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Town of Southold Annex 9/17/2013 P.O. Box 1179 54375 Maiu Road '8 ~ Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36502 Date: 9/17/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 6315 Indian Neck Ln, Peconic, SCTM 473889 SecBlock/Lot: 86.-6-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofiiced dated 5/1/2013 pursuant to which Building Permit No. 38012 dated 5/13/2013 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 electric Solar Panel svstem on an existing dwelling as applied for. The certificate is issued to Root, Barry (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO• 38012 8/15/13 PLUMBERS CERTIFICATION DATED Aut or Si ature tit TOWN OF SOUTHOLD BUILDING DEPARTMENT ~ TOWN CLERK'S OFFICE 'm~ 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 38012 Date: 5/13/2013 Permission is hereby granted to: Root, Ba~_ 16 Horse Hollow Rd _ _ Lattin~ton, NY 11560 To: construct a roof mounted electric Solar Panel system to an existing dwelling At premises located at: 6315 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot # 86.-6-20 Pursuant to application dated 5/1/2013 and approved by the Building Inspector. To expire on 11/12/2014. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Building Inspector Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or wew use: 1. Final survey of property with accurate location of all buildings, property litter, streets, and unusual natttra} or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal f S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Cornmeroial 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 plat[ requirements. B. For existing buldings (prior to April 9, 1957) non-conforming uses, or buldings and "pre-extsting" Isnd uses: I . Accurate survey of property showing all property Tines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing [o the applicant. C. Fees 1. Certificate ofOccupancy -New dwelling $50.00, Additions to dwelling $SO.OQ Alterations to dwelling $50.00, Swimming pool E50.00, Accessory building $50.00, Additions to accessory building $30.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of.Oecupaitcy - $.25 4. Updated Certificate o€Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $ 1157'.00^n Date. `11« ~.J~ New Conswction: Old or Pre-existing Building: X (check one) Location of Property 6315 Indian Neck Road Peconic House No. Street Hamlet Owner or Owners of Property: Barry Root S~ Suffolk County Tax Map No 1000, Section U~O Block ~P Lot Subdivision Filed Map. Lot Permit No. Date of Permit. Applicant: GreenLogic LLC Health Dept. Approval: Underwriters Approval: Planning Board Approval Request for: Temporary Certificate FinaF Certificate: X (check one) Fee Submitted: $ 50.00 App cant Signature ~1FF0(,F Town Hall Annex C~ Telephone (631) 765-1802 54375 Main Road ~ ~ Fax (631) 765-9502 P.O. Box 1179 ~ ~ yc Southold, NY 11971-0959 'f~pl ,~.Da roger.richert(ciltown.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Barry Rool Address: 6315 Indian Neck Rd City: Peconic St: NY Zip: 11958 Building Permit 38012 Section: $6 Block: 6 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: SBA: Green Logic LLC License No: 4386$-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pod 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 W ater GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist lock Exit Fixtures TVSS Otner Equipment: roof mounted photovoltaic system tD include, 31-Sunpower SRP327 panels, 1-PawerOne PVI 4.2 8 1-POwerOne PVI 6000 inverters Notes: Inspector Signature: Date: Aug 15 2013 0 Electrical Cert~cate.xls 0~,~,OF 3041,y_ ~ / ~ '`Yo ~s n TOWN OF SOUTNOLD BUILDING DEPT. 1 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: ~ ~c y6C - ~K ~ /mar c~t~~ ~.n~~ ~~L~ ~~~~ru-ter DATE ~ ~3 INSPECTOR Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 26 Ph: 631-988-0000 Bohemia, NY 11716 E GIN G c Fax: 631-382-8236 www.pacificoengineering.com - engineer@pacificoengineering.com August 15, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Barry Root Section: 86 6315 Indian Neck Lane Block: 6 Peconic, NY 11958 Lot: 20 I 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-O5. 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. Bards, Ra h Pacifico PE Professional Engineer ~p NEWY y~Q'C~!'QN PAC/pjC~'9 + ~ ~ i n r, ~~I~ my ~ D s SEP 13 ppp ~ ossla2 ~,oR NPR Ralph ngineer NV 06618 04744308 SLOG. DEPT, i0'rlPi Of .`'.Ou ~ i10LD • b _ co ~~'~~o~ cis ~ z a MNrw~ ~ • ~w•r go~,A.MOr~ c~T'~ J•, • ~ ~ ~ , . r . '_r J Cx ~ Rau --7 r~ ~5 2 INS'~'A'C#Y GUD~ ~ S'LA'B ~ J p~pl' `f N ~ ~D~ioKa~ ~ 5 , ti 4~ ~ • ~it'~ c ! • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST ' BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board oCHealth SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ~-~/a Survey SoutholdTown.NorthFork.net PERMIT NO. ~ 0 V' check Septic Fortn N.Y.S.D.E.C. Trustees Flood Permit Examined i. ( 20~ Storm-Water Assessment FOrm_ L~~/1~ ` Con[ac[: Approved ---_~20~ Mail to: ~,~~t~~/(~~ Disapproved a/c ~r."`r "r^r~~~ Phone: b31 • I • SIS2 I IgfoY Expiration ~ ~ ~3 20 _ r-D~ r ~S,= I ~\Il f ~ ml mg Inspector I,, r ~ PPLICATION FOR BUILDING PERMIT II I~ MAY - ~ 2013 ~ Date , 20~ INSTRUCTIONS a. TIOt FtppGbQtlt'on MUST be co letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pla05~hddWr~i~' ~ e according [o schedule. o[ p an showing location of lo[ 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, [he Building Inspector will issue a Building Perini[ [o 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 [he Building Inspector issues a Cenificate 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 [he issuance of a Building Perini[ pursuant [o the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the conswction of buildings, additions, or alterafions 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 inspfte^ctors on_ ~remisrs atld in building.for necessary inspections. '"'I ~ GreettLoeic LLC J ~ ~ (Signature of applicant or name, if a corporation) u ' v t 425 only Rd 39A" Southamot~l, NY 11968 " g tJ ~ ! iv~ i I ? ~ - (Ma ~ dreas of a licant /1, 141E PP`)~, P -.J.~_. pp x State whether applic~aV'tstiv~e~,lTeds'~y t, architect, engineer, general contracto~~ctricilumber g~uilde Contractor' NOTIFY BUILDING DEPARTMENT AT - FOR THE Name of owner of premises Ba Root FOLLOWING INSPECTIONS: (As on [he tax roll or latest deed ~ - UIRED If applicant is a corporation, signature of duly authorized officer FOR POURED CONCRETE ~~Tp~~y L 2 ROUGH -FRAMING, PLUMBING, e and title of corporate offic s STRAPPING, ELECTRICAL & CAULKING F""' ~ 3. INSULATION INSPECTIUP~ PE's"ar` ` Builders License No. 40227 4. FINAL • CONSTRUCTION 6 ELECTRICAL Plumbers License No. MUST BE COMPLETE FOR C.O. Electricians License N0. 43858 ALL CONSTRUCT{ON SHALL MEET THE Other Trade's License No. REQUIREMENTS OF THE CODE; OF > YORK STATE. NOT RESp~~!° :i : F 1. Location of land on which proposed work will be done: DESIGN OR CONS'" " ~ 6315 Indian Neck Road Peconic House Number Street ! ~ Hamlet ~~YY County Tax Map No. 1000 Section~~Block to Lot C-() 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 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 $32,597.00 Fee $50.00 (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 constmction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth ]0. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed constmc[ion violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re-graded? YES_ NOWill excess fill be removed from premises? YES_ NO_ 14. Names of Owner of premises ~i5 ~ ~~~F~' 0~~ Address ~~(liC. Phone No. Name of Architect Address Phone No Name ofContractor~aceanLCYatG LLC. Address PhoneNo.-1~11~51~ nrnp cu'r' 11164 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, [o scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Nesim Albukrek being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Contractor (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed [he said work and to make and file [his application; that all statements contained in this application est of his knowledge and belief; and that the work will be performed in the manner set forth in the ap ~ tt~flleQ F1t~e. E+D ~ 2i 9 Q - S m before me this ~ F ~ ~ ~.