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Rill f0�' G fco Town of Southold 11/24/2015 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37919 Date: 11/24/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 4302 Wunneweta Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-14-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/29/2015 pursuant to which Building Permit No. 39846 dated 6/5/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Pallante,Nicholas&Pallante,Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39846 11/5/2015 PLUMBERS CERTIFICATION DATED 77 Authorized Signature �SOFFu�K TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39846 Date: 6/5/2015 Permission is hereby granted to: Pallante, Nicholas & Pallante, Barbara 371 Cameo Dr Massapequa, NY 11758 To: Installation of roof mounted solar panels as applied for. At premises located at: 4302 Wunneweta Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-14-30 Pursuant to application dated 5/29/2015 and approved by the Building Inspector. To expire on 12/4/2016. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 c Building ector 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 forth). 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 1/10 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)cion-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building.and unusuiil natural or topographic features. 2. A properly eompleted 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. Certificaie of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling 550.00, 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- $100.00 3. Copy of Certificate of.Occupahcy-$.25 4, Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 5/13/15 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 4302 Wunnew®ta Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Nicholas Pallante Suffolk County Tax Map No 1000,Section 111 Block 14 Lot 30 Subdivision Filed Map. Lot: Permit No. (0 Date of Permit. Applicant: GreenLogic LLC Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted:$ plicant Signature ®F SO(/jy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A �Q roger.riche rt(-town.southoId.ny.us Southold,NY 11971-0959 ®l�C®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nicholas Pallante Address: 4302 Wunneweta Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 39846 Section: 111 Block: 14 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic LLC License No: 43858-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: 11.055 watts Roof Mounted Photovoltaic System to Include, 33- Sunpower SPR-335 Panels,2-SMA 5000 Inverters,2-DC Disconnects,1-AC Disconnect,Combiner Box Notes: Inspector Signature: Date: November 5, 2015 Electrical 81 Compliance Form.xls C® OF SOUTy�Io K. +� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION,- ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION. [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: //(off DATE INSPECTOR Pacifico Engineering PC _ __ _ Engineering Consulting 700 Lakeland Ave, Suite 2B C Ph: 631-988-0000 Bohemia, NY 11716 - P Fax: 631-382-8236 www. acificoen Ineerin com --C' IIV E G c solar acificoen Ineerin com P 9� 9• � @P 9� 9• November 4, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Nicholas Pallante Section: 111 4302 Wunneweta Road Block: 14 Cutchogue, NY 11935 Lot: 30 1 have reviewed the solar energy system installation at the subject address.The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice,with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer F 14EW co v �� 0 6 ro\ Ralp C F I Engineer NY 06 GE04744306 FIELD I-MYORT DA.Tg CO S FOUND,A IOX(IST) FOU,[M4nQN(2ND) ROUGH FR. C, & PLUMBING IMULATSON PE1k N.Y. �y STATE ENEI2:GY 00m, FINAL � E4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20� Storm-Water Assessment Form Contact: Approved ,20 Mail to: GreenLogic LLC Disapproved a/c 425 County Road 39A,Southampton, NY 11968 Phone: 631-771-5152 Expiration � D� 1 'ldi gInspector MAY 2 9 2015 APPLICATION FOR BUILDING PERMIT Date May 13 .5 2015 IF)G ['C'rr INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. reenLogic LLC (SigMatare of applicant or name,if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician,plumber or builder Contractor Name of owner of premises Nicholas Pallante (As on the tax roll or latest deed) If applicant is a c rporation, signature of duly authorized officer (Na and title of corporate officer) Builders License No. 40227-H Plumbers License No. N/A Electricians License No. 43858-ME Other Trade's License No. N/A 1. Location of land on which proposed work will be done: 4302 Wynneweta Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 111 Block 14 Lot 30 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 Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO 4302 Wunneweta Road 14.Names of Owner of premises Nicholas Pallante Address Cutchoque, NY 11935 Phone No. 516-639-3060 Name of Architect Pacifico Engineering, P.C. _AddresPO Lakeland Ave,Bohemia,NYphone No 631-988-0000 Name of Contractor GreenLogic LLC Address425 County Road 39A Phone No. 631-771-5152 Southampton, NY 11968 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 X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nesim Albukrek being duly sworn,depot;es and says that(s)he is the applicant (Name of individual signing contract)above named, (SjHe 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this --- oP_7 day of 1413 E4 2015 6ukLw, old-PSL N ary Public Signature of Applicant BARBARA A.CASCIOTTA Notary Public, State of New York No.01-CA4894969 Qualified in Suffolk County Commission Expires May 111.2019 Scott A. Mussell ;��°�� 4 ST(O�IEbI�\41WA\TE K SUPERVISOR MANAGEMENT T SOUTHOLD TOWN HALL-P.O.Bok 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Towyn of Southold O,f; CHAPTER 236 - STORMWATER MANAGEMENT WORK SKEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS (PROJECT 1(Ny®LVE ANY '®l± THE (FOLLOWING: Yes NO (CHECK ALL THAT APPLY) ❑❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ x❑'C, Site preparation on slopes which exceed 1,0 feet vertical rise to 100'feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, 'bluff or coastal erosion hazard area. [Ix❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑E] 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 wcompleted Check'List Form to the Building Department wit�your Building Permit Application. APPLICANT• (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Wstrict NAME: GreenLogic LLC (Nesim Albukrek) 111 14 30 e.11� •� Section Block Lot ° BUILDING MPARTMENT"lik ONLY**** Contact'Informatlon 631-771-5152 2�-( rrefept..N—bM �( n Reviewed,By: - - — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit. �W-D' UX)nf1P,walek 1. Stormwater Management Control,Plan Not Required. i N\1 I I q5'115 i El Stormwater Management Control,Plan is Required. (Forward to,Englneering Department for Review.) FORMi * SMCP-TOS MAY 2014 r pf SO�j,�,o� . Town Hall Annex , 4 Telephone(631)765-1802 54375 Main Road P.O.Box 1179 + —m etr chert�rR507�uo tl nY.us SouthoK NY 119714959 E� "vUll l�e BUR DING DEPARTMTNT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Samantha Corbett Date: 5/13/15 Company Name: GreenLo is LLC Name: Robert Skypala Incense No.: 43858-ME Address: 425 County Road 39A Southampton, NY 11968 Phone No.: 631-771-5152 JOBSITE INFORMATION: (*Indicates required information) *Name: Nicholas Pallante *Address: 4302 Wunneweta Road, Cutchogue,.NY 11935 *Cross Street: Public Street *Phone No.: 516-639-3060 Permit No.. (� Tax Map District: 1000 Section: 111 Block: 14 lot: 30 *BRIEF DESCRIPTION OF WORK(Please Print Charly) Roof mounted solar electric system. ec ' (Please Circle All That Apply) *lr,.Iob ready for Inspection: YES/ Rough in F nal !Do you need a Temp Certificate: O/ NO Temp Information(If needed) - *Service Size: 1 Phase ' 3Phase 100 150 200 30Q 350 400 • Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 0.( 82-Request forinspecGon Form Lub , ENERGY May 18, 2015 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Nicholas Pallante who has engaged us to install a roof mounted solar photovoltaic (PV) electric system for his home at 4302 Wunneweta Rd, Cutchogue, NY. In connection with this application, please find attached: • Building Permit application • Application for Electrical inspection • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 Electrical Drawings • 2 Spec. sheets of the solar panels • 2 Spec. sheets of the inverter • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for$200 ($50 Building Permit/$50 CO App/$100 Electrical App) Please let us know if you need anything else in connection with this application. Yours truly, Adu�z C- Samantha Corbett Account Manager Samantha.Corbett@Greenlogic.com 631-771-5152 ext. 107 GREEN LOGIC LLC a www Green Logic.com Tel: 877.771.4330 Fax 877 771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd 39A 200 S Service Rd., #108 Southampton, NY 11968 Rosyln Heights, NY 11577 pF SO!/l�Olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 GOWN, November 16, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Greenlogic LLC 425 County Road 39A Southampton NY 11968 Re: Pallante,4302 Wunneweta Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: Certification needed for installation of the panels 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 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39846 - Solar EL®GIC° ENERGY November 16, 2015 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 39846 Nicholas Pallante 4302 Wunneweta Rd, Cutchogue To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Electrical Compliance for the above referenced solar electric system. Please arrange to send the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Samantha Corbett ) , Account Manager Samantha.Corbett@Greenlogic.com 631-771-5152 Ext. 107 GREENLOGIC LLC o www GreenLogic com Tel: 877 771.4330 Fax 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd.39A 200 S Service Rd ,#108 Southampton, NY 11968 Rosyln Heights, NY 11577 I � ls• `� LOT 227 0/ I{yY\ 1 1YIDE NAY `\ ► RIGHT OF 356 CIS SURVEY OF "7. 0 m AM NDDFD LOT AP X14 OF ` / 007 226 NASSAU POINT / ^ a NASSAU POINT CLUB PROPERTIES, INC FILE No 156 FILED AUGUST 16, 1922 SITUATL' / CUTCHOGUE / Q TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK / S.C. TAX No 1000-111-14-30 SCALE 1"=20' / DECEMBER 16, 2009 AUGUST 31, 2011 ADDED PROPOSED DECK OCTOBER 5, 2011 REVISE PROPOSED DECK SEPTEMBER 19, 2013 UPDATE SURVEY \� NOVEMBER 13, 2013 PROPOSED HOUSE FEBRUARY 7 2014 ADDED ADDITIONAL PROP DRAINAGE APRILE.