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HomeMy WebLinkAbout37929-Z ..n 5t,-''yt1FFOhf"<-~ Town of Southold Annex 7/8/2013 `ti~ P.O. Box 1179 ~ ~ 54375 Main Road ~'v ~ Southold, New York 11971 .y,~! * ~aa CERTIFICATE OF OCCUPANCY No: 36335 Date: 7/8/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 15437 Route 25, East Marion, SCTM 473889 Sec/Block/Lot: 23.-1-6.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 3/29/2013 pursuant to which Building Permit No. 37929 dated 4/10/2013 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 solar panel system as applied for. The certificate is issued to de la Vega, Frederick & Higgins, Iawrence (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37929 6/26/13 PLUMBERS CERTIFICATION DATED Aut ~ ed Si ature ' M1~i~ at TOWN OF SOUTHOLD BUILDING DEPARTMENT ~ TOWN CLERK'S OFFICE 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 37929 Date: 4/10/2013 Permission is hereby granted to: de la Vega, Frederick & Higgins, Lawrence 344 W 23rd St New York, NY 10011 To: construct an electric roof mounted solar panel system as applied for At premises located at: 15437 Route 25 SCTM # 473889 Sec/Block/Lot # 23.-1-8.1 Pursuant to application dated 3/29/2013 and approved by the Building Inspector. To expire on 10/10/2014. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 i~ 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 Depaztment with the following: A. Far new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. New Construction: z Old or PrMe-eex'isting Building: ? (check one) Location of Property: ~ ~`-I 3~ i IU 1 n `t~d. Eo,S+ Mac-i pn House No. Street Hamlet Owner or Owners of Property: ~r~~~i C~K ~ L('a~1Q~ r Suffolk CountyrTax Map No 1000, Section Block ~ Lot 6. Subdivision CC~~ ~Y-1 QI~ Filed Map. Lot: Permit No. ~ ~ ~a l Date of Permit. ~ - I 1 ~ ~j Applicant: G~p~ ~-C~il C 1--~ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Tempojra~ry Cettificate Final Certificate: ? (check one) Fee Submitted: $ ~l,J icant Signature Tl4rLtt 5~FF0(,t Town Hall Annex pp~ O~ ~ Telephone (631) 765-1802 54375 Main Road g ~ ^ Fax (631) 765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 ~y~~! ,~.Dp't~ roger.richertCa~townsouthold.nv.us .cry '-T.1TSlSt~N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Frederick DeLaVega Address: 15437 Main Rd City: East Marion St: NY Zip: 11939 Building Permit 37929 Section: 23 Block: 1 Lot: 6.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Green Logic License No: 43858-me SITE DETAILS Office Use Only Residential X Indoor X Basement X 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 Fixures Service 3 ph Hd Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent FiMUre Pumps Transformer Appliances Dryer Recpt Emergency FiMUres Time Clocks Disconnect Switches Twist Lock Exit FiMUres TVSS otner Equipment: PHOTOVOLTAIC SYSTEM, to include, 44 SunPower spr 230 modules 1-Spr 3000m, and 1-Spr 7000m inverters Notes: Inspector Signature: ,C~_~~'~ Date: June 26 2013 Electrical Certificate.xls _ 3 7 o~~~~~T~ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ] ROUG BG. [ ]FOUNDATION 2ND [ ] I CATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELE TRICAL (FINAL) REMARKS: C~ 7,~' ~ _f L DATE (c INSPECTOR ~ 1 q o~~OF SO(/Ty \ ~ ~ TOWN OF SOUTNOLD BUILDING DEPT. 765., 862 ev INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) Q}- ELECTRICAL (FINAL) REMARKS: DATE CG ZG / ~ 3 INSPECTOR Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B P~~E Ph: 631-988-0000 Bohemia, NY 11716 ~ GIN CsP Fax: 631-382-8236 www.pacificoengineering.com ` engineer@pacificoengineering.com June 20, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Fred Delavega 15437 Main Road East Marion, NY 11939 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 ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer pF NEti~r Y ~P~~PN anci,~~c~,9~ ~ o , r- . , -,Yf J r ~ ZsFO oss ~ a2 P Ral AR iFc~~~ N I Engineer NV O6 E04744306 FIELD GN REPORT DATE CONIIVIENTS ~ro FOUNDATION (1ST) 9 x y FOUNDATION (2ND) ~ ~ O S CN v y C ROUGH FRAMING & ~ H PLUMBING H INSULATION PER N. Y. STATE ENERGY CODE ~ FINAL ~ p ~ ,1,w ADDITIONAL COMIYIENTS m N U v~..- (o a~ ~ 3 IL2 c~ ~ m \ o' o ~ ~ . G o z ?s' b t~ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT ~ Do you have or need the following, before applying? TOWN HALL SOUTHOLD, NY 11971 Board of Health TEL• (631) 765-1802 4 sets of Building Plans FAX• (631) 765-9502 Planning Boazd approval Survey SoutholdTown.NorthFork.net PERMIT NO. v ~ Check Septic Form N.Y.S.D.E.C. Trustees Examined ~ Zp~ Flood Permit Storm-Water Assessment Form n Contact: Ut~.erl~ ~ LLC_, Approved /O z0 Cs~rG Mail to: ~ Disapproved a/c Phone: 6~ 1- ~ 1 I - ~1 ~ a Expiration ~ "Zp _ - I ' Building Inspector 1 ~ ~ ~`1 ~ PPLICATION FOR BUILDING PERMIT MAR 2 9 2013 i Date • , 20~ F~~~,:a ~i-^i. INSTRUCTIONS 1~Yih,,;= ';.SOLD is app rcatron UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certiticate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of~a phcant or name, if a corporation) ~a5 C~x.,rrFc~ Rr), 39q .T,,~ ~a~h_ came, NY I Iq 6~ - - arhng address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contra9~~~~f~~or builder ~ ~ ~ ~Or' DATE ~ /0 3 B.P. ~ Name of owner of premises ~ r Qx' FEE - ~ n BY (As on the tax roll o lat~g>5 8 AM TG 4 PM FOR TIrL~ If applican is a o ration si nature of duly authorized officer FOLLOWING INSPECTIONS: 1. FOUNDATION -TWO REQUIRED (Name nd title of corporate officer) FOR POURED CONCP,ETC 2. ROUGH • FRAMING, PLUMBING, Builders License No. 1 STRAPPING, ELECTRICAL & CAULKIN Plumbers License No. 3. INSULATION 4. FINAL -CONSTRUCTION i?, ELECTFI^ Electricians License No. ~ 3 MUST BE COMPLETE FOR C O. Other Trade's License No. ALL CONSTRUCTION SNALL ME'cT TNT' REQUIREMENTS OF THE CODES C~ i~;., 1. Location of land on which prop ed work will be done: YORK STATE. NOT RESPONS ELE Fran ~ `J`~131 P-1("atn ~-Q ~ D~~tQR~OWSTRUCTIUN ERRORS House Number Street Hamlet t 1 County Tax Map No. 1000 Sectiongl~~ i Lot 6. Subdivision~~~- j~z~j Ofl o. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _ ~t Cl(a~? {j"AM i ~U ~ ~ ~ I ~ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work~~t~t .n p,~ C }f i C ~T (Description) 5~(~ 4. Estimated Cost ~ ~ ~ , Fee y (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase ~o ' t> ' ~ Name of Former Owner~j~(~Q_ _ `l'~~~`(~~ ~.['l f-Cp-~~ 11. Zone or use district in which premises are situated / 1 Z. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re-graded? YES_ NO Will excess fill be removed from premises? YES NO_ ISt-13`7 Mein Rr_I. 14. Names of Owner of remises~er;<2riCK OelriVe('frlddress t on Phone No. Name of Architect~gC~t(C~C.p E~ np_.cri ~C Address ~ Gr0 Phone No_(~31~ 9~i - C~ Name of Contractor Cr r -~~n l.rra i~Address ~"~F,r~,wvK, Phone No. 6~ 1-'I l I •5l 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 MAYBE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topogra/phical 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~1 Ne ~ 1 M Al be a i~~e~K being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~ C~l~r-C 1C,~~~- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw rn to before me this day of~ 20_~_ Notary Public ggRggRA A. CASCIOTTA Signature of Applican NoUry Public, State of New York No. 01-CA4894969 Qualified in Suffolk Coua~y i Commission E~irea May 11, o~ D/ ~ Town of Southold Erosion, Sedimentation 8 Stotrm-Water Run-off ASSESSMENT FORM ~ ~ PaoPttATV TrON: s.ci.a.R THE POLLOriWO ADTpNa YAY Itlg111RE THE WENWpN OPA 8 BR D ~r x~ I -Etar ED w SCOPE OF WORK -PROPOSED CONSTRUCTION ITEM N / WORKASSESShffiYI' Yes No s. Whet 4 the To1el Area o11M Project Perce47 ~ ~ 1 WIII th4 Project Retain AN Sbmr-VYaOer FWnOR (Include Tod Area of M Parp4loufad wEtb Generated by a Two (2') hletl Rabhp Gtr Sb7 ttn 9wps of Work far Pnlposed C«IeWNon) Aa_I (TMs Item wD Ndude ett rwoP orsatad by ails b. What 4 ttra Trial Area d Lend Clearing ! daadnp and/or wrrslructlon actlNtles es we0 as ell anal«Ground Dlatulbence brtlre pmpoaed ~ Site Impravemanls end the permarralt «eatbn of conahuctlon activhy7 Impervious wrfecesJ AP. r AEI Z Does the Sile Plan and/« Survey Show Att Proposed PROVIDE BRIEF P&OIP.Cf DESCEiP170N (PA+e~.~i.rnro.r.nr.ar prebage Srueourw Indlatlng Size S Locatlon7 Th4 ? ? ^ ~ ~n~~ ~ ~J ~ Ibm ahe0 trrciuds sll Proposed Grade Charrgse end 'l1.LY.~v~ Sbpes ControAing Surface Wad Flow. r_ f~ 3 Does the Sha Plan endlor 9urvay dssoiba tl» erosbn ~1~~ I C ~ ~I CJ ' 1 . and sedlmeM oorDOl practlew tllet WE he used to V ? control ske eroslan and st«m war dlsdrerpea. TMe eem must he maintained Mr«Ighout are Entire Construc0wr Parbd. 