The URL can be used to link to this page

Home My WebLink About39350-Z SufF04/r - Town of Southold 11/3/2016 P.O.Box 1179 a - °° 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38641 Date: 11/3/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1925 Pipes Neck Rd, Greenport SCTM#: 473889 See/Block/Lot: 53.4-19 Subdivision: Filed Map No. Lot No. `conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/29/2014 pursuant to which Building Permit No. 39350 dated 11/7/2014 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 The certificate is issued to Foti Ignatia E Living Trust&Foti,Valerie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39350 12-03-2014 PLUMBERS CERTIFICATION DATED Authorized Signature �spfFOLIr TOWN OF SOUTHOLD ��o v BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy . SOUTHOLD, NY d7p1 � �.a0 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#: 39350 Date: 11/7/2014 Permission is hereby granted to: Foti Ignatia E Living Trust & Foti, Valerie 324 Westview Ave Leonia, NJ 07605 To: Installation of solar panels as applied for. At premises located at: 1925 Pipes Neck Rd, Greenport SCTM # 473889 Sec/Block/Lot# 53.-1-19 Pursuant to application dated 10/29/2014 and approved by the Building Inspector. To expire on 5/8/2016. Fees: SOLAR PANELS $50.00 CERTIFICATE OF OCCUPANCY $50.00 ELECTRIC $100.00 Total: $200.00 B ildi Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2- .Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 j Date. ! Z 10 I CI New Construction: Old or Pre-existing Building: (check one) 2� �i S X c cle- /2d d1� Location of Property: � � � ('f,�/1'��1�' House No. Street Hamlet Owner or Owners of Property: j7A Suffolk County Tax Map No 1000, Section Block Lot 1 Subdivision Filed Map. Lot: Permit No. ?j9 9050 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Ddb Fee Submitted: $ pplica igna pf SO!/j�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road e Fax(631)765-9502 P.o.sox1179 roger.riche rt('-town.southoId.ny.us Southold,NY 11971-0959 ®lyc®UNTY,�� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ignatia Foti Address: 1925 Pipes Neck Rd City: Greenport St: NY Zip: 11944 Building Permit#. 39350 Section: 53 Block: 1 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Island Electrical Cont License No: 42078-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 Ceding 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 FixturesTime Clocks Disconnect Switches Twist Lock El Exit Fixtures TVSS Other Equipment: 2.55KW roof mounted PHOTOVOLTAIC SYSTEM to include 10-Canadian Solar 2 panels with micro inverters-A/C disconnect Notes: Inspector Signature: Date: Dec 3 2014 81-Cert Electrical Compliance Form.xls Island Electric 6317442161 p.2 a Town HaR Annex J�f Telephone(631)765.1862 54375 Main Road �a�c(63117 5 P.O.Bac 1179 G ro er.dche Utl .n .US Southold,NY 11971-0959 � ` Bu DDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Date: - -- Company Name: AA Name: License No.: - Address: 721 _ Phone No.. - JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: f Permit No.. Tax Map District: 9000 Section: Block:— Lot: 1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is Job ready for inspection: YES 1 NO Rough In jinal '*Do.you need a Temp Certificate: St NO 3 Temp Information(If needed) > *Service Size: 1 Phase 3Phase 100 960 200 300 360 400 Other *New Service: Re-mnmct Underground Number of Meters Change of Service Overhead Additional In€ormation: PAYMENT DUE WITH APPLICATION 100 ;8Z-Request for inspection Form Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138•E-mail: grichardpe@aol.com D [ECROVE D November 1, 2016 NOV - 3 2016 - Town of Southold Building Dept. BUILDING DEPT.TOWN OF SOUTHOLD Town of Southold, NY Subject: solar panels at residence of IGNATIA FOTI, 1925 PIPES NECK ROAD, GREENPORT, NY 11944 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, Na E IVWV to �5' ll /,� ALJ ;5- GC) ®,p Richard . Gord E. ;�� `? �o Ne York E. Li'en No. 079309-1 C/) � js X7930 �� OFES`o��'A FIELD INSPECTxt)N REFCIrT DATE Comm NTS ) ' FOUN1DAMN(1ST) .... ------*.-.�-------------- --•-- FOUNDAT`I4N'(2ND) rA ROUGH FRS r. & y PLUMINGl� INSULATION PER N.Y. Cl)H STATE ENERGY COME FINAL , ADD�'I'IOI� ''C1�I►�lIYIENTS`". , , v.. . 1 .. . rr 1 1� pec c y) Y �5 (h 3 � TOWN OF SOUTHOLD BUILDING PERIVIIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying) TOWN HALL Board of Health SOUTI-IOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 7 Survey SoutholdlTown.NorthFQrlc riet PERMIT NO. 3q� Check Septic For n NYSDEC Trustees C 0 Application h Flood Permit Examined ° 20J-4 Single&Separate Storm-Water Assessment Form Contact: Approved f 1204 Mail to:Jenny Flores Expediting, Christine Roe Disapproved a/c 84-14 Pitkin Ave.Ozone, NY 11417 Phone 718-341-4393 Expiration _20 i ing Inspect r APPLICATION FOR BUILDING Dc aE Date Q Of 20 ke INSTRUCTIONS a This applica of ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ®CTets2fglan2^,DJ4urate L to scale Fee according to schedule. b.Plot plan sh 1 cation of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways BLDG DE lie-worh vered y this application may not be couunenced before issuance of Building Permit TO VV OF O r approval of t us"application,the Building Inspector will issue a Building Permit to the applicant Such a permit cep remises vailable for inspection throughout the work. e No building shall be occupied or used iii 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 authonzed 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 interum,the Building Inspector may authorize,in writing,the extension of the pemiit for an addition six months Thereafter,a new permit shall be required. APPLICATION 1S HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections WILLIAM CONDIT (Signature of applicant or name,if corporation) 2211 ALLENWOOD ROA,WALL, NJ 07719 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineei,genei a]contractor,electrician,plumber or builder Contractor Name of owner of premises Ignatia Foti ' I (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No.52821-H Plumbers License No. Electricians License No. 42078-ME Other Ti ade's License No. 1. Location of land on which proposed work will be done: 1925 Pipes Neck Road Greenport, NY 11944 House Number Street Hamlet Count),Tax Map No. 1000 Section 53 Block 1 -Lot 19 i 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 One Family b. Intended use and occupancy One Family 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 8,793.32 Fee (To be paid on filingthis application) 5. If dwelling,number of dwelling units 1 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 32 Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. 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 X 13. Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES_NO 14.Names of Owner of pi emises Ignati Fort! Address 1925 Pipes Neck RdPhone No. 201-947-9479 Name of Architect Richard Gordon Address P 0.Box 284 Phone No 434-574-6138 Name of Contractor William F.Condit Address 2211 Allenwood Phone No.732-780-3779 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES x 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 MAYBE 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 X * 1F YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF Suffolk ) William Condit being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowl dge and belief,and that the work will be performed in the manner set forth in the application tiled therewith. Sw r reaf da20C nzu ez f New c�k o a 6S.gk..treofApplicant ii m New York-County mmlission xpires `>72-Ofl�1�C i I f%o w Scott A. Russell sUFFC+�� SUPERVIS®RIMA\NA(G IEAMIIENT a SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUT HOLD,NEW YORK 11971 '1' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) ------ ----------- - DOF,S THIS )PRojEcr INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No`s, j ❑0 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 11 ❑� B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. F11 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. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ - 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. - - S.C.T.M. 1000 Date: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) trio NAME: 5E!4 ,-) Section Block Lot FOR Bt ll-DI\G DE P:ARTIIE)NT USE o-LY Contact Informal Reviewed By: Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — � Approved for procebsing Building Permit- 6).\,s P=SluF-� P_ Stormwater Management Control Plan Not Required. - - - &9-e F1Stormwater Management Control Plan a Required. ' — (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 (7) 0 TOWN OF SOUTHOLD PROPERTY RECORD CARD vp� vp-,4 OWNER STREET VILLAGE DIST. `—L-OTSUB. Fz)1, 1_ FORMER OWNER N, E ACR. S , W TYPE OF BUILDING RES r7 P( SEAS. VL. FARM comm. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Jo, zin -7 04D Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD MeoclowkirW DEPTH '40use plot BULKHEAD notal ■■■■■■■■I■':■■'®!■!■!■i■I■I■I■ISI■I■!■`■i■■■O■ �w;�,�,�� , �'� �fi �: ■�■■■■!■,,�i0!rri■i■I■I01■I■I�I�I■I■I■I■I■iiI■'■�'�.�■ ,, . ., � �sr' �� .� �■■■■I■'ISD!■I�!®!®!!'�I■I■I■I■I■!■!�I�I■I■!■I■'�!�f ► �� ;` '� �� .: ;'��.��a.' . � � ■i■■I■I■I■I■!■!L�!■I■I■I■I■I■I■I■I■I■I■I■I■ISI■I■!��■�■i■ t, �K j X!. F ' a: '- .: , .. .Y' , T l',.`rc ^*-'+ . ,■`■I■I■!■I�!�!■!■!�!■!■!■!■!■!■!■I■!■!■!■!■!■!■!■!■I■!i■I'� I. 7 y fH rr F x r, .. ,'... .■■. REM f J ■■�■■`■I■i■■i■I■I■Ill■I■I■I■I■I■I■I■I■I■I■I■I■I■!■■■ ,, �� ■■.■■!■I■i■r■I■I■I■Ifll■I■I■I■I■I■I■I■I■I■I■I■ISI■�■!■i■■ ■■!■.■,■!1!!11■!■I■I■I■I�!�!�I■I■I■I■I■I■I■ISI■I■I■I■!■I■!■`■ M ■'■■■!■Ifi►■i■i■I■I■I■I®I■I■I■I■I■I■I■I■I■I■I■I■I■!■■■■ C■'■E I■i■'■�■I■I■I■i®I■i■I■I■I■I■I■I■I■I■I■!■ONE■■ ■■■' i■!■■ I■I■®!■I■I■■I■I■i■I■I■I■I■I■I■■■!■■ . . ��■■I■f®"i��l�!��I�I��■I■�■!�I■!■I■!■I■I■I■I■ice■m■ s ■■■■■■■,■■��■■■■�■I■■I■�■�■!■!■�■I■�■��■M■■■ M■■■'■,■I■I■!■ll;■i■I■.■!■I■IM mi■i■i■i■i■i■i■;l■■■'■■ ■■■■ ■■■■■■I■■'■■■■■■■■■�■■■■■■■■ r J1 D L pF SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 o�ycoUNT`I,�� December 10, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Jenny Flores Expediting Christine Roe 84-14 Pitkin Ave Ozone NY 11417 Re: Foti, 1925 Pipes Neck Rd, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification required from an Engineer 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) 1 Trustees Certificate of Compliance. (Town Trustees#795-1892) Final Planning Board Approval. (Planning#795-1938) 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 — 39350 — Solar Panels *Zf so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 southoWdffdAWO1 9 015 ®��CO �Y Uf�T`I, BUILDING DEPARTMENT D [EC[EO'V[E Jenny Flores Expediting TOWN OF SOUTHOLD D Christine Roe NOV ® 2 2016 84-14 Pitkin Ave Ozone NY 11417 BUII.DINGDEPT. Re: Foti, 1925 Pipes Neck Rd, Greenport TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: **Note: -Certification required from an Architect or Engineer stating the panels were installed to the roof per NYS Building•Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39350 — Solar Panel' AC®® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/20/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Barbara Hayden NAME: y DITTMAR AGENCY PHONE (732)462-2343 FAx AIC No):(732)780-8414 78 Court Street AbMDRLESSbahayden@dittmarinsurance.com P.O. BOX 1180 INSURERS AFFORDING COVERAGE NAIC# Freehold NJ 07728 INSURER A HDI-GerlingAmerica Insurance INSURED INSURERB:Indian Harbor Insurance Company Trinity Heating & Air Inc. , DBA: Trinity Solar INSURER C:Llo d's London 3140 Veterans Memorial Hwy INSURERD:North River Insurance Co. Suite #3 INSURER E: Bohemia NY 11716 INSURER F: COVERAGES CERTIFICATE NUMBER:2013-14 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 SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER (M ID /YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED REMISES Ea occurrence) $ 100,000 A CLAIMS-MADE FX1 OCCUR EGGCCO00065613 11/1/2013 1/1/2014 MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OPAGG $ 2,000,000 X POLICY F PROi F LOC $ AUTOMOBILE LIABILITY EO aBIINdED SINGLE LIMIT 11000,000 A X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AGCC000065613 11/1/2013 1/1/2014 BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per acadent Lease/Loan Ga $ B UMBRELLA LIAR HOCCUR SXS0042533 11/1/2013 1/1/2014 EACH OCCURRENCE $ 10,000,000 D X EXCESSLIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED I RETENTION$ 5227477173 11/1/2013 1/1/2014 Limit x of$10,000,000 $ 15,000,000 WORKERS COMPENSATION WC STATU- I OTH- AND EMPLOYERS'LIABILITY Y/N FEL ANY PROPRIETORIPARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED r N/A (Mandatory In NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ C Errors & Omissions GIARK02014-01 5/30/2013 /30/2014 Per Occurrence $2,000,000 Pollution Liability Aggregate $2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) Re: Business location at 3140 Veterans Memorial Highway, Suite 3, Bohemia, NY 11716 Description of Work: The Sale and Installation of Solar Electric Systems CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Suffolk County Department of Consumer Aff ACCORDANCE WITH THE POLICY PROVISIONS. P.O. Box 6100 Hauppauge, NY 11788-0099 AUTHORIZED REPRESENTATIVE ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005)01 The ACORD name and logo are registered marks of ACORD ,aco 12/1 CERTIFICATE OF PROPERTY INSuPANCE DATE MIDD/ `.