, Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 10000�240V ............ . ....... . .. ... . ................ ........... Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V - 12000 VA 5450•�240V 10950�240V ........................................... . .........,.... ....... . . ................ ................ ......... . AC Output Voltage Min-Nom.-Max.(" ✓ 183.-.208. ..229. .Vac . .. . .. . ........................ ................. ............... ................. ................ ................ .................. .................. ........... AC Output Voltage Min-Nom:Max.(t( 211-240 264 Vac AC Frequency Min•.-Nom.Max(�i 59 3-60-60 5(with Hl country setting 57:60-60.5) Hz ....... . . . 24 @ 208V 48 @ 208V Max Continuous Output Current 12.5 16 25 .. 47 5 A ...................... ................ ............... ..21 240V.. ................ ................ ...42 240V ....... . .......... ... ..... ........ ........... GFDI Threshold 1 A ........................................... ..... ... ...................................................................................................... ........ .......... Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes IANPUT MdxlmumC r(5 DPOWeTC) •4050 5100 610250 13500 15350 W ........... 750. . .8100 •. Transformer-less,Ungrounded Yes ........................................... . ................................,...,................,..... ..,........ Max.Input Voltage 500 Vdc .Mn DC InQut Voltage 325 @ 208V/350 @ 240V Vdc Max InputCurrent(') 95......I......13....,.I.15.5.°�240V.I......18.......I.......23.......I..305.@.?40V..I.......3.......... ...Adc.... .. .... ....... . ......... ........ Max.Input Short Circuit Current45 Adc ........................................... ................. ......................................................... .. ... Reverse.Polarity Protection ............ . Yes ........ ........................................................... ........... Ground-Fault Isolation Detection 600ka Sensitivity ........................................... ................ ............... . .....,,,,..... ,,.....,,,...... .........,,....... ........,,........ ..... ..... Maximum Inverter Efficiency 97.7 98,2 98,3 98,3 98 98 98 ..............................a.......... ................ . ................. ................ ................ .................. .............,... ........... .... ...... ... . 5 @ 208V CEC Weighted Efficiency 97.5 98 97. 97.5 97.5 97 @ 208V 97.5 98 P. 40V.. 97;5 240V.. .................. ........... ................ ................ . Nighttime Power Consumption <2.5 <4 W ADDITIONAVFEATUKES, Supported Communication Interfaces R5485,RS232,Ethernet,ZigBee(optional) ........................................... .......................................................................................................................... ........... R ...evenue Grade Data,ANSI C12.1 Optional("........................................ ......................................... ................................................................................ ........... Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed() STANDARD°COMPLIANCE Safety................................... ........................................UL1741,UL1699B,UL1998,CSA 22.2 . .... ....699B.............................................................. ........... Grid Connection Standards IEEE1547 ........................................... .......................................................p.............,.........................,..,...................... ..,......,. Emissions FCC art15 class B l`INSTALLATION.SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG ........................................... . ......,.. .................... ....,...... DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/ 3/4"minimum/1-2 strings/16-6 AWG .AWG•ran& ............................. . ..... .............14;6 AWG............. ... ............................................................................. ........ Dimensions with Safety Switch 30.5 x 12 5 x 7.2/775 x 315 x 184 30.5 x 12.5 x 10.5/ ' in/ •.(HxWxD)................................ ................................ ................................................... ..........775 x 315 x 260. ........ ...mm.... fet Weight with Say Switch 51.2/23.2 54:7/24.7 88 4/40.1 ,,,,,,,,,,, Ib/kg .......... . ................ . Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user ........................................... ................................................................... .replace0M. ..................................... ........... ..Nose <25 <50 dBA ...i...................................... ................................................................... ...................................................... ........... Mm Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available('() 'F/'C Rang?................................... .......................................................................................................................... ........... Protection Rating NEMA 3R ........................................... ................. ........................................................ ........... isl For other regional settings please contact SolarEdge support (ZI A higher current source maybe used,the inverter will limit its input current to the values stated isl Revenue grade inverter P/N SExxxxA-US000NNR2(for 760OW inverter SE7600A-US002NN112) id(Rapid shutdown kit P/N SE1000-RSD-Sl is: version P/N SExxxxA-US000NNU4(for 760OW inverter SE7600A-US002NNU4) -_ 7_77-7, Mono Multi Solutions im - El THE r rs � � ve . al Ill K`1 er 3 S" 1 muu- M r ? MIMI EV, MODULE Mm IND'i t:'- .. - Y•f 0 ,- .. ..."} i �. e}.`IS!ai 5`.i� � �,' �Ffi+ � `'�"',�'-il M�f�� �'• fl," 14't,ffl," MULTICRYSTALLINE:MODULE+ � f �r. ��lb r-r'= �� �) PD05.08 POWEftz0117 Uin Our most versitile product P RANGE» l Compatible with all major BOS components and system designs 1000V UL/1000V IEC certified MAXIMUM EFFICIENCY One of the Industry's most trusted modules Field proven performance '}:: ';u`; } ;'Y'-'jar,,• :•1.",.r. - � i�r POW:ER':OUTPUT-G.UAR,,ANTES,::' - � Highly reliable due to stringent quality control * Over 30 in-house tests (UV,TC,HF,and many more) As a lecidirig gitibal•mdnufacturer i of next generatiarieliphotovoltaic_` — o In-house testing goes well beyond certification requirements produefs,we'beve close—,"-, = � � PID resistant ,cooperation with our partners pis critical tosuccass' With local,.: presence oroilrid'ttie,globe,Trina,'is able to provide':ezceptiohal servicer ~';r: to°eachcustomer in`,e`dch'markei,,t,,."F. - Certified to withstand challenging environmental supplement ourinnovofive,';, o ,:`, £ conditions '` relFdble products with he�backing- - 2400 Pa wind load oLTrina bs a strong,bankable 0 5400 Pa snow load partner. We are committed , to,building strategic,mutually . benet`icial collaboration with : installers,developers,dFstributors, and other partnerras the backbone of our shared success in -AA}�� driving Smart Energy Together.. LIIY`EAR' PERFOR'11I�AIyCE"INARRi4i�iTV w;• 10 Year Product Warranty'a 25 Year,Liniar Power Warranty Trina Solar Umited www.trinasoldi.com V00% v AaditfopaVCJJU from ir! v so% na Sol Or's t(';( solSys IfnaOrwor t I!`C163Lf� �It (9 90% >.r' y^ a Smart EnergyTogetiter Years s 10 is 20 25 EJTrina standard 0 Industry standard