4 W011h1a Prolecl Require any Land FIDp, Grading « Fxcavatlon where there Is a ehenpa m the Nahaal Epsting Oreds Imrohring more Then 200 Cubic YeM of Material wdhin nY Parcel? ,5 WAI q4 Appttcetbn Require Lend D4haNng AclMees Encompassing an Wes b Escaeae «FNe Thoueard (5,000 S.F.) Square Feat of Ground Surface? g 4 there a Natural water Coarse Runnlrp mralrgh the she? Is m4 ProNol wEVn qe TruNaas Nalemctlorr o.nanl o~ swaw rhaer.mMh: or witllln one HurWred (100 Teetof a Walard « SuentlWndsBWPPPYrapdM lOl al COlearralon aaNNea lmtlNng col Baech7 dlabrencn Barr. (t)ar mon aam: trinl4rp dlWrbrras d Isu frn na eon tlrl ~ Will gore be SNe preperetlon on Ex4tlng Greda gapes ~ an grtd•Wpsr aormron phn Brat wi Wtlnahy dbhah orn orrnan aoaadlnd; which Exceed FMaen (TD)f~~l of Valtlcd Powb pNAranp poraWCan adNNas lmdvha edldbhrMncpdtaw tlran one (1)aoe whws One Hundred(100')«Horimraal Distance? q. oEC hr ashmsnsd eaN. sPOEe psmn e+a0nred t«sbrm veer asUaiaw. (eWPPPa aNllawdlM atlnlmum l4quinmaMS Ofga aP0a8 rrenard Pamfn WitD MabmrYyahr O4slluesa eornCOitrue9an aetlN Perrdl No. OPdne.oal.) g rivewaye, ParWng Areas«oMer impervious b • Surfaces be 3bped b Direct St«mWater Run•Ofr ? t. Ths awPPP shwa PnPUad perm ers auerrillal d tN NOT. Tna N01 snap W Into endl« b the dtrectlon of a Town rightclaveyr tubnalad b tln Olparered plorb tln mmrnaamnl d comWalan aNAy. Y. TheSVYPPP a1W daaab tlr arotlm and aadwwd oand paelloss and who 9 WIII qis ProJacl Require the Piecemeal olMatarial, r.pdr.d, poMaarWelon slam waW mwraamsM pMWM tliat wiN oe used urw« Removal 01 VegaMlon and/or the C«utrudbrl otany eaamrasdbrearmea pgNMS babrmwaMr asgrrpaa and baawre Item Within the Town RIOM-of•Way«ROed 9hwWx Wlllpbnp rNr ale lame ndCpldaaM Of tnN PrmlL baOaan, Na BwPPP ale/ Areal pNrrr.r NOrlnduY WaaweNm dega.w Aw.ea1 Wafdpy POlrrOet toreasdpilueon whloh mry reaarrtb Meapaoted baaxlga qualydabrmranracMryw. NOTE: aAp Anawarto OueaawaOM tlxauylrNkeh ArrneerMdq•CMq Nark 3.MSWPPPa and raquee tlrs postcmNrcnbn slam water nunaOanNm prxtlp beaoz mega eornruesen aNaNmdnnw MMlwnaap09J.8/Aobany urrieoriare NapW papered Macueasa naagn ProfnNonN Lknead in Her Vark •ebmr•Webr, OrWrre, OnbeeaaEiaalen Gerard Planbaaaoead grtlr TOwnd tlnt YlogAWlpoalya In UM pdndpaaaM paalpedabrm WWrManapurwrt. eeutlwtd end NUNle auhnlWd baevrer Pdarbhaueme dAre avnasrs Peek I OlaTS: Arereaa NUt (Jl edlxArawrbarprOrrewrYlbeiM MacbnPYNAapbbd 57 i17'E OF NEW YORK, s `DCO-AUNTY OF,(~.......~..~~ SS That I, v l,.rl ~ r ~1...1n1!...~..~~~........ being duly ssvom, deposes and says tiraz he/she is the appliont for Permit, Mdthathdsheisthe ........................._,1.S~..T~..~~.r~~~..........................................----............................................ ~I(awnr, ContraCb. Aanl, ra.Pa.h Oaar, dej Owner and/or represenlaRve of the Owtxr or Owners, and is duly authorized to perform or have performed The said work and W make and fde this application; thaz all shtements contained in tltis application are W e to the best of his knowledge and betieC; and that the work will be Ixrfolmed in the manner xt fosfh in the apphtation Filed herewidt. Swom to b,e[[foue me this; ~ ~ q.~ Q:l.!~ ...........day of ....'....l'...)..' .`.~.t...l 20.~.,~. , Notary Public ~!c~-.._. Isipwa.~ ~ FORM - 06/1 O BARBARA A. CASCIOTTA Notary Publ(c, State of New York No. 01-CA4894969 Qualified in S~ uftol' Counts j w~-+ c.. r - u 1 f 6~~ _ _ P ~,i1-13 ~o~~oli s~,lyo ~r¢ ~ Town Dell Annex ~ Te~lerphone (6316)765.1802 ~ 3i 5P.0. B 1179 ~p~ roper.rlchert(Wtoyim SOUG109d nV US Southold, Nl 11971-0959 .Y' ~bljNi'I, BUII.DING DEPAR'I'ME.NT TOWN OP SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ~~~-~~a ~.a Date: i3 Company Name: i ~ LL Name: ~ ~ License No.: l,~ 3 Address: lta5 ~ ~ ~ II Phone No.:. 6 I - ~ I - a JOBSITE INFORMATION: (*Indicates required information) *Name: ~ V *Address: "l ~ r ( n *Cross street: } MG, n *Phone No.: ~ I _ q I a _ l,(n~ Permit No.: c{ a~ Tax Map District: 1000 Section: Block: I Lot:~_ ' *BRIEF DESCRIPTION OF WORK (Please Print Clearly) t-r~tn+~ ~b}ar ~1ZGkr(C :~.{~1~~n-, ~`~i ~ a~l~-~e,~ 5 nr x`30 r-tcrl l ~ ~n~~a~e~ 5~R 3c~rn ~ ~~looorY, I n~~~,~,r :s {Please Circle Ali That Apply) *Is job ready for inspection: YES / d~ Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: Pha 3Phase 100 150 200 300 350 400 Other *New Service: Re-conned Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Irupec(ion Form ~o~~OF SOUlyolo Town Hall Annex Telephone (631) 765-1 K02 54375 Main Road ~ ~ Fax (631) 765-9502 P.O. Box 1179 ~ Southold, NY 1 1 97 1-0959 ~ • ~O ~~'~OOUNTIO~ BUILDING DEPARTMENT TOWN OF SOUTHOLD June 28, 2013 Frederick de la Vega Lawrence Higgins 344 W 23`d St, PH-B New York, NY 10011 Re: 154327 Route 25, East Marion TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: ""NOTE: Certification is required by an architect or engineer for the fastening of the Solar 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 avsa) Trustees Certificate of Compliance. (town trustees # ass-~aa2) Final Planning Board Approval. (Planning # ~s5-~s38) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37929 -Solar Panels ~~~i ?GREENLOGIC° ENERC,Y July 3, 2013 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 37929 Frederick DeLaVega 15437 Route 25, East Marion To the Building Inspector: Enclosed please find the Engineer's Certification Letter and the Town of Southold Certificate of Compliance for Frederick DeLaVega's solar electric system, which we installed at 15437 Route 25, East Marion. Please arrange to send him the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, ~a~Zu~lut,~r L ~~-u- Barbara Casciotta Senior Account Manager BarbaraC@Gr c.com 631-77 - 152 Ext. 117 Ise , i ~ ~I ~ c1 ~ ~ ~ ~ ~a-~t~c _ ~tF ~,S ~X t. . G~ ~ i ~ r~uGl~ t ' .~v; ~ r~~ :_o,0ic 1.4330 Fax: 877. 1.4320 SOUTHAMPTON ROSLYN HEIGHTS 42~ County Rd_ 39A 200 S. Service Rd., P108 Sni~ihainplon. NY 11968 Kosyln Hci6hts. NY 1160 CERTIFICATE OF LIABILITY INSURANCE °A'E'M"'°D"""' 02108/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the poliey(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). Paooucea CONT^cT Brookhaven A aria ,Inc. Brookhaven Agency, Inc. PHONE .631 9414113 F'ix .631 941-4405 P.O. Box 850 'I'taL brookhaven.a enc verizon.net 150 Main Street PRODUCER East Setauket NY 11733 INSURE S AFFORDING CO RAG NAIL N INSURED I HDI-Gerlin America Insurance Co. Greenlogic, LLC INSUR R B: Merchants Preferred Insurance Co. 425 County Road 39A, Suite 101 INSURER c: First Rehab Life Insurance Co Southampton, NY 11968 .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. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANV CONTRACTOR OTHER DOCUMENT W ITH RESPECT TO W HICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOW N MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR rypE OFINSURANCE ADDL SUB POLICY EFF POLICY EXP PODCY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1.000 OOO A X COMMERCIAL GENERAL LIABILITY X EGG00000076913 01/31113 O7I37I14 DAMAGE TO RENTED 5g OOO X CLAIMS-MADE ~ OGGUR MED EXP An one arson 5,000 X XCU PERSONAL BADV INJURY E 1,000 OOO X CONTRACTUAL LIAR GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG E2,000 000 POLICY X PRO- LOC E AUTOMOBILE LIA9ILITY COMBINED SINGLE LIMIT B X grly AUTO CAPI043565 08/72112 OBI12N3 (Ea accidenq E1,000000 BODILY INJURY (Per parson) E ALL OW NEO AUTOS BOOILV INJURY (Per ewdenl) E SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS S IPer accitlenp X NON-OW NEO AUTOS S S X UMBRELLA LIAB X OCCUR EACH OCCURRENCE 1,000,000 D EXCESS LIAB CLAIMS-MADE X BEO8OT1726B 1131113 113117d AGGREGATE 1,000,000 DEDUCTIBLE E X T NTI 10 000 WORKERS COMPENSATION WC STATU- OTH- ANOEMPLOYERS'LIABILffY Y/N ANV PROPRIETOR/PARTNERIEXECUTIV OFFICER/MEMBER EXCLUDED? ~ NIA E.L. EACH ACCIDENT (Mandatory In NH) E. L. DISEASE-EA EMPLOYE E Ify es, describe under OE RIPTI N F PERA I NS below EL DISEASE-POLICY LIMIT E C NYS Disability D251202 4/11112 4111/14 Statutory Limits DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ANach ACORD 10i, AtldiUonel Ramarka Schedule, if more space is reRUirad) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTNOLD SHOULD ANV OF THE ABOVE DEBCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DgTE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROWSIONS. 53095 ROUTE 25 SOUTHOLD, NY 11971 AUTHORU:EO REPRESENTATIVE ~ ©1988.2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) Tha 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 11747-3129 Phone: (631) 756<300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 203801194 GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 I POLICYHOLDER 'I 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 _ POLICY NUMBER CERTIFICATE NUMBER i PERIOD COVERED BY THIS CERTIFICATE DATE 12226 371-9 203954 _ I 08/11/2012 TO 08/11/2013 9/12/2012 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2226371-9 UNTIL 08/11/2013, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 08/11/2013 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. 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 BV THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at hops://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 GREENLOG[C LLC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws, Hiles and regulations of the County of Suffolk, State of New York. Additional Businesses NOT VALm WITHOUT DEPARTMENTAL SEAL AND A' CURRENT CONSUMER AFFAIRS Ip CARD ~ Director 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 MARC A CLEJAN doing business as GREEN LOGIC LLC having famished 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 Busicesses NOT VALID W[TtiOUT DEPARTME.R"['AL SEAL AND A CURRENT C'ONSU7`YEk AFFAIRS ID CARD Director S. C.T.M. DISTRICT 1000 SF,C:TION 23 ?LUCK 1 LO'f 6.1._ ,~j,Oti~" - _ csr ~n'n _ = _ w. ten, "`R+ u,yR.:~ i T mJa ~ i 1~ ~ _ I _ - CGU. ''f WCIUNC 4 l^<$14. [FJ`in P 5.. 