� 2/ZB/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. If this certificate is being prepared for a party who has an insurable interest in the property,do not use this form. Use ACORD 27 or ACORD 28. PRODUCER NAMEACT Barbara Hayden DITTMAR AGENCY PHONE (732)462-2343 FAX 732)780-8419 78 Court StreetC Nol:(732)780-8414 E-MAILDless•bahayden@dittmarinsurance bahayden@dittmarinsu.rance.com P.O. Box 1180 -- Freehold NJ 07728 PCUSTOMERRODUCER , 00010750 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Inter—Hannover Trinity Heating & Air Inc., DBA: Trinity Solar INSURER a:Travelers Casualty & Surety Co BPTP Future Holdings LLC INSURER c:Travelers Indemnity Co. of 3140 Veterans Memorial Hwy, Ste 3 INSURER D Bohemia NY 11716 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:Rev NJ Prop NY Loc REVISION NUMBER: LOCATION OF PREMISES f DESCRIPTION OF PROPERTY(Attach ACORD 101,Additional Remarks Schedule,If more space is required) 2211 Allenwood Rd, Wall Twp, Na; 20 Patterson Brook Rd., Wareham, -MA; 30 Hayden Ave, Suite D, Plainville, CT; 317 Dartmouth Dr., Marshalls Creek, PA; 3140 Veterans Mem Hwy, Ste 3, Bohemia, N.Y THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER:-D y INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION COVERED PROPERTY LIMITS LTR DATE(MM/DDNM) DATE(MMIDDNYYY) X PROPERTY BUILDING $ CAUSES OF LOSS DEDUCTIBLES PERSONAL PROPERTY $ BASIC BUILDING BUSINESS INCOME $ 1,000 BROAD CONTENTS EXTRA EXPENSE $ A X SPECIAL 1,000 CPR13EO353-01 •11/1/2013 11/.1/2014 RENTALVALUE $ ; X EARTHQUAKE 25,000 X BLANKET BUILDING $ 14,500,00 WIND X BLANKET PERS PROP $ 7,095.00 X FLOOD 25,000 BLANKET BLDG&PP $ X Earthquake $ 1,000.00 X Flood $ 1 INLAND MARINE TYPE OF POLICY $ CAUSES OF LOSS $ NAMED PERILS POLICY NUMBER $ $ B X I CRIME 106025811 12/15/2013 12/15/2014 X Limit , $ 2,000,00 TYPE OF POLICY X Deductible $ 25,00 C X BER&MACHINERY/ BAJB*E15C086177TCT12 11/1/2013 11/1/2014 X Limit $ 21,595. EQUOILIPMENTBREAKDOWN X Deductible $ 5,00C A BlnktEarnings Ron&Extra Expense CPR13EO35301 .11/1/2013 11/1/2014 X Limit $ 26,500,00 Special Form IS I SPECIAL CONDITIONS/OTHER COVERAGES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Suffolk County Dept. of Consumer Affairs ACCORDANCE WITH THE POLICY PROVISIONS. P.O. Box 6100 Hauppauge, NY 11788-0099 AUTHORIZED REPRESENTATIVE i Barbara Hayden/BAH `- ACORD 24(2009109) ©1995-2009 ACORD CORPORATION. All rights reserved. INS024(2oosos) The ACORD name and logo are registered marks of ACORD j ACO OR 0 (� 11—) DATE(MMIDDIYYYY) �i CERTIFICATE OF PROPERTY INSURANCE12/18/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES .BELOW., THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),.AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. If this certificate is being prepared for a party who has an insurable interest in the property,do not use this form. Use ACORD 27 or ACORD 28. NTAHay Barbara Ha den PRODUCER co DITTMAR AGENCY PHONE FAX 78 Court Street No 732)462-2343 Arc No:(732)780-8414 E-MAILMAIL$ .bahayden@ditrtmarinsurance.com P.O. Box 1180 PRODUCER00010750 Freehold NJ 07728 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A:Inter—Hannover Trinity Heating & Air Ina., DBA: Trinity Solar, INSURER 8 3140 Veterans Memorial Highway INSURER C Suite #3 ' INSURER D Bohemia NY 11716 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:2013-14 Prop REVISION NUMBER: LOCATION OF PREMISES I DESCRIPTION OF PROPERTY (Attach ACORD 1 D1,Additional Remarks Schedule,If more space is required) Loc# 00005: 3140 Veterans Memorial Hwy Suite 3 Bohemia NY 11716 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 MAYBE 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. INSfj TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION COVERED PROPERTY LIMITS LTR ' DATE(MM/DD/YYYY) DATE(MM10D/YYYI) X PROPERTY BUILDING $ CAUSES OF LOSS DEDUCTIBLES PERSONAL PROPERTY $ BASIC BUILDING BUSINESS INCOME $ BROAD CONTENTS EXTRA EXPENSE $ A X SPECIAL 1,000 CPR13E035301 11/1/2013 11/1/2014 RENTAL VALUE $. EARTHQUAKE BLANKET BUILDING $ WIND X BLANKET PERS PROP $ 7,095,000 FLOOD BLANKET BLDG&PP $ $ S INLAND MARINE TYPE OF POLICY $ CAUSES OF LOSS $ NAMED PERILS POLICY NUMBER $ $ CRIME $ TYPE OF POLICY $ BOILER&MACHINERY I $ EQUIPMENT BREAKDOWN $ $ Is SPECIAL CONDITIONS/OTHER COVERAGES (Attach ACORD 101,Additional Remarks Schedule,Ifmore space is required) i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Suffolk County Dept. of Consumer Affairs ACCORDANCE WITH THE POLICY PROVISIONS. P.O. Box 6100 Hauppauge, NY 11788-0099 AUTHORIZED REPRESENTATIVE . Barbara Hayden/BAH � ACORD 24(2009109) ©1995-2009 ACORD CORPORATION. All rights reserved. INS024(2oogog) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier Ia. Legal Name and Address of Insured (Use street address only) 1b.Business Telephone Number of Insured TRINITY HEATING&AIR, INC. 7327803779 DBA:TRINITY SOLAR to.NYS Unemployment Insurance Employer Registration 3140 VETERANS MEMORIAL HIGHWAY,#3 Number of Insured BOHEMIA, NY 11716 PENDING Id.Federal Employer Identification Number of Insured or Social Security Number 22-3292324 2. Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York SUFFOLK COUNTY DEPARTMENT OF CONSUMER 3b.Policy Number of entity listed in box"la": AFFAIRS P.O. BOX 6100 R71757-000 HAUPPAUGE, NY 11788 3c.Policy effective period: 7/1/2013 to 10/19/2015 4.Policy covers: a. rX All of the employer's employees eligible under the New York Disability Benefits Law b, F_ Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance covera a as described above. Date Signed 10/20/2014 By ryl Signature of msuran a carrier's adhorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212)355-4141 Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT If box"4a"is checked,and this form is signed by the insurance carnet's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,New York 12207. PART 2.To be completed by NYS Workers'Compensation Board(Only if box"0"of Part 1 has been checked) State Of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note.Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents oj'those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this fonts: DB-120.1(5-06) STATE OB NEW YORK WORKERS'COWENSATIONBOARD CERTIF'IOATF,OF NYS WORKERS'.COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of insured(Use street address only) 1b,Business Telephone Number of Insured Trinity Heating&Air, Inc.. 732-780-3779 d/b/a Trinity Solar 1c.NYS UnemploymentInsurance Employer 3140 Veterans,Memorial H" Registration Number of Insured Suite 3 Bohemia, NY 11716 49-23097-7 Work7,ocationofInsured(Oidyrequiredifeoverageisspecfcally Id.><ederatEmployerrdentificationNnmberofInsured Ifrnited to certain locations.in New York State,.4em,-a Wrap-Up• or,Social Security Number Policy) 22-3292-324 a 2.Name and Address of the Ea4tyRequestin�g Proof of 3a. Name of Insurance Caxriex Coverage(EnfityBeing-.Utedasthe CertificateEfolder) HDI-Gerling America Insurance Co. Suffolk County Department of Consumer Affairs 3b.Policy Number of entity listed In*box"In' P.O. Box 6100 EWGCC000065613 Hauppauge, NY'11788-0099 ' 3c. Policy effective period 11/1!2013 to 11/1/2014 3d. The Proprietor,Partners or Executive Officers are eluded. (Only check box if all partucrs/olflem included) []-]all excluded or certain partners/officers.excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"la"for workers' compensadonundertheNewYork-StateWorken;'CompensationLaw.(Tousethisform,New•York(NY)mustbelisteduitder t m 3 onthe]NFORI17ATIONPAGEoftbeworkers'eompensationinsurancepo&cy). The Insurance Carrier or its licensed agentwailsend this Certificate of Insurance to the entity listed above as the certificate liolder in box"2". 77io Insurance Cart ie►'tivill also notes the Above cellificate holderi4thin 10 days.Napolicy is canceled date to nonpayment ofprondums or Within 30, ys.IFthere are reasons other than nonpayment ofpremiums that cancel thepolicy or eliminate the insuredfrom the coverage indicatedonthis Certffrcate. (These notices maybesentbyregularmail.)• Otlnerwise,thisCertificatelsvalidforotreyerirafterthisform is approved by tho fusuranc�carrier or its licensed agent,or untt7 the policy expiration date listed in box 119c",whichever is earlier. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,tbebusiuess mustprovide that certificate holder with a new- Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the Newyork State Workers'Compensation]Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: George J. Dittmar Ili " (Mntname of authorized reprematatimor licensed agent of insurance carrier) Approved by: 10/30/13 (Signature) (Bate) Title: President Telephone Number of authorized repxesenta#lve or licensed agent of insurance carrier.732-462-2343 Please Note.,Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-07) wtiv+v.tivcb.state ny us • I Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President October 24,2014 Greenport Building Department Greenport, NY Re: Solar Electric 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 photovoltaic system size and proposed site location of installation: 1. Existing roof framing: Conventional framing 2x6 @ 24" o.c. 11'-6"span (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) • 14 psf snow live load(20 psf ground snow live load reference) • 4.5 psf roof materials • Exposure Category B, 110 mph wind uplift live load of 17.88 psf(wind resistance) 3. Address of proposed installation: Residence of Ignatia Foti, 1925 Pipes Neck Road,Greenport, NY 11944 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 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 110 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Double quantity of anchors for modules mounted within 18"of ridge and edges of roof. 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 H-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 Greenport, is in conformance with the 2010 NYS Code RC301.1 or ASCE 7-05,as per referenced standards.Wind speed design is 110 mph. B. The mounting brackets and hardware meet or exceed 2010 NYS Code requirements for the design criteria for the Town of Greenport. C. The actual in-field attachment to the roof will meet or exceed 2010 NYS Residential Code requirements. Very truly yours, Optimiie Engineering , LLC �(P.TE OFA ^ Q\GNpRD& _:Rich d n;.P n 90 � "New Yor P.E. i en a o.079309-1 Z O T cn Z , 4 09.1 3S/ONAL�� Engineer/License Holder: INSTALLATION O NEW ROOF MOUNTED PIPES NECK ROAD. 2 . 55kW PV SYSTEM ts+ � �vi�r ROVED AS NOTED 1925 PIPES NECK ROAD °1-9369 DATE:)I 7 I B.P.## r /.;a GREEN PORT NY 11944 FEE: _ ? � :. ", °��r,,� �'�°''re, ' •`�!,, 1 't .rl- _ 3. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AMO4 PPS FOR THE �: t•, - ::�"�,�.'4' ''�; FOLLOWING INSPECTIONS: OCCUPANCY OR Issued/Revisions 1. FOUNDATION - TWO REQUIRED " :k FOR POURED CONCRETE USE IS UNLAWFUL _��`` • '�:?�" � .; .f+� �� '"1- ,''` . 2. ROUGH - FRAMING & PLUMBINGWITHOUT ,:'e,;~:ti t:i}�,,y , ,T'.�1'� Y4, ,°�•- ''T� :" STH T E T 9)� � PI ,SSUEDTO TOWNSHIP FOR PERM M 0J21201i3. INSULATION " kNITH ALL CODES OF 4. FINAL - CONSTRUCTION MUST OF OCC N W YORK STATE & TOWN CODES n VICINITY MAP SITE NO DESCRIPTION DATE BE COMPLETE FOR C.O. F SCALE: NTS Project Title AS REQUIRED A ALL CONSTRUCTION SHALL MEET THE FOTI,IGNATIA REQUIREMENTS OF THE CODES OF NEW O�� S TRINITYACCT# 2014-10-33305 YORK STATE. NOT RESPONSIBLE FOR Q,� 3� _ BOUT BOARD DESIGN OR CONSTRUCTION ERRORSProject Address % O�• 1925 PIPES GREENPORT,NY 1 944 GENERAL NOTES Q"�6k"Q� L NNOOTT'ESS CONTINUED GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED SHEET INDEX 1 THE INSTALLATION CONTRACTOR IS OF8 F 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 PROPOSED2.55kW 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 10/21/2014 DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT "ISSUED FOR CONSTRUCTION". MTD MOUNTED DRAWN BY JES 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 RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTIVITIES NEC NATIONAL ELECTRICAL CODE UNDERSTANDING ALL DRAWINGS, THE NATIONAL ELECTRIC CODE ARTICLE NIC NO# NUMBER IN CONTRACT System Information COMPONENT AND INVERTER MANUALS 690 PRIOR TO INSTALLATION THE INSTALLATION 10. PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE TOTAL SYSTEM SIZE 2.55kW CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE OCP OVER CURRENT PROTECTION TOTAL MODULE COUNT. 