° ,2014 REVISED PER S CH 5 NOTICE. OF 03/18/2014 / / d+C / � DECEMBER 30, 2014 FOUNDATION LOCATION 4`°/ ,g AREA = 50,504 sq ft (TO TIE LINE 1,159 OC. &BULKHEAD) ✓/ 6 '/ �� / "V�Y "CERTIFIED N CHOLAS AND BARBARA PALLANTE CITIMORTGAGE, Inc ALPHA ABSTRACT N/0/FppIBE TITLE No. ALP11395 ROGER 6 COOMHE &coRtNN D 1 ><< usfz wBu las m� P/O LOT 8 1I 4� Iv I 47 03' E / NOTES 1 FLOOD ZONE INFORMATION TAKEN FROM °Is '- / // 3 FLOOD INSURANCE RATE MAP No 3610300502 H GU(as, / °I cls, 0- TEST HOLE DATA ZONE AE BASE FLOOD ELEVATIONS DETERMINED " I/ o (TEST HOLE DUG BY Mc00NAl0 fEOSCIFNCQ ON JULY 5 2013) ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0 2%ANNUAL CHANCE FLOODPLAIN TO N 79'39'30° E = M / 1 \ '1 *I"TIl Go BL GAa..r In Z I 3'y I APPROXIMAiC TIDAL WETLANDS BDBNpARY s ,3 _` / i�\\ 10 BE VERIFIED to c� x , 1 \ $�\ � � _ xx savr 1.111.L. LID _ so EFakx ONE Ta MExeR-a .P S•�4 —��a-- / x \/ 49 �y 39• e `��O J �` 'x II I o z _ In CONIC FOUNDATION / `x=DAG \ `N �O 33 30'10 E w LA G FG 4 —1 Y iz o / N 86°47 12'r E €^ i m HousEsn R ABRRAGEK M' CIA � 29 64' rn \ 1 \ I HELDI � ! iU I GPAvn 1 z„ 60 NGs G c� / \ \ ` CONC FOUNDATION xI r N .r FLAG 3\ ____�-_�/ 1 ; IJf.� •F � V 0 Is- 4) cvR �P h / W 2 / ynaG B \h� pT 246 /'/•ru— , RaED ALTS-01 OR DITON SECTION)To3 Ci THE E.YONL STATE ti P/0 L 1A7 — 71 48 To TITS SMRrY S A WCUFTO4 of DuuuON uw B2°56 58' W COPIES OF THIS sumLv MAP IOT GEAR- m• \\ B /� / S ' E—SGR—DFS AKED SEAL OR DASEO SIUL SHALL NOT BE CGISIDERED TO BE A VALLA TROE C 'g, cu+IlFlunors IrwurcO xcxccN sw,u xIIN TO � !RAG Tor H / O O TITLE a.FED GGAI R 11 BEH LF To ANON \` O`(4SLo / // (� oN01NGAMSMU DN LIS1Ep BNERE0xT0 DDE 1�YY L 'HE ASSIGIEDS OF THE LfxONC IYST- OIION CERTFIUlI0V5 ARE Na,TRANSFERABLE I6/ / r \pS*\ ( p'(/,1. FLA`/ / f'L�,1� THE EXISTENCE OF RIGHT OF WAYS \ \0 I+ J 1 O / // ANEASEMENY/NOT SHOWNTARE FHOTCGUARANTEED IF \vm \ \VI YI YYY DANCE N,TH TIE IINMIL N \ ` PREPAREDI^L= DAPPROVEDAnDAD,uED Lathan Taft Corwin III R / _N 2 \ STA DARDS FOR 71—SETS AS ES-LISHED �• \ _v_ I /f �Fy v r To Yo.xLw wRk ESS OF F Ep" �' Land Surveyor _— --_ AG gA znFr o°&q _ GJ S 'y ` Successor To Slani•y J IsaMs_n,Jr L 9 N 81•10'22, j.1 yW Jossph A Inge9no LS ' w I'll,5arvsys-SRbd�nsans- Srls Plans- C°nsbaclr°n Layoaf 81 07• 4107 PHDFTI (631)727-2090 ESL TED X090 FO NNUNC)ADDRESS? `•-FL`\`SC1S"H 0467 JomesP lllfi Ncx Y-11947 • Jamcsporl NewB.°Y16 ',k 11947 -T' . - N,- R -'W % 0, IR,b X V .4v t "V- W. 9 -4� -.: .......................................... .......... fif /S 0 M Suffolk Coun Execu ve ce o ConsumerAffairs ry VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NEWYORK 11788 DATE ISSUED: 5/25/2006 No. 40227-H mi SUFFOLK COUNTY Home Improvement Contractor License This is to certifv that MARC A CLEAN doing business as GREEN LOGIC LLC having fivnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,8tate of New York is hereb licensed to conduct business as a HOME y IMPROVEMENT CONTRACTOR,in the County of Suffolk. NOT VALID WITHOUT 00 DIEPARTMENTAL SEAL tit Y, I -0 N �kt . b AND A CURRENT CONSUNJEft AFFAIRS ID CARD Director Q-0 gg n�g W gzx; _F_ g�/ a�.NO 0 E CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) 101/30/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Brookhaven Agency,Inc. Brookhaven Agency,Inc. PHONE 631 941-4113 FAx 631 941-4405 128 Old Town Road Suite C E-MAIL brookhaven.a enc veriZon.net PO Box 850 PRODUCER East Setauket NY 11733 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: HDI-Gerling America Insurance Co. Greenlogic,LLC INSURER B Merchants Preferred Insurance Co. 425 County Road 39A,Suite 202 INSURER C: First Rehab Life Insurance Co. Southampton,NY 11968 INSURER D: INSURER E: AGCS Marine Insurance Company INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. lLT R TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY X X EGGCC000076915 01/31115 01/31/16 DAMAGE TO RENTED 100,000 CLAIMS-MADE ®OCCUR MED EXP(Any oneperson) $5,000 X XCU PERSONAL&ADV INJURY $1,000,000 X Contractual Liab GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER* PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B X ANY AUTO CAP1043565 8111114 8111115 (Ea accident) $1,000,000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ UMBRELLA LIAROCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION S $ WORKERS COMPENSATION WC STATU- FIR AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE[:] N/A E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ C NYS Disability D251202 4111113 4/11115 Statutory Limits E Installation Floater/Pro a T1MX183958282 4115114 4115115 $400,000 $1,000 Ded T DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE <NSZ> ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone*(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 203801194 GREENLOGIC LLC 425 COUNTY RD 39A STE 202 SOUTHAMPTON NY 11968 -- --- - -- - ------ - - - ------- --- -- -- - ------ ----------- —------ - -- - POLICYHOLDER CERTIFICATE HOLDER GREENLOGIC LLC TOWN OF SOUTHOLD 425 COUNTY RD 39A STE 202 I BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE `I 2226371-9 I 324327 08/11/2014 TO 08/11/2015 _ 8/15/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2226 371-9 UNTIL 08/11/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. 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NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:33393451 U-26.3 Mg "`.t.- 7777--,�\ �V 777-1 "w g Su h ffolk County Executive's Office of Consumer Affairs _A �n VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858-ME ,jylit SUFFOLK COUNTY El Master ectrician License C This is to certify that ROBERT J SKYPALA doing business as GREENLOGICLLC having given satisfactory evidence of competency,is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York. -Al esscLs ' aitional Busil_ aYF NOT VALID WITHOUT DEPARTMENTAL SEAL AN D A'CURRENT CONSUMER AFFAIRS A 11)CARD a W L Y , Direictor M 11 Ak, V, N&W77 NEW EQUIPMENT -®-__�__— e_�__ —__®__—......__.�__ EXISTING SERVICE 1201/240, 1 PFI, 3W E _ B (200A H , B B PV—SA-1A ® I—iA iB j AC--COMBINER PANEL INV-1 "® AC—CMB---1 B`••• ® {LOCATED NEAR INVERTERS) — `-' I (PV LOADS ONLY) C> AC DISCONNECT p;} - --- AC—DSC-1 • •• 2 3 INTEGRAL DC/AC DISCONNECT SWITCH I I I PV—SA-1 E3 ( I I I A 8 r -- MAIN ( ' BKR-1 J I i I I PV—SA--2A --- P,'A) i I FUSED A B 2 a INV-2 i i GKR-2 {' -- 4 - --- -}- _ I I E I I I I INTEGRAL DC/AC v i l i I I N § •• DISCONNECT SWITCH i I N I PV—SA-213 ( j i ! c i EDC a I I I I I t II I---_ . I _ _ __ _._..._.._.__......—----—.-----L SEC➢ f EXISTING —7 ---•WIRING GUTTER `s I IRREVERSIBLE SPLICE EXISTING AC PANEL PROPOSED 3-LINE ELECTRICAL DIAGRAM REVISIONS Nicholas Pallante "A . 4302 Wyn neweta Rd Cutchogue, NY 11935 2.) CHANGED INVERTERS&STRINGING ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page'l of 2 Drawing No: PALLANTE-3LD2 Revision: 2 Revised: 05/23/2015 EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION TAG TYPE, CONDUIT AWG./ EGC PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUN POWER SPR-X21-335 1-STRING OF 8-MODULES A USE-2/PV, PVC-40-1" 10/6 PV-SA-16 PHOTOVOLTAIC SUB-ARRAY SUN POWER SPR-X21-335 2-STRINGS OF 4-MODULES B THWN-2, PVC-40-1" 10/10 PV-SA-2A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-X21-335 1-STRING OF 5-MODULES C THWN-2, PVC-40-1-1/2" 6/6 D THWN-2, EMT-1-1/2" 6/6 PV-SA-2B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-X21-335 2-STRINGS OF 6-MODULES 1.)CONDUCTOR TYPES AND SIZES TO BE AD- INV-1 INVERTER SMA INVERTER, MODEL SB5000TL-US-22,240V JUSTED FOR TEMPERATURE, DISTANCE,AND BUNDLING. INV-2 IINVERTER SMA INVERTER, MODEL SB5000TL-US-22,240V 2.) ELECTRICAL CONDUIT TO BE MIN. PVC AC-CMB-1 AC COMBINER PANEL 250V, 100A, NEMA-1, 1-PH, 3-WIRE SCHEDULE 40,ADJUST FOR SITE CONDITIONS. AC-DSC-1 AC DISCONNECT, FUSED 250V,60A, NEMA-1, FUSED 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- TION METHODS TO COMPLY WITH NEC AND LO- CAL CODE REQUIREMENTS. ELECTRICAL LOAD SUMMARY DC CIRCUITS ELECTRICAL LOAD SUMMARY OP.CURRENT OP.VOLTAGE MAX.VOLTS S.S.C. AC CIRCUITS TAG @STC @STC @ T-MIN @STC VOLTAGE MAX.AC MAX. DC PV-SA-1A 5.98 A DC 389 V DC 596 V DC 6.46 A DC TAG POWER RANGE CURRENT CURRENT PV-SA-1B 11.96 A DC 192 V DC 302 V DC 12.92 A DC PV-SA-2A 5.98 A DC 241 V DC 377 V DC 6.46 A DC INV-1 5000 WATTS 211-264 VAC 22 A AC 30 A DC PV-SA-2B 11.96 A DC 289 V DC 453 V DC 12.92 A DC INV-2 5000 WATTS 211-264 VAC 22 A AC 30 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Nicholas PallanteLOGIC a R µ 4302 Wynneweta Rd :. Cutchogue, NY 11935 2) CHANGED INVERTERS&STRINGING ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: PALLANTE-3LD2 Revision: 2 Revised: 05/23/2015 NEW E ..,� EQUIPMENT --__T______:_�__ —___®__ __�..__ EXISTINGSERVICE � 120/240, 1 PI-I> 3W I 200A '� s � PV—SA-1A , © _ `A1 --0 INV AC-COMBINER PANEL € N ....... ) —1 i AC—CMB-1 I (LOCATED NEAR INVERTERS) I {PV LOADS +3NLY} �} AC DISCONNECT AC—DSC—1 N ... 2 3 _ INTEGRAL Dc/Ac DISCONNECT SWITCH PV—SA-1 B ! ! I r I I I exp-1 MAN I PV—SA-2A m M to i I FUSED A B ••••••... 1 INV-2 I I © ® ® I I I BKR-2 ® 4 N - •• 6 INTEGRAL DC/AC j I I I N DISCONNECT SWITCH I I N I PV—SA-213 C I I ! I ZGC II I I —.._.___ � _ L—__�_ __I_ _______ _ __--- : E� IEXISTING GEC #6 cul -t—WIRING GUTTER i IRREVERSIBLE SPLICE EXISTING AC PANEL PROPOSED 3-LINE ELECTRICAL DIAGRAM REVISIONS Nicholas Pallante 4302 Wynneweta Rd ' Cutcho ue NY 11935 2.) CHANGED INVERTERS&STRINGING ELIMINAT114G THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 1 of 2 Drawing No: PALLANTE-3LD2 Revision: 2 Revised: 05/23/2015 EQUIPMENT&COMPONENT SCHEDULE CONDUCTOR SCHEDULE TAG DESCRIPTION SPECIFICATION TAG TYPE,CONDUIT AWG./ EGC PV-SA-1A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-X21-335 1-STRING OF 8-MODULES A USE-2/PV, PVC-40-1" 10/6 PV-SA-1B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-X21-335 2-STRINGS OF 4-MODULES B THWN-2, PVC-40-1" 10/10 PV-SA-2A PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-X21-335 1-STRING OF S-MODULES C THWN-2, PVC-40-1-1/2" 6/6 D THWN-2, EMT-1-1/2" 6/6 PV-SA-2B PHOTOVOLTAIC SUB-ARRAY SUNPOWER SPR-X21-335 2-STRINGS OF 6-MODULES 1.)CONDUCTOR TYPES AND SIZES TO BE AD- INV-1 IINVERTER SMA INVERTER, MODEL SB5000TL-US-22, 240V JUSTED FOR TEMPERATURE, DISTANCE,AND BUNDLING. INV-2 INVERTER SMA INVERTER, MODEL SB5000TL-US-22, 240V 2.) ELECTRICAL CONDUIT TO BE MIN. PVC AC-CMB-1 AC COMBINER PANEL 250V, 100A, NEMA-1, 1-PH, 3-WIRE SCHEDULE 40,ADJUST FOR SITE CONDITIONS. AC-DSC-1 I AC DISCONNECT, FUSED 1250V,60A,NEMA-1, FUSED 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- TION METHODS TO COMPLY WITH NEC AND LO- CAL CODE REQUIREMENTS. ELECTRICAL LOAD SUMMARY DC CIRCUITS ELECTRICAL LOAD SUMMARY OP. CURRENT OP.VOLTAGE MAX.VOLTS S.S.C. AC CIRCUITS TAG @STC @STC @ T-MIN @STC VOLTAGE MAX.AC MAX. DC PV-SA-1A 5.98 A DC 389 V DC 596 V DC 6.46 A DC TAG POWER RANGE CURRENT CURRENT PV-SA-1B 11.96 A DC 192 V DC 302 V DC 12.92 A DC PV-SA-2A 5.98 A DC 241 V DC 377 V DC 6.46 A DC INV-1 5000 WATTS 211-264 VAC 22 A AC 30 A DC PV-SA-2B 11.96 A DC 289 V DC 453 V DC 12.92 A DC INV-2 5000 WATTS 211-264 VAC 122 A AC 130 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Nicholas Pallante f= 4302 Wyn n eweta Rd V a; Cutchogue, NY 11935 2.) CHANGED INVERTERS&STRINGING ELIMINATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: PALLANTE-3LD2 Revision: 2 Revised: 05/23/2015 S U N Po� E W X-SERIES SOLAR, rA MORE ENER5Y, FOR WFE7 UNMATCHED PERFORMANCE, RELIABILITY & AESTHETICS _,_ ;�$;. .