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Installer's Responsibilities 2 Part I. Procedure to Determine the Total Design Wind Load 3 ~ Part II. Procedure to Setect Rai] Span and Rai] Type 10 Part III. Installing SunFrame 14 ::~UNIRAC Bright Thinking in Solar Unirac welcomes inpur concerning the accuracy and user-friendliness of [his publication. Please wrim to publications@vniraccom. U N I RAC Unirac Code-Compliant Installation Manual SunFrame i. Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame offers finish choices and low, clean lines that SunFrame system. become as natural a part of a home as a skylight. It delivers the This manual provides (1) supporting documentation for installation ease you've come to expect from Unirac. building permit applications relating to Unirac's SunFrame Whether for pitched roofs or parking roof structures, Universal PV Module Mounting system, and (2) planning and SunFrame was designed from the outset to promote superior assembly insttuctions for SunFrame aesthetics. Modules are flush mounted in low, gap-free rows, SunFrame products, when installed in accordance with this and visible components match cleaz 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). Qj The installer is solely responsible for: • • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. 2 SunFrame Unirac Code-Compliant Installation Manual U N ~ Rat 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 1. Lower design by the American Society of Civil Engioeers and referenced in wind loads maybe obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7-OS. Consult with a licensed engineer if you want to use document, the values, equations and procedures used in this Method ]I procedures. document reference ASCE 7-06, Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer [o ASCE 7-OS if components and cladding is: you have any questions about the definitions or procedures presented in this manual. Unirac uses Method 1, the s AKitI Simplified Method, for calculating the Design Wind Load for Pnet (p ~ = partso pressures on components and cladding in this document. Pier (psf) =Design Wirtd Load The method described in this document is valid for flush, no tilt, SunFrame Series applications on either roofs or walls. A=adjusnnentfactorfor height and exposure category Flush is defined as panels parallel to the surface (or with no more than 3"difference between ends of assembly) with no Kzt =Topographic Factor at mean roof height, h (ft) more than 10" space between the roof surface, and the bottom of the PV panels. / =Importance Factor This method is not approved for open structure calculations. pnerao (psf) =net design wind pressure for Exposure B, at height Applications of these procedures is subject [o the following = 3Q 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 irregularity 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 roofyou are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2, page 5. 6. If your installation does not conform to these requirements Roof Zone Setback Length = a (ft) please contact your local Unirac distributor, a local professional engineer or Unirac Roof Pitch (degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7-06 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2: Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installin This is the smallest area tributar g. y (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. a8e 3 UN~RA~ UniracCode-CompliantlnstallationManual SunFrame ~ , _ s oolnol a 10oN51 65 mph X176 m/~) 170(49) e 130!51) 90 m (10 mp 90 m (4o m/U f 7o196j t1o167) Mlles per hour (meters per second) Figure 1. Basic Wind Speeds. Adapted and t701''e) applicable [o ASCE 7-05. Value are nominal 140167) 1 83 design 3-second gus[wind speeds at 33 feet 140(83) t5a1671 ~ I shave ground for Fxposure Category C. 160161) 9W~1 j~~ Sgdal YVlntl Rpbn 100(4 170(59) 110(49) 130151) Step 3: Determine Roof/Wal! Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays maybe located in more than one roof zone. Using Table 1, determine the Aoof Zone Setback Length, a ((t), 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 O.4h, whichever is smaller, buc not less than either 4°b of the least horizonW dimension or 3 ft of the building. Roo( Least Horizontal Dimension ((t) Height ((tl 10 IS IO IS 30 40 SO 60 70 80 90 100 125 ISO 175 IOO 300 400 SOO 10 3 3 3 3 3 4 4 4 4 4 4 4 5 6 7 8 12 Ib 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 8 8 8 8 8 8 8 12 Ib 20 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 Ib 20 30 3 3 3 3 3 4 5 6 7 8 9 10 12 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 Ib 20 40 3 3 3 3 3 4 5 6 7 8 9 10 12.5 IS Ib Ib Ib Ib 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 IS 17.5 18 IB 18 20 SO 3 3 3 3 3 4 5 6 7 8 9 10 12.5 IS 17.5 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: ASCEISEI 7-05, Minimum Design Loads (or Buildings and Other S[ruaures, Chapter b, Figure 6-3, p. 41. 4 SunFrame Unirac Code-Compliant Installation Manual U N I RAC Step 3: Determine RoofZOne (continued) Using Roof Zorte 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°) ~ a' h ~ a " h ,~yQ a i `a ~a .a a .a` 'ate Gable Roof (8 < 7°) Gable Roof (7° < 9 < 45°) h ,a' ~ ~a h .a ~a ,a -a. .a a, ? Interior Zones End Zones ¦ Corner Zones Roofs -Zone I /Walls -Zone 4 Roofs -Zone 2/Walls -Zone 5 Roofs -Zone 3 Source: ASCE/SEI 7-0$ Minimum Design Loads (°r Buildings and Other StruRUres, Chapter b, p. 41. Step 4: Determine Net Design Wind Pressure, p~etso Both downforce and uplift pressures must be considered (psf) in overall design. Refer to Section II, Step 1 for applying Using the Effective Wind Area (Step 2), Roof Zone Location downforce and uplift pressures. Positive values are acting (Step 3), and Basic Wind Speed (Step 1), lookup the toward the surface. Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2, page 6. Use surface. the Effective Wind Area value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof overhang, use Table 3, page 7. 5 U N (RAC Unil•ac Code-Compliant Installation Manual SunFrame Table 2. pner3a (psf) Roof and Wall 8wrwnd sp«e,v (mpn) 40 100 110 IIO 130 140 1SO 170 eryrw2 Wind Arca Zone (m DowMOra UpIMC Downbr<e Upllh DtwMarce Upllh Downforce Upllh DpWMOrct Upllh Downbrce UDllh Oownrarc< Upllh. Downlorce UDlih I 10 5.9 -14.6 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 I 20 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 II.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 I 50 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6. 12.3 -33.2 .14.1. -38.1 18.1 48.9 ~ I 100 4.7 -13.3 5.8 -16.5 7.0 •19.9 8.3 -23.7 98 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 m v 2 10 5.9 -24.4 7.3 -30.2 8.9 •36.5 10.5 -435 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 c 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 ..15.4 -60.7 19.8 -78.0 c 2 50 5.1 -18.4 6.3 -22.7 7,6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 `0 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 43.9 16.7 -56.4 0 ~ 3 10 5.9 -36.8 7.3 45.4 8.9 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 I 10 8.4 -f 3.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 .23.3 -37.0 30.0 -47.6 I 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 a I 50 6.7 -12.5 8.2 -15.4 10:0 -18.6 11.9 -22.2 13.9 -26.0 Ib.l -30.2 d 8,5 -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 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 m 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 Ib.l 45.7 18.5 -52.5 23.8 -67.4 e 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 41.2 16.5 47.3 21.1 -60.8 3 10 6.4 -34.3 10.4 42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 43.5 11.9 -51.8 13.9 -60.8 Ib.l -70.5 918:5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 47.9 12.4 -56.2 14.3 -65.1 '.'16.5 -74.8 21.1 -96.0 I 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 •25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 •52.0 I 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 49.3 y I 50 12.5 -12.8 15.4 -15.9 18.6 •19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 ~ I 100 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 .33.6 -33.6 43.2 -43.2 d ~ 2 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6' 32.3 41.2 37.0 47.3 47.6 •60.8 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 36.0 45.3 46.3 -58.1 $ 2 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 .34.6 42.5 44.5 -54.6 n 2 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 .33.6 40.5 43.2 -52.0 0 3 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 .37.0 47.3 47.6 -60.8 ~ 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 •37.1 34.6 42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 .25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 4 10 14.6 -15.6 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 .38.7 42.1 49.6 -54.1 4 50 13.0 -14.3 Ib.l -17.6 19,5. -21.3 23.2 -25.4 27.2 -29.8 31.6 •34.6 36.2 •39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5. -20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 44.2 48.6 b 4 500 10.9 -12.1 13.4 -14.9 16.2 •18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 43.2 3 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 40.7 35.3 47.2 40.5 -54.2 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8 -27.2 24.7 -32.4 29.0 -38.0 33.7 44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27,2 -34.3 31.6 -39.8 36:2 45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 25.9 -31.6 30.0 -36.7 34.4 42.1 44.2 -54.1 5 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 •29.3 30.2 -33.6 38.8 43.2 Source: ASCE/SEI 7-Ob, Minimum Design Loads (or Buildings and Other Structures, Chapter b, Figure b-3, p. 41-43. SunFrame Unirac Code-Compliant Installation Manual U N I RAC Table 3. p°etlo (psf) Roof Overhang F~'e Basic Wind Speedy (mpM1) WiMAma =acts r=n 90 loo no 120 130 I4o ISO no „ 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 •50.8 -58.3 -74.9 y 2 20 -20.6 -25.5 -30.8 -36.7 43.0 -49.9 -57.3 -73.6 ~0 2 50 -20.1 -24.9 -30.1 -35.8 42.0 -48.7 -55.9 -71.8 9 2 100 -19.8 -24.4 -29.5 -35.1 41.2 47.8 •54.9 -70.5 n ,o, 3 10 -34.6 42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 c 3 20 -27.1 -33.5 40.5 48.3 -56.6 -65.7 -75.4 -96.8 e 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 41.9 48.1 -61.8 ~ 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -351 ~ 2 10 -27.2 -33.5 40.6 48.3 -56.7 -65.7 -75.5 -96.9 4~ 2 20 -27.2 -33.5 40.6 48.3 •56.7 -65.7 -75.5 -96.9 m 2 50 -27.2 -33.5 40.6 48.3 •56.7 -65.7 -75.5. -96.9 r 2 100 -27.2 -33.5 40.6 48.3 -56.7 -65.7 -75.5 -96.9 ,o, 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 ~ 3 20 41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 e 3 50 •35.3 43.6 -52.8 -62.8 -73.7 •85.5 -98.1 -126.1 ~ 3 100 -30.9 -38.1 46.1 -54.9 -64.4 -74.7 -85.8. -110.1 2 10 -24.7 -30.5 -36.9 43.9 -51.5 -59.8 -68.6 -BB.I ~ 2 20 -24.0 -29.6 -35.8 42.6 -50.0 -56.0 -66.5 -85.5 c 2 50 -23.0 -28.4 -34.3 40.8 47.9 -55.6 -63.8 -82.0 v 2 100 -22.2 -27.4 -33.2 -39.5 46.4 -53.8 -61.7 -79.3 +o~ 3 10 -24.7 -30.5 -36.9 43.9 -51.5 -59.8 -68.6 -88.1 n 3 20 -24.0 -29.6 -35.8 42.6 -50.0 -58.0 -66.5 -85.5 g 3 50 -23.0 -28.4 -34.3 40.8 •47.9 -55.6 -63.8 -82.0 ~ 3 100 -221 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASCE/SEI 7-03, Minimum Design Loads (or Buildingr and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, Kst exposure c has open terrain with scattered obstruc- For the purposes of this code compliance document, the [ions having heights generally less than 30 feet. This Topographic Factor, Kzr, is taken as equal to one (1), meaning, category includes Flat open country, grasslands, and al] the installation is on level ground (less than 10%slope). If the water surfaces in hurricane prone regions. installation is not on level ground, please consult ASCE 7-05, exposure n has Flat, unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone regions. This ca[ego- Topographic Factor. ry includes smooth mud fia[s, salt flats, and unbroken ice. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following Also see ASCE 7-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/SEI7-OS" defines wind exposure categories as follows: exposure a is urban and suburban areas, wooded areas, or other terrain wi[h numerous closely spaced obstructions having the size of single family dwellings. ~7 U N I RAC UniracGode-Compliant Installation Manual SunFrame Step 7: Determine adjustmentfactorforheightand Table 4.Adjustment Factor for Roof Height & exposure category,A Exposure Category Using the Exposure Category (Step 6) and the roof height, h a (f[),lookuptheadjustrnentfactorforheightandexposurein urea»~I Table 4. ~ishr rnl 8 C D IS I.00 1.21 1.47 Step 8: Determine the Importance Factor, I 20 I.00 1.29 1.55 25 I.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 I.00 1.40 1.66 Look up the Importance Factor, 1, Table 6, page 9, using the 35 LOS 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 I.81 Step 9: Calculate the Design Wind Load, poet (psf) 5S I.I9 1.59 1.64 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure, p»er3o (pst) (Step 4) by [he adjustment factor for height and exposure, A (Step 7),[he Source: ASCE/SEI 7-05, Minimum Design Loads (ar Buildings and Other Topographic Factor, Kar (Step 5), and the Importance Factor, 1 Structures. Chapter 6, Figure 6-3, p. 44. (Step 8) using the following equation: poet (Psf) = AKat7pnet30 p» er (psf) =Design Wind Load (70 psf minimum) A = adjustment factorfor height mtd exposure category (Step 7) Kar =Topographic Factor at mean roof height, h (ft) (Step 5) I =Importance Factor (Step 8) p»crao (psf) =net design wind pressure for Exposure B, at height = 3Q ! = 7 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part I[ 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 va,;od~ oe:v~peon srmnoi vom. urn Lep e.R2~r~ Building Height h ft Building, Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed V mph I Figurel Effective Root Area sf 2 Roof Zone Setback Length a ft 3 Table I Roof Zone Locacion 3 Figure 2 Net Design Wind Pressure pnetso psf 4 Table 2, 3 Topographic Factor Kzr x $ adjustment faccor for heightand exposure category d x 7 Table 4 Importance Factor I x 8 Table 5 Total Design Wind Load poet psf 9 8 SunFrame Unirac Code-Comp(iantlnstallation Manual U N ~ RA[ Table 6.Occupancy Category Importance Factor Nor,lVunimne Pmne Reyona and Hummne Prone ReP^n+ Hunicarrc Prone Rc wM ~eleWiM Spnd,V = given wrth Bmrc WiM CmegaY Category De.ivipuon &,ildingType F.anples 85-100 mph, wdRhka Spee4V~l00mph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary tacilities represent a low Minor Storage facilities hazard to human life in the event of failure, including, but limited to: All buildings and ocher II structures except [hose I I listed in Occupancy Categories I, III, and IV. Buildings and other Buildings where more than 300 people congregate structures [hat Schools with a capacity more than 250 1.15 I .I S III represent a substantial Day Cares with a capacity more than ISO hazard co human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or more including, but not limited resident patients to: fails and Detention Facilities Power Generating Sw[ions Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or I .I S I . I S structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergenq Ancillary structures required for operation of Occupancy Category lV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required Co maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006,Table 1604.5, Occupancy Category o(Buildingr and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads (or Buildings and Other S[ructures,ioble b-1, p. 77 9 U N ~ RA~ Unirac Code-Compliant Insta(Iation 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 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow are based on a simply supported beam conservatively, ignoring Loadl, S (pst), Design Wind Load, peer (psf) from Part I, S[ep the reductions allowed for supports of continuous beams over q and the Dead Load (psf). Both Uplift and Downforce Wind multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document, obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail. Use the uplift case only 1. Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities (Part II, Step 6). official. 2. Obtain the Design Wind Load, pner~ See P (psf) _ ].OD + LOST (downforce case 1) Part I (Procedure [o Determine the Design Wind Load) for more information on calculating the Design Wind Load. P (psf) _ ].OD + LOp„er (downforce case 2) 3. Please Nore: The terms rail span and footing spacing P (psf) = 1.OD + 0.7551 + 0.75pnet (downforce case 3) are interchangeable in this document. See Figure 3 for illustrations' P (psf) = 0.6D + LOp„er (uplift) 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than S 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. peer =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 maximwn Dead Load, D (psf), is 5 psf based on market Assembly that the building structure must be capable of research and internal data. supporting. 1 Snow Laad Reduction -The snow load can be reduced according [o Chapter? ofASCE 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 ore interchangeable. \ Ra'~S ~ L na„ar~ QetQeo tats Note: Modules must be centered symmetrically on to the rails 2'), as shown in Figure 3. If this is no[ [he case, call Unirac for assistance. SunFrame UniracCode-CompliantlnstaUationManuai C'.'UNIRAC Table 7. ASCE 7 ASD Load Combinations oe,vrvuo~ u ~ uw,~FM. e~ r t I t,,.t u«.*hrc<ta.l I' ` 7!