~day of 1 v0 pt ARy ° O ~ > . Not Public G ary PUBI'\ eti ~ Signature of Applicant O N o~A OF ~UryTY, &TP~~` ~j', ,`o Town HIaB Annex J~ ~ Tekphooe (681) 7651811E 56975 Maio Road (~1) y~,y~Q P.o. awe 1)79 ~ roaer.rlchertCal~i7eown. nv us snuthnw. NY ! rml-0959 A7(INiY, BUILDIIVG DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Alex McNear Date: Company Name: GreenLo is LLC Name: Robert Sk ala license No.: 43868 ress: 425 Coun Rd 39A, Southampton, NY 11968 ` Phone No.: 631-771-5152 JOBSITE INFORMATION: ("Indicates. requin3d information) `Name: Barrv Root "Address: 6315 Indian Neck Road, Peconic, NY `Cross Street: Leslie Road `Phone No.: 516-691-5147 Permit No.: 3 g 0 ~ ~ Tax Map District: 1000 Section: $'(e Block: Lot: ~ ~ `BRIEF DESCRIPTION OF WORK (Please Print Clearly) Roof mounted solar electric system (31) Sunpower SPR327 Modules (1) PowerOne PVI 4.2 & (1) PowerOne PVI 6000 inverters (Please Circle All That Apply) *Is job ready for inspection: YEg f ~ Rough In Final *Do you need a Temp Certificate: i~E / NO Temp Information (If needed) "Service Size: ~ 3Phase 100 150 200 300 350 400 O(?)er "New Service: Re-Donned Underground Number of Meters Change of Service Overllead Additbnal Information: PAYMENT DUE WITH APPLICATION 4Q~ e2a3ege~eatfe>rlnepeclionFoem 1~iC~~~~. (~GREENLOGIC° ENERGY April 25, 2013 i° ~~1 Town of Southold Building Department I~I ' ~ ~1AY - l P013 1 U Town Hall _ 53095 Route 25 __f Southold, NY 11971 ~~:~i ~r 1 ~ D Dear Building Inspector: III~~~ Please find attached a building permit application on behalf of Barry Root who has engaged us to install aground-mounted solar photovoltaic (PV) electric system for his home at 6315 Indian Neck Ln, Peconic, NY. In connection with this application, please find attached: • Building Permit application • 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 One Line Electrical Schematics • 2 Spec. sheets of the solar panels (SunPower SPR327) • 2 Spec. sheets of the inverter (SunPower SPR6000p & SPR3600p) • 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 $100 ($50 Building Permit/$SO CO) • Application for Electrical Inspection with a check for $100 Please let us know if you need anything else in connection with this application. Yours truly, Alex McNear Account Manager GreenLogic LLC 631-771-5152 ext. 107 GR EENLOGIC, LLC • www_Green Logic.som 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 ~o~~OF SOUjyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road ~ ~ Fax (631) 765-9502 P.O. Box 1179 Southold, NY 119'71-0959 ~ i~ ~~'YOOUNTI N~ BUILDING DEPARTMENT TOWN OF SOUTHOLD September 9, 2013 GreenLogic 425 CR 39A Southampton NY 11968 Re: Root, 6315 Indian Neck Rd, Peconic TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Note: "'Certification letter required from an architect or engineer for the installation of the panels to the roof Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4!1/84) TrUSteeS Certificate Of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # ~s5-~s3a) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 38012 -Solar Panels _ . Town of Southold Erosion, Stedimentation & Storm-Water Run-off ASSESSMENT FORM MbseRlY sOg1 s.c.T.rp~.l~ 7NE POLLOSNNO ACttOMlt NAY NOYtRE TIM •t1ENISipN OF A SCOPE OF WORK -PROPOSED CONSTRUCTION TI'EM M / WORKASSESSItdENC Ya No whet b zero Taal Am a eta Pto)ea Peteiea ~ ~ ysto Orb Project Rebh AN stomfwatw Run-0If (hclude Tom area a al Paraab hebe wEan oeneretad by a Two (2') Inch RakdeO on 31b7 the 9cops of work far Proposed Coaelnte0on) r Aa.t (7hk Item wE hdude sN tunoR created lry sib J b. What k the Tdal Aree of Lend Cbetkg ~ desrhp andlor erWnrcaon aWvltlee u wa0 a• as anN« Bound OlMwbarro• br dre propead She tmprovemenb and the pennarrM oreatlon of ooneuuotlon tapWkyJ krtperMOUS wrtwsJ ter. rear) 2 Does the Sib Wan endbr Survey show N Prapaeed P&OVID&BSII+F P&O]R.Cl' DFSCSIP7'!ON PeaaAerrrwrrxrra prehepeStmCWre6lndigdrp31aa6Watlon9TNe J ? Ibm ahe0 Include aR Propeed tirade gwgM end CJ ]~7 ,,yam Sbpec t.otMdarp Surface Wabt'Fiow. ~`C ~ ~'1~ 1 ~ ~ 7J~3-[~ ~ ) 3 aDM sadkneMCOMrot precdaw thatueed b~ ~ ? control alts. eroebn arld Ndm wabr dea®pp. Ttae Ibrtt must hs msMainst Mrorphard sre Ensre Ctxrtrttctlon Period. 4 Wtll MIa Project Require arty land FANrtp, Gredlnp « Erxavatlon whore there Ia a amge b the NeeeW Erdatirtp Orede ImoMny more than 200 Ct6lcYsde ~ . of MabdW wMh arty Parcel? ,s', W01 Mb Appocatlan Raqube LstO Obltrbkt0 AahrWsa Encompasshy an Ma In Dams of FNe ThouesM (5.000 S.F J 9quw Feat of Ciolard suttee? 8 b Moro a Nabud Water Course RutadtO Okatt~ the Ske4 la fhb Poapct wEth Me Truabasjurbdlctbn tsatsaetl oac satenr ttrrtn•raa: «wkhtn One Hundred (1007 fastof a Wa4nd « atOnauton a• ttWVR Y rge•a AorY coir•u•aan aaedas Irnabkq w B•ach9 gekabrara a rr (t)a nar• aaa: katwmeatw.artoa a ra sun rxr aO• M 7 wa true be sib preparatlon on ExbMp l9tada slopes / ar wean Yroar wa•nan Ban M•twawwy. atakabar «ma••rrrabM; whkh F.xeed FlRaan (7!{)t~~t ofWttkN Rlwb ? kdudhu tbm6udlon aoWSw awarkq saldwabanaadtau Mm •n•(1)c•wtrr• one Hundred (100')of HOdmraal DbMCe? er beChr aaraera art• aPOC:6 wrrat4ngarea br•tam swA•rararra•a. (ttaNpoY tern rwltM?tlnNasn ttgerarM• altlr stroke li•arN Pwwe s WII Ddwways, Parkhp Areas «oMw Impervlotr ? / ' r«strerw.sr cM•h•rsw b•ra Can•truaten •aaviq •P•nne eo. avanaaof.) Surfaes ha sbped b Bract 3brmWabr Run.Ott .,~L/ ~ t.1M tA4PPP alrae• pr•p•rW pbrb tlr wmnrW a ar slot ltr sld rrl M IMO and!« h the tlirocson of a Town dyhtot~weyt •uMreled bar nawAtrM pbrbMmmnnnm•ad'mpbc/lon eaAey. a.TM BasPPP SIWaanb ar•roem •M aadarrra•ard Pr•aeaaa ana rMo 9 wlk Wa Proles Require the WeemsM afMabAN, J rpead, palaarkua6m •rrm e•brmrre•m•nt p•Won tlrelwit M w•a rrNar Removal of VsyNetlon anNor the Cmeturtbn d arty ~ - amaasaledbrersarp•etbrtb habrmwbrdfastrry•••rMbaaaa• Item WltlYn tlla Town Rlchtot•Way«ROed Shoulder aal,e•Ira eM ar ?.lire a•aa'YrdAi•MaWawmla.h•dd110r1.aeaWVPPwa Areal pr aw •a a«rrare.r.rraaonv.~rApwj ~aaY Daarrlbt •ourou a p•aam •rYCh may arawnhy M a>p•cWl b aaaNa aaa~'a•YameeW gYdresaa. NOtl: ebe.Amwrbauaaarlhr Nmtsk to•aMAlrw•deMalaeat NrrR a.N&NPPPa and npin aw PattmaNEtbn slamwaW nrn•panrM prals• Inatm aMtlr a•MaYNaI •kadWMlwrweaan lWN al.at Ar•br•a, aal•0•rlrla tlrtM Orer•atry•eaaa•a pope Pml•NInW Lkwwala sLwVaa •ebrmwrr,Ord•e, arNrp•a!I••bn CeaiY PlrlYaa•Ytl Mar Taws ' OI•trrleaMgpaWr niM PrhaWa•n0 pnabaaebm Water Mrup•maM. e••srb aaa taatN elenuaa brasvl•w PrWbhNlasaMerAaaae Prrh. tNOle: Apea,tA•al~t wWarNrwwbM.ouwsenataoa•Eax•amWrAaMk+W S7A7'EOFNEWYORK, /mil t CS~1•~ ~ \ pCOrU~NT~Y(OF . SS 77rat I, ..1.~...~..I.~~ Aa .1..~....1.~.1.~t1..S..1.11...... being duly awnrn, depoxs and says t)raz heJshe is the applicant for Pernvt, And thathe/she is the ' .lower. A,rltGwr+•o"oar. anal Owner and/or rcPrcaentative of the Owner or Owuers, and is duly authorized lb perform or have performed the said work and W make and fde this application; that all statements contained in this applicaton are true to the best of his kttowledge and belie[; and thaz the work will be pedomud in the manner xt forth in the appktaaon filed herewidt. Sworn to before me this; Q,~ I ~ ~ day ot...C_ l l ~q,~r•20..~ Notary Public:~1..A.' hAl°~r ~ ' ~ E.`0 / I a~:.... .N A~\~e:;~ 1............. (9ipr•••aA,tearq FORM - 06/70 ,t ,t n 0 8a 'bUBI.\G , . COG N tP 6 OF`~ ' ~~~v Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 5/25/2006 No. 40227-H SUFFOLK COUNTY Home Improvement Contractor License This is to certify that MARL A CLEJAN doing business as GREEN LOGIC LLC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITIfOUT DEPARTME.KTAL SEAL AND A CURREI\"f C'ONSUb,IER AFFAIFS ID C,~IRD Director CERTIFICATE OF LIABILITY INSURANCE oaoluzo~~ 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 eertifcate holder Is an ADDITIONAL INSURED, the polley(ies) must be endorsed. H SUBROGATION IS WAIVEO, 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 Ilea of such endorsement(s). PRODUCER CONTACT Brookhaven A anc ,Inc. Brookhaven Agency, Inc. PNONE .631 941-4113 FAJ( ~ 631 9414405 P.O. Box 850 GAUL brookhaven.a enc erizon.net 150 Maln Street PRODUCER East Setauket NY 11733 INSURERS AFFORDINGCOVEMGE NAICN INSURED IN a ~ HDI-Gerlin America Insurance Co. Greenlogic, LLC INSU R B :Merchants Preferred Insurance Co. 425 County Road 39A, Suite 101 INSUaeR c :First Rehab Llfe Insurance CO Southampton, NY 17968 ~ National Union Fire Insurance Co. INSURER E 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. NOTW ITHSTANDING ANV REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W ITH RESPECT TO W HICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BV THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOW N MAV HAVE BEEN REDUCED BV PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP PODCY NUMBER LIMITS GENERAL LUBIDTY EALM OCCURRENCE 1 DDD DDD A X OMMERCIAL GENERAL LIABILITY X EGG00000076913 01131113 01/31/14 DAMAGE TO RENTED $D DDD X CLAIMS-MADE a OCCUR MED EXP An one non SDDD X XCU PERSONAL 8 ADV INJURY f 1 OOO DDD X CONTRACTUAL LIAB GENERAL AGGREGATE 2 DDD DDD GEN'L AGGREGATE LIMIT APPLIES PER'. PRODUCTS-COMPIOP AGG f2 DDD DDD POLICY X PRO- LOC f AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B X ANV auto CAPI043565 06/12112 06112/13 (Ea acddeat) f1000000 BODILY INJURY (Per person) f ALL OW NED AUTOS 80DILV INJURY (Per eaitlenU f SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per eccldenl) f X NON-0WNED AUTOS f f X UMBRELLA LIAB X OCCUR EACH OCCURRENCE 1 DDD DDD D EXCESS DAB CLAIMS-MADE X BED6D717266 1/37113 1/31114 AGGREGATE 1 DDD DDD DEDUCTIBLE f X 10 000 WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS' LUBILRY V / N ANV PROPRIETOR/PARTNERIEXECUTIVq~ E.L. EACH ACCIDENT OFFICERRAEMBER EXCLUDED'! u N/A (Mandatory In NH) E.L. DISEASE - EA EMPLOYE II ea, tleecdbe antler IP FOPERATION Iw EL pISEASE-POLICY LIMIT C NYS Disablllty D251202 4/11112 4171114 Statutory Limits DESCRIPTION OF OPERATIONS (LOCATIONS /VEHICLES (AdecM1 ACORD 101, Atltlitional Remarks ScNetlule, it moro space Is repuirotl) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE E%PIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROWSIONS. 53095 ROUTE 25 SOUTHOLD, NY 71971 AUTHORIZED REPRESENTATIVE ~ ®1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo era 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 11747-3729 Phone: (631)75643U0 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^ ^ ^ ^ ^ ^ 203801194 GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 POLICYHOLDER ~ CERTIFICATE HOLDER GREENLOGIC LLC ! TOWN OF SOUTHOLD 425 COUNTY RD 39A SUITE 101 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 SOUTHOLD NY 11971 ~I - _ ! 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THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. NESIM ALBUKREK MARC CLEJAN THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. 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: 196174675 U-26.3 Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 i DATE ISSUED: 12/10/2007 No. 43858-ME SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT J SKYPALA doing business as GREENLOGIC LLC 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. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A' CURRENT CONSUMER AFFAIIIS Ill CARD Director xrswc • r-.ne-oaoJxoooo. ~ PtAN 6F PROPEI4TY AT INDIAN NbCX =.mr TOIIN OF SOUTNOLD 1 SUFFOLX COUNTY, M.Y. . ~aoaee-oe-2o RIC.FApIU sc~LC is~a GREEK ; r"~ r i xcr wP sr r -,9v Sry fl~E' N6 'S JE"1l'E JJ.00' 3)SZJiD 1 4/IE MII- artn~ v .NYa t°b~ IwF IF iM ~r m.PB3 .G./l. o _ 2L 61 ° dpr nn 61E.~'~~artx'•.r .y ir~oo swss ro':n .t ti6.t :ow ~a ~ ~ .e.~~~:aw. Kn.. ~ ~~u wr "i~ rnur. • iau< m..n t'~PI(e V ~ ~4f'! N ILYO ~~R..~ ut rta.'ti p' `e ruiu6 N ri/~I . , ~ I ~ ~rY .UL „ gb / i % ~ =`Z rM.VOF MV1.xi(xr ~g~? \ 4} i ~ ym. ur•r•vs wn. ~.3°i]~^?''~v/~/ 1+nv \ / reowr'VO io~w w.rav L~~~ ~ ~ _ \ i ag argqeppu~sLPanmm i 1 Y I I I Lor ~wu rcq orc ..yna.l ~ r f .J . I / II Lvsrvcmx 1 z ~ sw. 11TF M ssar .wrFa9 8 ~ k , I: ~ cw°WPSr saa nessvx~nox n i ~ I k r~wsnv auwnvxn ' ggg ¢ 6 ~ e I° a`~ ~ it rte. ~ I snx. f .n ~I A ` - \ e 1/ §i y ~ ~~I~ ~ sy~~ I s~ ( a° ~ ~ ~ / e~~p~ \ v s .6°rNE~r ~ ~ ~4 ~ W D 61r=~f Mff ~ i s9a~ry0INDIA~ NECK ROA v °P+{~ 1~`--' aY ~,.i..~i1 FL°M Ia£S fflOx fFY 1 "?./~eV J6/OJCa691 9/Hp9 ` /L Y.S 1/G N0. .9618 Ixr.u rwl MNw..MAM mIMS 9MNr46 NUAmYI S w sLCmv mz a nq xtr rtrer sort avxwrrov uM °D~~`~.~i101~ YO''w (6Jr~i65-so» rut vc rwr.s au sscnw >mrsnaH9uvc.u<tarwc.wa .-WI•.w n6v uariex ) (9Jr)m3-1191 NKw M[ wln fw rxs uIP x0 cm6 IM(R[G~ Mar I P.0. B0.Y 909 su9 vw w mats r.9 D[ s.xesan ssK a rrr nwrrnr • - uanxwr ixJO 1N~KLp sne[£l 10.165 S wros<9w.ruK.sl[MS xOV[M'. 56V1Ma0. MY. 11911 1 °l 2 111. " .11. ~ , 11. " 111. " .111. ,r ti~'v,. a .p,"s':`~. ra fl ~ b= ry". °i wa 1 9 , ~y~ s ~ ar _ 6 p' ice'. _ t "'#p!rys ~d¢4, •p~r dv- .{r4 v~ w~~{~n .4~ F i M 7 3v,. t f ~ :np+ ~ ~ rx e ,yrw F X 5: °o ~ . r 6 Y a - 3 a i~ 5~ ~ P ~ v y' ~ r ~ ~ ~r. 4C k4 4 ~4 ~~F A ~ - i jFFF #w~i ~t~. zP aT,: ! ~ ~ 3 . :.kr .4 ~ F ry 1 ~ W i~ SPR-3000p-TL-1 " ~ SPR-3600p-TL-1 >ry,~,x" , Y hqi SPR-4200FrTL-1~'' Fr y` • SPR-SOOOp-TL-1 ~ ~ ` SPR-6000rrTL-1 N]i ; ~ ~ ~ + The SunPower SPR-3000p-TL-I, SPR-3600p-TL-1, SPR-4200p-TL-1, SPR-SOOOp-TL-1 &SPR-6000p-TL-1 offer proven reliability and ~t: superior performance. Their robust and precision designed ` ~ t.~ electronics housing offers UV-resistance and corrosion protection and is suited for both indoor and outdoor INEMA 4X~ 4 ~ A ` t ' ` t ~ ' applications. All models come with a standard 10 year warranty. ~ .r~`~ Y a ti~s,a ,~b Y 111. .11e ~ ~ ~ ~ 11e 111• " .111. EhBCkicalData SPR-3000p-n-1 SPR•3600p-n-1 SPRd400p-n-1 SPR-SOOOp-n-1 SPR•6000p•n•1 Input Variables (DC) Max. uwble power per MPPT 2000 W 3000 W 3000 W 4000 W 4000 W Number of MPPTs 2 ' MPPT range 160 V 530 V 120 V 530 V 140 V 530 V 200 V 530 V 200 V 530 V Startup voltage 200 V ladjusroble 120 V 350 V) - Open circuit voltage 600 V Max. input current for both MPPTs 20.0 A 32.0 A 32.0 A 36.0 A 36.0 A - in parallel Max. usable currem par MPPT 10.0 A 16.0 A 16.0 A 18.0 A 18.0 A Number of string inpuh par MPPT 1 1 1 2 2 Output Variables (AC) Nominal power 3000 W 3600W 4200 W 5000 W 6000 W 208 V 14.5 A 17.2 A 20.0 A 27.0 A 30.0 A Max. AC output current at: 240 V 14.5 A 16.0 A 20.0 A 23.0 A 28.0 A 1277 V 12.0 A 16.0 A 20.0 A 20.0 A 24.0 A Rated fraquanry 60 Hz cos phi > 0.995 ' - Number of grid phases 1 ' GsnsrolEhxhimlData ' Max. efficienty 96.9% 97.0% 97.0% 97.1% 97.1% 208 V 96.0% 96.0% 96.0% 96.0% 96.0% CEC aRicienry Ot: 240 V 96.0% 96.0% 96.0% 96.5% 96.5% LL277 V 96.0% 96.0% 96.0% 96.5% 96.5% Standby consumption < 8 W Switching plan transformerless sPR-7ooop-n•1 ~-5~•n•T SPR-3000p-n•1 sPR-SOOOp-n-7 Machanisal Dale sPR-3600p•n•1 SPR-6000 n•1 Faaluros SPR-3600p•n-1 SPR ll•1 sPR-4200p-n-1 ~ SPR-4400p-n-1 -~p- Display 16 chara<rora x 2 lines LCD display Warranty 10 years - Ambient tamperoture -25 °C +60 °C' Conformiy ro UL 1741, C$AL22.2 N. 107.1-01, IEEE 1547, cC$Aus - I-13 °F +140 °F) standards Additional canificationa are availabb upon request PV array isolation conhol GFDI InterFace R5485 Connections DC 8 AC: screw terminal bock $iR•fi000p-TL•1: %.5%CEC alfldency aL 390 VAC 1ao% 7 Cooling convective cooling, no Fan Proroction class NEMA 4X Noise emission < 50 dB at 1 meter ys% - _ - ~ _ DCawikh integrated ` 859mm x 325mm x 222mm 1052mm x 325mm x 222mm ~ V H x W x D 133.8" x 12.8" x 6.7") 141.4" x 12.8° x 8.7"I !o% ' ~ 1 1 V _ 0 OR 0.0 0.6 O.t 1 Weight 147.316s) 159.616 Frestlm of ret4oscW tssswr, vy/P,loo„ Iwn. Menp°k°n 5501111°rk.sM.lPtOpR~I.sMJ%Opn-I VMSWJ]COPNI°ndamn.W °c ll]]°Flb5M3MOpR1 °nd YAdCOCp141 About SunPowsr $unPower designs, manufacNres, and delivers high~performance solar elechic technology worldwide. Our highefficienry solar calls generate up ro 50 percent more power than conventional solar cells. Our high{serformance solar panels and trackers deliver significantly more energy than competing systems. SUNPOWER end Bx SUNPOWER bBe an lmdmalh ar nriNrN nvdemada efSwPoww Corpomden, $Uf1PDWBFCOFP.CGr11 O Frbwory 2013 Sunlewx Cogormien. NI rphb mumd. Spr<Fwtwna irdvded In Il,ir derodwl an wblea ro <henB~ wAwx ndiro. 500545 Rn. B / U EN ~ • ~ 20% EFFICIENCY SunPower E20 panels are the highest E , efficiency panels on the market today, S E R I E S providing more power in the same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensures that customers can pair the highest- efficiency panels with the highest-efficiency inverters, maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money. RELIABLE AND ROBUST DESIGN SunPower'suniqueMaxeon'"'cell THE WORLD'S STANDARD FOR SOLAR'" technology and advanced module ,M SunPower E20 Solar Panels provide today's highest efficiency and design ensure industry-leading reliability performance. Powered by SunPower Maxeon'"" cell technology, the E20 series provides panel conversion efficiencies of up to 20.1 q. The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20~ Isr SY ~ THIN FILM CONVENTIONAL E ~ E~ EJ.,J MAXEONr"CELL SERIES SERIES SERIES TECHNOLOGY sunpowercorp.com Patented °II-backcontad solar cell, providing the industry's highest O efficiency and reliabiliy ~ UL ~ • ~ MODEL: SPR-327NE-WHT-D ELECTRICAL DATA I-V CURVE Mweund m Sandal Tat <andiroa ISia~. ircadann d IOOOW/me, AM I S, aM nl IemPmaNn 25° C 7 IWOW m'm50'C Peak Power (+5/-3%) pmax 327 W 6 tlwow/m' Cell Efficiency 0 22.5 % S Panel Efficienry rl 20.1 % ~ 4 Bao w/m' Rated Voltage Vmpp 54.7 V ~ 3 Ruled Current Impp 5.98 A v 2 soo w/m= Open Circuit Voltage Voc 64.9 V t zgow/m= Short Circuit Current Ix 6.46 A 0 Maximum System Voltage UL 600 V 0 10 20 30 dl0 50 60 70 Temperature Coefficients Power (Pi - 0.38%/K - Votrape M Currant/voltage charaderislics with dependence on irrodionca and module tempemtore. Voltage IVaal -176.bmV/K current llscl 3.SmA/K TESTED OPERATING CONDITIONS NOCT 45° C 2° C Series Fuse Rating 20 A Temperature - 40° F to +185° F 40° C to + 85° C) Max load 1 13 psf 550 kg/m2 (5400 Pa), front le.g. snow) Grounding Positive grounding not required w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/m2 (2400 Pa) front and back (e.g. wind) Solar Cells 96 SunPower Maxeon'" cells Front Glass High-transmission tempered glass with Impact Resistance Hail: i25 mm) at 51 mph (23 m/s) anti-reflective TAR) coating Junction Box I Pb5 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables / MultiLontact (Iv1C4) connecbrs Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black) 14year limited product warranty Weight 41.0 Ibs (18.6 kg) Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS 2x n olw3] IN] IAI 12X 066N1] ~LFS IBI-Gg0%0L2 ~G~OLES yV I1.181 -mil 2%9)122]0] ieOl].0]] I J22(12.69] 0X2308[9091 y 1B] IOIf1 ~ ~ _S ENBON ~ °n 25 n 1559161 J91 ~ d6118U ~ (A) 915 [360E] 12L014].2d] 1210]1 1505 [d0.d51 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. e20115unPawer Cagantbn. SUNPOWER, the SunPawwr LOp°, and THE WO0.ID'S STANDARD FOR SOUR,aidlM%fON an lmd.makr ar repiand nademar6 sunpowercorp.com d SanPewsr Cwparatan in the US aM ocher wunaea as well, AR 0.ehe 0.wmd.5peciAran°ns inchdd in div dMShMare sudlM ro charge wmham ndice. Document NOOIdSdbd Rer•B / nR_EN can ~m 2 Strings of B;SurgPawer, 32~wpanels= 1 String of 7 SunPower 327w ftanels .Array tota18213w, Ali'pk fo rm 9~9411ded 4s; Ppr. "NEC node 2,`30/1MW fixo pole. DCewltdhee tronl.~- pairols l¢ ipytlrter. F F F SunPower,~PR 6000P-TL lnverter~~l~~ 2 Strings of 6 SunPower 327w panels First string total 1962w Array total 3924w All panels to be grounded as per NEC code 2, 30 AMP two pob DC switches from panels to inverter F F SunPower SPR 3600P-TL Inverter - ~ ~ Code-Compliant Installation Manua1809 ' _ _ b Table of Contents i. Installer's Responsibilities .................................................................2 Part I. Procedure to Determine the Total Design Wind Load 3 Part ll. Procedtue to Selett Rail Span and Rail7~pe 10 Part III. Installing SunFrame 14 ::~UNIRAC Bright Thinking in Solar Unirac welcomes inpu[ concerning the accuracy and user-hiendliness of this pub&atlon. Please write to pubtleetions@uviraatom. ii' U N I RAC Unirac Code-Compliant Installation Manual sunFrame i. Installer's Responsibilities Please review this manual thoroughly before installing your sunFrame offers fmish 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 or 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 ¢t 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-OS and California Building Code 2007 (collectively referred to as "the Code'? •Unirac also provides a limited warranty on sunFrame products (page 24). Q 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 pazts 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. 