10 ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL AMP AMPERE P POLE POSITION AND FUSES REMOVED PRIOR TO ATTEND APRE-INSTALLTION MEETING AC ALTERNATING CURRENT PB PULL BOX MODULES USED CANADIAN SOLAR 255 AL ALUMINUM PH0 PHASE MODULE SPEC# CSGP-255P THE INSTALLATION OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALLATION AF AMP FRAME SYSTEM COMPONENTS. PROCEDURES,SCHEDULES,SAFETY AND PVC POLY-VINYL CHLORIDE CONDUIT UTILITY COMPANY. PSE&G AFF ABOVE FINISHED FLOOR PWC POWER 4 ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION AFG ABOVE FINISHED GRADE UTILITY ACCT# 967 20 3110 4 MOUNTED,THE INSTALLATION 11. PRIOR TO THE SYSTEM START UP THE QTY QUANTITY CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL AWG AMERICAN WIRE GAUGE RGS RIGID GALVANIZED STEEL UTILITY METER#. 803 23122 ONE ELECTRICIAN WHO HAS ATTENDED A ASSIST IN PERFORMING ALL INITIAL C CONDUIT (GENERIC TERM OF SN SOLID NEUTRAL DEAL TYPE. SUNNOVA SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING RACEWAY,PROVIDE AS JSWBD SWITCHBOARD COURSE SITE CONDUCTIVITY CHECKS < 5 FOR SAFETY, SPECIFIED) TYP TYPICAL Y,IT IS RECOMMENDED THE 12 FOR THE PROPER MAINTENANCE AND MANUFACTURE THAT THE INSTALLATION CKT CIRCUIT WP WEATHERPROOF CB COMBINER BOX U.O I UNLESS OTHERWISE INDICATED ON ISOLATION OF THE INVERTS REFER TO CT CURRENT TRANSFORMER XFMR TRANSFORMER Rev.No. Sheet CREW ALWAYS HAVE A MINIMUM OF TWO THE ISOLATION PROCEDURES IN THE CU COPPER +72 MOUNT 72 INCHES TO BOTTOM PERSONS WORKING TOGETHER AND THAT OPERATION MANUAL DC DIRECT CURRENT OF ABOVE FINISHED FLOOR OR EACH OF THE INSTALLATION CREW 13 THE LOCATION OF PROPOSED ELECTRIC DISC DISCONNECT SWITCH GRADE �` , MEMBERS BE TRAINED IN FIRST AID AND AND TELEPHONE UTILITIES ARE SUBJECT DWG DRAWING V CPR TO FINAL APPROVAL OF THE EC ELECTRICAL SYSTEM INSTALLER 6 THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO APPROPRIATE UTILITY COMPANIES AND EMT ELECTRICAL METALLIC TUBING BE 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 7 ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH • • INSTALLED WITH THIS SYSTEM ARE TO BE N HZ FREQUENCY (CYCLES PER CURRENT PREVAILING MUNICIPAL SECOND) "UL"LISTED ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS, _T_ (D 3R OUTDOOR RATED UNLESS INDOORS STANDARDS AND REQUIREMENTS Optimize Engineering Co., LLC GENERAL NOTES Consulting Engineering Services 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 DUE TO AVAILABLITY OF EQUIPMENT P.O.BOX 264 ,1 rr��t�n 2211 Allenwood Road 877-797-2978 Farmvtile,VA 23901 Wall,New Jersey 07719 www Trinity-Solar com NEW PV SOLAR MODULE,TYPICAL UNIRAC GLAPIP U 0 1 (REF ER TO EQUIPMENT SCHEDULE (SEE SPEC SHEET FOR DETAILS) Engineer/License Holder: FOR SPECS AND QUANTITIES) NEW MOUNTING FOOT/ATTACHMENT SOLAR MODULE SOLAR MODULE N I )4S POINTS,TYPICAL (REFER TO i E _ _ ENGINEERING LETTER FOR SPACING AND DETAILS) UNIRAC SOLAR MOUNT BEAM XX to Q (SEE SPEC SHEET FOR DETAILS) NEW UNIRAC RAIL,TYPICAL UNIRAC"L"FOOT - .r QF NE(v (REFER TO THE UNIRAC (SEE SPEC SHEET FOR DETAILS) ONE LAYER ASPHALT SHINGLES o —o yc:,\ `�( r _ CODE-COMPLIANT INSTALLATION (SEE ENGINEERS LETTER FOR SPECS) ih , I �`' O 8•Gp 0 SUNMODO FLASHING o9O 9 -. 0 MANUAL FOR SPECS AND DETAILS) S2 S V •�S � _ (SEE SPEC SHEET FOR DETAILS) APOC SEALANT C NEW END CLIP,TYPICAL (SEE SPEC EET FOR DETAILS) / I I 1 Vr Q` Q (REFER TO THE UNIRAC r- CODE-COMPLIANT INSTALLATION fl W MANUAL 3 2 5 FOR SPECS AND E ————— DETAILS) EXISTING RAFTER SOLAR MODULES SHALL NOT v�{ NEW MID CLIP,TYPICAL (REFER TO ENGINEERS LETTER FOR SPECIFICATION) EXCEED PEAK HEIGHT 0 9309-N tL'A (REFER TO THE UNIRAC CODE-COMPLIANT INSTALLATION 1 MANUAL 3 2 5 FOR SPECS AND nATTACHMENT&CLIP DETAIL DETAILS) (n PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF SCALE NOT TO SCALE PV M DU OSCTLE nHEIGHT FROM GROUND LEVEL TO PEAK OF ROOF SCALE NOT TO SCALE , 1 I Issued/Revisions P1 ISSUED TO TOWNSHIP POR PERMR 10/21/2014 NO DESCRIPTION DATE Project Title: BACK FOTI,IGNATIA TRINITYACCT# 2014-10-33305 Project Address 1925 PIPES NECK ROAD GREEN PORT,NY 11944 ❑ Drawing Title: PROPOSED 2.55kW SOLAR SYSTEM Drawing Information DRAWING DATE 10/21/2014 ` DRAWN BY JES REVISED BY. System Information: R1 TOTAL SYSTEM SIZE 255kW TOTAL MODULE COUNT 10 MODULES USED* CANADIAN SOLAR 255 MODULE SPEC#. CS6P-255P TM UTILITY COMPANY PSE&G UTILITYACCT# 9672031104 UTILITY METER If 803 23122 NOTES FRONT DEALTYPE• SUNNOVA 1)ALL EQU IPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE Optimize Engineering Co.,LLC MANUFACTURER'S INSTALLATION INSTRUCTIONS Consulting Engineering sEn/lt:BS 2)ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING ry�� 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. P.O.BOX Z64 Rev.No. Sheet 4)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE A NEMA 3 RATING 5.) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE Famwille,VA MII ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE P1 PV J2 RI NEW END CLIP,TYPICAL(REFER TO THE UNIRAC QTY SPEC# ARRAY ORIENTATION=203° R� INDICATES ROOF DESIGNATION REFER INDICATES NEW UTILITY DISCONNECT TO BE CODE-COMPLIANT INSTALLATION MANUAL MODULE PITCH=30° ARRAY SCHEDULE FOR MORE INFORMATION INSTALLED OUTSIDE SECTION 3 2 5 FOR SPECS AND DETAILS) 10 CANADIAN SOLAR 255(CS6P-255P) INDICATES NEW PV SOLAR MODULE RED MODULES NEW MID CLIP,TYPICAL(REFER TO THE UNIRAC M INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS ® CODE-COMPLIANT INSTALLATION MANUAL t` REFER TO EQUIPMENT SCHEDULE FOR SPECS SECTION 3 2.5 FOR SPECS AND DETAILS) INDICATES EXISTING ELECTRICAL PANELINDICATES NEW PRODUCTION METER TO BE NEW UNIRAC RAIL,TYPICAL T1 EP LOCATION BASEMENT INSTALLED BASEMENT, --- (REFER TO THE UNIRAC CODE-COMPLIANT SOLAR INSTALLATION MANUAL FOR SPECS AND DETAILS) INDICATES NEW INVERTER TO BE NEW MOUNTING FOOT/ATTACHMENT POINTS, 10 ENPHASE M215 MICROINVERTERS AINDICATES PLUMBING DESIGNATION REFER TO ® 2211 Allenwood Road 877-797-2978 PLUMBING SCHEDULE FOR DETAILS AC INSTALLED N/AQU TYPICAL (REFER TO ENGINEERING LETTER FOR Wall,New)ersey 07719 www Trinity-Solar corn REFER TO EQUIPMENT SCHEDULE FOR SPECS SPACING AND DETAILS) MOUNTED TO ROOF Engineer/License Holder � -� I SOLAR MODULES MOUNTED TO UNDER SOLAR MODULE I I ROOF ON 1 ARRAY NEC 690.34 10-255W MODULES —_ — LLLLLL 10-ENPHASE M215 _LLL 8"X8" OI� NE LLLLLL LLLLLLL LLLLLL MICROINVERTERS LLLLLL r— E ------- —"--- METAL ------_ C - -_---- JUNCTION --_---- v`------"— '-- -- ------ , I �� O B.G 9x0. --_ ----_6'x6'METAL —— LLLLLL i� JUNCTION BOX I �j�Vr^' OQ f LLLLLL LLLLLL `f LLLLLL ------ LLLLLL I LLLLLL _ LLLLLL LLLLLL --------- LLLLLL _ � t�fl ° �•+ I,I W 10 MODULES ON 10 ENPHASE M215 MICROINVERTERS 09309 t� �I 1 ;I MAIN LUG SUBPANEL WITH 2P15 A BREAKER Issued/Revisions GROUND AND NEUTRAL I - TERMINAL STRIPS EXISTING j Pi I5511 ED TO TOWNSHIP FOR PERMIT 10/21/2D14 120/240V e= II UTILITY I 1 I NO DESCRIPTION DATE METER II I I I Project Title. II FOTI,IGNATIA 240V 10 ARRAY CIRCUIT WIRING NOTES 200A MAIN BREAKER j TRINITY ACCT#•2014-10-33305 COMPLIES WITH 2011 NEC J200A BUSBAR ;I � Project Address: 1.) LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON - - ASHRAE MINIMUM MEAN EXTREME DRY BULB ) )2p200A TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO _ AC DISCONNECT FUSED PRODUCTION I 1925 PIPES NECK ROAD INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT ! W 15 A FUSE GROUPED METER I GREEN PORT,NY 11944 TEMP = -16'C - - WITH MAIN BREAKER LOAD �m m e o o e 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED -ON ASHRAE HIGHEST MONTH 2% DRY BULB — CENTER I TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO Drawing Title:I m m I INSTALLATION LOCATION HIGHEST CONTINUOUS TEMP = L___ 2p15k 33'C 2009 C 21 —'— o-' F ' i t PROPOSED 2.55kW D m I I m m I SOLAR SYSTEM 3) 2085 ASHRAE FUNDAMENTALS 2% DESIGN 0 l S)oo I I D _ t D TEMPERATURES DO NOT EXCEED 47'C IN THE UNITED ______ m m L__--___________ __ D ____ _ C=� STATES (PALM SPRINGS, CA IS 44 1'C) FOR LESS THAN j m m m m m m o m 1 Drawing Information 9 CURRENT-CARRYING CONDUCTORS IN A ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ® EXISTING MAIN BREAKER LOAD CENTER DRAWING DATE* 10/21/2014 ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE 2p15A BACK FEED BREAKER DRAWN BY JES OF 47-C OR LESS (ALL OF UNITED STATES), NEC 690.64 REVISED BY 4) PHOTOVOLTAIC POWER SYSTEMS SHALL BE PERMITTED TO OPERATE WITH UNGROUNDED System Information: PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER TOTAL SYSTEM SIZE 2 55kW NEC 690.35 TOTAL MODULE COUNT 30 5) ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE MODULES USED CANADIAN SOLAR 255 A NEMA3 RATING. MODULE SPEC# CS6P-255P UTILITYCOMPANY. PSE&G CALCULATIONS FOR CURRENT CARRYING UTILITY ACCT# 9672031104 CONDUCTORS UTILITY METER# 803 231 22 REQUIRED CONDUCTOR AMPACITY PER STRING DEALTYPE. SUNNOVA (NEC 690.8(B)(1)] (0 90*1 25)10 = 11.20A AWG #10, DERATED AMPACITY AMBIENT TEMP. 55-C, TEMP DERATING FACTOR. .76 RACEWAY DERATING = 2 CCC 100 P Engineering Optimize En ineerinCo.,LLC Rev.No. Sheet (40*76)1 00 = 30 40A Consulting Engineering Services 30.40A ?- 11 20A, THEREFORE WIRE SIZE IS VALID P d Box 264 �`V -J3/ n TOTAL AC REQUIRED CONDUCTOR AMPACITY Farmvllle,VA 2MOI 3 8 96A*1 25 = 11.20A A #6 THWN-2 GECTO EXISTING GROUND ROD AWG #10, DERATED AMPACITY B 1"EMT W/341,10 THWN-2,1410 THWN-2 GROUND AMBIENT TEMP 30-C, TEMP DERATING 1 0 PV MODULE SPECIFICATIONS RACEWAY DERATING 3 CCC N/A CANADIAN SOLAR 255(CS6P-255P) 40A 1.0 = 40A C 1"EMT W/2-#10 THWN-2,1-#8 THWN-2 GROUND Imp 843 40A'_11.20A, THEREFORE AC WIRE SIZE IS VALID Vmp 302 D 1"EMT W/3-#10THWN-2,1-#8THWN-2 GROUND CALCULATION FOR PV OVERCURRENT PROTECTION Voc 374 FACTORY INSTALLED WIRES FROM ENPHASE M215 MICROINVERTERS O AR TOTAL INVERTER CURRENT- 8.96A Isc 9 E W/#8 BARE COPPER BOND TO MODULES AND RAILS " 8 96A*1 25 = 11.20A 2211 Allenwood Road 877-797-2978 --> 15A OVERCURRENT PROTECTION IS VALID F 1'•FMC W/3-#6 THWN-2,1-#8 THWN-2 GROUND 2211 Allenwood Road wwwTn 77 7 7-2978 TY _ ;:21W s „ RN N " I"o 4 Service is energized- from two sources. `: ' Solar s stern and utilityrid AC operating voltage: WARM- G,-ELECTRI,CAL-SHO CK HAZAAP O�'.'T� T '� 1V . T NALS Maximum solar AC current: AND LO' INP . AD, SIODES MAY ELECTRICAL SHOCK HAZARD ®o Not Touch Terminals Trinity SolarTerminals on Both the Line and Load Sides May Be Energized 2211 Allenwood Road In the Open Position. Vail, NJ 07719 732-750-3779 service@trinitysolarsystems.com PHOTOVOLTAIC SYSTEMS WARNING ELECTRIC SHOCK HAZARD YHE ®C CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE Strings j UNGROUNDED AND MAY BE ENERGIZED4 Operating Current w Operating Voltage 61ARItIG i ELECTRIC SHOCK HAZARD IF A GROUND FAULT,IS INDICATED, Max. System Voltage NORMALLY GROUNDED Y CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED D Short Circuit Current 1 Mono Multi Solutions l EM ,: ,. � �� PICO� oaf i '_77�S M P A G i °t i' THE UNIVERSAL SOLUTION ' MAX EFFICIENCY l` , Module can bear snow loads up to 5400Pa and 2501W, wind loads up to 2400Pa �_ , MAX POWER-OUTPUT ( �1 Guaranteed power output i, 7a 0b+3`�o i.---- i PRODUCT WARRANTY r High performance under low light conditions Cloddy days, mornings and evenings (� 25 YEAR , I LINEAR POWER WARRANTY Independently certified by International certification bodies Founded in 199Z Trina Solar is a vertically Manufactured accordingto International Quality integrated PV manufacturer,involved in 'he production ofingots,wafers and cells i .dSd� and Environment Management System Standards to the assembly of high quality modules, '`f I SO9001, IS014001 using both mono and multicrystallfne technologies As of July 2011.the Company has already achieved an annualized nameplate module capacity " ofapproximately19GW TnnaSolar's r �, Black frame improves aesthetics wide range of products are used in I { residential,commercial,industrial and public utility applications throughout the world Only by matching on efficient cost- EARRAiV AA_ , structure with proven performance will ��AR PERFORMANCE we as an industry achieve grid parity; ® C -And at Tnna Solar,we have both 10 Year'Produet Warranty m 25,Year Linear Power Warranty 100% 7q 7�'^r,q� t1af7 Value Trina Solar Limited di wwwtrinasolarcom a ��. frORl v 90% t, ,�,w� � ,i�tli��',dr^�w�,,.