~ h sus - ~~m +s ~ s ~ i , r `-r~"T- Dead Load D L0 x i i'I IQ i . L0 x ~ ~,'!yj4' a I +st,+' ~ i psf ~ <r a Snow Load 5 L0 x + I I ~ t ~ ~ 0.75 x + t I~t'4 li psf Desi Wind Load Pnet x ' 11 f~f i~' ~ I 8n {x17?f m.-..-.~- 0.752 P>~ I, ~ysfil-~p~{'' psf Total Design Load P ~ 4@`,4kl~~~f~~E~s~ I. psf i , r,.{ ikid~i Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, Step 3: Determine Rail Spar?L-Foot Spacing w (plf) Using the distributed load, w, from Part II, Step 2, look up the Determine the Distributed Load, w (pif), by multiplying the allowable spans, L, for SunFrame. module length, B (ft), by the Tota(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 or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to the w =Distributed Load (pounds per linear foot, plf) Part III for more installation information. B =Module Length Perpendicular to Rails (ft) P = Totai Design Pressure (pounds per square foot, psf) Table 8. L-Foot SunFrame Series Rail Span sFa~ w = oev~wree roaef m (ft) 20 25 30 40 50 60 80 100 120 I40 160 I80 200 220 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF SF SF SF SF $F SF SF SF $F 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 $F SF SF SF SF SF SF $F 3S SF $F SF SF SF SF SF $F SF SF SF SF Sf SF 4 SF ff $F SF SF $F SF $F SF SF SF $F SF 4.5 SF SF SF SF SF SF SF $F Sf SF SF S SF SF SF SF SF SF SF $F SF SF SF 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 SF SF SF SF SF SF SF ].S SF SF SF SF SF SF SF SF 8 SF SF SF SF $F SF SF SF 8.5 SF SF $F SF SF SF SF 9 SF $F SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF' SF SF SF SF 105 SF SF SF SF II SF $F SF SF II.S SF SF SF 12 SF SF SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF 11 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 9. Double L-Foot SunFrame Series Rail Span spo~ w = on~,n~~e tie (NO !R) 30 32 30 40 50 60 80 100 120 140 160 IBO 300 310 240 260 280 300 400 500 600 700 2 SF SF SF SF SF SF SF SF SF 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 SF 3 SF Sf SF 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 SF SF SF Sf 4 Sf SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4.5 $F SF SF SF SF SF SF SF SF SF SF Sf SF SF SF SF 5 SF SF SF SF SF SF SF SF SF 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 SF SF SF SF SF SF SF SF ' 6.5 SF SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF Sf SF 8 SF SF SF SF SF SF SF SF BS SF $F 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 ID.S SF SF SF SF II SF SF SF SF 11.5 SF SF SF 12 SF Sf SF 12.5 SF SF 13 SF SF 13.5 SF 14 SF Step 4: Select Rail Type Step 5: Determine the Downforce Point Load, R (Ibs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations. However, When designing the Unirac Flush Mount Installation, you longer spans crea[e higher point load forces on the building must consider the downforce Point Load, R (lbs) on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce, Point Load, R (Ibs), is determined by It is the installer's responsibility to verify that the buildine multiplying the Total Design Load, P (psf) (Step 1) by the Rail 4Lructure is strong enough to support the point load Span, L (fr) (Step 3) and the Module Length Perpendicular to forces. the Rails, B (ft). R ((bs) = PLB R = PointLOad (lbs) P = Total Design Load (psf) L = Rail Span (ft) B = Module Length Perpendicular to Rails ((t) It is the installer's responsibility to verify that the building structure is sttong enough to support the maximum point loads calculated according to Step 5. 12 SunFrame UniracCode-CompliantlnstallationManual a'UN~RAC Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case I, 2 or 3) P psf Step I Module length perpendicular [o rails B x ft Rail Span L x ft Step 4 Downforce Point Load R Ibs Step 6: Determine the Dplift Point Load, R (Ibs), at each connection based on rail span You must also consider the Uplift Point Goad, R fibs), 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 ft Rail Span L x ft Step 4 Uplift Poinc Load R Ibs Table 12. Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) Use Table 1z to select a lag bolt size and embedment depth to Lag screw spedpcations satisfy your Uplift Point Load Spedpc '/e" sha(t.* Force, R (Ibs), requirements. gravity per inch thread depN It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verily that the substructure Douglas Fir, Soueh 0.46 2;5 1- and attachment method is strong 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 (close grain) 0.4I 212 ~ Hem, Fir (North) 0.96 235 Thread _ Southern Pine 0.55 307 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 $ources:American Wood Coundl, ND$ 2005,iable I LIA, 11.3.1A. Notes: (I)Thread must be embedded in the side grain o(a rafter or other ztrunuml member integral wkh the building structure. (1) Lag bobs murt be located in the middle third o(the structural member. (3) These values are not valid (or wet service. (4/This table does not include shear capawes. ((necessary, contact a local engineer to sped(y lag bolt size wdh regard to shear forces. (5) Install lag 6ohs with head and washer /lush to surface (no gap). Do no[ over-torque. (6)Withdrawal design values (or lag screw connections shall be muhiplied by applicoNe adjustment (actors if necessary. See Table 10.3.1 in IheAmeriwn Wood Coundl ND$ (or Wood Construction. *Use /lot washers with lag screws. 13 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code-Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components © Figure 4.SunFrame components. Iff O ~ 11 Y ~ 1 ~'r~..`,t•. t i Y I ~E {~j i ti Y 9y 1 y {p 'l;~l€~ 'Iiiy I O - Figure 5. SunFrame threaded slot rail, cross section, actual siae. 14 SunFrame Unirac Code-Compliant Installation Manual U N I RAC Q 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) to match lowest row. 6105-TS aluminum extrusion. Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- ulesbetween rails. Includes'/e' x 1 t/a' bolt with flange © Cap strip-Secures PV modules to rails and neatly s nut for attaching L-foot or standoff shaft, and two 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. ]enghs. 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 cutting) -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 tuvo snb' x 3 tri' 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/s' x 1 `/a" any cap strip segment 18-8 stainless steel, clear or black bolt with lock washer for attaching L-foot. Flashings: Use to match cap sttip' one per standoff. Unirac offers appropriate fiashings 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-T6 aluminum extrusion, an- odized (clear or dark bronze) to match PV module frame. Installer supplied materials: © 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 expansionjoint. Galvanized steel. rafter. Determine length and diameter based on pull-out O End caps-Use one to neatly close each rail end. W values in Table 3 (page 8). If lag screw head is exposed to resistant black plastic. elements, use stainless steel. Under flashings, zinc plated hardware is adequate. Note: Lag screwsore provided with 0 Truss-head sheet metal screw (No. 8 x s/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 m your roofing material. O L-foot-Use m secure rails either through roofing mate- rial to rafters, to L-foot adjusting sliders, or to standoffs. Clamps for standing seam metal roof-See "Frequently 6105-T6 aluminum extrusion, anodized (clear or dark Asked Questions (p. 16). bronze) to match PV module frame. Double L-foot is also available. 0 L-foot bolt ('/s" x 1 t/a')-Use one per L-foot to secure rail to L-foot. 304 stainless steel. Flange nut ('/s") -Use one per L-foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. Stainless steel hardware can sefze up, a process Q tailed galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti-seize 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.uniraacom. 15 U N I RAC Unirac Code-Compliant Installation Manual SunFrame Installing the array Safe, efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails, beginning with the lowest row and moving up the roof. C. Placing modules and cap strips, beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail. Before beginning, please note these important considerations. Footings must be lagged into structural members. Never attach them to the decking alone, which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 45 feet, see instruction manual 908.1 concerning thermal expansion issues. Sample layout, illustrated in Figure 4' 1'h" of each end of array Assumptions: 12 modules (60"x 36"), ? ~ arranged in3rows ot4modules It t ~ ~;3~I~,~I~~~,b~~, 3~~t~, ~ , Array width = 144" (36' module width x 4 modules per'row) ~'i#' G ~ ~+j 4a $#!E(i,{~(.'