2 SunFrame Unirac Code-Compliant Installation Manual ii' U N I RAC Part I. Procedure to Determine the Design Wind Load [l.l.] 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 Sociery 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-OS, Minimum Design Loads for The equarion for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-OS if components and cladding is: you have any questions about the definitions orprocedures presented in this manual Unirac uses Method 1, the poet (psf) = iiK:dpvetso Simplified Method, for calculating the Design Wind Load for pressures on components and cladding in this document. s Des n Wind Load poet (P ~ = t$ The method described in this document is valid for flush, no tilt, SunFrame Series applications on either roofs or walls. A = adjustmentfacror for heightand exposure category Flush is defined as panels parallel to the surface (or with no more than 3"difference between ends of assembly) with no K:t =Topographic Factor at mean roof height, h (ft) more than 10"space between the roof surface, and the bottom of the PV panels. 1 =Importance Factor This method is not approved for open structure calculations. pnetso (psf) =net design wind pressure for Exposure B, at height Applications of these procedures is subject to thefollowing = 30, I = 1 ASCE 7-OS 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 the last 50 years. 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. h (ft) =total roof heightfor flat roof buildings or mean roof 3. The building is regular shaped with no unusual geometrical height for pitched roof buildings trregulariry in spatial form, for example a geodesic dome. Effective Wind Area (sf) =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 [he pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2, page S. 6. If your installation does not conform [o these requirements Roof Zane Setback Length = a (It) please contact your local Unirac distributor, a local professional engineer or Unirac Roof Pitch (degrees) If your installation is outside the United Stales or does not Exposure Category meet all of these limitatons, consult a local professional engineer or your local building authority. Consult ASCE 7-OS [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2: Determieing Ef,~ective WindArea 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. 3 il' U N I RAC Unirac Code-Compliant Installation Manual SunFrame s so(4ol 100(x6) 88 m/s) 11840) 110(64) (00 mh i 90 m (40 m/s) 170161) 140(6x) MBes p6v hour (meters per second) Figure 1. Basic Wind Speeds. Adapted and 170(861 applicable toASCE 7-05. Values are nominal 14M6~ 10610 140(871 140(67) design 3-second gust wind speeds at 33 fee[ above ground for Exposure Category C. 1~~ pl~i ipaWY Y9Md n681on 16N461 170(70) 11014p 1Pg64) 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 I. Determine Roof/Wall Zone, length (a) according to building width and height a = 10 percenc of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the leas[ horizontal dimension or 3 k of the building. Roo( Least Horizontal Dimension ((t) Height((t) 10 IS IO IS 30 40 SO 60 70 80 90 100 12S ISO 175 200 300 400 S00 10 3 3 -3 3 3 4 4 4 4 4 4 -4 5 6 7-.;$ t2 16 20 IS 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 6 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 36 3 3 3 3 1 3 4 5 6 7 8 9 10 12 ;-12 12 12 12 -I6 20- 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 -I3 3 3 4 5 6 7 _ 8 9 10 12.5 IS 16 I6 fb Ib ' 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 I S 17.5 18 18 18 20 S0 3 3 ` 3 3 3=' 4 3 6 7 - 8- 9 k0 12.5 IS If:S 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 I S 17.5 20 24 24 24 Source: ASCE/SEI 7-05, Minimum Design Loads (or Buildings and Other Structures, Chapter b, Figure 6-3, p. 41. 4 • SunFrame Unirac Code-Compliant Installation Manual :s' U N I RAC 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 Hip Roof (7° < 8 5 27°) r. r a h a~ h ~Q a r r a~ `a 'a. ..a` ~a a` Gable Roof (8 5 7°) Gable Roof (7° < 8 5 45°) h .ate a~ r r h ~z y a. a` 'a ~a ~ ~ tea. ? Interior Zones ¦ End Zones ¦ Corner Zones Roofs -Zone I /Walls -Zone 4 Roofs -Zone 2/Walls -Zone 5 Rooh -Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads (or Buildings °nd Otlrer Swctures, (h°pter b, P. 41. Step 4: Determine Net Design Wind Pressure, pnetso Both downforce and uplift pressures must be considered (P4~ in overall design. Refer to Section II, Step 1 for applying Using the Effective Wind Area (Step 2), Roof Zone Location downforce and uplif[ pressures. Positive values are acting (Step 3), and Basic Wind Speed (Step 1), look up the toward the surface. Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2, page 6. Use surface. the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, vse Table 3, page 7. P4~ S »'UNIRAC' UniracCode-CompliantlnstallationManual SunFrame Table 2. paerao (psf) Roof and Wall e~wne sPeee.v (mMl 40 loo no 120 tso 1ao 1sa 170 w,d,~,., zone (m oawnbrte oo.na.« upm Dexnla,a uplk o~r« uais~ DevMwme UpMt oownbrce uPis~ oos~<e Uyk o~,mor<. ups 10 ..5.9. -14.5! 7.3 -18.0 89 -21.8. 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -+10:5 21.1 -52.0 I 20 'S.S -142 6.9 -17.5 8:3 -212 9.9 -25.2 Il.b -29b 13.4 -34.4 15.4 =39.4 19.8 -50.7 d I 50 5.1 -t37 6.3 -16.9 7:6 :SAS 9.0 -24.4 tO.E- -26b 12.3 -33.2 N.I -°18.1 18.1 -48.9 I 100 4.7 >13s€. 5.8 -16.5 ZA X19;9 8.3 -23.7 90 -27;8 11.4 -32.3 13.0 :~Z,O 16.7 -47.6 y > _ s 2 I 0 5.9 -34:.4 7.3 -30.2 SS 365 10.5 43.5 tZ.~ 5 LO 14.3 -592 I SS -67.9 21. I -87.2 $ 2 20 5.6. -2t.8 6.9 -27.0 8.3 32:6 9.9 -38.8 tl,b 45.6 13.4 -52.9 15.4 .-60.7 19.8 -78.0 e 2 50 5.1 -18•;.4 6.3 -22.7 7.b , =275 9.0 -32.7 #fl,b d8.4 12.3 -44.5 14.1 '5f.1 18.1 -65.7 2 100 :4.7 -15.8-: 5.8 -19.5 2'SI -23.6 8.3 -28.1 99 ~-33.0 11.4 -38.2 13.0 .-43.9 16.7 -56.4 ~ 3 10 :.5.9 -35A: 7.3 45.4 89 55:0 10.5 -65.4 t2.4'-. -76.8 14.3 -89.0 I SS -102.2. 21.1 -131.3 3 20 5.6 -3Q,S: 6.9 -37b b.3 -+155 9.9 -54.2 IIb:~3.6 13.4 -73.8 15.4 {.7 19.8 -108.7 3 50 5.1 -221 6.3 -27.3 :7:b 53. i 9.0 -39.3 10.6 462 12.3 -53.5 I #.I :41.5 18.1 -78.9 3 100 i.7 -159 5.8 -19.5 ZA ,b 8.3 -28.1 9.8 33A.. 11.4 -38.2 13,0 -43.9 16.7 -56.4 I 10 8.4 -13.3 10.4 -16.5 125 -19.9 : 14.9 -23.7 175 -279- 20.3 -32.3 23.3 -37.0 30.0 47.6 1 20 7.7` -13A 9.4 -16.0 t#A -t9.4 13.6 -23.0 16.0 '•27A::. 18.5 -31.4 2t:3 36:0, 27.3 46.3 u 1 50 6.7 -125 8.2 -15.4 10.0 -t8:b 11.9 -22.2 13.4 -26.0 16.1 -30.2 19S -34:6 23.8 44.5 I 100 5.9 ,-12:1 7.3 -14.9 8.9 -18,1 10.5 -21.5 12.4 -253 14.3 -29.3 165 -33.6 21.1 43.2 2 10 8.4' •23.2 10.4 -28.7 13.5 -34.7 14.9 41.3 17S 20.3 -56.2 23.3 -64.5 30.0 -82.8 2 20 7.7 --21.4: 9.4 -26.4 t L4 3L.9 13.6 -38.0 16.0 44:5' 18.5 -51.7 21.3 -59.3 27.3 -76.2 $ 2 50 6.7- -18.9:. 8.2 -23.3 10,0 -382 11.9 -33.6 13.9.':-39.4 16.1 45.7 18.5 -52.5 23.8 -67.4 ^`0 2 100 5.9` -17.0. 7.3 -21.0 &9 -255 10.5 -30.3 12.4 35:6 14.3 41.2 16.5 47.3 21.1 -60.8 ~ 3 10 6.4" -34.#:' 10.4 42.4 12.5 51.3 14.9 -61.0 ti.5 '-71.b 20.3 -83.1 23.3 ':-95.4 30.0 -122.5 3 20 7.T -33.1.-:. 9.4 -39.6 N.4 47.9 13.6 -57.1 16.0 -x-67.0 18.5 -77.7 21.3 x:89.2 27.3 -I 14.5 3 50 b.7 -39.1'` 8.2 -36.0 IOA -435 11.9 -51.8 13.4 30.8 16.1 -70.5 18S $1.0 23.8 -104.0 3 100 5.9 -2b,4' 7.3 -33.2 ,,:~9 -102 10.5 47.9 12.4 56.2 14.3 -65.1 16S -74.8 21.1 -96.0 1 10 13.3 -146 16.5 -18.0 :19;9 =2t8- 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 I 20 13.0 -13:8 16.0 -17.1 :19.4 -,~i.7,, 23.0 -24.6 :27.0. •28.9. 31.4 -33.5 36.0 .:38.4 46.3 49.3 m I 50 12.5 •12;8 15.4 -15.9 10.6 492 ~ 22.2 -22.8 -26.0 -26.6 30.2 -31.1 31,6 ~~i5.7 44.5 45.8 I 100 12.1. -12,1 14.9 -14.9 J8J -18.1 21.5 -21.5 252 -25:2.:. 29.3 -29.3 335 -33.6 43.2 43.2 v 2 10 13.3_ -17.0 16.5 -21.0 19.9 -35.5 " 23.7 -30.3 27.8 -3'.#A.:. 32.3 41.2 3Z0 47.3 47.6 -60.6 e 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 36k0 45.3 46.3 -58.1 ,o, 2 50 t2;S -15.3° 15.4 -18.9 18.6 -22;9 ' 22.2 -272 26.0 -326- 30.2 -37.1 34.6 42.5 44.5 -54.6 r 2 100 12,1 -14,5.- 14.9 -18.0 $:I -21.8 21.5 -25.9 25,E -30:4: 29.3 -35.3 33.6 -.405 43.2 -52.0 g 3 10 13.3 -IlA 16.5 -21.0 19.9 •255 23.7 -30.3 27,8 -35:b 32.3 4L2 3Z0 47.3 47.6 -60.8 ~ 3 20 13.0 -tb.3 16.0 -20.1 14.4 34.3 23.0 -29.0 27A -34.0 31.4 -39.4 36.0 !15.3 46.3 -58.1 3 50 12.5 -15.8--. 15.4 -18.9 18.6 .22.9 22.2 -27.2 3bA 4 -32.0` 30.2 -37.1 34.5 d2.5 44.5 -54.6 3 100 12:1: -14:5 14.9 -18.0 .18.1 2#A_,.21.5 -25.9 Z51 30;4: 29.3 -35.3 33b' -10.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 ` 25.9 -28.1 30.4 -3333 35.3 -38.2 fi0.5 '--i3.9 52.0 -56.4 4 20 13.9 -15,1' 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 3t~r: 33.7 -36.7 3&7 42.1 49.6 -54.1 4 50 ^13.0 -14,3 16.1 -17.6 19.5 -21.3 23.2 -25.4 272. -29:9: 31.6 -34.6 3Yt3 -39.7 46.6 -51.0 4 100 '12.4 -13+b 15.3 -16.8 IBS .-20.4 22.0 -24.2 25,9 -28•'f` 30.0 -33.0 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 33.3 -252 26.3 -29.3 30.2 33:6 38.8 43.2 5 10 14.b =t 18.0 -24.1 ~.L:°:25.9 -34.7 30,4_.-40.7 35.3 47.2 40.5 -542 52.0 -69.6 5 20 73;9 -18:2 17.2 -22.5 20.8 X7.2 `.24.7 -32.4 29A -38.0 33.7 44.0 38.7 ,.OS 49.6 -64.9 5 50 1341=•` -165 I b.l -20.3 t9.5 ~4;b ~ 23.2 -29.3 272 -343 31.6 -39.8 3b;2 -45.7 46.6 -58.7 5 100 I3r1- -15,1;' 15.3 -18.7 18.5 -22.6 22.0 -26.9 25,4 -3~-. 30.0 -36.7 #4,1 :-4t1 44.2 -54.1 5 500 10.9 -t2#: 13.4 -14.9 162 -18.1 19.3 -21.5 22,7" -252. 26.3 -29.3 38:2 -33.6 38.8 43.2 Sours: ASCE/SEI 7-05, Minimum Design Loads (or Buildings and Otl~er Swctures, Chapter 6, Figure 6-3, p. 42-43. .v. 6 SunFrame Unirac Code-Compliant Installation Manual Z:' U N I RAC Table 3. pnet3o (psf) Roof Overhang e~w,~e so~s(mMl ER aAe za,,. WM/>n ~ !0 100 '110 120 130 140 - iSB 170 N 2 10 -21.0 -25.9 -31,4 -37.3 -43.8 -50.8 -583 -74.9 2 20 -20.6 -25.5 309 -36.7 -430 -49.9 57.3 -73.6 eo 2 50 20.1: -24.9 -30.1 -35.8 -42.0' -48.7 .55.9:' -71.8 i 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 Q 3 10 -34.6 -42.7 -51,6 -61.5 -72.t ' -83.7 -96.0 -123.4 0 3 20 -27.1 -33.5 -40x5 48.3 56,4: -65.7 -75.4 -96.8 e 3 50 -tT.3 -21.4 -25.9 -30.8 -35.1 41.9 -48:1 -61.8 s 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 274 -35.2 2 10 -27.2 -33.5 -40.4. 