-. rrffla S01 gYSfin ear Warr onty� l 1780% f� Years^ 5' 10 15 20 vu 2b The power behind the panel � � Industry standard TrinaSolar TSM®PCO5. / TSM®PA05.0THE UNIVERSAL SOLUTION DIMENSIONS OF PV MODULE TSM-PC/PA 05.08 ELECTRICAL DATA @STC TSM-230 TSM-235 TSM-240 TSM-245 TSM-250 941mm PC/PA05.08 PC/PA05.08 PC/PA05.08 PC/PA05.08 PC/PA05.08 Peak PowerWatts-PMAx(Wp) 230 235 j 240 245 250 90MI1 HOLE ON 00 Power Output Tolerance-PMAx(%) 0/+3 0/+3 0/+3 0/+3 0/+3 Maximum Power Voltage-VMr(V) 29.8 30.1 j 304 307 305 NAMEPLATE O -I - --- 1 Maximum 772 781 789' 798 820 INSTALLING HOLE n Open Circuit Voltage-Voc(V) 370 1371372 373 378 L 3 Short Circuit Current-Isc(A) 8.26 8'.31 8.37 847 890 E Module Efficiency rim(%) 141 l 144 14.7 150 153 0 o Values at Standard Test Conditions STC(Air Mass AMl 5,Irradiance 1000W/m2,Cell Temperature 25°C) 3 9 ELECTRICAL DATA C6,NOCT TSM-230 TSM-235 TSM-240 TSM-245TSM•250 PC/PA05 08 PC/PA05.08 PC/PA05.08 PC/PA05.08 PC/PA05.08 Maximum Power(W) 168 172 175 178 183 A A - P Maximum Power Voltage IV) 27.1 27.4 277 27.8 ; 277 6L 043 GROUNDING HOLE ` ' ' Maximum Power Current(A) 620 627 632 641 662 812mm 180 j Open Circuit Voltage(V) 339 34.0 341 34.2 34 8 Short Circuit Current(A) ' 668 J 670 6.75 683 720 Back View NOCT Irradiance at 800W/m2,Ambient Temperature 20°C,Wind Speed 1M/s MECHANICAL DATA E E Solar cells Multicrystalllne 156 x 156mm(6 inches) Cell orientation 60 cells(6 x 10) � Module dimension 1650 x 992 x 40mm(64.95 x 39 05 x 1 57 inches) I 40mm I A-A Weight 19.5kg(43.0 Ib) Glass High transparancy solar glass 3 2mm(0 13 Inches) t ' Frame Anodized aluminium alloy J-Box IP 65 rated I-V CURVES OF PV MODULE TSM-230 PC/PA 05 08 Cables/Connector Photovoltaic Technology cable 4 Omm'(0 006 Inches'), 9F01000mm(39.4 inches),MC4 I OOUw/m0 600 -- — 1— �] 600w/m' TEMPERATURE RATINGS MAXIMUM RATINGS 54400Wf6,2"- "'" - - Nominal Operating Cell 46°C(±2°C) Operational Temperature I-40-+85°C� Temperature(NOCT)340 R ---- -- Maxlmum System 1000V DC(IEC)/ 2- ------ _ Temperature Coefficient of PMnx -0 43%/°C Voltage 600V DC(UL)1 W Temperature Coefficient of Voc -0 32%/°C I,Max Series Fuse Rating 15A 000 — Temperature Coefficient of Isc 0 047%/°C 0p° 1000 20- 3000 40°° - Voltage(V) Average efficiency reduction of 4 5%at 20OW/m2 WARRANTY according to EN 60904-1 10 year workmanship warranty 125 year linear performance warranty (Please refer to product warranty for details) N O N CERTIFICATION PACKAGING CONFIGURATION a Modules per box,24 pcs I w ts ; 1 app " i Modules per 40'container:672 pcs t2 C VL Us PV CLE LISTED CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT t3'iIoL1 LI�SOl\.tl 0201 I Trina Solar Limited All rights reserved Specifications included in this dalasheet are subject to change The power behind the panel without notice solar - SolarEdge Power Optimizer Module Add-On For North America P300 / P350 / P400 / P405 ® 4 M hj I) Qawrrp VS „,a�' �'''•�rrl��° iulh�'dl' .�IIVI �I f PV power optimization at the module-level — Up to 25%more energy Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization 1 Fast installation with a single bolt Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety USA GERMANY - ITALY FRANCE JAPAN - CHINA ISRAEL AUSTRALIA www.solaredge.us solar@ SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 / P405 P300 P350 P400 P40S i (for 66-cell modules) (for 72-cell modules), (for 96-cell modules) (for thin film modules) INPUT i Rated Input DC Power(') 300 350 400 405 W ..... ...... ..... . . . . . .. .... . Absolute Maximum Input Voltage 48 60 80 125 Vdc (Voc at lowest temperature) .... ... .... .. .. . .. .... .... MPPT Operating Range 8-48 8-60 8-80 125-105 Vdc Maximum Short Circuit Current(Isc) 10 Adc ..................... . Maximum DC Input Current 12.5Adc ...... .... ...... Maximum Efficiency 99.5 % .. ............. .. Weighted Efficiency 98.8 % ... . . .. ... . ... .. ....... ....... .... ...... ... . .... ...... Overvoltage Category II 'OUTPUT DURRING'OPERATION (POWER OPTIMIZERtONNECTED TO=OPERATING INVERTER)„ Maximum axlmum Out ut Current 15 Adc Maximum Output Voltage 60 85 Vdc j OUTPUT DURING STANDl3Y.(P0WER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF), Safety Output Voltage per Power Optimizer 1 I Vdc FSTANDARD COMPLIANCE, — I EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS I Maximum Allowed System Voltage 1000 Vdc ..... . . ....... Dimensions(W x L x H) 141x212x40.5/5SSx8.34x1.59 mm/in Weight(including cables) 950/2.1 gr/Ib Input Connector MC4/Amphenol/Tyco I MC4 Output Wire Type/Connector Double Insulated,Amphenol ............ ..... ... Output Wire Length 0;95/3.0 I 1.2/3 9 m/ft .... . . . . . ... . .. . ..... .. . .. Operating Temperature Range -40-+85/-40-+185 'C/-F . ..... .. ... ...... Protection RatingIP65/NEMA4 .... ...... . .. . ...... .. .. ... . .. .. .. .. I......I . ..... ... . .. .... Relative Humidity 0-100 .......................... . ... . I'I Rated STC power of the module Module of up to 5%power tolerance allowed. PV SYSTEM DESIGN'USING SINGLE PHASE THREE'PHASE 208V„ THREE PHASE 480V A SOLAREDGE INVERTERIZI EEE Minimum String Length g 10 18 (Power Optimizers) ... .... . .... . . ..... . .. .............. ... ..... .... ........... Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W ...... . . ......... . .. ... . .. . . .. . .. .... ........... Parallel Strings of Different Lengths or Orientations Yes ... ... .. .. ... ... ... .......... ... ........ I'I It is not allowed to mix P405 with P300/P350/P400/P600/P700 in one string :,ti' eat a ,e' a II solar=@ SolarEdge Single Phase Inverters ■ For North America SE3000A-US/ SE3800'A-US / SE5000A-US / SE6000A-US / SE7600A-US/ SE10000A-US / SE11400A-US _ m w! - 3' - Y"%'mom r2il• e.:.� ., �� - .'d Ii t•. �+y� �i•t„ -' 1 1 '.1 ((`,r ThIb st ice'' r" e e �c'ho for''Sola Ed� e"enrabl�ed�s stems"`�, , i, In'te 'rati'edrarc°f"atilt' 'rotec "on(Type, 'fo! 'E '2 1' - ® g p tr ( yp ) o N C, 01 690.11'co`mp,Iia`n'Ce'(part.'numf ers`ien'g gin W)" .1 t'- Su eri'or`efficienc i - o Small''li'htWe"i�h't'arid`,-asL"�toti�n ll'. `r - ' e sta on ovided�''braclfet' - Built-in odule=levehmci`monitoring .Ij . m nita g ' I pA I te'rnet'connectionthrou�gh Etlilernet-or,Wireless`' Outdoor.and'd'' r installation; i a.Fixed volta e inve er CAC Conversion only Pre-assembled AC/DC SafetySWitch for fasterinstal lation USA - GERMANY ITALY FRANCE JAPAN CHINA ISRAELI AUSTRALIA www.solaredge.us z ®0 °r Single Phase Inverters for North America ® ® SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US -SE3000A-US SE380OA-US 'SES000A-US SE6000A-US SE760OA-US SE10000A-US SE11400A US OUTPUT - ' � . I Nominal AC Power Output 3300 3840 5200 @ 208V 6000 7680 9980 @ 208V 11520 VA 5520 @240V 10080 @240V Max AC Power Output 3650 4150 5600 @ 208V 6000 8350 10800 @ 208V 12000 VA 6000 @240V 10950 @240V AC Output Voltage Min:Nam-Max 183- 20.8.-..2.2 9 Vac AC Output Voltage Min-Nom-Max 211-240-264 Vac .... .... ......... ........... . ... . ... .... .. . AC Frequency Mm.-.Nom.-Max.* 59.3-60-60 5(with HI country setting 57-60-60 5) Hz 6,20" Max.Continuous Output Current 14 16 ,23,@ 240V01V , 25 32 I 42 @ 240V [ 48 A G FDI.. ......... .............. . 1. A Utility Monitoring,Islanding Protection,Country Configurable Yes Thresholds IINPUT _ Recommended Max.DC Power** 4100 4800 6500 7500 9600 I 12400 14400 W (STCJ............. .... ... ... Transformer-less,Ungrounded Yes ... . .... ... ..... ....... ... . ..... ... ... .. ... Max Input Voltage 500 Vdc . ... Nom DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max Input Current*** 11 I 13 17 @ 240V 18 23 5 f.°3035 @22040V f 35 Adc Max Input Short Clrcult Current 30 I 45 Adc ......... ..... .. .. .. . . .. ... .. Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ko Sensitivity Maximum Inverter Efficiency 97.7 982 98*3 98 3 98 98 98 CEC Weighted Efficiency 975 98 98 @ 240V 97 5 @ 208V 975 97.5 97 @ 2 97 5 @ 240 40 V 975 Nighttime Power Consumpt on <2.5 <4 W ADDITIONAL FEATURES, Supported Communication Interfaces RS485,RS232,Ethernet,ZlgBee(optional) I STANDARD COMPLIANCE I Safety UL1741,UL1699B(Partnumbers ending in"-U"),UL1998,CSA 22 2 Grid Connection Standards IEEE1547 . .... ... ... ..... .. .. Emissions FCC partly class B I INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ AWG range 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG ..... .................. ....... Dimensions with AC/DC Safety 30.5x12.5x7/ 30.5x125x75/ 305x125x105/775x315x260 in/ Switch(HxWxD) 775 x 315 x 172 775 x 315 x 191 min Welpht with AC/DC Safety Switch,,, 51.2/23.2. 54.7/24.7 88.4/40.1 Cooling Natural Convection Fans(user replaceable) Noise <25 <5O. dBA Min-Max Operating Temperature *** 13 to+140 J-25 to+60(CAN version* 40 to+60) 'F/'C Range Protection Rating NEMA 3R *•For other regional settings please contact SolarEdge support Limited to 125%for locabons where the yearly average high temperature is above 772F/252C and to 135%for locations where it is below 7721`1252C For detailed information,refer to htto//www solarod2e us/files/odfs/mverter do oyersnine,euide odf "'•A higher current source may be used,the inverter will limit Its input current to the values stated r««"CAN P/Ns are eligible for the Ontario FIT and mlcroFIT(mmroFIT exc SE11400A-US-CAN) i r1Y{,Ic,dE1—•� I f ,I.r.,Y •1 YI• ti.l ti ^ �,�*�^ . ,�-..« "+'^�"�;, '9�~f'�r,�+•,g:�- ->�-%^e,;�-,rlr�,m,,.�„�,,- ,:e-;R,a.;".I�„„�a-•-�,�"c*m"�*�;"�,..,,.. ,r'r^^�� : �`. �t.��r ��g� r Wits'µ r �. - 'a�ri :c4 �%,i.� �,__,,%'•,._t:._�: ya8.an�s r,,�.�;• r; K°,�. '°.-N, ,,'$�'�': f:,.' 3>s �R� w n ''«n wrA,Mi,s .�""as�'Ys`r r-.�-•1apF ��-«dSs y a�#;.. c'r rs'S s'';ur#',��2.-'.�`;a}i :t'tiL�`ia;�•�.�, ;..y �� Y�f !u' �i.^~ "® ® "'.u.:i ` ""� ^• ,�s',;, ,�" `'{hn .;, -go'RI ,I"I eh,R 'n �',' ^f�'a".rn yi 'T.. aP,l, P 'r�,�, '®� .r3'" }"'k P, p �' I ru"rr ,�"` � ,•4 i,�,Rr;�)��r'„ti i r a','P �''+'Ik,s..��,:�, l'�k>'V,r it e: ?'i' d¢; � �'�V ,��' G ��,® �' ",�.��.�,�;�t 'r..:'�:tir;"=. :�"�,":,:,t�y`�:.•� -{•-,, E-: o-" :�'', _ �„rp z:'- a �`�^ I'kl.. II y�d,n,•a°ulgl^w, .��,euys ? .,�, r,,. ,'. ^u;m3, -a+.a�x, M'�`` ti.: i-a; ,11�,;,k t `�, ° ,r.u+ o 0-4,; I i' {i�. PIII�,p ^I,III` PI "J yk. Iiptl,^ ry,� a oaf w ,s If•*,Slr,e',ir r r.. ��I$I P ..a,mu -:4 r G,�",TdV, wuplrr, ten,I uC ,N'.rIP SI'NI'°I'u�l7�,firl'I,Ix,'-�,"ti6'Ihlulr�"k6�, II ;""r` ull ,Prd ry, hdiv;' i<' 114k "f;il� de"'f lu,�, ,,mr" rdl,✓�',:tid"G;r,�d�„ �" -u.,r,Vr�a",�"1+,' ,I�p�iylYr.';';�, °,I�,,yl:'r�'-�','�:�b�'µ_r,^,I,.a:dll�¢.=.='1,"'��v�,��d �;q,",'.lui.�rr;�IV Iy�„u,� pu P '�r I,,ti 4i.' W.'d„r�J,u,�g,.,��„I C i; p ' u en,phase - Maximum energy production The Enphase Energy Microinverter PRODUCTIVE - Resilient to dust, debris and shading - Performance monitoring per module System improves energy harvest, increases reliability, and dramatically - System availability greater simplifies design, installation and R E L I A B L E than 99.8% - No single point of system failure management of solar power systems. The Enphase System includes the - Quick and simple design, installation SMART and management microinverter, the Envoy Communications - 24/7 monitoring and analysis Gateway, and Enlighten, Enphase's monitoring and analysis software. SAFE - Low voltage DC - Reduced fire risk C US ^IN ,;,��, ;�.„ "^'„'� '��.-. ;;tY'•a.,r Ilk,' ,;P� fi'IFII11 II^, 'lo ray^' r sl II 1 I„dii, r I 6p• ';�q','V 'l uu P 'n .•iµ` �Ir #`” Fliul M2115 MICROINVERTER TECHNICAL DATA t' -ZX 77771� � 5'11 D Recommended input power(STC) 190-260W Maximum input DC voltage 45V Peak power tracking voltage 22V-36V Operating range 16V-36V Min./Max start voltage 22V/45V Max DC short circuit current 15A Max input current 10.5A 411 'q 41 v- Maximum output power 215W 215W Nominal output.current 1.OA (arms at nominal duration) 0.9A(arms at nominal duration) Nominal voltage/range 208V/183-229V 240V/211-264V Extended voltage/range 208V/179-232V 240W206-269V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 60 0/59.2-60 6 Hz 60 0/59 2-60.6 Hz Power Factor >0 95 >0.95 Maximum units per 20A branch circuit 25(three phase) 17(single phase) Maximum output fault current 105 Arms,over 3 cycles;25 2 Apeak, 1 74ms duration -ji 11, 7 '1' 0 CEC weighted efficiency 960% Peak inverter efficie'ncy 963% Static MPPT efficiency(weighted,reference EN50530) 996% Dynamic MPPT efficiency(fast irradiation changes, reference EN50530) 993% Night time power consumption 46mW .................. r'7,77�-7,-,1-7 7'� - '-, '', ,I,�'� 4,;1 q' jj 1", jill J I W-0 Ambient temperature range -40°C to+65°C Operating temperature range(internal) -40°C to +85°C Dimensions(WxHxD) 17.3 cm x 16 4 cm x 2 5 cm(6 8"x 6.45"x 1.0")* Weight 16 kg(3 5 lbs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 without mounting bracket ................... "I'll...... IX l NSpar w, Compatibility Pairs with most 60-cell PV modules Communication Power line Warranty 25-year limited warranty Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/[EEE1547, FCC Part 15 Class B CAN/CSA-C22.2 NO.0-M91,0.4-04,and 107.1-01 Enphase Energy,'Inc. 201 1 st Street Petaluma,CA 94952 Phone: 877-797-4743 Fax:707-763-0784 info@enphaseenergy.com http://www.enphase.com 1 142-00010 Rev 03 FoOkPatentPending 7, 7- VO,q r- w •."T.'9..,' "°,�" •, A x', �.%�,�,e R .• `"" 'r. 'er >, '.3?' x tW`, , "''F�. ��3 N`'a f-�`:� '' ,> ��c�.�• s '�,�..r » � � "`�'.�� ,t^ ,J6�, H.< s. z.r `� � ':,,a. ' �� x.' ^?: t° < •� YMz ,. > a'�.,t�'. Aa* ;,,%,�'�...� ��`.,� 1�9:,, '��^' , '..«• .d'�"'�,. :.�+. .v, ,, , „,:): a�s.� s- .. r < °.�. _._� .,.,.,L...�.,,<_ 3 r—,°:,3 211 7.e�'a'^p��<r', Al i'"�3 ,,r{i;:px.."#', "� +" 'a Yom", g x„ @meg. .y .ex6^'� x»' .�i' 5�°'^.»ems5''S",?'<lk .„b�:'J •i a � Arg „ r..<r�q. �;.'3� �_-`yah.?,g x.° .,_.��, � � e �•' ; t a° hr � max '' t.:.'3:.:' t, r"Prx'• 'Ts3 '^ s 'P "'3 ° &'. ' -.A-.._ ur #� -. al. `+;,',`:,�d. .°r,,'VU 14r ,f � sad 1 � r' 'Faa `$a ,�• .a�`'2F'�•mi'F' �� gP:. .� eT'R � i�� .,�;`�„�s ��s.a+ °° R.A<.y�,.<w�'1 g ;` '�`. .i>°°...s "�i'a:`°s � � _ � F � �'h`Y'�„�.;,5.$,ts.�.'`x,,` ,�,'�- ��.:. .5, �'° �: �a,wrS,<.x,.;' '.:� � �¢a�.m•.: ,.,�xg,�`a$.. :»�°:6� iaZ,, �G'aa`�,��' < .a. .'.