~yI ~ i I , ~ Ak ~ ~ a ~ ~ i fI, ~ # ~ PQ, , Array length=180"(60"module ]engrhx 3rowa) IE#~ ~t~~, ~~~'I'i~~~~ +3 ~ i3 it. ~ + 3" (h/a"end rail width x 2 rails) ~ + hfs" ('/a"between-module rail width x 2 rails) I z II,, i ( € ~ (I ,~~~~~fF'g. =184th" ~ , ,#tt3 v9~i ~«~ij~iSt il~l~i~!i ~IaE,u~ f~I h I~ tf iI `ip F ts2 ~I~+~~#~~~ Sj#~II9;yl i 1. Laying out the installation area Array z ~ , i 13 # ~3 ~ ~ ~ ~ aF length yy 1~~3 7i~#I#~j ~4;`~ Always install SunFrame rails perpendicular ro rafters. (These 1911'}t~l97+ {II;~# # ~ ]~~it, Rails mstrucnons assume typical rafters that tint from the gutter : csap 14 7+F '3 t ~EI ~ 3"I to the peak of the roof. If this is not the case, contact Unirac.) ~ ' # ~ Gi ~`#'GI d~# ~i~~i # ~~#`C'#~~E ~ # @ ` ' Rails are typically mounted horizontally (parallel to the lower edge of the roof), and must be mounted within 10 degrees of ~ I''uIa ~ ~ # ~ i t31 ~ ~ horizomal. ~ ~~~E~y ~(~###ilri~ d,u#I~ Leave ade uate romn to move safe) around the arra Burin ' ` '.l E u ~~^^R' ~i. ~~Ili¥i~ri : 9 Y Y g c,. ~ s z wldEb ~x F i~ r; installation. During module installation, you will need to slide ' ~ ' i y i P# i ~#FII~'I ~ pj # ` one module in each row about a foot beyond the end of the ~'h ;~i,,, ' ' I" (ti~~I~~~, ~~i~~~, j,`uta: rails on one side. Using the number of rows and the number " • ' ~ Ku ~ ~ ~ ` of modules per row in your installation, determine the size of your array area following Figure 6. Array width (module width times modules per rows 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. Allsuch features must be included in module length. 16 SunFrame Unirac Code-Compliant Installation Manual S:' U N I RAC' 2. Installing the lowest row of L-feet and rail - , a In the lowest row, ii is not necessary to use L-foot adjusting II , yt sliders, even if you plan to use them in subsequent rows. Install ( ~ „ L-feet directly onto low profile roofing material such as asphalt ~ ;~i ~ ~ ~ ° 4e~ ' w~tr i shingles or sheet metal. (For high profile roofs, such as life i,' ~ _ or shake, use optional standoffs with flashing to raise L-feet. au L-feet must be Flush with or above the highest point of the roof w*~ _ w'w~~ I : ~ " ,~yr surface.) ~4b~ , i ' ee' L-feet can be placed with the double-slotted side against the ' A'?M ° ! 4oa~ ' i roof surface (as in Fig. 7) or with the single-slotted side against ~ a , ~gtv~ _ ' the roof (which increases air circulation beneath modules). 'JF` . ,g~' Module-to-roof dimensions are listed on page 15 for both ar- uw' ~ . ;i ~si rangements. Lfeei If you are using L foot adjusting sliders, you must use ~ Q the short side of the the L foot against the roof in the / ! rst row. See Fi Log fi gore 9 below. screw If you are using both L foot adjusting sliders and standoffs, ( ~ / Always lag into slot it see the upper box on page 11. B nearest }he bend in the L-fool Install the first row of L-feet at the lower edge of [he instal- I / 2,~ _ lotion 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 area illustrated in Figures 7 and 8. Figure 7. Placement of firstL foot row. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location. Apply wea[herproofseolant into the hole and onto shafts of the j lag screws. Seal the underside of the L-feet with a suitable weatherproof sealant. Roof peak Fasten the L-feet to the roof with the lag screws. If the double sLot[ed sides of [he L feet are against the roof, Lag through [he slot nearest the bend in [he L foot (Figs. 7 and 8). "y i _ I---- Cut the rails to your Utihfy slot for No 10 screw array width, being sure ~ 'r ~=iti~'=,... ! I _ ~ ~~i to keep rail slots free _ ' ~ of roofing grit or other Utility slot for pia' ~ ~ j debris. If your instal- hexhead bolt Slot for ie t' ~ lotion requires splices, Figure s. L-Foot footing bolt j I , II assemble them prior to orientation. ~ _ • : (I' _ ~ attaching L-feet (see "Footing and splicing require- s ' ' ` ~ i ~ menu," p. 11, and "Material planning for rails and ~ ~ cap strips," p. 13). Slide the'xa-inch mounting .4 bolts into the fooling 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 segment(s) before splicing. Loosely attach the rails [o the L-feet with the ~ ; j Flange nuts. Ensure [hat rails are oriented with ~ , _ respect to the L-feet as shown in Figure 9. Align the Vat, ,p, ends of the call to the edge of the installation area. hL ' I ~ Ensure that the rail is straight and parallel to the ~ edge of the roof. Then tighten the lag screws. I,#~.,~ . x~ ; Roof peak i I ' ' Figure 9. L-foot orientation in conjunction with L foot adjustingsliders. The sliders include two udlityslots to secure module wiring, combiner _..1 boxes, and other system components. 17 U N I RAC Un(rac Code-Compliant Installation Manua( SunFrame Using standoffs with L-foot adjusting sliders Two-piece aluminum standoffs maybe used with footing of each standoff to the slider using the slider's'/s-inch hex- sliders, although (lashings may not be available to cover the head bolt. Note that L-feet axe positioned long side up on the entire lengtlt 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. ~ ) _ e~ , ~ a_~ t 1 ~t ~ ~ ~ . W ~ ' ~ 1 r~ . , With standoffs of equal length, orient L-foot to compensate for If the standoff supporting the lowest rail ti ]inch miler than height difference. [he standoffs on the footing sliders, place both L fee[ in [he same orientation-either both long side up or both short side up. ~8_~I~- -qN L-fool o o This example assumes a rail seven times the length of the shaded areas. If more than one splice is used, be sure the footing spacing (A). A splice maybe located in any of the combination does not violate Requirements 5, 6, or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible, they between two adjacent feet. can usually be avoided by effective planning, which also pro- 4. In a spliced length of rail, all end sections must be sup- motes superior aesthetics. See "Material planning for rails ported by no less than two L-feet. and cap strips" (p. 13). 5. Al] interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live Loads. For rail lengths exceeding 48 feet, therrnal expansion joints 6. Interior rail sections supported by only one L-foot must maybe necessary. Plense 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 (Ain illustration above) Rai] sections ion er than half the footin s acin re- isdetermined bywind loading (see pp. 5-8, especially g g p g 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 . ~ ~ ~ I 1 A is 32 inches, Overhang B should not exceed 16 inches. ~ 1 ~ Stringer .r----- ; Rail Modules should always 6efully supported 6y rails. In other words, modules should never overhang rails. This is especially critical when supporting the short side ofa non-rectangular module. Whena rail supporlsapair of non- i' ' rectangular modules 6y themselves (right), it must 6e supported 6y at least two L feet. The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules 1$ SunFrame Unirac Code-Compliantlnstallation Manual 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 ~ ~ t lower bolt hole centers of each row of L-feet. Install the second Module length row of L-feet in dte same manner and orientation as the first i (hole }o hole) i~ row, but leave the lag screws a half turn loose. Be aware of the set-up time of your sealant-, the L-feet will not be fully tight- erred until Step. 4. I With L-foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustta- tion below provides spacing guidelines. The length of the - _ module (A in Fig. 11) includes any protrusions, such as lips or Figure 70. L footseparation. See the note on module lengrh in the pan-head screws in its frame. caption of Figure 4 (p. 9). Attach and seal L-foot adjusting slider: Install lower lag first, footing bolt next, and upper lag last. Attach an L-foot with its short side up to each slider. Roof peak A module length A u Align slider A center hole - to chalk line E~',ti Lowest row of L-feet J Ino footing sliders) ~ Align slider A-3t/a' center hole " ~ to chalk line A + 13/16„ A+2t/a' Figure ll.Ifyou are usingL foot adjusting sliders, [his spacing between rows places L feet at the center of their adjustment range. _._.._1 I 4. Installing the second rail With L-fee[ only (Fig. 12): Install and align the second rail 1 Snug in the same manner and orientation as the first rail After rail alignment, tighten the rail mounting bolts to between 30 and - t 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 true end of the modules, be sure the screw 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 ]2. Position and secure top rail. rails at several points along the row. Adjust L-foot positions as needed. 