48.3 56.7 -65.7 -75.5 -96.9 4i 2 20 -27.2. -33.5 -40~b 48.3 -S#c7.,. -65.7 -755 -96.9 boa 2 50 -273 - -33.5 :-40:6 48.3 Sb.7 ' -65.7 -755 -96.9 2 100 272 -33.5 -40.6 48.3 -56.7 -65.7 -755 -96.9 N $ 3 10 45.7 -56.4 -68,3: -81.2 -45.3 -I 10.6 -12b.9 -163.0 ~ 3 20 412 -50.9 -61:6 -73.3 -86A -99.8 dl#.5 -147.1 3 50 35.3 43.6 52:8 -62.8 •73=7 -85.5 A$.1 - -126.1 c 3 100 30:9 " -38.1 45:1 -54.9 X64.4 -74.7 - -110.1 d 2 10 -24.7 30.5 -36,9 43.9 51.5 -59.8 •68.6 A8.1 2 20 -24.0 -29.6 -35:8 42.6 -500 -58.0 -665 -85.5 v 2 50 -23:0 : -28.4 -345 40.8 -479 : -55.6 53,8 $2.0 e 2 100 22.2 -27.4 -33.2' - -39.5 X16.+1 -53.8 -61,7 -79.3 E 3 10 -24.T` _30.5 -36:9 43.9 51.5 -59.6 -68.6 A8.1 3 20 -24.0 -29.6 -35.8 42.6 -50.0 -58.0 -665::. X5.5 0 3 50 -23.0 -28.4 -343 40.8 47.9 -55.6 -b3.8. -82.0 3 100 -222 -27.4 -332 -39.5 -i%4 -53.8 -61,7` -79.3 Source: ASCE/SEI 7-0S, Minimum Design Loads (or Buildingr and Other SvuRUtes, Chapter 6, p. 44. Step 5: Determine the Topographic FaMOr, lfat sxrosuas c has open terrain with scattered obstruc- Forthe purposes of this code compliance document, the lions having heights generally less than 30 feet. This Topographic Factor, Kst, is taken as equal to one (1), meaning, category includes flat open country, grasslands, and all the installation is on level ground (less than 109b slope). If the water surfaces in hurricane prone regions. installation is not on level ground, please consult ASCE 7-05, exrosuas D has flat, unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This catego- Topographic Factor. ry includes smooth mud flats, salt flats, and unbroken ice. Step 6: Determine S.xposure Category (B, C, D) Determine the Exposure Category by using the following Also see ASCE 7-OS pages 287-291 for further explanation and definitions for Exposure Categories. explanatory photographs, and confirm your selection with the local building authority. The ASCE/SE17-OS* defines wind exposure categories as follows: exrosuas a is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. 7 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Step 7: Determine adjustmentjaetorjorheightand Table 4.Adjustment Factor for Roof Height & exposure category, A Exposure Category Using the Exposure Category (Step 6) and the roof height h ~p~rc (ft), look up the adjustment factorfor height and exposure in ~e,,,L Table 4. nrzrrc (/4 g C p IS I.00 1.21 1.47 Step 8: Determine the Importance Aactor, I 20 I.00 1.29 I.55 25 I.00 1.35 I.bl Determine if the installatlon is in a hurricane prone region. ;0 I.00 1.40 1.66 Look up the Importance Factor, Table 6, page 9, using the 35 I.OS 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 I.56 I.81 SS 1.19 1.59 1.84 Step 9: Calculate the Design Wind Load, poet (ps,~ 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure, pner3o (pst) (Step 4) by the adjustment factorfor height and exposure, A (Step 7),the Source: ASCE/SFJ 7-0s, Minimum Design Loads (or Buildingr and Other Topographic Factor, Kzr (Step 5), and the Importance Factor, I Svuaures, Chapter 6, Figure 63, p. 44. (Step 8) using the following equation: poet (psf) = AKatI pner3o peer (psf) =Design Wind Load (10 psf minimum) A = adjustmentfactorfor height and exposure category (Step 7) Kzr =Topographic Factor at mean roof height, h ((t) (Step 5) I =Importance Factor (Step 8) pner9o (psf) =net design wind pressure for Exposure B, at height = 30, 1 = 1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used ¢t Part II to select the appropriate SunFrame Series rail, rail span and foot spacing. Table S. Worksheet for Components and Cladding Wind Load Calculation:IBC 2006,ASCE 7-OS Vorade DcvipOOn Sym6d Ydue Unit Step aare,eea Bufldheg Height h k _ Building, Leazt Horaontal Dimension k Rdxdl'Itth < degrees Exposure Category 6 BasicVYMd Speed V mph I Figure l C-ffective Roof Area sf 2 Roa~f Zone': Length - - a ,'k 3 Table Roof ZoneLocation 3 Figure2 Net DeslgaWatdPrassurc paase - psf.:.. 4 Table 2,3 Topographic factor Kzr x 5 adlustmeiitfacusr tw' he~1t and ezprysuro ,4 x. 7 Table 4 Importance Factor I x 8 Table 5 ToWDesipnWindLoad pace" psf 9 - 8 SunFrame UniracCode-CompliantlnstallationManual ii'UNIRAC' Table 6.Occupancy Category Importance Factor NwNeummarre Pmx a<pons are Nurrcnne Rene Repons Humrnne Rene N~ .a saw esp~e,v= r.;m era;rw~e ~^KN~r la~t^rr oaivN~^ e~Advr~ryp~c.orrrpk, es~oo aM.ardab,ka sDree.v>~apr,pn 1 Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hoard to human life in the event of failure, including, but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I, III, and IV. Buildings and other Buildings where more than 300 people congregate struttures that Schools with a capacity more than 250 I .I S I .I S III represent a substantial Day Cares with a capacity more than I50 hazard to human Iffe in Buildings for colleges with a capacity more than 500 the event of a failure, Heahh Care facilities whh a wpaciry more Chan 50 or more including, but not limited resident patientt to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care (acilkies having surgery or I.I S I. I S suutturcs 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 Designaud emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary svuctures required for operation of Occupanq Category IV strucwres Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump swttures required to maintain water pressure for fire suppression Buildings and other strucwres having critical national defense functions Source: IBC 2006,Tabk 1604.5, Occupanry Category o(Buildingr and other rtruaures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildingr and Other Svumres,Table 6-l, p.77 9 iii U N I RAC' Unirac Code-Compliant Installation Manual SunFrame Part II. 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-OS structural engineering methodology The beam calculations y,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 Loadt, S (psf), Design Wind Load, poet (psf) from Part I, Step multiple supports. Please refer to Part I for more information 9 and the Dead Load (psf). 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 correM 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, p„et. See P (psf) = 1.OD + LOSr (downforce case 1) Part [ (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. P (psf) = 1.OD + I.Opnet (downforce case 2) 3. Please Note: The terms rail span and footing spacing p (psf) = 1.OD + 0.755t + 0.75pnet (downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P (psf) = 0.6D + I.Opact (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 psf, see your Unirac distributor, a local structural engineer or S =Snow Load (psf) contact Unirac. poet =Design Wind Load (psf) (Positive for downforce, negative The following procedure will guide you in selecting a Unirac for uplift) rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting The maximum Dead Load, D (psf], is 5 psf based on marker Assembly that the building structure must be capable of research and internal data. supporting. t SnowLoadReduction -The snow Load can be reduced according to Chapter7ofASCE 7-O5. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. Figure 3. Rail span and footing spacing are interchangeable. r Ra{i ypa' L ar~ S r B pat{fig ~oaJ\ a~J\~ ~ ~tQeo ~\s Note: Modules must be centered symmetrically on the rails 2'), as shown in Figure 3. If this is to not the case, tail Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual 8' U N I RAC Table 7. ASCE 7 ASD Load Combinations Onaiptian Ymiapk i~ew c..l: OanFYe c..3= urw Dead Load D L0 x L0 x psf Snow Load S LOx + 0.75 x + psf Design Wind Load Pnet 0.75 x 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, Step 3: Determine Rail Span/ L-Foot Spacing w (pifl Using the distributed load, w, from Part li, Step 2, lookup the Determine the Distributed Load, w (plf), by multiplying the allowable spans, L, for SunFrame. module length, B (ft), by the Total Design Load, P (psf) and dividing by two. Use the maximum absolute value of the three There are two tables, L-Foot SunFrame Series Rail Span Table downforce cases and the Uplift Case. We assume each module and Double L-Foot SunFrame Series Rail Span Table. The is supported by two rails. L-Foot SunFrame Series Rail Span Table uses a single L-foot w = PB connection to the roof, wall orstand-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 the w =Distributed Load (pounds per linear foot, plf) part III for more installation information. B =Module Length Perpendicular to Rails (ft) P =Total Design Pressure (pounds persquare foot, psf) Table 8. L-Foot SunFrame Series Rail Span Sin w = nmmwna Loud (N 20 25 30 10 50 60 80 100 120 I~0 I60 180 200 220 2~0 260 280 300 X00 500 600 700 2 SF SF SF SF 5F SF SF SF SF SF SF SF ~ SF SF SF SF- Sf 2.