���-� --°�..a,- -ms •µ;; 'q SERIES �;=-s`°�:-�„, -$:-�• .. i£i � int ia�> :fie• `` �.:::...�.,a+"`'4F„„� .-s"e `i ... • 21.5%efficiency ” Ideal for roofs where space is at a premium or where future expansion might be needed. SIGNATl1REI,''BLACK X21 -345 PANEL • Maximum performance: X21 -33.5 PANEL Designed to deliver the most energy in; HIGHEST EFFICIENCY demanding real world conditions, in partial shade and hot rooftop temperatures':?'3 Generate more energy per square foot • Premium aesthetics X-Series residential panels convert more sunlight to electricity producing 44% eries panels more power per panel,!and 75% more energy per square foot over 25 SunPower°SignatureT" Black XS blend harmoniously into-your roof The most years 3,4 elegant choice for your home. HIGHEST ENERGY PRODUCTION 7 I '°! "dr"�I ■ —'"''i�illlU��l Ih� Produce more energy per rated watt Mu!�' •. High year one performance delivers 8-10% more energy per rated watt 3 This advantage increases over time, producing 21% more energy over the first 25 years to meet your needs a w �w w - � 1 1r;';b More Frcrgy 110% Per Ratea watt •Maxeon®Solar Cells:Fundamentally better. . o t 9 = i 0011) Engineered for performance,designed'fordurability „x s ;.:•wt.yF= t,,;t 0 36`,%more, ' 0- ` °af yeor 2i Engineered for peace of mind 8C% �. �. Designed to deliver consistent, trouble-free W energy over.a very long lifetime:4,5 } 60`,, ' & . , ” N SUro - .. 0 5 10 15 20 25 Designed for durability Years t aFPcvpo The Sun Power Maxeon Solar Cell is the only o cell built on a solid copper foundation. Virtually t0% PHOTON impervious to the corrosion and cracking that au =... w- ; { Power at High Temps degrade Conventional Panels.d,5 NO ght-lndwced . p 690 actciian sJP :ar'e Same excellent durability as E-Series'ponels. l .>�> - Deg #1 Ranked in Fraunhofer durability test 10 a { �'n'•'�"efag �'°"$ °"e '``'Y °o + 4% °, I Be°te•Low-Light anc .m. -1000 power maintained !n Atlas 25 - comprehensive PVDI Durability test'. 1 W 2,n sportya I Response ( _ Hig,-Periu(mance c { Aiti-Reflect.oe Class y�? 0% — sunpowercorp.com S UN POW E 1� X-SERIES • . R PANELS _ SUNPOWER OFFERS THE BEST COMBINED POWER AND iRODRiWiAkkXNTY_ POWER WARRANTY PRODUCT WARRANTY °0p� .r ¢ , ",'n-_ ...........«caw....._ ._...,......__...... aw.r3 ky MIX e 75% °..x.'.tem .,y�;C. ,� x.a, io 0 5 10 E5 20 . 25 0 6 10 15 20 25 Yeas Years More guaranteed power:95%for first 5 years,-0.4%/yr.to year 25.8 Combined Power and Product Defect 25 year coverage that Includes panel replacement costs 9 ELECTRICAL DATA - -OPERATING CONDITION AND MECHANICAL DATA _ X21-335-BLK X21-345 1 Temperature -40°F to+l 85°F(-40°C to+85°C) Nominal Power12(Pnom) 335 W 345 W Max load Wind:50 psf,2400 Pa,245 kg/m2 front&back Power Tolerance +5/-0% +5/-0% , Snow: 112 psf,5400 Pa,550kq/m2 front Avg.Panel Efficiency" 21.1% 21- - resistance 5% Impact 1 inch(25 mm)diameter hail at 52 mph(23 m/s) _ - -— - --- --- ---- - - - - ---- - _ Rated Voltage(Vmpp) 57.3 V 57 3 V - i Appearance _Cl ___ ass A+ _ _Rated Current(Impp) 5 85 A 6.02 A _ _____ Solar Cells_ 96 M_onccrystalline Maxeon Gen III Cells Open-Circuit Voltage(Voc) - 67 9 V 68.2 V _ Tempered Glass_-High Transmission Tempered Anti-Reflective __-- Short-Circuit Current(ISC) 6.23 A a _ 6.39 A Junction Box _ IP-65 Rated —Maximum_System_Voltage 600 V UL; 1000 V IEC Connectors MC4 Compatible i Maximum Series Fuse 20A Frame Class 1 black anodized,highest AAMA Rating ' Power Temp Coef. (Pmpp) / C __ _ _ ----0.30%___ _ -__ ___ Weight 41 lbs(_1__8_.6 kg) Voltage Temp Coef. (Voc) -167.4 mV PC 1 Current Temp Coef. (Isc) 3 5 mA/°C TESTS AND CERTIFICATIONS Standard tests UL 1703,IEC 61215,IEC 61730 _ REFERENCES —_--------- --_ 1 All comparisons are SPR-X21-345 vs a representative conventional panel-240W, Quality tests ISO 9001:2008,ISO 14001:2004 �.__..__._________._ approx.1.6 m2,15%efficiency. i EHS Compliance RoHS,OHSAS 18001-2007,lead-free j 2 F/Evolution Labs"SunPower Shading Study,"Feb 2013. 1 Ammonia test IEC 62716 3 Typically 8-1 No more energy perwatt,BEW/DNV Engineering SunPower Yield Report," --- --- Salt sed maximum severity) Jan 2013,with CFV Solar Test Lab Report#12063,Jan 2013 temp coef.calculation. - --- — - i 4 SunPower 0 25%/yr degradation vs 1.0%/yr conv.panel Campeau,Z et al."SunPower PID test Potential-Induced Degradation freeel 000V 10 Module Degradation Rate,"SunPower white paper,Feb 2013;Jordan,Dirk"SunPower Available listings CEC,UL,TUV,MCS 1 Test Report,"NREL,Oct 2012. 5"SunPower Module 40-Year Useful Life"SunPower white paper,Feb 2013 Useful life is 99 out of 100 panels operating at more than 70%of rated power. a 6 Higher than E Series which is highest of all 2600 panels listed in Photon Int'I,Feb 2012 7 1%more energy than E-Senes panels,8%more energy than the average of the top 10 panel companies tested to 2012(151 panels,102 companies),Photon Infl,Mar 2013 8 Compared with the top 15 manufacturers.SunPower Warranty Review,Feb 2013 1046rnm 9 Some exclusions apply.See warranty for details. i (41.21n) 10 X-Series same as E-Series,5 of top 8 panel manufacturers were tested by Fraunhofer ISE,"PV Module Durability Initiative Public Report,"Feb 2013 11 Compared with the non-stress-tested control panel.X-Series some as E-Series,tested in Atlas 25+Durabilitytest report,Feb 2013 12 Standard Test Conditions(1000 W/m2 irradiance,AM 1 5,25° 48mm C) "' "--- i -- 13 Based on average of measured power values during production [1 81 In] a--- ---1559mm - s- [o1.41n] See hfta•//www.sunpowercorp com/facts for more reference information For further details,see extended datasheet•www sunnowercorD.com/datasheets Read safety and installation instructions before using this product. ®April 2013 SunPower Corporation All rights reserved SUNPOWER,the SUNPOWER logo,MAXEON,MORE ENERGY FOR LIFE,and SIGNATURE are trademarks or registered trademarks of SunPower sunpowercorp.com Corporation Specifications included in this dolasheet are subject to change vnthoul notice Document#504828 Rev A/LTR_EN i 'E A ,;�........ .` NIM 44 a T.. THE` R.LD'S ONLY - a ° t.. " tea? : SECURE POWER SUPPLIf� • " p0 «.r�»� �,�' ,�,�_ �"���� � ::., ter.,..:�"���_. .\ � \�. � � a ,• �;, Certified - innovative Powierful Flexible •UL 1741 and 16998 compliant •Secure Power Supply provides •97.2%maximum efficiency •Two MPP trackers provide •Integrated AFCI meets the require- daytime power during grid outages •Wide input voltage range numerous design options ments of NEC 2011 690.11 •Shade management with QptiTrac •Extended operating Global Peak MPP tracking temperature range SUNNY BOY 300®TL-US / 330®TL-US / 400®TL-US / 500®TL-US / 6000TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTm Global Peak mitigate the effect of shade and allow for installation at challenging sites.The unique Secure Power Supply feature provides daytime power in the event of a grid outage.High performance,flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. ENGINEERED IN GERMANY ASSEMBLED IN THE USA= , THE`NEW: ' , a SUNNY BOY TL-US ` RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE . A CATEGORY. " 1XV AN EW GENERATION OF INNOVATION Transformerless design produced in all types of climates and for Leading monitoring longer "periods of time than with most and control solutions The Sunny Boy 3000TL--US / 380OTL--US traditional string inverters. / 40 00TL-US / 5000TL-US / 6000TL-US The new TL-US residential line features more are tr"ansformeriess inverters, which means Secure Power Supply than high performance and a large graphic owners and installers benefit from high display. The monitoring and control options" efficiency and lower weight. A wide input One of many unique features of the TL-US provide users with an outstanding degree of voltage range also means_the inverters will residential ,series is its innovative Secure flexibility. Multiple communication- options. produce high amounts of power under a Power Supply.With most grid-tied inverters, -allow for a highly controllable inverter, number of conditions. when the grid goes down,so does the solar- and one that can be monitored on Sunny powered home. SMA's solution provides Portal from anywhere on the planet via an. Additionally, transformerless inverters have daytime energy to a dedicated power outlet Internet connection.Whether communicating been shown to be among the safest string during prolonged grid outages, providing through RS485,'or SMA's new plug-and-play inverters on the market, An industry first, the homeowners with access to power as long WebConnect, installers can find an optimal TL-US series has been tested to UL 1741 and as the sun shines. solution to their monitoring needs. UL 16998 and is in compliance with the arc fault requirements of NEC',201 1. Simple installation Increased energy production As a transformerless inverter, the TL-US residential series is lighter in weight than OptiTracTM Global Peak, SMA's shade- its transformer-based counterparts, making tolerant MPP tracking algorithm, quickly it easier to lift and transport. A new wall adjusts to changes in solar irradiation,which mounting plate features anti-theft security mitigates the effects of shade and results in and makes hanging the inverter quick and highertotal power output.And,with two MPP easy.A"simplified DC wiring concept allows trackers, the TL-US series can ably" handle the DC disconnect to be used as a wire complex roofs with multiple-orientations or raceway,saving labor and materials. string lengths. The 380OTL--US model allows installers to An extended operating temperature range maximize system size and energy production of -40 OF to +140 OF ensures power is for customers with 100 A service panels. Sunny Boy 3090TWi Sunny Boy 3800TL-US Technical data 208 V AC 240 Y AC 208VAt 240 V AC Input(DC) Max.usable bt power_*co1)' �si_=�, J A200W__1, _600 Y fK fti5ge range 480YI. Rated More efficient MPVr operating voltage range—, V_125 z,5pO _125V=, 00X Min.DC Yqitog'e/start vo4toge 126 Y/1[S6,y 125 V/154 V„ Max:,input current/per MPP tracker 18_A'/15 A 24 A 15 A _ _Number of MPP kers/strings,per MPP tracker 2/ EU Output(AC) EN 206V/0 0 AC voll,tode,range 183-229V �211 264V ),0-229V 211 264 V Shade management AC grid frequency;range na _69Hzl59 3_,-60.5 60Hz/59.3-60.51Hz, x16;N mo ,�iitj�ut rrent I _cuL, �, 14A, ,2 t4ormonics Efficiency Max.efficiency 97.1 1/. 96,8% C4C-pfficjency J?6��% J; Easier pi ,eve I rke-pc�11a,rity,protection Ground'foult monitoring J Grid pg AC short circuit protection 0 All pole sensitive residual cufrpn'i m'-" pnitctring unit Arc fau'lt,cI,rcu;t interrupter(AF,d)�co'mpllcnt to UL 1 1 6 1 99B Potechoicl y, J /jV_ General data DC 151soo;n;ci dimensions(W/'Hf/D)in mm(in) 1871297 j 190'(7.4/11.7/7.5) Broad temperature range Packing dimensions(W J 14/P)je.'mm(in) 597/266 (24.3/23,5./10 5) DC Disconnect'pock;n9 climanston's,(W J H j D),in rn�m(Jinr) 370/240/280*(146/9;i/110) Weight Qqbis o_ nectwe I �Xkg (53 lb),/ 'gJ4 .Packing we, Diisc"o_n_n_eqpac1_;ng weight 27 kg' C ffVg�(IEF lb) jhi/ "OperaC-90tim,pgralure range N&se'__� '( �' 1) _ I 5 <25 dB(A), em to typica Lks-n Internal consumption, at night' <1"W <I W Topology Tronsformarless Transformed I es I s Convection Cooling9concept Secure Power Supply tW�ortics-PLO,40n_ratinq F 1� NEMA 31C Features El Supply Display,;--phi gr9 C lnterfqoej,IkS485/Speedwil • 0/ (e/We c6nne 5/20,y9j CertifiCates'Md Permits (more available on q4q$t__j�_YL 8'LSj(la A&BJCANIaA932107.11 ship, jiWjWryl�i4,, Flexible communications -Type designation ....... SB 3000,TL-US-22,., 380OTL-QS-22 Technical data continued an back i __.....