�h�'. � .. ... � -. o, ... _, . • Allft One Roof Flashing & Mount • Mounts with all Standard W�g Systems • Stainless Steel Lag Bolts and #fardw-6`re--------- • All Aluminum • Ea-cv to install • .i j 1915 E 5th St., Ste. C �` Vancouver,WA 98661 Phone: 360-335-3037 www.sunmodo.coni I Engineered'and'Designed for easy installation. .. Our rodf Mounting system is water tight and urahle for ally composite/shake roof! 3 �y} �f•�'�`��.r ,,�.��^, �m f.`. J� ��mw+M gap ".4°...M�j��.�. �s E. Now— Olt -° ¢j(f�+ ,� �°� �,'H ,,�� Fes. :kms_ ' �a � ' .' '�• � � Q{H�, d — f Serrated L Foot allows for Versatile aluminum base for Flashing designed to redirect � rail mounting on either multiple configurations. water flow. side. , Optional 3 IStandoffKits 3 t H it ' 10 - 01 All kits come complete with the following parts 1-Lag Bolt SS 5/16 x 4 1-Al Shoe Part#815415-002 Part#A20065-00i ° f? 1-EZ L Foot Part#A20464-001 1-Hex Cap '` 1-Boit 3/8-16 x 3/4' PartA24052-041 U Part#A20466-04i 1-Flange Nut 3j8R Am 1915 E 5th St.,Ste. C 551 suivrfioD� Vancouver,wA 98661 Phone: 360-335-3037 www.sunmodo.com ` EXISTING SHEATHING AND ASPHALT SHINGLES ` c SUNMODO Ez MOUNT "L" FOOT SHINGLE ROOFS (TYP) (SEE DETAIL BELOW) .° EXISTING ROOF RAFTER .- SUNMODO Ez MOUNT "L" FOOT g r FOR SHINGLE ROOFS 5/16"x4" LAG BOLT INSTALLED INTO EXISTING ROOF RAFTER EXISTING ASPHALT—SHINGLED ROOF a $, ROOF PITCH ti Jy,yz—=1, ------------ 2211 ALLENWOOD RD. ROOF PENETRATIONS AND ROOF ATTACHMENT DETAIL WALL, NEW JERSEY FOOT SPACING AS PER SOLAR TEL: 732-780-3779 UNIRAC SPECS FAX: 732-780-6671 Grounding Connectors ` 90°C RATING (486B LISTED) TYPE: LI Lay-In Connector Oz x „ 2P 4 CMC° LI-S ground connectors are manufactured from high strength 6061-T6 aluminum alloy to insure both maximum strength and conductivity. They are dual rated for both copper and aluminum conductors and are electro tin plated to provide low contact resistance and protection against corrosion. They are designed for use on conduit grounding bushings. The open-faced design allows the installer to quickly lay-in the grounding conductor as a jumper to multiple conduits with no break'in the ground conductor. Catalog Cond.Range Dimensions,Inches 1 Number Fig.No. AWG Stud Size* H W L LI-50S 1 4- 14 0.22 0.78 0.38 1.07 LI-112S 1 1/0- 14 0.27 1.17 0.6 1.5 LI-2005 2 3/0-6 0.33 1.56 0.8 2 LI-252S 2 250-6 0.33 1.79 1 0.8 2.2 Fig.1 t � , } Fig.2 Custom,'erOwned &V,,�ARNING Par&Ulel Generation Service is energized. from 0 1 two sources. Safety DISCO.Unect Solar system and utility grid switch AC operating voltage: WARNING-ELECTWCAL SHOCK M47ARD. DO NOT TOUCH TERMWALS.TERAMALS Maximum solar AC current: ON BOTH'THE IME AND LOAD SIDES MAY BE EMRGMD IN THE OPEN POSMON 'ELECTRICAL SHOCK HAZARD Do Not Touch Terminals Trinity Solar Terminals on Both the Line and Load Sides May Be Energized 2211 Allenwood Road In the Open Position. all, NJ 07719 732-780-3779 serviceMrinitysolarsystems-Com PHOTOVOLTAIC SYSTEMS WARNING ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTM EARE Strings UNGROUNDED AND MAY BE ENERGIZED Operating Current Operating Voltage WARNING ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, Max. System Voltage NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED Short Circuit Current TM SO RMOUNT Code-Compliant Installation Manual 227.3 U.S.Des.Patent No.D496,248S,D496,249S. Other patents pending. 05,Aw MEN g � Table of Contents i.Installer's Responsibilities.................................................................2 Part I.Procedure to Determine the Design Wind Load............................................3 Part R.Procedure to Select Rail Span and Rail Type............ , ............................:.10 Part III.Installing,SolarMount [3.1.]SolarMount rail components................................................14 [3.2.]Installing SolarMount with top mounting clamps...............................15 [3.3.]Installing SolarMount with bottom mounting clips ..............................21 [3.4jInstalling SolarMount with grounding clips and lugs............................25 mmmm mmmm U N I RAC A HILTI GROUP COMPANY Untrac welcomes mput concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. :I°U N'I RA( unirac Code-Compliant Installation Manual SolarMount L Installer's Responsibilities Please review this manual thoroughly before installing your SolarMount is much more than a product. SolarMount system. It's a system of engineered components that can be assembled This manual provides(1)supporting documentation for into a wide variety of PV mounting structures.With building permit applications relating to Unirac's SolarMount SolarMount you'll be able to solve virtually any PV module Universal PV Module Mounting system,and(2)planning and mounting challenge., assembly instructions for SolarMount It's also a system of technical support:complete installation SolarMount products,when installed in accordance with and code compliance documentation,an on-line SolarMount this bulletin,will be structurally adequate and will meet Estimator,person-to-person customer service,and design the structural requirements of the IBC 2009,ASCE 7-05 assistance to help you solve the toughest challenges. and California Building Code 2010(collectively referred to . This is why SolarMount is PV's most widely used mounting as"the Code").Unirac also provides a limited warranty on system. SolarMount products(page 26). The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof,its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation.Parameters, such as snow loading,wind speed, exposure and topographic factor should be confirmed _with the local building official or a licensed professional engineer. Ng, 2 SolarMount Unirac Code-Compliant Installation Manual W U N I RAC Part I. Procedure to Determine the Design Wind Load [1.1.] using the simplified Method -ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2009. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the pnet(psf)=AICztl pnet3o Simplified Method,for calculating the Design Wind Load for pressures on components and cladding in this document. pnet(psf)=Design Wind Load The method described in this document is valid for flush,no tilt,SolarMount Series applications on either roofs or walls. A=adjustment factor for building height and exposure category Flush is defined as panels parallel to the surface(or with no &t=Topographic Factor at mean roof height,h(ft) more than 3"difference between ends of assembly)with no more than 10"space between the roof surface,and the bottom I=Importance Factor of the PV panels. This method is not approved for open structure calculations. p,,et3o(psf)=net design wind pressure for Exposure B,at height= Applications of these procedures is subject to the following 30 feet,I=1.0 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Basic Wind Speed=V(mph),the largest 3 second gust of wind in Distributor. the last SO years. 2.The building must be enclosed,not an open or partially enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof height 3.The building is regular shaped with no unusual geometrical for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Roof Pitch(degrees) 4.The building is not in an extreme geographic location such as a narrow canyon or steep cliff. This manual will help you determine: 5.The building has a flat or gable roof with a pitch less than 45 Effective Wind Area(sf)=minimum total continuous area of degrees or a hip roof with a pitch less than 27 degrees. modules being installed(Step 2) 6.If your installation does not conform to these requirements please contact your local Unirac distributor or a local Roof Zone=the area of the roof you are installing the pv system professional engineer. according to Step 3. If your installation is outside the United States or does not Roof Zone Dimension=a(ft)(Step 3) meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 Exposure Category(Step 6) [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables.Table 5 has been provided as a worksheet for be installing. This is the smallest area tributary(contributing the following 9 steps(page 8) load)to a support or to a simple-span of rail.That area is the Effective Wind Area,the total area of the fewest number of Step 1:Determine Basic Wind Speed,V(mph) modules on a run of rails.If the smallest area of continuous modules exceeds 100 sq ft,use 100 sq ft(See Table 2). If less, Determine the Basic Wind Speed, V(mph)by consulting your round down to values available in Table 2. local building department or locating your installation on the maps in Figure 1,page 4. Ng' 3 ::'U Nf I RAC unirac Code-Compliant Installation Manual SolarMount d 90(40) i 100(.15) 85 mph .(38 m/3) 190(49) 120(54) -.90 mph (40 m/s) 90 mph y (49 m/s_) 930(58) x 140(63) iy Miles per hour .. (meters per second) Figure 1.Basic Wind Speeds.Adapted and 130(58) applicable to ASCE 7-05.Values are nominal 140(63) 150(6!) 140(63) 140(63) design 3-second gust wind speeds at 33 feet 150(67) above ground for Exposure Category C. 90(40) ;, 3pecial Wind Region 100(45) ►30(58) 110(49)120(54) Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Usmg Table 1,determine the Roof Zone Dimension Length,a (ft),according to the width and height of the building on which you are installing the pv system. Table 1.Determine Roof/Wall Zone,dimension (a) according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 10 3 -3- _3_ 3 3 4 4 "4- 4_- 4-4 - 4 5 .- -6-,--- 7 - 8 I2 IYi 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 _ 20 3 3 3 `3 3 4 5 6 7 8 8 8 8 8 8 8 .12 .16 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 _. 3 3 3--_ 3 --3 4 5 6_ 7 8---9- _ 10 12_ 12, 12 12 _. 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3- 3 3 4 5 6 7 8 „ 9 10 12.$„ 15 _ 16 16 -,16 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source. ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p 41. Nge 4 SolarMount Chirac Code-Compliant Installation Manual p:'U N I RAC Step 3:Determine Roof Zone(continued) Using Roof Zone Dimension Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,wall and roofs � '. Flat Roof Hip Roof(7° < 0 <_ 27°) =`ra hha h r ., a. X'' a, Gable Roof(0 :5 7°) ,>'" Gable Roof(7° < 6 <_ 45° ov Via. Na, '" v "a., ❑ Interior Zones End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 Roofs-Zone 2/Walls-Zone 5 Roofs-Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41. Step 4:Determine Net Design Wind Pressure,Pnetso(ps) Both downforce and uplift pressures must be considered in overall design. Refer to Section II,Step 1 for applying Using the Effective Wind Area(Step 2),Roof Zone Location downforce and uplift pressures.Positive values are acting (Step 3),and Basic Wind Speed(Step 1),lookup the toward the surface.Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2,page 6. Use surface. the Effective Wind Area value in the table which is smaller than the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. Pax' 5 P ::.■U N'I RAC Llnirac Code-Compliant Installation Manual SolarMount Table 2.pnet30(pso Roof and Wall Basic: ind Speed,V(mph) 90 100 110 120 130 140 130 170 Effective ' WmdArea Zone (SO Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift,Downforce Uplift'Downforce Uplift 1 Downforce Uplift Downforce Uplift 1 10 -5.9 -14.6- 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 ' 14.3 -35.3 ' 16.5 -40.5 21.1 -52.0 1 20 5.6 -14.2' 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 (D 1 50 5.1 =13.7 ' 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1. -38.1 18.1 -48.9 2 1 100 4.7 -13.3 . 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 ' 13.0 -37.0 i 16.7 -47.6 00 d 9 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16:5 -67.9 21.1 -87.2 c 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 60.7 19.8 -78.0 c 2 50 .5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 i 14.1 -51.1 • 18.1 -65.7 `0 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 ' 13.0 743.9 16.7 -56.4 W- 3 10 5.9 ` -36.8- 7.3 -45.4 8.9 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 ,,16.5 -102.2, 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 > 14.1 -61.51 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4' -38.2 13.0 -43.9 ' 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -,-37,0 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36:0 27.3 -46.3 N 1 50 6.7 -12.5 8.2 -15.4 10.0 -18.6 ` 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 2 1 100 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 ' 14.3 -29.3 16.5 -33.6 21.1 -43.2 2 10 8.4 23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5. -48.4 ' 20.3 -56.2 :23.3 -64.5 t 30.0 -82.8 `V 2 20 7.7 -21A 9.4 -26.4 11.4 -31.9 13.6 -38.0 •16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6.7 _-18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 - 13.9 -39.4 16.1 -45.7 18.5 : -52.5_ 23.8 -67.4 r�jA 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 0 3 10 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 1 17.5 -71,6 20.3 -83.1 23.3 -95A ` 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21,3 -89.2 27.3 -114.5 3 50 6.7 -29.1 - 8.2 -36.0 10.0 -43.5 11.9 -51.8 ' 13.9 -60.8 16.1 -70.5 • 18.5 '-8 11.0 23.8 -104.0 3 100 5.9' 26.9 7.3 -33.2 8.9 -40,2 10.5 -47.9 12.4 -56.2 14.3 -65.1 ; 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6, 16.5 -18.0 19.9 21.8 23.7 -25.9 ' 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 13.0 -13.8 . 