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF SF SF Sf SF SF SF SF SF SF $F Sf 1.5 SF SF SF SF SF SF SF SF SF SF SF S SF $F $F SF $F $F SF SF SF SF $F 5.5 SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF Sf SF SF SF SF 6.5 SF SF SF SF SF SF SF SF SF 7 SF SE SF SF SF SF SF SF 7.5 SF SF SF SF $F SF SF SF 8 SF SF'. SF SF $F -SF SF SF - 8.5 SF SF SF SF SF SF SF 9 SF SF ' SF SF SF 'SF 9.5 SF $f SF SF SF SF 10 SF SF.' SF SF SF 10.5 SF SF SF SF II SF SF' SF SF II.S $F SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF N SF 11 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 9. Double L-Foot SunFrame Series Rail Span svo„ . = ouow~~e I.o,a i (R) 20 35 30 ~ 50 60 80 100 120 140 160 I80 200 220 210 260 280 300 400 500 600 700 2. SF SF SF SF SF SF Sf SF ~ SF -SP SF SF SF SF SF SF SF SF SF 2.5 SF SF Sf SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 3 Sf.:. . SF SF ::-SF SF ~ SF SF ~ SF SF ~ SF SF -3F,~ SF SF ff 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 1 SF ~ SF SF - SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5 SF SF SF SF SF SF SF SF NSF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF $F NSF SF SF SF SF $F SF 6.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF ~ SF SF SF 7.5 SF SF SF SF SF SF SF SF e SF SF SF SF SF $F SF SF 9.5 SF SF SF SF SF SF SF 9 SF - SF SF SF SF -SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF SF SF SF SF 11.5 SF SF SF 12 SF SF 12.5 SF SF 13 SF SF - 13.5 SF t4: SF Step 4: SeleM Rail Type Step 5: Detertalne the Downforce Point Load, R (ibs), Selecting a span affects the price of your installation. Longer at each connection based oa 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 (Ibs) 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 (Ihs), is determined by It is the installer's responsibility to verify that the buildine multiplying the Total Design Load, P (p§~ (Step 1) by the Rail structure is strong enouY to s Dort the ooint load Span, L (ft) (Step 3) and the Module Length Perpendicular to forces, the Rails, B (ft). R (Ibs) = PLB R =Point Load Qhs) P =Total Design Load (psfJ L =Rail Span ((t) 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. 12 SunFrame Unirac Code-Compliant Installation Manual U N I RAC Table 10. Downforce Point Load Calculation Total Design Load (downfore) (max of caze I, 2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Downforce Point Load R Ibs 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 I I .Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x k Rail Span L x ft Step 4 Uplift Point Load R Ibs Table 12. Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag suety spedpcations satisfy your Uplift Point Load Force, R (lbs), requtrements. Specific ''/a" shaft* grovRy per inch thread depth It is the installer's responsibility Douglu Fir, Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir, South 0.46 235 enough to support the maximum Engelmann Spruce, Lodgepole Pine point loads calculated according to (MSR 1650 f & higher) 0.46 235 Step 5 and Step 6. Hem, Fir, Redwood (<lox grain) 0.43 212 Hem, Fir (North) 0.46 235 Southern Pine 0.55 ;OT 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:Ameri<an Wood Counal, NDS IOOS,Table 11.2A, 11.3.2A. Notex~ (1)Thread must be embedded in the side groin o(a ratter or other rtmRUml member integral whit the building structure. (2) Lag 6ohs must be located in the middle third o(the rtruaurol member. (3) These values are not valid for wet service. (4) This table does not include shear capacties. ((necessary, contact a local engineer to spedfry lag bob size whh regard to shear forces. (5) Install lag bobs with head and washer push to sur(a<e (no gap). Do not aver-torque. (b/Whhdrowal design values (or lag spew connections shall be muhiplied bl' applicable adjurtment factor if necessary. See Table 10.3.1 in the Amerimn Wood Coundl NDS for Woad Construction. *Use flat washers whh lag suews. 13 iieiUNIRAC Unirac Code-CompliantlnstallationManual 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. " l~ © O O 4 O ~ a 0 a~~~ O Figure S.SunFY~ame threaded slot rail, cross section, actual sire. 14 SunFrame Unirac Code-Compliant Installation Manual :C' U N I RAC 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-TS alumi- each L-foot or aluminum two-piece standoff, except in num extrusion, anodized (clear or dark bronze) [o mach lowest row. 6105-T5 aluminum extrusion. Sliders allow PV module kame. easier alignment of rails and better snugging of PV mod- ules between rails. Includes 3/s' x 11/d' bolt with flange © Cap strip-Secures PV modules to rails and neatly nut for attaching L-foot or standoff shafr, and two s/~' frames top of array. Lengths equals rail lengths. Cap strips x 2 t/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-TS aluminum extrusion, anodized (clear or dark bronze) to match PV ®Flattop standoff (optional) -Use if L-foot cannot be module frame. secured directly to rafter (with rile or shake roofs, for example). Use one per L-foot. 7tvo-piece (pictured): © Cap strip screw ('/a-20 x 1, Type F thread cut[ing) -Use 6105-TS aluminum extrusion. Includes 3%' x 3ia' 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 nvo sue" x 3 td' 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/e" x 1'/a" any cap strip segment.16-8 stainless steel, clear or black bolt with lock washer for attaching L-foot. Fleshings: Use to match cap strip. one per standoff. Unirac offers appropriate fleshings for O Rail 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-TS aluminum extrusion, an- odized (cleaz or dark bronze) to match PV module frame. Installer supplied meceriaht: © Self-drilling screw (No. 10 x'/a') -Use 4 per rigid splice Lag screw for L-foot-Attaches L-foot or standoff to or 2 per expansionjoin[. Galvanized steel. rafter. Determine length and diazneter based on pull-out 0 End 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 fleshings, zinc plated hardware is adequate. Note: Lag screws are provided with Q Truss-head sheet metal screw (No. 8 x 5/e')-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. O L-foot-Use to secure rails either through roofmg mate- rial torafters, to L-foot adjusting sliders, or to standoffs. Clamps for standing seam metal roof-See "Frequently 6105-TS aluminum extrusion, anodized (clear or dark Asked Questions (p. 16). bronze) to match PV module frame. Double L-foo[ is also available. !D L-foot bolt (3/e" x 1 i/a') -Use one per L-foo[ [o secure rail to L-foot. 304 stainless steel. Flange nut ('/a') -Use one per L-foot bolt. 304 stainless steel. Required torque: 30 to 35foot-pounds. Q Stainless steel hardware can seise up, a process called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti-seise lubricant 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. Vµe 15 ~~=UNIRAC' UniracCode-CompliantlnstallationManual 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 45 feet, see instruction manual 908.1 concerning thermal expansion issues. 1 ~h" each end of °nay lapsutx ~ Figure 4 Aasumptiatu: i~atedules (60`lt~k7, ~ _ an 3xotva-a~;modutes i44" (34'raydule a4rnodules perrow) ArtsYkngth~Ti;t) f6tt` _ lengihrt2 ~8'~li's' .---widthx2 . + 14rt'~Ji' ule raTwidthx 2 rails) 1. Laying out the installation area An°y length Rails Always install SunFrame rails perpendicular to rafters. (These _ instructions assume typical rafters that run kom the gutter to the peak of the roof. If this is not the case, contact Unirac.) Rails aze typically mounted horizontally (parallel to the lower edge ofthe root), and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during installation. During module installation, you will need to slide _ one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number _ r of modules per row in your installation, determine the size of your array area following Figure 6. Andy width -?I (module width Times modules per row) Figure 6. Installation area layout. Note: Module length is not neces- sarilymeasured 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. 16 ' SunFrame Unirac Code-Compliant Insta(Iation Manual U N I RAC 2. Installing the lowest row of L-feet and rail '"w: "c In the lowest row, i[ is not necessary to use L-foot adjusting =gym sliders, even if you plan to use them in subsequent rows. Install L-feet directly onto low profile roofing material such as asphalt 1' shingles or sheet metal. (For high profile roofs, such as tle _ ~ k';' or shake, use optional standoffs with flashing to raise L-feet. } = ~ L-feet must be flush with or above the highest point of the roof . surface.) t ~.i 'ts- _ 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- y,. a rangements. ~ L feet If you are usingL foot adjustingsliders, you must use ~ / Q the short side of the the L foot against the roof in the Log ~ ~ first row. See Figure 9 below. screw / If you are using both L foot adjusting sliders and standoffs, ~ Always ktg into slot see the upper box on page 11. O nearest fha bend in the L-foot Install the first row of L-feet at the lower edge of the instal- / / 2,~~- lation area (Fig. 8). Ensure feet are aligned byusing achalk line. (A SunFrame rail can also be used as a straight edge.) Lower edge of Position the L-feet with respect to the lower edge of the roof as ~ ~ ~ installation oreo illustrated in Figures 7 and 8. Figure 7. Placement of firs[ L 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 [he Roof peak lag screws. Seal the underside of the L-feet with a suitable weatherproof sealant. 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). Utility slot for No. 10 screw Cut the rails to your 1 array width, being sure to keep rail slots free ~ of roofing grit or other Utility slot for ~/i' debris. If your instal- hexhead bolt Slot for s/s" ~ ~ laton requires splices, Frgure 8. L-Poor footing bolt assemble them prior to °rienration. ~y'~ ~ attaching L-feet (see "Footing and splicing require- ments," p. 11, and "Material planning for rails and cap strips,' p. 13). Slide the sis-inch mountng bolts into the footing slots. If more than one splice 1 is used on a rail, slide L foot bolt(s) into the footing slot(s) of the interior rail segmenr(s) before splicing. Loosely attach the rails to the L-feet with the ' I flange nuts. Ensure that rails are oriented with respect to the L-feet as shown in Figure 9. Align the _ ~ ends of the rail to the edge of the installaton area. Ensure that the rail is straight and parallel to the _ edge of the roof. Then tighten the lag screws. Roof peak Figure 9• L foot orientation in wnjunction with L-(oot atliusting sliders. The sliders include two utilityslo[a to secure module caving, combiner boxes, and other system wmponents. 