-..Y.. - ..................... -------------•••--•--------------Efficient curve SUNNY BOY 5000TL-US ------------------------, Accessories " peedvnrejVJebwnnect RS485lrttedoce ' i ; 1• i m` „ ,^,.•...,...,;._....._„• /./._.. ._-....—.--.-...._. ci�7' ` dten dkaitc e DM485C&US-10 96 .......••• SWDMS 10 04 92 fFANKR02-1090 i ' •- Ha IVa=175V) P 95 88- w Eta IVH-400 V) 86 -- - Eta IVH-480 V) 9: 00 02 04 06 0.8 1.0 Q) •Standard feature 0 Optional feature -Not available Output power j Rated poweryi Data at nominal conditions- - - - ' Sunny Boy 4000TL-US Sunny Boy 5000TL-US W Sunny Boy 60.00TL-US Technical data -- -- _ 208 V AC_ 240 V AC_ 208 V AC _240 V AC_ 208 V AC• • -240V AC Input(DC) Max.usable_DC,power(C cos(p,!=,1) 4200 W-_ 5300 W „( 6300 W w Max.DC voltage __- _ 600 V 600 V -. w 600 V - Y- Rated-MPPT voltage range„ 175--480-V _.._ 175-,480 V _. 210-480 V_ MPPT operating voltage range„ -- _` „,-, ' 125 V_-500 V _ --- _ 125 V-500 V 125 V-500,V-- Min DC voltage/start voltage 125 V/150 V 125 V%150 V l25 V/150 V Max.input currant/per MPP tracker 15 A -, _ 30 A/15A 30 A/15 A Number of•MPP trackers/strings'per MPP tracker -- 2,/2 - Output(AC) - _ AC nominal power- 4000 W '4550 W 5000 VJ ! ;5200 W b000 W _ Max.AC apparent power -- 4000 VA 4550 VA y 5000 VA _' _-_5200-VA s W __6000 VA Nominal AC voltage j adjustable ” _ 208 V/ 240 V/• 208V/r 240 V/!" 208 V-j- 240 V AC voltage rgnge _, ` 183-229 V ` 211-264 V ;'' 183 224 V _ 211 -264 V F W_i 83-229 V, „ 211-264 V i s AC grid frequency,range - 60 Hz/597.d'-_60.5 Hz 60 Hz/59,3-60,5 Hz W 60 Hz J 59.3-60.5_Hz, Max.output current E,"_ 20A 22 A 25 A Power factor(cos y) o Output"phases/line connections ._,.. _._,.... ... _,7/2.__, Harmonics- _<4% 4% - - 4% Efficiency _ _ _ --97-,'1% - s E Max efficiency 972% - -- 96.8% -_ 97.1°f _ •_96,8%* "ry 971�Z*_- _ CECefftciency96% „ 96.5% 96% ,96.S10 96°k' _ _ Protection devices - DC disconnection device•_ DC reverse•polgry protection o Ground_foult monitoring/-Grid monitoring AC short circuit protection All-pole sensitive residual current monitoring unit Arc fault circuit interrupter(AF )compliant to UL'1 b99B _._ Protection class/overvoltage category General data " " - 90/519/ 85 193 -205J73 Dimensions(W JH/D)in mm_(m1... :.__ -.-_-__ 4 1. DC Disconnect dimensions(W/H J DJ in mm(in) ,_ 187/297/1.9 ((7.4/j 1.7 J7.5)._• _. _. Packing dimensions(W/H/Df•m mm(in) 617/597/266 (24,3/23.5/10 5) DC Disconnect•packing dimensions(W'/H/D)in mm(in) 37V/240/280 (14 6/9,4/11,0) 53 Ib 35 Weight/DCDisconnectwei24 kg;_.r _,- .� ._ _�_ _ 9".(... )/- kg_(8 Ib). '_. .--_. -• _... ._ Packet g we!ght DC Disconnect p_qqking wei ht g (60 Ib)/3,5 k JSIb Operating temperature range -40°C .+60"C (-.0°F .+140'Fj <25 dB A _ I- <29 d8 A <29 dB(A) Noise-emission(typico1) rr _ O .- - O -- �s Internal consumption at night., '-- <1 W- -__ <lYw c 1 W, Topology - Transformerless Tronsformerless Transformerless,--, m Cooling concept Cor vection Convection Active Cooling, „ Electronics protect on rating „•_ ,-_ NEMA:3R; _ _, ,i-„„. NEMA 3R• NEMA 3R__,,.- m Features Secure Power Supply Dts la - lnferfaces:RS485 J Speedwire/Webcannect /.o Q/0•;-• O/q Warranty:16/15/2O /O/O ®JO/O_ -” 0/0/6 Certificates and permits(more„ava1l6ble on request]'_ UL 1741,UL 1998,.UL_16W%IEEE1547 FCC Part J 5-(Class A&B),CAN/CSR C22.2 1071-1” *Prehmmary data-as_of February 2014 NOTE:US inverters ship with-gray lids_,, o Type designation _,_,- SB 400OTL-US-22 „ S6 SOOOTL US 22 _ ,, SB 6000TL US•22 Toll Free+1 888 4 SMA USA www.SMA-America.com SMA America, LLC ELECTRPCAL INSPECTMH REMME® COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF APPR0 .E® AS NOTED p DTE: 8.P.# i v D F E: S U BY: IN TIFY BUILDING DEPARTMENT AT t -1802 8 AM TO 4 PM FOR THE ,.X,,� LLOWING INSPECTIONS: d . FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 1. FINAL — CONSTRUCTION MUST BE COMPLETE FOR C.O. CONSTRUCTION SHALL MEET THE QUIREMENTS OF THE CODES OF NEW YC RI< STATE. NOT RESPONSIBLE FOR SIGN OR CONSTRI' TION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE..: OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY chi ncymco oKicDm. . co _0� mmW�Do cpm O.G�.?a uwi ® � n�:< m �(D �� �C nio neo v,,� �N� j cin oW �aO � S'T9� mo� N$ o _ �w��C� d ID :3 A Aonpm � mgZ�G 7 0 C N N C p cn rn ca o cn o o �'3 R Nom tn� `m o o ><? j� .< 9 c > Zm D w wm (fN 'fl TDmO eri o xOi��wm 3 0 ��c �' rpn 0 [ rn iA W TJ D ' vc ro c°'i c/) o � roitx�� �� o o gni wo I. m D tN !71 -n c N m p. m co c?_T to -� o o of w a my O N s w v, T m °>> °r°� '` r xw a b 3T. e z W 7• 3 �� A CD Cw71 Ol fD o rn » v n Q rn �� ni m �. W F f Z �A1EER '+ v rn 0 H 7 i1I GREENLOGICO ENERGY GreenLogFc,LLC Approved Pallante,Nicholas 4302 Wunneweta Road Cutchogue,NY 11935 Surface#A: Total System e:11.055kW Array Size:3.350kW 1 string of 4 on SB-5000TL(shared with surface #B and#C) 1 string of 6 on SB-5000TL(shared with surface #B and#C Azimuth:156° Pitch:24" Monitoring System: ti SunPower Panel/Array Specifications: Panel:SPR-X21-335-BLK Racking:UnlRac SunFrame Panel:61.39"X 41.18" Array:27'6 15/16"X 8'10 5/16" Surface:35'11"X 15'6" Magic#:Portscape" NV Legend: ® 10 SunPower 335W Black Panel ® UniRac SunFrame Rail 0 20 UniRac 4"Standoff 8 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: Of NEyy Y Is I � w 08 �AR�FESSIONP� Drawn By:MMB Drawing#2 of 11 Date:4/30/2015 REV:B Drawing Scale:3/16"=1.0' ;,pGREENLOGIC" ENERGY GreenLogic,LLC Approved Pailante,Nicholas 4302 Wunneweta Road Cutchogue,NY 11935 Surface#A: Total System Size:11.055k Array Size:MOW W 1 string of 4 on SB5000TL(shared with surface #B and#C) 1 string of 6 on SB-5000TL(shared with surface #B and#C Azimuth:156° Pitch.24" Monitoring System: 2 SunPower Panel/Array Specifications: Panel:SPR-X21-335-BLK Racking:UniRac SunFrame Panel:61.39"X 41.18" Array:2T 615/16"X 8'10 5/16" 1 2 Surface:35'11 V X 15'6" Magic M Portscape" Legend: ® 10 SunPower 335W Black Panel UniRac SunFrame Rail • 20 UniRac 4"Standoff 2 89 2x8°Douglas Fir Rafter 16°O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: y0 1� essi �p �y S Drawn By:MMB jDraWng#3ofI1 Date:4/30/2015 REV:B Drawing Scale:3/16"=1.0' -G�G EENLOGIC° ENERGY GreenLogic,LLC Approved Pallante,Nicholas 4302 Wunneweta Road Cutchogue,NY 11935 Surface#B: Total Systern Size.11.055kW Array Size:4.690kW 1 string of 6 on S13500OTL(Shared with surface #A and#C) 1 string of 8 on SB-5000TL(Shared with surface #A and#C Azimuth:260" Pitch:32° Monitoring System: SunPower Panel/Array Specifications: Panel:SPR-X21-335-BLK Racking:UniRac SunFrame Panel:61.39"X 41.18" Array:17'3 3/8!'X 8'10 5/16" Surface:45'7 X 11' Magic#:Portscape" xxZ XXXX7 Legend: at 14 SunPower 335W Black Panel UniRac SunFrame Rail • 28 UniRac 4"Standoff 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: Of NEW ,CPN iP�1C/.c r0,9 w . r�N ONQ�. Drawn By:MMB jDraWng#4of1I Date:4/30/2015 1 REV:B Drawing Scale:1/8"=1.0' G EENLOGICO ENERGY GreenLogic,LLC Approved Pallante,Nicholas 4302 Wunneweta Road Cutchogue,NY 11935 Surface#B: Total System Size 11.055kW Array Size:4.690kW 1 string of 6 on SB-5000TL(Shared with surface #A and#C) 1 string of 8 on SB-5000TL(Shared with surface #A and#C Azimuth:260° Pitch: Monitorinrin g System: SunPower Panel/Array Specifications: Panel:SPR-X21-335-BLK Racking:UniRac SunFrame Panel:61.39"X 41.18" Array:17'3 318"X 8'10 5/16" Surface: Magic#:Portscape" Legend: ® 14 SunPower 335W Black Panel yl — UniRac SunFrame Rail 0 28 UniRac 4"Standoff 14 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engine hitect Seal: of: NEhr y �P�yN ,c0.p * �r W i �b 068182 AR—P SS1o�P� Drawn By:MMB Drawing#5 of 11 Date:4/30/2015 REV.B Drawing Scale:1/8"=1.0' REENLOGICO ENERGY GreenLogic,LLC Approved Paliante,Nicholas 4302 Wunneweta Road Cutchogue,NY 11935 Surface#B: Total System Size.11.055kW Array Size-4,690kW 1 string of 6 on SB-5000TL(Shared with surface #A and#C) 1 string of 8 on SB-5000TL(Shared with surface #A and#C) _ Azimuth:260' Pitch: Monitorinrin g System: SunPower Panel/Array Specifications: Panel:SPR-X21-335-BLK Racking:UniRac SunFrame Panel:61.39"X 41.18" Array:17'3 3/8"X 8'10 5116" Surface:45'7 X 11' _ Magic#:Portscape" 3 4 Legend: ® 14 SunPower 335W Black Panel ® UniRac SunFrame Rail 3 4 • 28 UniRac 4"Standoff 8 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: OF E� _. aPAc� oo,A it W `a 088162 a qg0��NPS Drawn By:MMB Drawing#6 of 11 Date:4/30/2015 REV:B Drawing Scale:1/8"=1.0' GREE LOGICO ENERGY GreenLogic,LLC Approved Pallante,Nicholas 4302 Wunneweta Road Cutchogue,'NY 11935 Surface#C: Total System Size:11 055kW Array Size:2.010kW 1 string of 4 on SB-5000TL(Shared with surface #A and#B) 1 string of 5 on S13-5000TL(Shared with surface #A and#B Azimuth:260" Pitch* Monitorinrin g System: SunPower Panel/Array Specifications; Panel:SPR-X21-335-BLK Racking:UniRac SunFrame Panel:61.39"X 41.18" Array:10'51/16"X 10'6 YZ' EXA Surface:36'1"X 14'1" Magic#:62 1/8"" Legend: 9 SunPower 335W Black Panel ® UniRac SunFrame Rail • 21 UniRac 4"Standoff H2x8"Douglas Fir Rafter 16"O.0 Notes: Number of Roof Layers.1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: of IVEw y N PA- � /��c�•p� cc W LU i Ls �C9 �O G66i � gESS Drawn By:MMB Drawing#7 of 11 Date:4/30/2015 REV.B Drawing Scale:3/16"=1.0' GREELOGIC' ENERGY GreenLogic,LLC Approved Pallante,'Nicholas 4302 Wunneweta Road Cutchogue,NY 11935 Surface#C: Total Systerri Size:11.055kW Array Size-2 01 OkW 1 string of 4 on SB-500OTL(Shared with surface #A and#B) 1 string of 5 on SB-5000TL(Shared with surface #A and#B Azimuth:260° Pitch:34* rin Monitoringg System: SunPower Panel/Array Specifications: Panel:SPR-X21-335-BLK Racking:UniRac SunFrame Panel:61.39"X 41.18" Array:10'5 1/16"X 10'6%2' Surface:36'1"X 14'1" Magic#:621/8"" Legend: 9 SunPower 335W Black Panel ® UniRac SunFrame Rail • 21 UniRac 4"Standoff ITn' N 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: .