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.6 _-28.9 31.4 -33.5 36.0 -38.4 , 46.3 49.3 d 1 50 12.5 -12.8 15.4 -15.9 18.6 -19,2 ' 22.2 -22.8 26.0 -26,8 30.2 -31.1 1.34.6 -35.7 44.5 45.8 1 100 1 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 =25.2 29.3 -29.3 33.6 -33.6 ' 43.2 -43.2 a� -° 2 10 133" -17,0 16.5 -21.0 19.9 -25.5 . 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 Ln 2 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 , 31.4 -39.4 36.0. ,-45.3, 46.3 -58.1 2 5o 12.5 -15.3 15.4 -18.9 -18.6 -22.9 ;22.2 -27.2 26.6 -32.0 30.2 -37.1 34.6 42.5 44.5 -54.6 r 2 100 12.1 -14.6" 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30A 29.3 -35.3 33.6 40.5 43.2 -52.0 A � " c 3 10 `13.3 -17.0 16.5 -21.0 19.9- -25:5 23.7 -30.3 27.8 -35.6 i 32.3 -41.2 37.0 47.3'; 47.6 -60.8 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 ;23.0 -29.0 27,0 -34.0 i 31.4 -39.4 36.0 45.3 i 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 '22.2 -27.2 26.0 -32:0 ; 30.2 -37.1 . 34.6 -42.5.! 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 '21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6' -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 ! 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 : 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 '20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 ..38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 '23.2 -25.4 ` 27.2 -29.8 31.6 -34.6, 36.2 -39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5 -20.4 22.0 -24.2 , 25.9 -28.4 30.0 -33.0 .34.4 -37.8 44.2 -48.6 4 500 1 10.9 -12.1• 13.4 -14.9 16.2, -18.1 , 19.3 -21.5 22.7 -25.2 = 26.3 -29.3 .30.2 -33.6 38.8 -43.2 3 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 , 30.4 -40.7 > 35.3 -47.2 40.5 -54.2' 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 ;20.8 -27.2 24.7 -32.4 ' 29.0 -38.0 33.7 -44.0 ' 38.7 -50.5"' 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 --24.6 23.2 -29.3 27.2 -34.3 ' 31.6 '-39.8 36.2 45.7 46.6 -58.7 5 100 12.4 45.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 , 25.9 -31.6 '. 30.0 -36.7 34.4 -42.1 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 16.2" -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 Source:ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure 6-3,p.42-43. Pape 6 SolarMount Unirac Code-Compliant Installation Manual 'UNI RAC Table 3.p„eao(pso Roof Overhang Basic Wind Speed,V(mph) E(�earve _ WlndArea 140 150 170 Zone (sfl 90 100 110 120 130 2 10 -21.0 =25.9 =31.4 -37.3 =43.8 -50.8 -58.3 -74.9 d 2' 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 48.7 -55.9 -71.8 n 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 40 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -46.0 -123.4 C 3 20 -=27:1- -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 - -96.8 0 3 50 -17.3 -21.4 -25.9 -30.8 36.1 -41.9 -48.1 61.8 oC 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 d 2 10 -27.2 -33.5 -40.6 -48.3 -56.7- -65.7 =75:5 -96.9 22 20 =27.2 -33.5 -40.6 -48.3 --56.7 € -65.7 45.5 -96.9 D 2 50 -27.2 - -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 N 2 100 -271 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 +°+ 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 ; -110.6 =126.9 -163.0 n 3 20 -41.2 -50.9 -61.6 -73.3 x86.0 -99.8 -114.5 -147.1 € -85.5 -98:I -126.I -73.7c 3 50 - . . . ° 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 85.8 -110.1 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 ao 2 20 -24.0 -29.6 -35.8.: -42.6 -50.0 -58.0 -66.5 -85.5 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 63.8 82.0 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 761.7 -79.3 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 68.6 -88.1 n 3 20 -24.0 -29.6 -35.8. -42.6 -50.0 -58.0 --66.5 -85.5 e 3 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 3 100 =22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source:ASCEISEI 7-05, Minimum Design Loads for,Buildmgs and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kztt For the purposes of this code compliance document,the SURFACE ROUGHNESS CV has open terrain with scat- Topographic Factor,Kt,is taken as equal to one(1),meaning, tered obstructions having heights generally less than the installation is surrounded by level ground(less than 10% 30 feet. This category includes flat open country, slope). If the installation is not surrounded by level ground, grasslands,and all water surfaces in hurricane prone please consult ASCE 7-05,Section 6.5.7 and the local building regions. authority to determine the Topographic Factor. SURFACE ROUGHNESS D:has flat,unobstructed areas and water surfaces outside hurricane prone regions. Step 6:Determine Exposure Category(B,C,D) This category includes smooth mud flats,salt flats,and unbroken ice. Determine the Exposure Category by using the following definitions for Surface Roughness Categories. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs,and confirm your selection with the The ASCE/SEI 7-05 defines wind surface roughness local building authority. categories as follows: SURFACE ROUGHNESS B: is urban and suburban areas, wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Ng,, ;p■U N I RAI6 unirac Code-Compliant Installation Manual SolarMount Step 7:Determine adjustmentfactorfor height and Table 4. Adjustment Factor (A)for Roof Height& exposure category,A Exposure Category Using the Exposure Category(Step 6)and the roof height, Exposure h(ft),look up the adjustment factor for height and exposure in Mean roof Table 4. height(ft) B C D 15 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,1,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,Pnet(Ps>7 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnam(psf)(Step 4)by Source. ASCEISEI 7-05, Minimum Design Loads for Buildings and Other the adjustment factor for height and exposure,A (Step 7),the Structures,Chapter 6,Figure 6-3, p 44. Topographic Factor,Kzt(Step 5),and the Importance Factor,I (Step 8)using the following equation,or Table 5 Worksheet. pnet(Psf)=AKzt1 pnet30 pnet(psf)=Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pnet3o(psf)=net design wind pressure for Exposure B,at height= 30,1=1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SolarMount Series rail,rail span and foot spacing. In Part 11,use both the positive(downforce)and the negative (uplift)results from this calculation. Table 5.Worksheet for Components and Cladding Wind Load Calculation:IBC 2009,ASCE 7-05 Yanable,Desmpuan Symbol Value _ Vn t Step Reference Building h Height Building,Least Horizontal Dimension ft _ Roof Pitch - degrees Exposure Category _ _ - ___ 6 I Figure BasicWind Speed-._ V mph Effective Wind Area sf 2 Roof Zone Setback Length a ft 3 Table 1 Roof Zone Location 3 Figure 2 Net Design Wind Pressure pnet3o psf _ 4 Table 2,3 " Topographic Factor Kzt x _ 5 Adjustment factor for height and exposure category x 7 Table 4 Importance Factor I x 8 Table 5 Total Design Wind Load pnet psf _ 9 Np 8 SolarMount Chirac Code-Compliant Installation Manual C UNI RAC Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basic Wind SpeedV= gions with Basic Wind Category Category Desicnpnon Bwldmg7ype Examples 85-100 mph,and Alaska Speed,V>IOOmph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including,but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I,III,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or including,but not limited more resident patients to: Jails and Detention Facilities • Power Generating Stations • Water and Sewage Treatment Facilities • Telecommunication Centers • Buildings that manufacture or house hazardous materials Buildings and other Hospitals and other health care facilities having 1.15 1.15 structures designated surgery or emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other to: emergency shelters • Designated emergency preparedness communication, and operation centers • Power generating stations and other public utility facilities required in an emergency • Ancillary structures required for operation of Occupancy Category IV structures • Aviation control towers,air traffic control centers,and emergency aircraft hangars • Water storage facilities and pump structures required to maintain water pressure for fire suppression • Buildings and other structures having critical national defense functions Source: IBC 2009,Tahle 1604.5,Occupancy Category of Buildings and other structures,p.281;ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p.77 P•R, 9 MH U I V IRAC Llnirac Code-Compliant Installation Manual SolarMount Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SolarMount series The Total Design Load,P(psf)is determined using ASCE 7-05 rail type and rail span uses standard beam calculations and 2.4.1(ASD Method equations 3,5,6 and 7)by adding the Snow structural engineering methodology. The beam calculations Loadl,S(psf),Design Wind Load,pnet(psf)from Part I,Step 9 are based on a simply supported beam conservatively,ignoring and the Dead Load(psf).Both Uplift and Downforce Wind the reductions allowed for supports of continuous beams over Loads calculated in Step 9 of Part 1 must be investigated. Use multiple supports.Please refer to Part I for more information Table 7 to calculate the Total Design Load for the load cases. on beam calculations,equations and assumptions.If beams Use the maximum absolute value of the three downforce cases are installed perpendicular to the eaves on a roof steeper than and the uplift case for sizing the rail.Use the uplift case only a 4/12 pitch in an area with a ground snow load greater than for sizing lag bolts pull out capacities(Part II,Step 6).Use the 30psf,then additional analysis is required for side loading on following equations or Table 7. the roof attachment and beam. In using this document,obtaining correct results is P(psf)=1.OD+1.OS1(downforce case 1) dependent upon the following: 1.Obtain the Snow Load for your area from your local building P(psf)=1.OD+I-Vna(downforce case 2) official. P(psf)=1.OD+0.7SS1+0.7Spnet(downforce case 3) 2.Obtain the Design Wind Load,pnet. See Part I(Procedure to Determine the Design Wind Load)for more information on P(psf)=0.6D+1.Opnet (uplift) calculating the Design Wind Load. 3.Please Note:The terms rail span and footing spacing D=Dead Load(psf) are interchangeable in this document. See Figure 3 for illustrations. S=Snow Load(psf) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and pnet=Design Wind Load(psf)(Positive for downforce,negative Unirac racking systems. If the Dead Load is greater than 5 for uplift) psf,see your Unirac distributor,a local structural engineer or contact Unirac. The maximum Dead Load D� ) is S�based on market research and internal data. The following procedure will guide you in selecting a Unirac 1 Snow Load Reduction-The snow load can be reduced according rail for a flush mount installation.It will also help determine to Chapter 7 of ASCE 7-OS. The reduction is a function of the roof the design loading imposed by the Unirac PV Mounting slope,Exposure Factor,Importance Factor and Thermal Factor. Assembly that the building structure must be capable of Please refer to Chapter 7 ofASCE 7-OS for more information. supporting. Step 1:Determine the Total Design Load Figure 3.Rail span and footing spacing are interchangeable. Ne JUal Rai/SPa�o. L M ,• w� ro Qe�Qyo X05 rF a,. pots p'` Note:Modules must be centered symmetrically on Pap' the rails(+/-2--),as shown in Figure 3. 10 o SolarMount Llnirac Code-Compliant Installation Manual ."UNIRAC Table 7. ASCE 7ASD Load Combinations Description Variable Downrorce Case I Downrorce Case 1 Downrorce Case 3 Uplift # unit i € Dead Load D 1.0 x 1.0 x 1.0 x 0.6 x psf Snow Load S LOX + 0.75 x + ` psf Design Wind Load Pnet 1.0 x + 0.75 x + 1.0 x - psf Total Design Load P 3 psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail Span/L-Foot spacing W(PID Using the distributed load,w,from Part II,Step 2,look up the Determine the Distributed Load,w(plf),by multiplying the allowable spans,L,for each Unirac rail.type,SolarMount(SM) module length,B(ft),by the Total Design Load,P(psf)and and SolarMount Heavy Duty(HD). dividing by two.Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module The L-Foot SolarMount Series Rail Span Table uses a single is supported by two rails. L-foot connection to the roof,wall or stand-off. Please refer to w=PB/2 the Part III for more installation information. w=Distributed Load(pounds per linearfoot,plf) B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Table 8.L-Foot SolarMount Series Rail Span SM-SolarMount HD-SolarMount Heavy Duty Span Distributed Load ounds/linearfoot) (R) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 2 SM SM SM SM . SM SM SM 'SM SM SM SM SM SM SM SM SM 2.5 SM 5M SM SM 5M SM SM SM SM' SM SM SM` SM HR° 3 SM SM SM SM SM SM SM SM' SM SM SM I: H6 _'-HEl HD Hp`' HD, 35 SM SM SM SM SM SM SM SM ° SM SM .. 