17 :e°UNIRAC' UniracCode-CompliantlnstallationManual SunFrame Using standoffs with L-foot adjusting sliders 'IWo-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/s-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 entve 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 standoffs. .'~'C-~' i ~ ~ ~ t With standoffs ofequalleng[h, orientL foot to compensate for Ifthes[andoff supporting the lowest rail islinch taller than height difference. the stando on the ffs footingsliders, place both L feet in the same orientation-either both long side up or both short aide up. ~8-->•N--A~ L-foot This example assumes a rail seven times the length of the shaded areas. [f more than one splice is used, be sure the foot)ng spacing (A). A splice may be lorated in any of the combination does not violate Requvements 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- motessuperior 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 instaiLer 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, therma(expansion joints 6. Interior rail sections supported by only one L-foot must may be necessary. Please contact Unirac. be adjacent, on at least one side, to a rail section sup- ported by no less than two L-feet. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially 7. 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 ~ ~ ~ y A is 32 inches, Overhang B should not exceed 16 inches. ~ . . ~ Stringer ; , 1~------- F---- Fa ; Rail n Modules should always 6e fully supported by rails. In other words, modules i i i i should never overhang rails. This u especially critical when supporting the ahortaide of anon-rectangular module. When a rail supports a pair of non- i ' ' i rectangular modules by themselves (r(ght), 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 requireastringer between rafters to ensure proper footings. Non-rectangular modules v.R 18 SunFrame Unirac Code-Compliant Installation Manual 1i' U N I RAC 3. Laying out and installing the next row of L-feet ~ - With L-feet only: Position the second row of L-feet in accor- dance with Figure 10. Ensure that you measure between the ~ ;Qj lower bolt hole centers of each row of L-feet. Install the second Modvle le~ , row of L-feet in the same manner and orientation as the first (hole To hole( / row, but leave the lag screws a half turn loose. Be aware of the set-up dme of your sealant; the L-feet will not be fully fight- ~ ened until Step. 4. With L-foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- lion below provides spacing guidelines. The length of the module (Ain Fig. 11) includes any prottusions, such as lips or Figure 30. L foot separation. See the note on module length in the pan-head screws in its frame. caption ofF(gure 4 (p. 9). Attach and seal L-foot adjusting slider: Install lower lag first, footing boil next, and upper lag last. Attach an L-foot with its short side up to each slider. Roof peak A modulele lengf~ A j,~. Align slider A _ center hole }o chalk line -'~tii~ _ _ ~ ~ Lowest row of L-feet ~ Align slider " - s~(t (no footing sliders) _ - ~ A - 3 ~/n' center hole _,~yF; t ~ to chalk line A + 3/a A+ 1 3/16 A+2i/e" Figure ll. If you are uaingL-foot adjuatingaliders, this spacing between rows places L feet at the center of their at(justment 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. Lay one module in place atone end of the rails, and snug the upper rail (Fig. 12) toward the lower rail, leaving no gap between the ends of the modules and either rail. (If pan-head screw heads represent the ttue end of the modules, be sure the saew heads touch the rails on both ends.) Tighten the lag screw on that end. Slide the module down the rails, snugging 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 rop rail rails at several points along the row. Adjust L-foot positions as needed. 5. Installing remaining L-feet and rails • Ail rails are fitted and aligned. Install the L-feet and the rails for the remaining rows, follow- • All footng bolts and lag screws aze 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- therows. When complete, confirm that: cured) in the highest row. Pege 19 ts' U N I RAC' Unirac Code-Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use foryourparticular array canprevent 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 aze detailed in "Footing Rail segments come from five 192-inch lengths, lettered A and splicing requirements" (p.ll). Structurally, cap snips 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 2• 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 tia-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 fmal mounting. material planning.) preliminary footingand splicepositions 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.ll). In this example, ~ and superior aesthetics. This example conserves material the center of [he array is offset 2 inches from [he 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 logs 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 1. .I II .I II I. I. I. .I Trim line (array edge) j ~ j ~ I ~ Trim line (array edge~~~ hI •V11T• ' •.I ~I X96" lst cap stop .I C 63" E 122" 4th rail i ii ii~ ii ii .W 112". X 96" 2nd caP Strip i B 83" i i I ~ ~ D 122" 3rd rail i' ~i i~~ ii ii ; • V 80" ; ; ; Y 128" 3rd cap strip A 96'" i~ i. i i C 109" i t 2nd rail 'I 11 ' II 11 • W 8a' ~ ~ ~ , Z 128" I 4th cap strip ~ I A 96" ; ~ ; ; ~ ; B 109" ; ; 1st rail ii ii ill i ii Usable remainder. D, 70"; E, 70"; Y, 64"; Z, 64" 20 SunFrame Unirac Code-Compliant Installation Manual i{' U N I RAC' 6. Securing the first module Gather sufficient lengths of cap strip ~ -Cap strip screws to cover the length of the fast rail. For - maximumvisual appeal and material conservation see "Material planning for ~ e rails and cap strips" (p. 13). 1(3 module width Slide the first module into final position atone end of the array. Lay the remaining - _ modules in the top row, leaving a gap about a foot wide between the first and second modules (Fig. 13). The temporazy gap allows the installer to _ place one of his feet between modules. He 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 last module may overhang the rail by up not Uistatl second cap strip ~tttq kmrer to one third its width. modues ae placed Attach the end of the cap strip with Sfeppmg 9oP the cap strip screws (Fig. 13, inset), so that the upper end of the first module is Figure 13. Begin cap sWp installation. secure. Q The structural integrity of your array requires that cap strip screws fully engage the threaded rail. Use the cap strip screws suppled with your cap strips. Any substitute screws must 6e'/.-20 Type F thread cutting (18-8 stainless 2. nstoil Screws steel) and the correct length. See Table 4 (pg. I5) to match screw length to the sire 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 StepP~n9 gaP hole falls more than 4 inches from any end, drill a -inch hole 2 inches from the end and install an additional screw. Pigure 14. Position and secure modules one by one. Q Wherever it is necessary to make a new cap strip hole, drill a t/.-inch hole before installing the cap strip screw. 7. Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it (Fig. 14). For a neat installation, use cable ties to attach excess wiring to the rail beneath the flanges. Unirac's cable ties can be attached to the SunFrame rail by drilling a ~/cinch hole in the rail and pushing the end of the tie into the hole. Continue the process until all modules in the top row are in final place and secured from the top. When complete, every Ste ping gap- 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 aceess 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. Poge 21 ii' U N I RAC Unirac Code-Compliant Installation Manual SunFrame v- 9. Installing the end caps t., a ~ t;,p'-'a b p'` ~ m Attach the end caps to the ends of the rails by securing with Y , p. ' the truss head sheet metal screws provided (Fig. 16). ~ ~ii~E, gs ~ ~ . $(i;r' Pigure 16. End cap installation. Table 4: PV module, cap strip, and cap strip screw compatibility To ensure rode compliance and a suuaurally sound array, cap svip sizes and cap snip screw lengths must be compatible with the FN modules in your installation. All cap strip screws must be %.-20 Type F thread cutting (18-8 stainless steel). Module thickness or type ~ svip Required screw inches mm cross section Cap strip size length (inches) 1.34-1.42 34-36 C I.50-1.57 38-40 D 1.77-I.85 45-47 ~ F 1" 1.93-2.01 49-51 ~ E I Sharp lipped modules G I" Sanyo lipped modules _ I~ H 22 SunFrame Unirac Code-Compliantlnstallation Manual ii'UNIRA~ Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame azray7 SunFrame L-feet will mount to the top of the S-5! clamps The answer depends on the orientatlon of your L-feet and with the 3/s-inch stainless steel bolt provided with the S-5! the length ofyour standoffs, if used. See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation, details regarding instaflatlon. 