5. Installing remaining L-feet and rails • All rails are fitted and aligned. Instal] the L-feet and the rails for the remaining rows, follow- 'All footing bolts and lag screws are secure. ing Steps 3 and 4. You may use the sazne module to space all The module used for fitting is resting (but not se- the rows. When complete, confirm that: cured) in the highest row. 19 :9°UMRA~ UniracCode-CompliantlnstallationManual SunFrame Material planning for rails and cap strips Preplanning material use foryourparticular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems, particularly those caused 6y spliced from 192-inch sections of rail and cap strip. The very short lengths of rail or cap strip. This example illustrates example illustrates one means of doing so, without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in "Footing Rail segments come from five 192-inch lengths, lettered A and splicing requirements" (p.ll). Structurally, cap strips thru E. Rail A, for example, is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole (which occur Similarly, five 192-inch cap strips are designated V through every 8 inches, beginning 4 inches from the ends of Z' the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes. For each rail, start with the cap of every rail segment. Wherever there is no strip segment that crosses the array center line, and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment, drill a'ia-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 ics rail and mark its trim polo[. most cases, you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminary footing and splice positions must be Structural requirements always take precedence, but usually checked against structural requirements in "Footing good planning can also achieve both material conservation and splicing requirements" (p.ll). In this example, and superior aesthetics. This example conserves material the center of the array is offset 2 inches from [fie 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 [he spans between footings (Requirement 3, p. 11). Because foot- • End screws must be equidistant from both sides of logs are no[ 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 Trim line array edge) j ~ ~ ~ Trim line (array edge~±-?~ • • V 112" J. i i I X 96" 9 i 1 sf cap strip C 83" -r, E 122" 4th rail n ii ~I li n ii +i ii ; • W 112" X 96" ; 2nd cap strip ii •il B 83'" I i~-I I I D 122" I! 3rd rail i ~ . V 80 1 .7 i+ . I Y 128" 3rd caP strip A 96' I kN C 109" 2nd rail • • W 80" <n: 7,pEa• Z 128" 4}h cap strip ~i A 96" '~n,i~~7777., I'~ I. B 109" lsi rail ~ .;I (Usable remainder: D, 70";~E, 70"; Y, 64"; Z, 64" 20 SunFrame Unirac Code-Compliant Installation Manual U N I RAC 6. Securing the first module Gather sufficient lengths of cap strip "Cap strip screws - to cover the length of the first rail. For - maximum visual appeal and material conservation see "Material planning for wPermissable overhang: rails and cap strips' (p. 13). 1/3 module width Slide the first module into final position „y atone end of the array. Lay the remaining ' ' modules in the top row, leaving a gap about a foot wide between the first and a second modules (Fig. 13). The temporary gap allows the installer to ,•:=:;.~y - place one of his feet between modules. He can access the section of the cap strip he _ a'~ r needs to secure while leaning toward the - F.: a peak of the roof. For the time being, the last module may overhang the rail by up '`'~`'!'I o not install second to one third its width. • „.,i cap strip un}il lower modules are placed Attach the end of the cap strip with tePP~n9 9aP the cap strip screws (Fig. 13, inset), so Figure 13. Begin cap strip installation. that the upper end of the first module is secure. Q The structural integrity of your array requires that cap strip screws fully engage the threaded rail. Use the cap i~ - t strip screws supplied with your cap strips. Any suhstitute screws must he ~/e-20 Type F thread cutting (18-8 stainless ~zy~I-nstal~l screws - ~Ey4~ i t,: steel) and the correct length. See Tahle 4 (pg. 15) [o match screw length to the siae cap strip in your installation. ~ 4,F . Every cap strip segment must have a cap strip screw 4 /i)\ inches or less from each end. If [he nearest predrilled Steppyng gap ~ hole falls more than 4 inches from any end, drill a °/a-inch hole 2 inches from the end and install an additional screw. t re 4. Posmon an secure modules o gu ne by one. Wherever i[ is necessary to make a new cap strip holg drill a ~/.-inch hole before installing the cap strip screw. ~ 7. Installing the remaining modules in the top row i~ ,i i Slide the next module into final position and install the screws y~t to secure it (Fig. 14). For a neat installation, use cable ties to f~ y,, attach excess wiring to the rail beneath the flanges. Unirac's ~ y. 4'; cable ties can be attached to the SunFrame rail by drilling a W Va-inch hole in the rail and pushing the end of the tie into the hole. ~~~1~ Continue the process until all modules in the top row are in , final place and secured from the top. When complete, every StePPin9 9aP prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. Fi re I5. As modules slide into lace, the ste 8u p piling gap shifts, 8. Installing [he remaining modules row by row always allowing access to the section of cap strip being secured. Repeat Steps 6 and 7 for the remaining rows (Fig. 15). Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest rail, securing the bottom of the lowest module row. 21 U N I RAC Unirac Code-Compliant Installation Manual SunFrame ' 9. Installing the end caps Attach the end caps to the ends of the rails by securing with ~i the truss head sheet metal screws provided (Fig. 16). i i II ~I~ Figure 16. End cap instahation. Table 4: PV module, cap strip, and cap strip screw compatibility To ensure code compliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible wich the PV modules in your installation. All cap strip screws must be '/.-20 Type F thread cutting (I8-8 stainless steel). Module thickness or type Cop strip Required screw inches mm cross seaian Cap svip size length (inches) 1.34-1.42 34-36 C I.50-1.57 38-40 D 1.77-1.85 45-47 F I" 1.93-2.01 49-51 E I/" Sharp lipped modules G I" Sanyo lipped modules H 22 SunFrame Unirac Code-Compliant Installation Manual U N I RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-5! clamps The answer depends on the orientation of your L-feet and with the'/a-inch stainless steel bolt provided with the S-5! the length of your standoffs, if used. See the illustration ap- See wwws-Ssolutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-5! clamps, make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads, etc. + Frame. Unirac offers an OateyO "No-Calk" (lashings for its steel s[andoffs and Oatey® or Unirac flashings for its Module thickness aluminum two-piece standoffs. See our SunFrame Pro-Pak varies Price List. r ~ How do I attach SunFrame to a standing-seam metal 21/°-~ 1/e" I, + root? A good solution comes from Metal Roof Innovations, Ltd. ~ (MRI). They manufacture the S-5!'" clamp, designed to at- tach awide variety of products to most sanding-seam metal roofs. It is an elegant solution tha[ eliminates lashings and 5; Module "t''':•, thickness penetrations altogether. E , vanes Module 2 ~ /a + * thickness varies '/e"t 1/e° ~ 1 ~ r Sia_ ndoff heigh} s; ~ all±1/a") J i3/0 ~1/g t~ 23 U N I RAC Unirac Code-Compliantlnstallation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants [o the original purchaser the practices specifed by AAMA 609 & 610-02 If within the speciFled Warranty periods the ("Purchaser") of product(s) that it manufactures -"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product') at the original installation site [hat Finished Aluminum" (www.aamanet.org) are not defective, then Unirac shall repair or replace the the Product shall be free from defects in material followed by PurchasenThis Warronry does not defective Product, or any part thereof, in Unirac's and workmanship for a period of ten (10) years, cover damage to the Product chat occurs during sole discretion. Such repair or replacement shall except for the anodized finish, which fnish its shipment, storage, or installation. completely satisfy and discharge all of Uniraci shall be free from visible peeling, or cracking or Thiz Warranty shall be VOID if installation of liability with respect to this limited Warranty. chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable (or a period of fve (5) years, from the earlier with Uniroc's written installation instructions, for special, indirect or consequential damages of I) the date the installation of the Product is or i(the Product has been modified, repaired, arising out of or related [o use by Purchazer of completed, or 2) 30 days afrer the purchase o! or reworked in a manner not previously the Produce the Product by the original Purchaser ("Finish authorized by Unirac IN WRITING, or if the Manufacturers of related items, such as PV Warranty"). Product is installed in an environment for which modules and Flazhingz, may provide written The Finish Warranty does not apply to any it waz not designed. Unirac shall not be liable warranties of their own. Uniroc's limited foreign residue deposited on the finish. All for consequential, contingent or incidental Warranty covers only its Product, and not any instillations in corrosive atmospheric conditions damages arising out o(the use o(the Product by related items. are excluded.The Finish Warranty is VOID Fl Purchaser under any circumsfdnces. U N I RAC 1Q11 Broadway Boulevard NE Albuquerque NM 87ioz-1545 USA 24 Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 26 Ph: 631-988-0000 Bohemia, NY 11716 P C P Fax: 631-382-8236 www.pacificoengineering.com ~ ~N" Gc engineer@pacificoengineering.com February 22, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Fred Delavega 15437 Main Road