'HD HD.' -HD ., HD_A 4 SM sM SM SM ° SM SM SM SM SM —HD :: HD- HD " HD 4_ 45 SM SM 5M SM SM SM SM SM HD HD w .HD` 5 SM 'SM °SM 5M 5M SM SM SM HD HD HD, t 55 SM SM sM SM SM SM SM HD HD HD > 6 SM SM SM ° SM SM SM =. SM H[) Hb 65 SM SM SM SM SM SM SM i' HD HD 7 SM 5M SM 5M 5M SM ' fib HD 75 SM SM' - .SM SM SM SM HD r. HD ! 8 SM 'sm SM SM,* SM SM '° HD << FID € 8.5 SM SM SM SM SM HD ,"HD 9 SM 5M SM SM i HCl HD HD. 95 SM SM SM SM HD:eHD HD 10 l0 SM 5M SM HD i0 -10 10.5 SM SM SM :HD,r HD `'°OD I I SM SM .,HD :;HD,' ^; "P- V HE) 115 SM ^'`HDA H© FHb °- HD "HD °. 12 5M 'lip HD ° HD- HP HD. raar 11 :'■■'UNI RAC unirac Code-Compliant Installation Manual SolarMount Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(lbs), Selecting a span and rail type affects the price of your at each connection based on rail span installation. Longer spans produce fewer wall or roof When designing the Unirac Flush Mount Installation,you penetrations.However,longer spans create higher point load must consider the downforce Point Load,R(lbs)on the roof forces on the building structure. A point load force is the structure. amount of force transferred to the building structure at each The Downforce,Point Load,R(lbs),is determined by connection. multiplying the Total Design Load,P(psf)(Step 1)by the Rail It is the installer's responsibility to verify that the building Span,L(ft)(Step 3)and the Module Length Perpendicular to structure is strong enough to support the point load the Rails,B(ft)divided by two. forces. R(lbs)=PLB/2 R=Point Load(lbs) P=Total Design Load(psf) L=Rail Span(ft) B=Module Length Perpendicular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case 1,2 or 3): P psf Step I Module length perpendicular to rails: B X ft Rail Span: L x ft Step 4 /2 Downforce Point Load: R lbs J " Pape 12 SolarMount Unirac Code-Compliant Installation Manual nol--UNI RAC Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 11.Uplift Point Load Calculation Total Design Load(uplift): P psf Step I Module length perpendicular to rails: B x ft Rail Span: L x ft Step 4 /2 Uplift Point Load: R lbs Table 12 Lag pull-out(withdrawal)capacities(lbs)in typical roof lumber(ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Specific ss14-shaft Force,R(lbs),requirements. * Divide the uplift pointload(from gravity per inch thread depth Table 11)by the withdrawal capacity in the 2nd column of Douglas Fir,Larch 0.50 266 Table 12. This results in inches Douglas Fir,South 0.46 235 of 5/16 lagbolt embedded thread g depth needed to counteract the Engelmann Spruce,Lodgepole Pine uplift force.If other than lag (MSR 1650 f &higher) 0.46 235 bolt is used(as with a concrete or steel),consult fastener mfr Hem,Fir,Redwood(close grain) 0.43 212 documentation. Hem,Fir(North) 0.46 235 Thread It is the installer's responsibility Southern Pine 0.55 307 depth to verify that the substructure Spruce,Pine,Fir 0.42 205I and attachment method is L strong enough to support the Spruce,Pine,Fir I maximum point loads calculated (E of 2 million psi and higher according to Step 5 and Step 6. grades of MSR and MEL) 0.50 266 Sources:American Wood Council,NDS 2005,Table 11.2A,11.3.2A. Notes:(I)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to spec fly lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. �xP 13 OM mumu RAC Unirac Code-Compliant Installation Manual SolarMount Part III. Installing SolarMount The Unirac Code-Compliant Installation Instructions support applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SolarMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. [3.1.] SolarMount rail components i 4,11Al Figure 4.SolarMount standard rail components. ® Rail —Supports PV modules. Use two per row of lock washer for attaching L-foot. Flashings:Use one per modules. Aluminum extrusion,anodized. standoff. Unirac offers appropriate flashings for both standoff types. © Rail splice—Joins and aligns rail sections into single Note:There is also a flange type standoff that does not length of rail. It can form either a rigid or thermal require an L-foot. expansion joint,8 inches long,predrilled. Aluminum O Aluminum two-piece standoff(optional)(4"and 7") — extrusion,anodized. Use one per L-foot. Two-piece:Aluminum extrusion. Includes 3/8"x 3/4"serrated flange bolt with EPDM ® Self-drilling screw—(No.10 x3/4") —Use 4 per rigid washer for attaching L-foot,and two 5/16"lag bolts. splice or 2 per expansion joint. Galvanized steel. O Lag screw for L-foot(5/16")—Attaches standoff to rafter. QL-foot—Use to secure rails either through roofing material to building structure or standoffs. Refer to Top Mounting Clamps loading tables for spacing.Note:Please contact Unirac for use and specification of double L-foot. Top Mounting Grounding Clips and Lugs ® L-foot bolt(3/8" x 3/4") —Use one per L-foot to secure rail to L-foot. Stainless steel. Installer supplied materials: 0 Flange nut(3/8")—Use one per L-foot to secure rail to Lag screw for L-foot—Attaches L-foot or standoff to L-foot. Stainless steel. rafter.Determine the length and diameter based on pull- out values. If lag screw head is exposed to elements,use stainless steel. Under flashings,zinc plated hardware is OFlattop standoff(optional) (3/8") —Use standoffs to adequate. increase the height of the array above the surface of the roof or to allow for the use of flashings. Use one per Waterproof roofing sealant—Use a sealant appropriate L-foot. One piece:Service Condition 4(very severe) to your roofing material.Consult with the company zinc-plated-welded steel. Includes 3/8"x 3/4'bolt with currently providing warranty of roofing. Pax• 14 SolarMount Unirac Code-Compliant Installation Manual s'U N I RAC [3.2.] Installing SolarMount with top mounting clamps This section covers SolarMount rack assembly where the installer has elected to use top mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. Mid Clamp w fr i End Clamp I L-foot SolarMount Rail ` ry ' SolarMdunt Rail Figure 5.Exploded view of a flushmount installation mounted with L feet. Table 13.Wrenches and torque All top down clamps must be installed with anti- seize to prevent galling and provide uniformity Wrench Recommended in clamp load. UniRac Inc recommends Silver size torque(ft-lbs) Grade LocTite Anti-Seize Item numbers:38181,. 80209,76732,76759,76764,80206,and 76775,or %,"hardware '/�e' I 0 A equivalent. 1/4"-20 hardware used in conjunction '/a" hardware lzC 30 with-top down clamps must be installed to 10 ft-lbs Torques are not designated for use wrth wood connectors of torque. When using UGC-1,UGC-2,WEEB 9.5 and WEEB 6.7,1/4"-20 hardware must be installed to 10 ft-lbs of torque. Additionally,when used with a top down clamp,the module frame cross section must be boxed shaped as opposed to a single,1-shaped member.Please refer to installation supplement 910: Galling and Its Prevention for more information on galling and anti-seize and installation manual 225: Top Mounting Unirac Grounding Clips and WEEBLugs for more information on Grounding Clips." Ng, 15 was SolarMount RAC Unirac Code-Compliant Installation Manual SolarMount [3.2.1] Planning your SolarMount installations The installation can be laid out with rails parallel to the rafters The width of the installation area equals the length of one or perpendicular to the rafters. Note that SolarMount rails module. make excellent straight edges for doing layouts. The length of the installation area is equal to: Center the installation area over the structural members as • the total width of the modules, much as possible. • plus 1 inch for each space between modules(for mid- Leave enough room to safely move around the array during clamp), installation.Some building codes require minimum clearances around such installations,and the user should be directed to • plus 3 inches(11/a inches for each pair of end clamps). also check The Code'. Peak i Low-profile Lu High-profile mode mode Gutter Figure 6.Rails maybe placed parallel or perpendicular to rafters. �xP , 16 o SolarMount Llnirac Code-Compliant Installation Manual "IF U N I RAC [3.2.2] Laying out L-feet L-feet(Fig.7)can be used for attachment through existing roofing material,such as asphalt shingles,sheathing or sheet metal to the building structure. ` Use Figure 8 or 9 below to locate and mark the position of the L-feet lag screw holes within the installation area. If multiple rows are to be installed adjacent to one another,it m, is not likely that each row will be centered above the rafters. Figure 7 Adjust as needed,following the guidelines in Figure 9 as closely as possible. –. Overhang 33%L max �-Foot spacing/—� Rail S an"L" _ II I� II � I I , 1 II II II II I I i � � � I I, 1/2-13/4" II I Note:Modules must be Lower roof edge Rafters centered symmetrically on the g (Building Structure) rails(+/-2). Figure 8.Layout with rails perpendicular to rafters. Installing L-feet: Drill pilot holes through the roof into the V/2 13/4" center of the rafter at each L-foot lag screw hole location. P/2-13/414- , I i II u I Squirt sealant into the hole,and on the shafts of the lag screws. Seal the underside of the L- _= feet with a suitable sealant.Consult with thef company providing the roofing warranty. i 1' it I Fdot spacing/ Securely fasten the L-feet to the roof'with I 7 t -- II ail Span,L\ I the lag screws. Ensure that the L-feet face as I II II shown in Figure 8 and 9. For greater ventila- I II II tion,the preferred method is to place the II single-slotted square side of the L-foot against the roof with the double-slotted side perpen- Lower roof edge L11 " Overhang 33%L max dicular to the roof. If the installer chooses to mount the L-foot with the long leg against the roof,the bolt slot closest to the bend must be Rafters(Building Structure) Note:Modules must be used. centered symmetrically on the rails(+/-2"). Figure 9.Layout with rails parallel to rafters. Ng' 17 man U N I RACo Unirac Code-Compliant Installation Manual SolarMount [3.2.3] Laying out standoffs Standoffs(Figure 10)are used to increase the height of the w <� array above the surface of the roof. Pair each standoff with a % flashing to seal the lag bolt penetrations to the roof. 1 ." Use Figure 11 or 12 to locate and mark the location of the standoff lag screw holes within the installation area. Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff Figure lo.Raised flange standoff(left) base lies flat on the underlayment,but remove no more mate- and flat top standoff used in conjunction rial than required for the flashings to be installed properly. with an L foot. The standoffs must be firmly attached to the building structure. If multiple high-profile rows are to be Overhang 33%L max �-I I Foot spacing/ I installed adjacent to each other,it may not Rail Span,_L !' be possible for each row to be centered above the rafters. Adjust as needed,following the guidelines of Fig.12 as closely as possible. Installing standoffs: Lower roof edge Drill 3/16 inch pilot holes through the �--- Rafters—r underlayment into the center of the rafters at (Building Structure) each standoff location. Securely fasten each standoff to the rafters with the two 5/16"lag Note:Modules must be centered symmetrically on the rails screws. (+/-2"). Ensure that the standoffs face as shown in Figure 11. Layout with rails perpendicular to rafters.perpendicular to rafters. Figure 11 or 12. Unirac steel and aluminum two-piece standoffs(1-5/8"O.D.)are designed for collared flashings available from Unirac. Install and seal flashings and standoffs �I using standard building practices or as the i { company providing roofing warranty directs. _T_ G 3 a y Foot spacing/ 3/e" — -' =RR001 Span"L" — I Overhang 33%L,max Lower roof edge I _ Rafters(Building Structure) Note:Modules must be centered symmetrically on the rails (+/-2*). Figure 12.Layout with rails parallel to rafters. Pape 18 SolarMount Chirac Code-Compliant Installation Manual W U N I RAC [3.2.4] Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will cause bolts to bind as they slide in the slots. i Installing Splices:If your installation uses SolarMount splice bars,attach the rails together(Fig.13)before mounting the rails to the footings. Use splice bars only with flush installations or those that use low-profile tilt legs. Although structural,the joint is not as strong as the rail itself.A rail should always be supported by more than one footing on both sides of the splice.