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 Manufacrurers' 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 its steel standoffs and Oate ®or Unirac flashin s for its 'i nnodule y g thickness aluminum two-piece standoffs. See our SunFrame Pro-Pak ~ varies Price List. How do I attach SunFrame to a standing-seam metal 2~ /a-, ~ /e" ~ root? A good soluton comes from Metal Roof Innovations, Ltd. (MRI). They manufacture the S-5! clamp, designed to at- ~ tach a wide vaziety of products to most standing-seam metal roofs. It is an elegant solution that eliminates flashings and iFMiick ess penetrations altogether. varies ~ule 2~/°' /s }hickness varies ~/e"±~/s- Standoff height ~ i 3/~ ra P~6~ 23 li' U N I RAC Unirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Uninc.lnc., warrants to the original purchaser [he pncdces specifed by AAMA 609 & bI0A2 If wichin the specked Warranty periods the ("Purchaser') of product(s) that k manuhtturcs -"Cleaning and Maintenance forArchkettunlly Produtt shall be reasonably proven to be ("Product") at the original installation ske that Finished Aluminum" (wwwaamanecorg) are not defecdve, then Unirac shall repair or replace the [he Product shall be free from defects in material followed by Purchazer.This Warranty does not defective Produtt, or any part thereof in Uninci and workmanship (or a period of ten (10) years, cover damage to the Product that occurs during sole discretbn. Such repair or replacemen[ shall excep[ for the anodized finish, which finish ks shipment. stooge, or installation. completely satisfy and discharge all of Uninc's shall be free from visible peeling, or cocking or liabil'ny with respec[ to this Iimked Warranty. ThisWarranry shall beVOID if instills[ion of chalking under normal atmospheric conditions Under no circumstances shall Unirac be liable the Product is not performed in accordance for a period of flue (5) years, from the earlier wi[h Unin~s written insdla[ion insvuc[ions, for special, indirett or consequential damages of I) the date the Installation of the Produtt is or i(the Produtt has been modified, repaired, arising out of or related to use by Purchazer of completed, or 2) 30 days abet the purchaze of the Produtt. or reworked in a manner not previously the Produc[ by the original Purchazer ("Finish au[horized by Unirac IN WRITING, or d the Manufacturers of related kems, such as PV gs, may provide written WOTdnry Product is instilled in an environment for which modules and Flazhin The Finish Warranty does not apply to arty it waz not designed. Unirac shall not be liable warranties of their own. Unirac i limited loreign residue deposked on [he finish. All for consequential, comingent or incidentil Wartanry covers only its Product. and not any insWladons in corrosive atmospheric wnd'NOns damages arising ou[ of the use of the Product by related kems. are excluded.The Finish Wavanry isVOID if Purchaser under arc/ circumstances. U N I RAC >.giigBroqdway Boulevard NE Albu uer ue NM 87ioZ-1545 USA 24 e// l..J Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B ~ _ Ph: 631-988-0000 Bohemia, NY 11716 ,~~I~~ P Fax: 631-382-8236 www.pacificoengineering.com E' IN Gc engineer@pacificoengineering.com April 22, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Barry Root Section: 86 6315 Indian Neck Lane Block: 6 Peconic, NY 11958 Lot: 20 I 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 Cade, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A B mean roof height 13 ft 13 ft pitch 11 1/2 in/12 7 3/4 in/12 roof rafter 2x10 2x12 rafter spacing 16 in OC 16 in OC Reflected roof rafter span 7.3 ft 17.8 ft Table R802.5.1(1) max 20.6 ft 23.8 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, Ib mph psf Roof Section A C 20 120 31 426 5/16" dia screw, 4-112" length, 2 per B 31 426 5/16" dia screw, 4-112" length, 2 per Weight Distribution pc NE W YOA array dead load 3.5 psf ~ PAC/Fj load per attachment 48.0 Ib Ralph Pacifico, PE ~ 1~~;,-f Professional Engineer 2 ~2 `r 066~8~" ~ ~~A ~P Ralph PwzilS~'b ngineer NY 066 04744306 I~i ?GREENLOGIC® ENERGY Greenlogie, LLC Approved Barry Root 6315 Indian Neck Road Peconic, NY _ SuAace#1: _ Total System Size: 10.137kW Array Size: 6.213kW 2 strings of 6 and 1 string of 7 on SPR6000P-TL Azimuth: 184° I Pilch: 44° ~ Monitoring 9yste~ N SunPOwer II PanegArray Specifications: Panel: SunPower 327w Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 211.90" X 306.95" SuAace: 33' 3" X 23' i Magic#:62.14" _ Legend: ~ SunPower 327W Panel X - UniRac SunFrame Rail • 37 UniRac 4" Drk Standoffs 2x12" Douglas Fir Rafter 16" O.C. X ~ - _ - Notes: Number of Roof Layers: 1 Height above Roof Surtace: 4" Materials Used: UniRac, SunPOwer, Power One Addetl Roof load of PV System: 3.5psf Engineer/Architect Seal: N~wr \ N PAC/~7p~~,q p ~ v r ~ It w n v ~ I ` 2 ~ , s ~i i F ossla~ 0 pROFEgc~O~'P Drawn By: MVP Dravdng # 1 of 7 Date: 4/12/13 REV: A Drawing Scale: 3/16" = 1.0' ~GREENLOGIC~ i ENERGY GreenLOgic, LLC Approved Barry Root 6315 Indian Neck Road Peconic, NV Surface #1: Total System Size: 10.137kW Array Size: 6.213kW 2 strings of 6 and 1 string of 7 on SPR6000P-TL Azimuth: 184° Pitch: 44° ~ ` Monitoring System: F N SunPower PanellArray Specific_a_ lions: Panel: SunPOwer 327w Racking: UniRac SunFrame Panel: 61.39" X 41.18" Anay: 211.90" X 306.95" ~ Surtace: 33' 3" X 23' _ ~ Magic 62.14" Legend: ~ ~ SunPOwer 327W Panel UniRac SunFrame Rail • 37 UniRac 4" Drk StandoRs 20x102" Douglas Fir Rafter 16" Notes: ~ Nu~oof Layers: 1 Height above Roof Surtace: 4" II i Materials Used: UniRac, SunPower, Power ~ One ~ Added Roof load of PV System: 3.Spsf EngineerlArc Itect Seal - - QcRt±= ~l Y QN PACIFC``7 P . ~ r~+ i-~ W p861 g2 Q, AR~FESSIONP Drawn By: MVP Drawing # 2 of 7 Date: 4/12/13 REV A _ Drawing Scale: 3/16" = 1.0' ~i ?GREENLOGIC~ ENERGY GreenLOgic, LLC Approved Barry Root 6315 Indian Neck Road Peconic, NY Surface#7: Total System Size: 10.137kW Array Size: 6.213kW 2 stdngs of 6 and 1 string of 7 on SPR6000P-TL ~ Azimuth: 184° , 3 ~ ~ ~ ~2 Pilch: 44° ~ Monitodng System: N ~ SunPower y _ / Panel/Anay Specification_ s: 3 2 Panel: SunPower 327w Racking: UniRac SunFrame ' Panel: 61.39" X 41.18" Array: 211.90" X 306.95" / Surace: 33' 3" X 23' 3 2 Magic 62.14" \ - _ Legend: ~I E-(-{-I SunPower 327W Panel ~ - UniRac SunFrame Rail 1 / oo• 37 UniRac 4" Drk Standoffs B ~ O C? Douglas Fir Rafter 16" Notes: - Number of Roof Layers: 1 _ _ 1 _ Height above Roof Surface: 4" ~ ~ Materials Used: UniRac, SunPower, Power One Added Root load of PV System: 3.5psf EngineerlArchitect Seal: ,C~OF NEWy P PypN PR C7.c7C d r ~ r t. \s~0 C6& 1 g2 ~~C? ~R~~S Sl C`'P Drawn By: MVP Drawing # 3 of 7 Date: 4/12/13.._ J REV: A Drawing Scale: 3/16" = 1.0' ~?GREENLOGIC~' ENERGY GreenLogic, LLC Approved Barry Root 6315 Indian Neck Lane Peconic, NY Surface #2: Total System Size: 10.137kW Array Size: 3.924kW 2 strings of 6 on SPR3600P-TL P chu94g~ ~ Monitorin System: i SunPower PanellArray Spe_ci_flcatlons: ~ ~ Panel: SunPower 327w Racking: UniRac SunFrame ~ ~ ~ i ~ Panel: 61.39" X 41.18" Array: 429.73" X 86.11" Surface: 39' 2" X 23' 8" Magic 41.93" Legend: ~ SunPOwer 327W Panel UniRac SunFrame Rail • 29 UniRac 4" Drk Standoffs 2z10" Douglas Fir Rafter 16" O.C. Notes: ! Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf EngineerlArchltect Seal: OF N ~ r1~ Y Q~ PACI~~C~q~ e~ ~'-t ~ y ~ ~ i F ossl'a OpROFESStO~P Drawn By: MVP Drawing # 4 of 7 Date: 4/12/13 i REV: A Drawing Scale: 3/16" = 1.0' ~?GREENLOGIC~ ENERGY GreenLogic, LLC Approvetl Barry Root 6315 Indian Neck Lane Peconic, NY s~rtace #z: Total System Size: 10.137kW Array Size: 3.924kW 2 strings of 6 on SPR3600P-TL Azimuth: 94° Pitch: 34° i Monitoring System: Z ~ i ~ ~ SunPower ' PanegArray Specifications: _ _ Panel: SunPower 327w Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 429.73" X 86.11" Surface: 39' 2" X 23' 8" Magic 41.93" Legend: ~ SunPower 327W Panel UniRac SunFrame Rail • 29 UniRac 4" Drk Standoffs O 0 2x10" Douglas Fir Rafter 16" N 6 O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: UniRac, SunPower, Power One Added Roof load of PV System: 3.5psf EnglneerlArchitect Seal: UE W YO ~ pACIF~ A „e r * w ~sF ....;06618. ,p.Gi2 ~ ~'OROFESS10c Drawn By: MVP 1 Drawing # 5 of 7 Date: 4/12/13 REV: A Drawing Scale: 3/16" = f.0' G?GREENLOGIC ENERGY GreenLogic, LLC Approved Barry Root 6315 Indian Neck Lane Peconic, NY Surface #2: Total System Size: 10.137kW Array Size: 3.924kW 4 5 2 sUings of 6 on SPR3600P-TL Azimuth 94° Pitch 34° z 4 5 Monitoring System: SunPower PanegArray Specific tlons: Panel: SunPOwer 327w Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 429.73" X 86.11" Surface: 39' 2" X 23' S" Magic 41.93" Legend: ~ SunPower 327W Panel UniRac SunFrame Rail • 29 UniRac 4" Drk Standoffs B ~ 2x10" Douglas Fir Rafter 16" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surface: 4" Materials Used: UniRac, SunPower, Power One _Added Roof load of PV System: 3.Spsf Engln q' ct Seal: OF ~:F_ ~'J y ~ Q~, PACIF7C~.4 P~ ° ~ v u. ~s ossla2 ~OpROFESS~O~P Drawn By: MVP ~ Drawing # 6 of 7 Date: 4/12/13 'REV: A Drawin Scale: 3/1 g 6"=1.0' '~i ?GREENLOGIC~ ENERGY GreenLOgie, LLC Approved Name Address Phone Total System Size: kW _ strings of _ on _ sMngs of _ on _ strings of _ on _ strings of _ on _ stings of _ on Azimuth: _ Pitch: Monitoring System: N - - Material list gtY Rail Material List gtY: - - - PanellArray SpeciTicatlona: Panel: UniRac4"Drk6tandoffs 66 Racking: Panel: "X 5/16"z4.6" SS lag Bolts 132 Array: x 5/16" Stainless Steel Washers 132 surtace: = x Magic Oatey12920Flashing 33 Legend_ Blackflashings 33 ~ sunPOwer_wPanel UniRac SunFrame Rail • Attachment Type/OTY 2x "Douglas Fir Rafter O.C. Notes: Number of Roof Layers: Height above Rooi Surface: Materials Used: Added Roof load of PV System: EnglneerlArchitect Seal: OF NEW yo i ~ 2N Pacl~;~ Q _..,a 1 ~ a f , = ' ~1 ~ ~ ,.w„ ~ ZOO 066'y'Z ,P Qi pROFESS~O~ Drawn By: MVP Drawing # 7 of 7 Dale: 4/12/13 REV: A Drawing Scale: 1/a" = 1.0'