`�oF NE t- N PaCp�� Ar 0 �s • cz • Drawn By:MMB Drawing#8 of 11 bate:4/30/2015 REV:B Drawing Scale:3/16"=1.0' GREENLOGIC' ENERGY GreenLogic,LLC Approved Pallante,Nicholas 4302 Wunneweta Road Cutchogue,NY 11935 Surface#C: Total System Size,11.055kW Array Size 2.016kW 1 string of 4 on SB-5000TL(Shared with surface #A and#B) 1 string of 5 on SB-5000TL(Shared with surface #A and#B Azimuth:260° Pitch:34* Monitorinrin g System: SunPower Panel/Array Specifications: Panel:SPR-X21-335-BLK 5 6 Racking.UniRac SunFrame Panel:61.39"X 41.18" Array:10'5 1/16"X 10'6'/z" Surface:36'1"X 14'1" Magic#:62 1/8"" Legend: ® 9 SunPower 335W Black Panel 5 6 UniRac SunFrame Rail • 21 UniRac 4"Standoff 8 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower,SMA Added Roof load of PV System:3.5psf Engineer/Architect Seal: Vf NEPACifi�c�q r 066- aRCFESSiO�P� Drawn By:MMBDrawing#9 of 11 Date:4/30/2015 REV:B Drawing Scale:3116"=1.0' „ tGREENLOGICG ENERGY GreenLogic,LLC Approved Pallante,Nicholas 4302 Wunneweta Road Cutchogue,NY 11935 18”Service Walkway Total system sae•11.055kw 2 strings of 6 and 1 string of 5 on SB-5000TL (shared between surfaces#A,#B and#C) 1 string of 8 and 2 strings of 4 on SB-5000TL (shared between surfaces#A,#B,and#C) 9 SunPower 335W Black Panels 14 SunPower 335W Z Black Panels I Monitoring System: SunPower I Panel/Array Specifications: I Panel:SPR-X21-335-BLK j Racking:UniRac SunFrame { Panel:61.39"X 41.18" I I Legend: ® 33 SunPower 335W Black Panel UniRac SunFrame Rail 2 SMA Inverters IX 1 0 69 UniRac 4"Standoff located in basement adjacent ton 1 �\ 8 2x8"Douglas Fir Rafter 16"O.C. electrical panel I Notes: ----------------� Number of Roof Layers:1 i Height above Roof Surface:4" I Materials Used:Eco-Fasten,UniRac, I SunPower I Added Roof load of PV System-3.5psf I I Engineer rchitect Seal: I 0 NEWY �Q. N PA�i,�i O,A r' N.-- 086182 v `��°FFss*,oNP 10 SunPower 335W 18"Service Walkway Black Panels Drawn By:MMB Drawing#10 of 11 Date:4/30/2015 REV:B Drawing Scale:3/16"=1.0' GREELOGICO ENERGY GreenLogic,LLC Approved Pallante,Nicholas 4302 Wunneweta Road Cutchogue,NY 11935 Total System Size:11 055kW 2 strings of 6 and 1 stnng of 5 on SB-5000TL (shared between surfaces#A,#B and#C) 1 string of 8 and 2 strings of 4 on SB-5000TL JCB .L19 (shared between surfaces#A,#B,and#C) Monitoring System: 011 SunPower Panel/Array Specifications: rdLt Panel:SPR-X21-335-BLK Racking:UniRac SunFrame Panel:61.39"X 41.18" LhRrA'Ok9a1±& WM'SS129Wts E8 Legend: 5',%dez%d Vi dm I 33 SunPower 335W Black Panel ® UniRac SunFrame Rail CEfEIaCpaEIIg' 4 • 69 UniRac 4"Standoff ( /plJtlflxYf��7tg 22 6 8 2x8"Douglas Fir Rafter 16"O.C. Notes: Number of Roof Layers:1 Height above Roof Surface:4" Materials Used:Eco-Fasten,UniRac, SunPower Added Roof load of PV System:3.5psf Engineer/Architect Seal: �pr NSPA W r to � #r � W ` 4 06616 �oROfiPSSI4NP Drawn By:MMB Drawing#11 of 11 Date:4/30/2015 REV:B Drawing Scale: '16"=1.V Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B C �i_- Ph: 631-988-0000 Bohemia, NY 11716sl[� Gc Fax:631-382-8236 www.pacificoengineering.com _. _ solar@pacificoengineering.com May 6, 2015 Town of Southold Building Department 54375 Route,25, P.O.'Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Nicholas Pallante Section: 111 4302 Wunneweta Road Block: 14 Cutchogue, NY 11935 Lot: 30 1 have reviewed the roofing structure at the subject address.The structure can support the additional weight of the roof mounted system.The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A B C Mean roof height 19 ft 19 ft 19 ft Pitch 5 1/4 in/12 7 1/2 in/12 8 in/12 Roof rafter 2x8 Douglas fir#2 2x8 Douglas fir#2 2x8 Douglas fir#2 Rafter spacing 16 inch on center 16 inch on center 16 inch on center Reflected roof rafter span 12.1 ft 7.2 ft 9.6 ft WFCM Table 3.26A max allowable 16.0 ft 16.0 ft 16.0 ft The climactic and load information is below: CLIMACTIC AND Ground Wind Live load, point GEOGRAPHIC DESIGN Category Snow Load, Speed,3 pnet30 per pullout Fastener type CRITERIA pg sec gust, ASCE 7, load,lb mph psf Roof Section A C 20 120 61 1249 SS 5/16"dia screw,41/2"length,2 per(3.5"min embedment) B 33 676 SS 5116"dia screw,4-1/2"length,2 per(3.5"min embedment) C 33 676 SS 5116"dia screw,4-1/2"length,2 per(3.5"min embedment) Weiaht Distribution OF NEf'Y y array dead load 3.5 psf N load per attachment 440.0 Ib Subject roof has one layer of shingles Panels mounted flush to roof no higher than 6 inches above surface. fm I v Ralph Pacifico, PE a/ Professional Engineer ^ sneer N 1-2/ 13 44306 r Code-Compliant Installation Manual 809 = • s ✓ ,� Mip'a'y • • Table of Contents L Letter of Certification...................................... ..............................2 ii.Installer's Responsibilities ................................................................3 Part I.Procedure to Determine the Total Design Wind Load .........................................4 Part II.Procedure to Select Rail Span and Rail Type.............................................11 Part III.Installing SunFrame...............................................................14 • reIL N �•� �/ ■E UkACr VON Umrac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to pubheations@unirac.com. - Unirac Code-Compliant Installation Manual SunFrame i. Installer's Responsibilities' Please review this manual thoroughly before installing your SunFrame offers finish choices and low,clean lines that SunFrame system. become as natural a part of a home as a skylight.It delivers the This manual provides(1)supporting documentation for installation ease you've come to expect from Unirac. building permit applications relating to Unirac's SunFrame Whether for pitched roofs and parking roof structures, Universal PV Module Mounting system,and(2)planning and SunFrame was designed from the outset to promote superior assembly instructions for SunFrame aesthetics.Modules are flush mounted in low,gap-free rows, SunFrame products,when installed in accordance with this and visible components match clear or dark module frames. bulletin,will be structurally adequate and will meet the structural requirements of the IBC 2006,IBC 2003,ASCE 7- 02,ASCE 7-05 and California Building Code 2007(collectively referred to as"the Code").Unirac also provides a limited warranty on SunFrame products(page 30). 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; and • 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. Page 2 SunFrame Unirac Code-Compliant Installation Manual ` z\ 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 2006. 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 Simplified Method,for calculating the Design Wind Load for poet(Psf)_�1 Kzd pnet30 pressures on components and cladding in this document. s =Desi Wind Load poet(p.� . Design The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no Kzt=Topographic Factor at mean roof height,h(ft) 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. pnet3o(psf)=net design wind pressure for Exposure B,at height Applications of these procedures is subject to the following =30,I=1 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 Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in 2.The building must be enclosed,not an open or partially the last 50 years. enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sp='minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 5.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local Unirac distributor,a local professional engineer or Unirac Roof Pitch(degrees) , If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [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. be installing. This is the smallest area tributary(contributing load)to a support or to a simple-span of rail.That area is the Step 1:Determine Basic Wind Speed,V(mph) Effective Wind Area. Determine the Basic Wind Speed,V(mph)by consulting your local building department or locating your installation on the maps in Figure 1,page 4. Page 3 SWUNIRACUnirac Code-Compliant Installation Manual SunFrame f' 100(45) �i 8S mph a,(38 m/s) ,:{ 110(49) a,. rr 420(54) r - 40 rrtp (40 m/s) 40 mp (40 m!s) v 430(58} 140(63) 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} 450(67) 140(63) 140(63) design 3-second gust wind speeds at 33 feet above ground for Exposure Category C. AM 180{S7j K' Special VWnd Region 80(40) 100(45) i30(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. Using Table 1,determine the Roof Zone Setback 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,length (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 IS 20 2S 30 40 SO 60 70 80 90 100 12S ISO 17S 200 300 400 SOO 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8 12 16 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 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 16 12.5 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 ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.41 Rge 4 SunFrame Unirac Code-Compliant Installation Manual IkU N I PAC Step 3:Determine Roof Zone(continued) Using Roof Zone Setback 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~ Flip Roof(7° < 0 :5 27*) . "" ,✓ .-"° �r°:+'f {e' •any ^ `_., M'°-_,p« ✓!"' �t- �"1' tl �N.r. ^,^ E'er .� �-�� Y r• I ., :� . .� .f,,• May, `�a at i Gable Roof(0 :5 7°) Gable Roof(7° < 9 <_ 45*) a h �' ra ` r" `� h i g� >'a � t a a F-1Interior Zones End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 Roofs-Zone 2/Walls-Zone 5 fil 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,pnet3o Both downforce and uplift pressures must be considered (Psi) in overall design. Refer to Section II,Step 1 for applying downforce and uplift pressures.Positive values are acting Using the Effective Wind Area(Step 2),Roof Zone Location toward the surface.Negative values are acting away from the (Step 3),and Basic Wind Speed(Step 1),lookup the surface. appropriate Net Design Wind pressure in Table 2,page 6. Use 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. Page 5 ®� U N I R4 k CUnirac Code-Compliant Installation Manual SunFrame Table 2.p,,et3o(psi) Roof and Wall Basic Wind Speed,V(mph) 90 100 110 120 130 140 I50 170 E/fecnve W,ndArea Zone (SO Down(orce Uplift Downforce Uplift Downforte Uplift Downfome Uplift Downforte Uplift Downforce Uplift Downforte 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 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 16.7 -47.6 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 0 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 90 -32.7 10.6 -384 12.3 -44.5 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 -43.9 16.7 -56.4 112 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 -61.5 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 y 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 olio 1 100 5.9 -12.1 7.3 -14.9 8.9 A8.1 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 30.0 -82.8 N 2 20 7.7 -21.4 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 w 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -303 12.4 25.6 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 17.5 -71.6 20.3 -83.1 23.3 -95.4 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 -81.0 23.8 -104.0 3 100 5.9 26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 143 -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 27.0 28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 w 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 34.6 -35.7 44.5 -45.8 1 100 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 2 10 13.3 -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 v 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 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 N 2 100 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 3 10 13.3 -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 W 3 20 13.6 -16.3 16.0 -20.1 19.4 24.3 23.0 -290 27.0 -34.0 31.4 -39.4 36.0 -45.3 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 -216 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 -168 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 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 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 -15.1 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 Page 6 StinFrame Unirac Code-Compliant Installation Manual Ems I Table 3.p,et3o(pso Roof Overhang E/(ectne Basic Wind Speed,V(mph) Wind Area Zone 00 90 100 Ito .. 