(Reference installation manual 908,Splices/Expansion Joints.) Figure 13.Splice bars slide into the footing bolt slots of SolarMount rail sections. Mounting Rails on Footings:Rails may be attached to either of two mounting holes in the L-feet(Fig.14). Mount in the lower hole for a low profile,more aesthetically pleasing installation. Mount in the upper hole for a higher profile,which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Clamping � ,,- Slide the%-inch mounting bolts into the footing bolt slots. Loosely attach bolt slot the rails to the footings with the flange nuts. , ' Ensure that the rails are oriented to the footings as shown in Figure 8,9, ''" Mounting 11,or 12,whichever is appropriate. slots Footing Aligning the Rail End:Align one pair of rail ends to the edge of the bolt slot installation area(Fig.15 or Fig.16). The opposite pair of rail ends will overhang the side of the installation area.Do not trim them off until the installation is complete. If the rails are perpendicular to the rafters(Fig.15),either end of the rails Figure 14.Foot-to-rail splice attachment can be aligned,but the first module must be installed at the aligned end. If the rails are parallel to the rafters(Fig.16),the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after alignment is complete(20 ft lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within a few hours if module placement is delayed. Edge of installation area n � til 4,. p" Edge of installation area Figure 1S.Rails perpendicular to the rafters. Figure 16.Rails parallel to the rafters. P�" 19 ::'U]V�RAC Chirac Code-Compliant Installation Manual SolarMount [3.2.5] Installing the modules Pre-wiring Modules:If modules are the Plug and Play type, no pre-wiring is required,and you can proceed directly to n "Installing the First Module"below. �I If modules have standard J-boxes,each module should be pre-wired with one end of the intermodule cable for ease of `r installation. For safety reasons,module pre-wiring should not be performed on the roof. _ Leave covers off J-boxes. They will be installed when the — ice modules are installed on the rails. Z J-boxes Installing the First Module:In high-profile installations,the best practice would be to install a safety bolt(1/4"-20 x 1/2")and Figure 17 flange nut(both installer provided)fastened to the module bolt slot at the aligned(lower)end of each rail. It will prevent the Module frame lower end clamps and clamping bolts from sliding out of the rail 1/2"minimum slot during installation. L.- If there is a return cable to the inverter,connect it to the first ( 1/4"module bolt module. Close the J-box cover. Secure the first module with and flange nut T-bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps(Fig.18). _._. Finger tighten flange nuts,center and align the module as ��Rail needed,and securely tighten the flange nuts(10 ft lbs). End clamp Installing the other Modules:Lay the second module face Figure 18 down(glass to glass)on the first module. Connect intermodule cable to the second module and close the J-box cover. Turn the € second module face up(Fig.17). With T-bolts,mid-clamps and Module frames flange nuts,secure the adjacent sides of the first and second modules. Align the second module and securely tighten the flange nuts(Fig.19). 1/4"module bolt For a neat installation,fasten wire management devices to rails and flange nut with self-drilling screws. t _ Repeat the procedure until all modules are installed. Attach the - ` Rail outside edge of the last module to the rail with end clamps. Trim off any excess rail,being careful not to cut into the roof. Mid clamp Allow half an inch between the end clamp and the end of the rail (Fig.18). Figure 19 High-lipped module Spacer 77:aLow-lipped module (cross section) (cross section) SolarMount rail SolarMount rail Figure 20.Mid clamps and end clamps for lipped-frame modules are identical. A spacer for the end clamps is necessary only if the lips are located high on the module frame. Page 20 I No SolarMount Unirac Code-Compliant Installation Manual : U N I RAC [3.3] Installing SolarMount with bottom mounting clips This section covers SolarMount rack assembly where the installer has elected to use bottom mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. FV modules{face dove, So[or,btcunt rcfl< i c=ooling bol,slot M r° ti 3ottorn mounting clip Figure 21.SMR and CB components Table 14. Wrenches and torque Wrench Recommended Stainless steel hardware can seize up,a process size torque(ft-lbs) called galling. To significantly reduce its likelihood,(1)apply lubricant to bolts,preferably %'" hardware %b"" 10 an anti-seize lubricant,available at auto parts '/s'hardware 'fib 30 stores, (2)shade hardware prior to installation, Note-Torque specifications do not apply to lag boh and(3)avoid spinning on nuts at high speed. connections See Installation Supplement 910,Galling and Its Prevention,atwww.unirac.comc a Payr 21 m U RAC Unirac Code-Compliant Installation Manual SolarMount [3.3.1] Planning the installation area Distance between 14-- lag bolt centers Decide on an arrangement for clips,rails,and L-feet(Fig.22). 2i23/ Use Arrangement A if the full width of the rails contacts the Distance between module mounting holes module. Otherwise use Arrangement B. 1 � Caution:If you choose Arrangement B,either PV module I (1)use the upper mounting holes of the L feet or (2)be certain that the L feet and clip positions don't Module bolt Clip—/� conflict. ! Rail--y- If rails must be parallel to the rafters,it is unlikely that they can be spaced to match rafters. In that case,add structuralI.-toot r, supports-either sleepers over the roof or mounting blocks Lag bolt _ beneath it. These additional members must meet code;if in doubt,consult a professional engineer. Distance between lag bolt CentElS Never secure the footings to the roof decking alone. Such an y2-�/8" . -. -'/2 /a�� arrangement will not meet code and leaves the installation Distance between and the roof itself vulnerable to severe damage from wind. module mounting holes Leave enough room to safely move around the array during i installation. The width of a rail-module assembly equals the length of one module. Note that L-feet may extend beyond a the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the modules. Figure 22.Clip Arrangements A and B Pape 22 i SolarMount Unirac Code-Compliant Installation Manual p•■•U N I RAC [3.3.2] Laying out the installing L-feet L-feet are used for installation through existing low profile roofing material,such I I as asphalt shingles or sheet metal. They are also used for most ground mount installations. To ensure that the L-feet will I I Install I! be easily accessible during flush installation: Second • Use the PV module mounting holes nearest the ends of the modules. SolarMouht Rails • Situate the rails so that footing bolt slots face outward. The single slotted square side of the L-foot must always lie against the roof with the Insta First double-slotted side perpendicular to the roof. Foot spacing(along the same rail)and rail Lower I I overhang depend on design wind loads. roof Rafters Install half the L-feet: edge • If rails are perpendicular to rafters (Fig.23),install the feet closest to Figure 23.Layout with rails perpendicular to rafters. the lower edge of the roof. If rails are parallel to rafters (Fig.24),install the feet for one of the rails,but not both. For the L-feet being installed now,drill pilot holes through the roofing into the center of Raftersv Install L-Feet the rafter at each lag screw hole location. First ' Squirt sealant into the hole and onto the .a "" shafts of the lag screws. Seal the undersidef of the L-feet with a sealant. Securely fasten, s t the L-feet to the building structure with the lag screws. Ensure that the L-feet face as shown in Figure 23 or Figure 24. Hold the rest of the L-feet and fasteners 4: #x aside until the panels are ready for the installation. t #S ' #r 4t aF ' 3s dt xx at e - xa Rr Blocks Install L-Feet Second Figure 24.Layout with rails parallel to rafters. Page 23 H U V RAe Unirac Code-Compliant Installation Manual; SolarMount r [3.3.3] Attaching modules to the rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig.21,page 22). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes,following the arrangement you selected earlier. Assemble the clips,mounting bolts,and flange nuts. Torque the flange nuts to 10 foot-pounds. [3.3.4] Installing the module-rail assembly Bring the module-rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the CIIP slots. slots Consider the weight of a fully assembled panel. Unirac recom- Mounting mends safety lines whenever lifting one to a roof. slots Align the panel with the previously installed L-feet. Slide 3/8 Flange inch L-foot mounting bolts onto the rail and align them with Footing r �, nut the L-feet mounting holes. Attach the panel to the L-feet and bolt slot �7 finger tighten the flange nuts. Alto Rails may be attached to either of two mounting holes in the footings(Fig.25). • Mount in the lower hole for a low,more aethetically Figure 25.Leg-to-rail attachment pleasing installation. • Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel-as needed to fit the installa- tion area. Slide the remaining L-feet bolts onto the other rail, attach L-feet,and finger tighten with flange nuts. Align L-feet with mounting holes previously drilled into the roof. Install lag.bolts into remaining L-feet as described in"Laying out and installing L-feet"above. Torque all footing flange nuts to 30 foot-pounds. Verify that all lag bolts are securely fastened. rax• 24 SolarMount UniRac Code-Compliant Installation Manual UNORAC® [3.4] Installing SolarMount with grounding clips and lugs Clips and lugs are sold separately. UGC-1 Top " mounting i clamps Module (j( _ T-bolt- Nibpus `^ Figure 26.Slide UGC-1 grounding UGC-1 clip into top mounting sloiofrail. —T I Torque modules in place on top of Conforms tom _ clip.Nibs will penetrate rail.anod- UL Standard 467 %____. • ization and create grounding path- a. through rail(see Fig.3,reverse side). SolarMount®rail(any type) 4 UGL UGI. N Figure 27.Slide i!a-inch hexhead bolt into top mouning slot of any c•• SolarMount®rail(standard,HD, Serrations _A �..,� or light).Secure nut with 7/16-inch crescentwrenchwithsufficient torque for lug serrations to penetrate anodized surface of raiL SolorMount®rail(any type) Figure 28.Place grouding clips, ¢ lugs,and copper wire(6-10 AWG). Place a loop in the wire around splices to prevent tension.Be sure wiring between rails is not taut. t KEY ❑ PV module SolarMount rail(any type) Q Rail splice X Grounding lug Grounding clip Copper wire Single grounding Alternate wiring wire for entire array for in-line splices F.p 25 U N I RAC Unirac Code-Compliant Installation Manual SolarMount Warranty Information See http://www.unirac.com for current warranty documents and information. 0 N I RAC 1411 Broadway Boulevard NE Page on U Albuquerque NM 87102-1545 USA 26 PAGE 51 LEAV _ POWER DISTRIBUTION CU9AL BUG•BITESTM u 90°C Insulation Piercing Connectors LISTED .. � Eliminates need for conductor insulation stripping � y No taping required after installation E;. For copper to copper, copper to aluminum, or aluminum to aluminum applications I'' . ;.. For use on insulated conductor only IPC SERIES NAED CATALOG WIRE RANGE TORQUE CTN EST.SHIPPING NUMBER NUMBER MAIN TAP VOLTS BOLTS FT-LBS QTY WEIGHT(lbs) UNIT � ^ r" 13110 IPC 1002 1/0-8 2-8 300 1 16 12 2.63 CTN s _ 13107 *IPC 4006 4/0-4 6-14 600 1 13 12 1 90 CTN 13108 *IPC 4020 4/0-2 2/0-6 600 1 25 12 408 CTN 13109 *IPC 2540 250-1 410-6 600 1 30 6 417 CTN 13113 IPC 3540 350-4/0 4/0-10 300 1 25 6 4.17 CTN 13114 IPC 3535 350-4/0 350-4/0 300 2 25 6 763 CTN 1 13116 tIPC 5012 500-250 10-12 300 1 25 4 2.85 CTN 13104 *IPC 5025 500-250 250-4 600 1 55 4 406 CTN 13105 *IPC 5050 500-300 500-250 600 1 75 1 2.64 EA CAUTION 13106 *IPC 7550 750-500 500-350 600 1 75 1 262 EA Use Bug-Bites on *600 Volts,balance 300 Volts(for 480V grounded Y systems) insulated cable only! t Not CSA certified Do not install on bare cable Dual-Rated USIL GUTTER TAP CONNECTORS UL t, F4 600 90AC High strength aluminum alloy 6061-T6,tin-plated LISTED Lay-in designed main conductor remains continuous dCD Tap parallel or perpendicular to main GP SERIES NAED CATALOG CONDUCTOR RANGE APPROX.DIMENSIONS(IN) CTN EST.SHIPPING NUMBER NUMBER MAIN TAP H W L QTY WEIGHT(lbs) UNIT 13117 GP 2* 2-12 4-12 SOL 7/8 5/8 125/& 24 143 CTN 13118 GP 10 1/0-2 1/0-12 SOL 1 3/4 13/4 12 1.19 CTN 13119 GP 250 250-1/0 250-6 15he 1'/,4 2'/32 12 254 CTN 13121 GP 350 350-4/0 350-6 1'/+e 1'/. 2'/+e 6 2.75 CTN For copper-to-copper, 13122 GP 500 500-350 500-2 13/4 13/8 3'/e 6 310 CTN copper-to-aluminum, 13123 GP 750 750-500 500-2 2 1'/2 33le 1 3 1 2.5 CTN aluminum-to-aluminum *GP2 has slotted screws. Oxide-inhibitor is recommended for added corrosion protection 600V 90°C For indoor use only Snap-on insulating covers for use with GP connectors GPC SERIES NAED CATALOG FOR USE WITH APPROX.DIMENSIONS(IN) CTN EST.SHIPPING NUMBER NUMBER CONNECTOR COLOR H W L QTY WEIGHT(Ibs) UNIT 13137 GPC 2 GP2 YELLOW 1'/54 129/32 Vh2 12 046 CTN 13138 GPC 10 GP1/0 GRAY 114 25/32 2% 6 036 CTN I¢rrffr frebN 13140 GPC 250 GP250 RED 15/e 2'!e 3'he 6 0.40 CTN IN 13141 GPC 350 GP350 YELLOW 13/4 33/16 33/4 3 042 CTN 13142 GPC 500 GP500 BLUE 23/32 35/,6 43/a 3 0.46 CTN 13134 GPC 750 GP750 ORANGE 2"/32 3'/,e 45/5 3 065 CTN www greaves-usa com 11 Heritage Park,Clinton,CT 06413*Phone 860-664-4505;Fax 860-664-4546 TOLL FREE 1-800-243-1130(Outside CT)