East Marion, NY 11939 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 Code, and ASCE7-OS when installed in accordance with the manufacturer's instructions. Roof Section A B mean roof height 19 ft 13 ft pitch 6 in/12 6 in/12 roof rafter 2x4 2x4 rafter spacing 24 in OC 24 in OC Reflected roof rafter span 7.1 ft 7.1 ft Table R802.5.1(1) max 7.4 ft 7.4 ft The climactic and load information is below: CLIMACTIC AND wind Live load, Ground Speed, 3 pnet30 per Point GEOGRAPHIC DESIGN Category Snow Load, sec gust, ASCE 7, Pullout Fastener type CRITERIA Fg mph psf load, Ib Roof Section A C 20 120 ~ 61 1249 5/16" dia screw, 4" length, 2 per B 61 1249 5/16" dia screw, 4" length, 2 per Weight Distribution i''~<O~ NC(1 y array dead load 3.5 psf ^pN r'A~/F~cO-y load per attachment 71.6 Ib j e` / o ~ "~i r Ralph Pacifico, PE ' ' z Professional Engineer s, ~ ~`~A ^ossia2 'o Ralph P ,'QOp ~ ~C~~ngineer NY 066182 / N 4GE04744306 ~?GREENLOGICy ENERGY GreenLogic, LLC Approved Fred Delavega 15437 Main Road East Marion, NY Surface •7: ' Total System Size: 10.12kW Array Size: 3.22kW 2 strings of 7 on SPR7000m Azimuth: 116° ~ ~ ~ ~ Pitch: 27° \ 2 i ~ ~ ~ ~ Monloring System: ry ti- , k~ SunPower ~ / ~ Panel/Array Specifications: ~ ~ ~ Panel: SunPOwer 230w ALL BLACK Racking: UniRac SunFrame Panel: 61.39" X 31.42" V ~ ~ ~ ~ Array: 157.1 ' X 186.67" / / Surace: 34 11" X 18' 7" i~ ~ ~ Magic 62.14' i A ~ ~ V Legend: _ _ , SunPOwer 230W Panel ~ ~ - UniRac SunFrame Rail ~ • 17 UnlRac 4" Drk Standoff ' ~ Q 2x4" Douglas Fir Truss 24" O.C. Y, x - ~ ~ ~ ~ Notes: / ~ \ , Number of Root Layers: 1 \ Height above Roof Surface: 4" Materials Used: UniRac,SunPOwer,SMA Added Roof load of PV System: 3.5psf EngineerlArchitect Seal: J ~ V~ ~ z~ Ilr`- r ° '1 ~ i- ; t, 1 : !r ~ c w 1 \F~~~I ~r Drawn ey: MVP Drawing~# 1 of 9 i Date: 2/20/13 REV: A Drawing Scale: 3/16" = 1.0' ~?GREENLOGIC~ ENERGY GreenLOgic, LLC Approvetl Fred Delavega 15437 Main Road Eas[ Marion, NY Surface #1: Total System Size: 10.12kW Array Size: 3.22kW 2 strings of 7 on SPR7000m ppy Azimuth: 116° ~ ~ ~ ~ ~ Pdch: 27° ` Monitoring System: ~ A X tl SunPower / \ ~ PanellArray Specifications: ~ ~ i Panel: SunPower 230w ALL BLACK Racking: UniRac SunFrame ~I Panel: 61.39" X 31.42" Array: 157.1 X 188.67" Surface: 34 11' X 18' 7" Magic#:62.14' ~ Legend: ~ F{-}{ SunPower 230W Panel - UniRac SunFrame Rail ~ ~ i • 17 UniRac 4" Drk Standoff Y ~ p i ` ~ ~ a E 2x4" Douglas Fir Truss 24" O.C. a ~ Y n n ' ~ e ~ ~ A Notes: ~ ~ ~ r Number of Root Layers_ 1 C \ Height above Roof Surface: 4" p Materials Used: UniRac,SunPower,SMA G I Added Roof load of PV System: 3.5psf Engineer) [Seal: c: ~ , / ~c c;/~~ ~ ~r~`, ~ G~ , f~ ~ ~ ~i f1~ ~ )f 1 I ~t~A pE615,~~~1~ ' Drawn By: MVP Drawing # 2 of 9 Date: 2/20/13 REV: A Drawing Scale: 3/16" = 1.0' ~+i ?GREENLOGIC~ ENERGY GreenLogic, LLC Approved Fred Delavega 15437 Main Road East Marion, NY Surface #1: Total System Size: 10.12kW Array Size: 3.22kW 2 strings of 7 on SPR7000m Azimuth: 116° l Pitch: 27° Monitoring System: 2 it SunPower i PanellArray Speclficatlons: j Panel: SunPOwer 230w ALL BLACK !Racking: UniRac SunFrame Panel: 61.39" X 31.42" Array: 157.1"X 188.67" Surtace: 34' 11"X 18' 7" Magic 62.14" ~ Legend: SunPOwer 230W Panel UniRac SunFrame Rail • 17 UniRac 4" Drk Standoff 2x4" Douglas Fir Truss 24" O.C. it ' Notes: Number of Roof Layers: 1 I Height above Roof Surtace: 4" 'I Materials Used: UniRac,SunPower,SMA j Added Roof load of PV System: 3.5psf EngineerlArchitect Seal: ~ N P? `~/F V`'~ ~j~~ , , w ` 4~ ~l~ ,Qr h. ~ r,' iu )1 vI y ?if s~~- osr,1~~ R~~tC~ _ Drawn By: MVP .Drawing # 3 of 9 Date: 2/20/13 REV: A Drawing Scale: 3/16" = 1.0' ~?GREENLOGIC~' ENERGY ' GieenLogic, LLC Approved ~ Fred Delavega 15437 Main Road East Marion, NY Surface #2: Total System Size: 10.12kW Array Size: 6.9kW 3 strings of 10 on SPR7000m Azimuth: 116° ~ Pitch: 27° i ~ ~ / ~ ~ ~ Monitoring System j ~ / ~ SunPower _ _ y, ~ ~ ~ ,x, PaneVArray Specifications: _ X \ ~ i ~ ~ ~ Panel: 3unPower 230w ALL BLACK ~ ~ ~ ~ ~ ~ ~ Racking: UniRac SunFrame Panel: 61.39" X 31.42" Array: 314.2 X 188.67" ; ~ ~ ~ Surface: 43 11"X 18'6" ~ i ~ Magic#:6214 ~ h ~ ~k-- Legend - / ~ \ ~ ~ SunPOwer 230W Panel ~ ~ ; - UniRac SunFrame Rail ~ 34 UniRac 4" Drk Standoff ~ ~ ~ ~ ~ ~ ~ ~ 9 2x4" Douglas Fir Truss 24" O.C. Notes: ~ i ~ ~ ' \ ~ ~ Number of ROOf Layers:l - / ~ ~ ~ ~ ~ ~ ~ ~ ~ !Height above Roof Surface: 4" i Materials Used: UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf Engines ct Seal: N 1'?/J/F; 1~*V_ ALL. ~ ~ ~u O °,u.~ 2 2. ~ \\`p 06o18G ~i ~ROFesst~N~~ Drawn By: MVP Drawing # 4 of 9 ' Date: 2/20/13 REV: A Drawing Scale: 3/16" = 1.0' ~i ?GREENLOGIC~ ENERGY GreenLOgic, LLC Approved Fred Delavega 15437 Main Road East Marion, NY s~rte~e #z: i Total System Size: 10.12kW Array Size: 6.9kW 3 strings of 10 on SPR7000m Azimuth: 116° Pitch: 27° ~2 Monitoring System: SunPower i - - i ~ PanellArray Specifications: n ~ Panel: SunPower 230w ALL BLACK G Racking: UniRac SunFrame ~ ~ ~ ~ ~ ~ Panel: 61.39" X 31.42" h i Array: 314.2" X 188.67" Surface: 43' 11"X 18'6" Magic 62.14" ~ ~ / Legend: \ i ~ - _ _ u SunPower 230W Panel r wr /k, i UniRac SunFrame Rail ~ ~ ~ \V ~ 34 UnlRac 4" Drk Stantloff a ~ 2x4" Douglas Fir Truss 24" O.C. ~ ~ Notes: ~ i ~ ~ ~ ~ i Number of Roof Layers: 1 / ~ ~ N Height above Roof Surface: 4" % ~ Materials Usetl: UniRac, SunPower, SMA \ W Added Roof load of PV System: 3.5psf i EngineedArchltect Seal: i ~ n ~ ; 2 oshte~~ ~RL'FESyt~'~P Drawn By: MVP Drawing # 5 of 9 Date: 2/20/13 REV: A I Drawing Scale: 3116" = LO' ?GREENLOGIC~ ENERGY GreenLOglc, LLC Approved Fred Delavega 15437 Main Road East Marion, NY Surtace #2: Total System Size: 10.12kW Array Size: 6.9kW 3 strings of 10 on SPR7000m Azimuth: 116° Pitch: 27° MonitoringSystem: 2;/ SunPower PanellArray Specifications: Panel: SunPower 230w ALL BLACK ' ~ ,Racking: UniRac SunFrame Panel: 61.39" X 31.42" Array: 314.2" X 188.67" Surtace: 43' 11"X 18' 6" Magic 62._14" _ Legend: _ ~H SunPower 230W Panel - UniRac SunFrame Rail • 34 UniRac 4" Drk Stantloff a ~ 2z4" Douglas Fir Truss 24" O.C. Notes: Number of Roof Layers: 1 Height above Roof Surtace: 4" Materials Used: UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf ii Engi _ _ i ct Seal:. ~/J Q~V ~ x~ 1 * ( 3_ CC Plr ~ lu L 1 v C? ~ ~5ti1 b~ v P~ ~~R~FESS1~~ Drawn By: MVP Drawing # 6 of 9 Date: 2/20/13 _ I REV: A Drawing Scale: 3/16" = 1.0' - ?GREENLOGIC~ ENERGY GreenLogic, LLC Approved Fretl Delavega 15437 Main Road ' East Marion, NY Total System Size: 10.12kW 2 stdngs of 7 on SPR30DOm 3 strings of 10 on SPR7000m Azimuth: 116° - ~ Pitch: 27° Monitoring System: ~ SunPOwer ~~~iii"' PanellArray Specifications: 2X4 TFU$s Panel: SunPOwer 230w Racking: UniRac SunFrame Panel: 61.39" X 31.42" - Legend:- - - ~ Sun Power 230W Panel lV - UniRac SunFrame Rail • 51 UniRac 4" Drk Standoffs 2x4" Douglas Fir Truss 24' O.C. ~ Notes: Number of Rooi Layers: 1 Height above Root Surtace: 4" - 10'-4" ~ - - 10'-4"- Materials Used: UniRac, SunPovrer, SMA Added Roof load of PV System: 3.5psf 30,_0,. _ - EngineL~ hitect Seal: y r, ~ ~ \ ~J ~ i~f ~ r~ ~ ~ I ~ r- p}!j s D6ii1 u2 ti`~ \OFES510~~~~'f` Drawn By: MVP Drawing # 7 of 9 Date: 2/20/13 I REV: A rDrawing Scale: 3/32" = 1.0' ~?GREENLOGIC 18" Service Walkwa ENERGY _ y ! GreenLogic, LLC Approvetl Fred Delavega 18" Service Walkway East Marion NYd I I Total System Size: 10.12kW I I I 2 strings of 7 on SPR3000m I I 3 stdngs of 10 on SPR7000m 1 I I I I I I I Azimuth: 116° Pitch: 27° I I I ~ Monitoring Syslem: SunPower I I PanellArray Specifications: I - - - - - - - - - - Panel: SunPower 230w r ~ ~ ~ ~ Racking: UniRac SunFrame Panel: 61.39" X 31.42" i~ ~ i ~ ~ i A ~ I Y Y, ~ k ~ ~ A _ Legend: ~ ~ SunPower 230W Panel ~ i. ~ ~ ~ I ~r ; ~ ~ UniRac SunFrame Rail ~ • 51 UniRac 4" Drk Standoffs ~ i ~A ~k x ~v a ~ 2x4" Douglas Fir Truss 24' O.C. ~A /A Y Notes: Number of Roof Layers: 1 Height above Roof Surtace: 4" Materials Usetl: UniRac, SunPower, SMA Added Roof load of PV System: 3.5psf EngineerlArchitect Seal: 14 SunPower 230w panels 30 SunPower 230w panels t/_~. ^ . y ~ c Zji, `OA X66182 ~.~1~ q~~ ES S 1 ~C"~v Drawn By: MVP Drawing # 8 of 9 Date: 2/20113 REV: A Drawing Scale: 3/32" = 1.0' ~?GREENLOGIC~ ENERGY Greenlogic, LLC Approved Fred Delavega 15437 Main Road East Marion, NY it 'Total System Size: 10.12kW 2 strings of 7 on SPR3000m 3 strings of 10 on SPR7000m Azimuth: 116° Pitch: 27° Monitoring System: ~ i Material List tom. Rail Material List t SunPower _ PanellArray Specifications: UniRac4"DrkStandoffs 51 Panel:sunl=owerz3ow 5/16"x4"SS lagBoltS <•;.102 Racking:UniRacSunFrame i Panel: 61.39" X 31.42" 5/16"Stainless Steel Washers 102 BlackFlashings 23 i ~ end: Oatey12920Flashing 28 SunPower23oWPanel - UniRac SunFrame Rail • 51 UniRac 4" Drk Standoffs a ~ 2x4" Douglas Fir Truss 24' O.C. Notes: Number of Roof Layers: 1 Height above ROOf Surface: 4" Materials Used: UniRac, SunPOwer, SMA Added Roof load of PV System: 3.Spsf EngineerlArchitect Seal: f~~ 1 / ~ ' ~ r~ h~` F~SSIC`~i^" - Drawn By: MVP Drawing # 9 of 9 Date: 2/20/13 REV: A - _ ' i Drawing Scale: 3/32" = 1.0'