110 130 140 150 170 u, 2 10 -21:0 -25.9 -31:4 -37.3 -43.8 -50.8 -58.3 _ -74.9 L 2 20 =20A ` ;, -25.5 -30.8 -36.7 = ' -43.0 -49.9 i. -=57.3 -73.6 to 2 50 -20J,, -24.9 -30.1 -35.8 ! -42.0 f -48.7 -55.9 -71.8 '0 2 100 -'Z4,9,19.$ -24.4 -24.5. -35.1 -41.2" -47.8 -70.5 n 3 10 -34.6 -42.7 751.6 -61.5 -72.1 -83.7 -96.0 -123.4 0 3 20 :27:1 -33.5 =40:5 -48.3 -56.6 -65.7 i -75A -96.8 c 3 50 =17.3 -21.4 1. _25:9 -30.8 -36'.1 -41.9 -48.1 -61.8 19 3 100 A0.6 -12.2 -14.8, , � -17.6 20.6 ; , 1 -23.9 47.4 -35.2 2 10 .4 -27.2 -33.5 -40.6, -48.3 -56.7 -65.7 -75.5 -96.9 E 2 20 .27.2. -33.5 -40.6 , -48.3 -56.7 -65.7 ,75.5 ' -96.9 a 2 50 `=27,2 -33.5 40.6 -48.3 -56,7 -65.7 ,-75,5 -96.9 n 2 100 .=27.2 -33.5 4-40.6 -48.3 -56.7 -65.7 =75.5 n -96.9 N 3 10 Y,=4S.7 "` -56.4 -b8.3ry ' ` -81.2 #. -45.3 -110.6 -126.9 I -163.0 3 20 Al.2 -50.9 -61'A -73.3 ! " -86.0' € -99.8 "-114.5` -147.1 0 3 50 -35.3 -43.6 -52.8-, -62.8 -73.7 -85.5 '08.1 -126.1 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 k -51.5 -59.8 r -68:6 . -88.1 2 20 =24.0 -29.6 -35':8 -42.6 i - -50.0 -58.0 -66.5 2 -85.5 2 50 -23.4 -28.4 -34.3"> -40.8 47.9 , -55.6 u. '63.8 -, _ -82.0 V 2 100 =22.2 -27.4 -33.2 -39.5 , 46.4 _ -53.8 -61.7 -79.3 3 10 -24.7 -30.5 -36.9 43.9 -51.5 -59.8 -68.6 -88.1 r 3 20 -24.0 -29.6 -35.8 42.6 -50.0: -58.0 -66.5 -85.5 0 3 50 -23.0 -28.4 ,-34.3 " -40.8 =47.9 # -55.6 -63.8 -82.0 ix 3 100 -22.2 -27.4 1 -33.1 -39.5 t 46.4` " -53.8 -6l,.7, -79.3 Source:ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kzt EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document,the tions having heights generally less than 30 feet. This Topographic Factor,Kzt,is taken as equal to one(1),meaning, category includes flat open country,grasslands,and all the installation is on level ground(less than 10%slope). If the water surfaces in hurricane prone regions. installation is not on level ground,please consult ASCE 7-05, EXPOSURE D has flat,unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone Topographic Factor. regions. This category includes smooth mud flats,salt flats,and unbroken ice. Step 6:Determine Exposure Category(B,C,D) Determine the Exposure Category by using the following Also see ASCE 7-05 pages 287-291 for further explanation and definitions for Exposure Categories. explanatory photographs,and confirm your selection with the local building authority. The ASCE/SEI7--05*defines wind exposure categories as follows: EXPOSURE E is urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Page 7 0-aUnirac Code-Compliant Installation Manual SunFrame 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,h Exposure (ft),look up the adjustment factor for height and exposure in Mean roar Table 4. heght(R) 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,I,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(psf) 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet3o(psf)(Step 4)by the adjustment factor for height and exposure,a (Step 7),the Source:ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.44 Topographic Factor,Kt(Step 5),and the Importance Factor,I (Step 8)using the following equation: pnet(PSfl=AKztI pnet3o 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,I=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 SunFrame Series rail,rail span and foot spacing. Table 5.Worksheet for Components and Cladding Wind Load Calculation:IBC 2006,ASCE 7-05 Yanoble Descnpvon Symbol Step Reference Building 1 Leight.. _. .. . mbol Value Unh .... _._.... i_ Budding,Least Horizontal Dimension ft _ Roof Pitch, :. degrees Exposure Category _ 6 BasicWindmmSpeed ._. _._. _ _ _V ..,. ____. _..-,. _W_ ___ _ mt?h Effective Roof Area sf 2 Roof Zorie'Setback Length ry " a ....... µ W ft 3 Table I M Roof Zone Location 3 Figure 2 _. . sf q _ Table 13 z; Net Design Wind Pressure pnet3o,., .._._ p ....._..:. .._ ._ Topographic Factor Kzt x 5 Adjustment factor,for height and exposure,category h, w.._,_. x .. __. ._'__,_.,,. ' 7 Table 4_ Importance Factor 1 x 8 Table 5 Total DesignVVind Load _. pnet psf 9 7 Page 8 SunFrame Unirac Code-Compliant Installation Manual AFUNIRAC 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 Desicnpaon Budding Type 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 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 more including,but not limited 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 surgery or 1.15 1.15 structures designated emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or other emergency to: 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 2006,Ta61e 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-I, p.77 Page 9 OF-U N MRAt Unirac Code-Compliant Installation Manual SunFrame 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 SunFrame series Step 1:Determine the Total Design Load rail type and rail span uses standard beam calculations and The Total Design Load,P(psf)is determined using ASCE 7-05 structural engineering methodology. The beam calculations 2.4.1(ASD Method equations 3,5,6 and 7)by adding the Snow are based on a simply supported beam conservatively,ignoring the reductions allowed for supports of continuous beams over a d1,S(psf),Design Wind Load,p t(psf)from Part I,Step 9 an multiple supports.Please refer to Part I for more information 9 d the Dead Load(psfJ.Both Uplift and Downforce Wind on beam calculations,equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail.Use the uplift case only 1.Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities(Part II,Step 6). official. 2.Obtain the Design Wind Load,pnet• See P(psf)=1.01)+1.OS1(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf)=1.OD+I.Opner(downforce case 2) 3.Please Note:The terms rail span and footing spacing p(psf)=1.OD+0.7551+0.75pnet(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.6D+I.Opnet (uplift) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and D=Dead Load(psf) Unirac racking systems. If the Dead Load is greater than 5 S=Snow Load(psf) psf,see your Unirac distributor,a local structural engineer or contact Unirac. peer=Design Wind Load(psf) The following procedure will guide you in selecting a Unirac rail for a flush mount installation.It will also help determine The maximum Dead Load,D(psf),is 5 psf based on market the design loading imposed by the Unirac PV Mounting research and internal data. Assembly that the building structure must be capable of 1 Snow Load Reduction-The snow load can be reduced according supporting. to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope,Exposure Factor,Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. Figure 3.Rail span and footing spacing are interchangeable. Ra'/span L or F ,Ile aJ\e\e 0 so \ Ao Sc Qe<Qer tads Note:Modules must be centered symmetrically on 8 the rails(+/-2*),as shown in Figure 3.If this is 10 not the case,call Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual IFUNIRAC Table 7. ASCE 7ASD Load Combinations Dewiptfon Vamble Dawnfome Case 1 405e 2, Downfame 6se 3 UP59 unas Dead Load D 1AX 1.0 X 1.0 x 0.6 x Psf Snow Load S 1.0 X + 'O.75,)i Psf Design Wind Load Pnet 0.75 k Psf Total Design Load P Psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Using the distributed load,w,from Part II,Step 2,look up the W(pig allowable spans,L,for SunFrame. Determine the Distributed Load,w(plD,by multiplying the module width,B(ft),by the Total Design Load,P(psf).Use the There are two tables,L-Foot SunFrame Series Rail Span Table maximum absolute value of the three downforce cases and the and Double L-Foot SunFrame Series Rail Span Table. The Uplift Case. We assume each module is supported by one rail. L-Foot SunFrame Series Rail Span Table uses a single L-foot w=PB connection to the roof,wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to Part w=Distributed Load(pounds per linear foot,plf) III for more installation information. B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Step 3:Determine Rail SparVL-Foot Spacing Table 8.L-Foot SunFrame Series Rail Span Span w=Distnbuted Load(pin (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 _SF __SF� 3F- _JF_ _SF_. __�V F_�_SF—'SE SF _SL SF- ,a-,SF--,,,SF SF_ 2 S.- _sO SF__5F. Sf__SF_ __5F SF SF SF _SF_-SE__SF .__.SF.,_. SF,a,. SE, SF, SF SF,_SF_,',,�,_SF _. 'SF__'„SF__SF,,_ SF,--;SF SE SF-_SF_SF_SF,� 3,5 _SF SF ,SF - SF SO SF SF SF _SF_ SF SE SF SF SF A-A SF SP .,SF-...SO SF SF7' SF SF .SF_'_. SF 4.S__- SF SF SF SF SF SF SF SF SF SF SF 5..., SF' $F SF SE__ , SO SF. ,.,,SF ,_ SF SF__,SF..,, SP 5.5 _§F SF SF SF SF SF SF SF SF SF F ,...SF SF SF _SF LSF SF_ 5F _SF I SF SF SF_ SF — Sf _SF___ SV.,- SO _�tU SF„_. SV, .7.S SF SF SF SF SF SF SF11 SF '8 SF SF. W-1-0 SF SF-., SF, SF .8,5. SF SF SF,_, SF SF SF.-„ SF _SF- SF� S� _sp_'_SO_ 95 SF SF SF SF SF SF 10.5 SF SF SF SF � 11.5 SF SF SF 12” '"SIF SO 't( 12.5 SO SO ,13SF SF .t� IF P.S. 11 am Unirac Code-Compliant Installation Manual SunFrame Table 9.Double L-Foot SunFrame Series Rail Span Span w=Davtbuted Load(pq) (R) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 SF SF„,•,•SP„ SF SF'.. ..SF” _ SF SF ;, SF., SF `„ SF. SF SF SF _,SF SF„�,„SF,„, 5F _„$F 5 SF,,, SF SF__ SF, .,.SFr SF SF•„_•,SF SF SF,_ SF• SF SF K. _-._ SF _SF SF -SF $F._�.�.., SF SF $F' SF "SF. SF ' SF „„SF: SF SFW,SFSF _ SF SF SF. SF SF W _.. 5 SF SF SF,M_r_SF SF SF SF SF SF SF SF SF SF _SF SF SF SF SF SE_. _ SF .SF ,Sf "mSF SF SF SF SFM. SF..._..a SF. SF, r. _ _ _ _. .5 SFSF SF SF SF SF SF.., sf SF SF SF SF SF.,,_ SF SF ',SF SF, SF SF „ SF SF SF `2y' 5 SF SF SF SF SF SF SF SF SF .. , SF,_ Sf SF SF _ F SF .._SF .5 SF SF SF SF SF SF SF SF .5. SF SF SF SF SF SF _cx, ,SF SF SF 5 SF SF, SF_ SF „SF _ SF .5 SF SF SF SF 10 SF SF .., SF 10.5 SF SF SF _ _._, if �SF�„u SF.- s,SF.. - �"' ' 11.5 SF mSF 12 SF'” $p 125 SF _ 13.5 SF Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(Lbs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load,R(N),is determined by It is the installer's responsibility to verify that the building multiplying the Total Design Load,P(psf)(Step 1)by the Rail structure is strong enough to support the point load Span,L(ft) (Step 3)and the Module Length Perpendicular to forces. the Rails,B(ft). R(lbs)=PLB R=Point Load Obs) 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. ftp 12 SunFrame Unirac Code-Compliant Installation Manual 1111UN1RAkC Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3) P psf Step I Module length perpendicular to rads B x ft Rad Span L x ft Step 4 Downforce Point Load R lbs 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 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 Force,R(lbs),requirements. Specific 5/6"shaft* gravity per inch thread depth Itis the installer's responsibility Douglas Fir,Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir,South 0.46 235 n enough to support the maximum Engelmann Spruce,Lodgepole Pine point loads calculated according to (MSR 1650 f &higher) 0.46 235 n 1 Step 5 and Step 6. Hem,Fir,Redwood(close grain) 0.43 212 Hem,Fir(North) 0.46 235 Southern Pine 0.55 307 Thread depth Spruce,Pine,Fir 0.42 205 Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources-American Wood Council,NDS 2005,Table 11.2A,11.3.2A. Notes.(1)Thread must be embedded in the side grain of a rafter or other structural member integral wrth 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 specify lag bolt size wrth 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 muluphed by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construcuon. P.S. *Use fat washers with lag screws 13 ®f Unirac Code-Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components ® ® Figure 4.SunFrame components. - ® i1 ' O O ,. 0 Figure S.SunFrame threaded slot rail, cross section,actual size. Pagc 14 SunFrame Unirac Code-Compliant Installation Manual :10 ISI 0 Rail—Supports PV modules.Use one per row of modules ®L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105-T5 alumi- each L-foot or aluminum two-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105-T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- Cap strip—Secures PV modules to rails and neatly ules between rails.Includes 3/s"x 11/4' bolt with flange nut for attaching L-foot or standoff shaft,and two /0 frames top of array.Lengths equals rail lengths.Cap strips x 21/z"lag bolts with flat washers for securing sliders to are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.6105-T5 aluminum extrusion,anodized(clear or dark bronze)to match PV ®Flattop standoff(optional)—Use 1f L-foot cannot be module frame. secured directly to rafter(with file or shake roofs,for example).Use one per L-foot. Two-piece(pictured): ©Cap strip screw(1/4-20 x 1,Type F thread cutting)—Use 6105-T5 aluminum extrusion.Includes 3B"x Sia"serrated to secure each cap strip(and PV modules)to rail,one per flange bolt with EPDM washer for attaching L-foot,and predrilled hole.Use an additional end screw wherever a two Siw"x 31�z"lag bolts.One-piece:Service Condition 4 predrilled hole does not fall within 4 inches of the end of (very severe)zinc-plated welded steel.Includes 3/8"x 11/4" any cap strip segment.18-8 stainless steel,clear or black bolt with lock washer for attaching L-foot.Flashings: Use to match cap strip. one per standoff.Unirac offers appropriate flashings for ORail splice—Joins rail sections into single length of rail. both standoff types. It can form either a rigid or thermal expansion joint.8 inches long,predrilled.6105-T5 aluminum extrusion,an- odized(clear or dark bronze)to match PV module frame. Installer supplied materials: ©Self-drilling screw(No.10 x 3/4')—Use 4 per rigid splice Lag screw for L-foot—Attaches L-foot or standoff to or 2 per expansion joint.Galvanized steel. rafter.Determine length and diameter based on pull-out AEnd caps—Use one to neatly close each rail end.UV values in Table 3(page 8).If lag screw head is exposed to resistant black plastic. elements,use stainless steel.Under flashings,zinc plated hardware is adequate.Note:Lag screws are provided with ®Truss-head sheet metal screw(No.8 x s/d')—Use 2 per L foot adjusting sliders and standoffs. end cap to secure end cap to rail.18-8 stainless steel;with black oxide coating to match end caps. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. QL-foot—Use to secure rails either through roofing mate rial to rafters,to L-foot adjusting sliders,or to standoffs. Clamps for standing seam metal roof—See"Frequently Use no less than one L-foot per 4 feet of rail.6105-T5 Asked Questions..."(p.16). aluminum extrusion,anodized(clear or dark bronze)to match PV module frame. OL-foot bolt(3/d'x 11/4")—Use one per L-foot to secure rail to L-foot.304 stainless steel. Flange nut(3/a")—Use one per L-foot bolt.304 stainless steel.Required torque:30 to 35 foot-pounds. Stainless steel hardware can seize up,a process J \ called galling. To significantly reduce its likelihood,(1)apply lubricant to bolts,preferably an anti-seize Iubricant,available at auto parts stores,(2)shade hardware prior to installation, and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. Page 15 ®�ar I Unirac Code-Compliant Installation Manual SunFrame Installing the array Safe,efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails,beginning with the lowest row and moving up the roof. C. Placing modules and cap strips,beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail.Before beginning,please note these important considerations. Footings must be lagged into structural members.Never attach them to the decking alone,which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 32 feet,contact Unirac concerning thermal • expansion issues. 1'h"at each end of array Sample layout,illustrated in Figure 4 Assumptions:12 modules(60'x 36"), — -- arranged in 3 rows of 4 modules Root Array width =144"(36'module width x 4 modules,per row) peak Arraylength=180"(60'module length x3 rows) +3"(11/z"end rail width x 2 rails) 3/4'space between module rows +11/2 (3/4"between-module rail'width x 2 rails) .... 1.Laying out the installation area Array length Module Rails Always install SunFrame rails perpendicular to rafters.(These length(see` instructions assume typical rafters that run from the gutter 3/4- caption) to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower edge of the roof),and must be mounted within 10 degrees of horizontal. � •��°�- Module Leave adequate room to move safely around the array during width installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the l'/2 rails on one side.Using the number of rows and the number of modules per row in your installation,determine the size of your array area following Figure 6. Array width (module width times modules per row) Figure 6.Installation area layout.Note:Module length is not neces- sarily measured from the edges of the frame.Some frames have lips. others are assembled with pan-head screws.All such features must be included in module length. Page 16 SunFrame Unirac Code-Compliant Installation Manual 111 UNIRAC 2.Installing the lowest row of L-feet and rail ,a In the lowest row,it is not necessary to use L-foot adjusting sliders,even if you plan to use them in subsequent rows.Install L-feet directly onto low profile roofing material such as asphalt ,bf`�` shingles or sheet metal.(For high profile roofs,such as rile .;;' ,�/' or shake,use optional standoffs with flashing to raise L-feet. ,P�%%` e;' L-feet must be flush with or above the highest point of the roof surface.) L-feet can be placed with the double-slotted side against the roof surface(as in Fig.7)or with the single-slotted side against the roof(which increases air circulation beneath modules). Module-to-roof dimensions are listed on page 15 for both ar- rangements. L feet r If you are using L foot adjusting sliders,you must use A the short side of the the L foot against the roof in the Lag first row.See Figure 9 below. screw !/ i If you are using both L foot adjusting sliders and standoffs, Always lag into slot upper box on page 11. ® nearest the bend see the u Pp p g .in the L-foot Install the first row of L-feet at the lower edge of the instal- / 23�4- larion area(Fig.8).Ensure feet are aligned by using a chalk line.(A SunFrame rail can also be used as a straight edge.) Lower.edge of installation area Position the L-feet with respect to the lower edge of the roof as - i illustrated in Figures 7 and 8. Figure 7.Placement of firstL foot row. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location.Apply weatherproof sealant into the hole and onto shafts of the I Roof peak lag screws.Seal the underside of the L-feet with a suitable weatherproof sealant. M Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L feet are against / the roof,lag through the slot nearest the bend in the L foot(Figs. 7 and 8). ! ' — - Cut the rails to your Utility,`slot for No.10 screw array width,being sure •'ho,s° m ° to keep rail slots free of roofing grit or other ,=, Utility slot for,,C. debris.If your instal Slot for 34'. I Figure 8.L-Foot hexhead bolt `°..4r" larion requires splices, footing bolt .. orientation. l..,, assemble them prior to ° attaching L-feet(see"Footing and splicing require- , ments,"p.11,and"Material planning for rails and _ �'' .:` - •, 3 cap strips, p.13).Slide the is-inch mounting bolts into the footing slots. If more than one splice is used on a rail,slide L foot bolt(s)into the footing f t° slot(s)of the interior rail segment(s)before splicing. Loosely attach the rails to the L-feet with the flange nuts.Ensure that rails are oriented with fe I respect to the L-feet as shown in Figure 9.Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the ,;;� •w,�,' ��,� ;�F�. ��` � edge of the roof.Then tighten the lag screws. .° Roof peak Figure 9.L foot orientation in conjunction with L foot adjusting sliders.The sliders include two utility slots to secure module wiring,combiner '~ boxes,and other system components. Page 17 -PUNIRACUnirac Code-Compliant Installation Manual SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/8-inch hex- sliders,although flashings may not be available to cover the head bolt.Note that L-feet are positioned long side up on the entire length of the slider.Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row.In subsequent rows,attach the shaft in the same manner as an installation with no qq standoffs. R With standoffs of equal Iength,orient L foot to compensate for If the standoff supporting the lowest rail is 1 inch taller than height difference. the standoffs on the footing sliders,place both L feet in the same orientation—either both long side up or both short side up. L-foot _. This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48 feet,thermal expansion joints 6. Interior rail sections supported only one foot must may be necessary.Please contact Unirac. be adjacent,on at least one side,,t to a rail section sup- ported by no less than two L-feet. 1. Footing spacing along the rail(A in illustration above) 7. is determined by wind loading(see pp.5-8,especially Rail sections longer than half the footing spacing re- step 4).Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang(B)must be no more than half the length of Rafters the maximum footing spacing(A).For example,if Span ;; ; A is 32 inches,Overhang B should not exceed 16 inches. F, Stringer ,1 1 I — ____rr Rail Modules should always be fully supported by rails.In other words,modules .,'V&. should never overhang rails.This is especially critical when supporting the short side of anon-rectangular module.When a rail supports apair of non- rectangular modules by themselves(right),it must be supported by at least • two L feet.The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Page 18 SunFrame Unirac Code-Compliant Installation Manual IsmerUNIRAC 3.Laying out and installing the next row of L-feet %' ., •' F "� With L-feet only:Position the second row of L-feet in accor- I ~" f"•,,; ,, j' dance with Figure 10.Ensure that you measure between the •' `'�',, �`. %'•,' '�, ''' ,�' , lower bolt hole centers of each row of L-feet.Install the second ' Module length+3/,- row of L-feet in the same manner and orientation as the first " ! row,but leave the lag screws a half turn loose.Be aware of the K {hole to-hole) fully tight- set-up time of your sealant;the L-feet will not be ened until Step.4. - With L-foot adjusting sliders:Use a chalk line to mark the f position of the slider center holes of the next row.The illustra- tion below provides spacing guidelines.The length of the module(A in Fig.11)includes any protrusions,such as lips or Figure 10.L foot separation.See the note on module length in the pan-head screws in its frame. caption of Figure 4(p.9). Attach and seal L-foot adjusting slider:Install lower lag first, footing bolt next,and upper lag last.Attach an L-foot with its short side up to each slider. tuft Roof peak -� A=module length A F Align slider 1 A � , center hole s ; to chalk line �0_ Lowest row of L-feet '~" �. t,�;'.�-_�"'_" �� Align slider ! {no footing sliders) V� A-3 1/4" center hole to chalk line 1 A+3/4.. 1i «' A+1 3/16`9 A+2 1 A Figure 11.If you are using L foot adjusting sliders,this spacing between rows places L feet at the center of their adjustment range. 4.Installing the second rail With L-feet only(Fig.12):Install and align the second rail Snug in the same manner and orientation as the first rail.After rail alignment,tighten the rail mounting bolts to between 30 and } 35 foot-pounds. Mode Lay one module in place at one end of the rails,and snug the upper rail(Fig.12)toward the lower rail,leaving no gap I t between the ends of the modules and either rail.(If pan-head F .. iz " ' g-.-`;a �•a screw heads represent the true end of the modules,be sure E ' ' t, Lad screw the screw heads touch the rails on both ends.)Tighten the lag t `Lt# screw _ .a (half tum loose):, screw on that end.Slide the module down the rails,snugging Y. _$#t ht °'° the rails and tightening the remaining lag screws as you go. With L-foot adjusting sliders:Install rails on first and second rows of L-feet.Verify spacing by placing a module onto the Figure 12.Position and secure top rail. rails at several points along the row.Adjust L-foot positions as needed. S.Installing remaining L-feet and rails • All rails are fitted and aligned. Install the L-feet and the rails for the remaining rows,follow- ° All footing bolts and lag screws are secure. ing Steps 3 and 4.You may use the same module to space all • The module used for fitting is resting(but not se- the rows.When complete,confirm that: cured)in the highest row. Page 19 ®.'UNIRACUnirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.11).Structurally,cap strips thru E.Rail A,for example,is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole(which occur Similarly,five 192-inch cap strips are designated V through every 8 inches,beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes.For each rail,start with the cap of every rail segment.Wherever there is no strip segment that crosses the array center line,and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment,drill a'/4-inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw.(In Position each cap strip onto its rail and mark its trim point. most cases,you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence,but usually checked against structural requirements in"Footing good planning can also achieve both material conservation and splicing requirements"(p.11).In this example, and superior aesthetics.This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter.This prevents rail splices BD(3rd rail)and CE • Cap strip screws must align across the rails. (4th rail)from falling too close to the center of the spans between footings(Requirement 3,p.11).Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level,there is negligible the array. aesthetic loss. The example assumes an array of three rows,each holding five modules 41 inches wide.Thus,four 205-inch rail Array center line 11 171 fl Ik 11 it IE It it it 11 iF Ii' ti II 11 li Il 11 ii 11 J[ 11 11 it I4 II 11 Trim line(array edge) Trim line(array edge;—nI 1 IF 1 • •V 1 12"• •i i • • •i i i 1 X 96" •i 1st cap strip I, ,1 Ir It rl C 83" E 122" 4th rail it sl iF� tl [i tii • .W 112" I . . ii . 11 X 96" ' 2nd cap strip (I B 83" =i i i 11 D 122" 3rd rail it 11 I EI It IE .V 80" i i . . . F .; 1:r�. .� Y 128" 3rd cap strip A 96" i i i i i�'b i i C 109" 2nd rail ti 11 'Y�i E' W 80" • i s :!` $: :�F ( Z 128" 4th cap strip A 96" ) " i( B 109" i 1 st rail it II IE it II IFI li li Usable remainder:D,70';E,70',Y,64";Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual ®1 AC 6.Securing the first module Gather sufficient lengths of cap strip _^ wQap strip screws to cover the length of the first rail.For maximum visual appeal and material .- °s conservation see"Material planning for `` ''" Perm s ble—h6hg: rails and cap strips"(p.13). >; __ s 1/3 module width Slide the first module into final position at one end of the array.Lay the remaining modules in the top row,leaving a gap , about a foot wide between the first and _ .� �s µ 5' second modules(Fig.13). _ The temporary gap allows the installer to ��` place one of his feet between modules.He � u can access the section of the cap strip he - needs to secure while leaning toward the peak of the roof.For the time being,the Do not;n"stall second` last module may overhang the rail by up 3 to one third its width. ;°, cap strip until lower P -��� modules are placed Attach the end of the cap strip with tepping the cap strip screws (Fig.13,inset),so that the upper end of the first module is Figure 13.Begin cap strip installation. secure. _ The structural integrity of your array requires that cap • strip screws fully engage the threaded rail.Use the cap "° strip screws supplied with your cap strips.Any substitute 2:Install screws; screws must be 1/4-20 Type F thread cutting(18-8 stainless steel)and the correct length.See Table 4(pg.15)to match screw length to the size cap strip in your installation Every cap strip segment must have a cap strip screw 4 ," } inches or less from each end.If the nearest predrilled Stepping'gap hole falls more than 4 inches from any end,drill a f j I/4-inch hole 2 inches from the end and install an additional screw. Figure 14.Position and secure modules one by one. Wherever it is necessary to make a new cap strip hole, _ drill a'/4-inch hole before installing the cap strip screw. x 7.Installing the remaining modules in the top row 4"�--. Slide the next module into finalP osition and install the screws to secure it(Fig.14).For a neat installation,use cable ties to ti ' attach excess wiring to the rail beneath the flanges.Unirac's cable ties can be attached to the SunFrame rail by drilling a Slide and seer 1/4-inch hole in the rail and pushing the end of the tie into the "Y one by one:;. "=s hole. 'Secured,- Continue the process until all modules in the top row are in 1st miid� final place and secured from the top.When complete,every _ Stepping.9aP; ---� prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. Figure 15.As modules slide into place,the stepping gap shifts, 8.Installing the remaining modules row by row always allowing access to the section of cap strip being secured. Repeat Steps 6 and 7 for the remaining rows(Fig.15).Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail,securing the bottom of the lowest module row. P.Se 21 ® UNIRAC Unirac Code-Compliant Installation Manual SunFrame Installing d 9. ns g th e en caps Attach the end caps to the ends of the rails by securing with _ the truss head sheet metal screws provided(Fig.16). by � m(�� � uM� ++,�.•,, Figure 16.End cap installation. Table 4:PV module,cap strip,and cap strip screw compatibility To ensure code compliance and a structurally sound array,cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation.All cap strip screws must be%4-20 Type F thread cutting(18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length(inches) 1.34-1.42 34-36 C 3�4" 1.50-1.57 38-40D 3�4" 1.77-1.85 45-47TT F I Y4 1.93-2.01 49-51ir E I%4" Sharp lipped modules7T G 1" Sanyo lipped modules -;ZZA� H Y Page 22 SunFrame Unirac Code-Compliant Installation Manual .Off . UNIRAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-51 clamps The answer depends on the orientation of your L-feet and with the 3i8-inch stainless steel bolt provided with the S-5! the length of your standoffs,if used.See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-5!clamps,make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers'and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads,etc. Frame.Unirac offers an Oatey®"No-Calk'flashings for " Module its steel standoffs and Oatey®or Unirac flashings for its thickness aluminum two-piece standoffs.See our SunFrame Pro-Pak vanes Price List. I How do I attach SunFrame to a standing-seam metal 2'/4"±'/8- roof? A good solution comes from Metal Roof Innovations,Ltd. (MRI).They manufacture the S-5!-clamp,designed to at- � tach a wide variety of products to most standing-seam metal 4 roofs.It is an elegant solution that eliminates flashings and Module penetrations altogether. iy k,5 € thicknessvaries - Module 2'/4"± /8" 2 thickness varies /8-± /8., Standoff height ". all± is") Page 23 uUnirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac,Inc.,warrants to the original purchaser the practices specified byAAMA 609&610-02 If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(wwwaamanet-org)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Uniraes and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall except for the anodized finish,which finish its shipment,storage,or installation. completely satisfy and discharge all of Unirac's shall be free from visible peeling,or cracking orThis Warranty shall beVOID if installation of liability with respect to this limited Warranty. chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years,from the earlier with Unirac's written installation instructions, for special,indirect or consequential damages of 1)the date the installation of the Product is or if the Product has been modified,repaired, arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of or reworked in a manner not previously the Product. the Product by the original Purchaser("Finish authorized by Unirac IN WRITING,or if the Manufacturers of related items,such as PV Warranty"). Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed.Unirac shall not be liable warranties of their own.Uniraes limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. Pas RAE 24