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Home My WebLink About32709-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 02/19/08 No: Z-32891 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 3940 THE (HOUSE NO.) County Tax Map No. 473889 Section 30 LONG WAY (STREET) Block 2 EAST MARION (HAMLET) Lot 99 Subdivision Filed MaP No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 8, 2007 pursuant to which Building Permit No. 32709-Z dated FEBRUARY 9, 2007 was issued, and conforms to all of the requirements of the applicahle provisions of the law. The occupancy for which this certificate is issued is INSTALLATION OF AN ACCESSORY SOLAR PANEL AS APPLIED FOR. The certificate is issued to MARY ANN DURKIN & KATHLEEN M. TOLE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMKIlT OF HEALTH APPROV1\L N/A ELECTRICAL CERTIFICATE 1110. 4489 05/02/07 PLUMBERS CERTIFICATION DATED N/A ~f'~ Au'thor zed Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 rt..:~ _J APPLICATION FOR CERTIFICATE OF OCCUPANCY -" This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: L Final stm'ey of property with accurate location of all buildings. property lines. streets, and unusual natural or topographic features, 2, Final Approval from Health Oept of water supply and sewerage-disposal (S-9 fonn) , 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 2/1 0 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: I, 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 I, Certificate of Occupancy - New dwelling $25,00, Additions to dwelling $25,00, Alterations to dwelling $25,00, Swimming pool $25,00, Accessory building $25,00, Additions to accessory building $25,00, 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 New Constmction: \/ Location of Property: ~D -\'" t'o.", '1'j~ c. \AJPr-i E.. (Y1 A--eI010 House No, Street Hamlet OwnerorOwnersofProperty ~f\~l_j\~~ ':1?Ve-K\~ !1/-.f\'Dl<""~6iJ t--\ ~[f~ Suflolk County Tax Map No 1000, Section ~ 6 ,,_ Block 0 d.- Subdivision ~\?)~li-~_~BK>!_~''''1S Filed Map 1.,,&(,- I'ennit No, 3;;) -'1 CCI--~ Date of Permit Applicant:~~"J ~\Kc..., Health Oept Approval: N ~____, Underwritcrs Approval: __~ Date, "..9-\ \8\PS I Old or Pre-existing Building: (check one) Lot 1<( "~---- Lot: Planning Board Approval: N\A- 1 Request for: Temporary Celiificatc ___' Final Certificate: __~__ (check one) Fee Submitted: $ Applicant Signature ~.12,1'CC. CO~3d8'01 BUREAUOf ELECTRICAL INSPFCTORS,lnc SUFFOLK 40 Nottingham Drive, Middle Island NY 11953 Telephone:1 6314958136. Fax:1631 9806455. E-Mail: SBEI1@hotmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Linear Electric Rough In Inspection Date: 4/27/2007 Application NO: 4489 Suffolk County Tax Map NO: 30 2 Final Inspection Date: 4/27/2007 Certificate NO: 4489 Building Permit NO: 32709 Z 99 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below and installed by the Applicant named above, and located at the premise of: Owner: K. Tole & M. Durkin Address: 3940 The Long Way, East Marion, NY 11939 Address of Inspection Site: 3940 The Long Way, East Marion, NY 11939 X Residential Commercial New Addition Service 10 Service 30 Main Panel Sub- Panel 1 Disconnects Transformers Twist Lock X Indoors X Outdoors Renovation Survey Basement 1st Floor 2nd Floor Attic Service Pool Hot tub Garage Shed X Other: Photo Voltaic System Heat Time Clock Hot Water GFCI Breaker Dryer Recpt Exhaust Fan TVSS Inventory Duplex Recpt Switches GFCI Recpt Single Recpt Range Recpt Appliance Heat Pump Ceiling Fix Wall Fix Recessed Fix Fluorescent Fix A/C Blower MC Cond Electric Heat HID Fix Smoke Det Co Det Pump Emergency Fix Exit Fix Pool Luminaire Other Equipment: 10 kW PV System (50 200-w modules, 3 Xantrex GT3.3 inverters) The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Linear Electric Inspected by: Signature: License No: 34402-ME Date Certifiate Date: 5/212007 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32709 Z Date FEBRUARY 9, 2007 Permission is hereby granted to: N TOLE & M DURKIN 3940 THE LONG WAY E MARION,NY for : INSTALLATION OF AN ACCESSORY SOLAR PANEL AS APPLIED FOR at premises located at 3940 THE LONG WAY EAST MARION County Tax Map No. 473889 Section 030 Block 0002 Lot No. 099 pursuant to application dated FEBRUARY 8, 2007 and approved by the Building Inspector to expire on AUGUST 9, 2008. Fee $ 100.00 f)cdA~ t;. LL- I Authorized Signature ORIGINAL Rev. 5/8/02 3)--10 jc TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] I~LATION [ ..-]FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENEmATION ~ DATE - ~ INSPECTOR J- It ICe? / 327 to ( i:- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [~~DATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnON REMARKS: DATE INSPECTOR 4 . . DAT.E COMMENTS FIELD INSPECTION REPORT ~ IH...//o rtJ 1 L.T.' cd- fn Jh". . n/_/ s..:>"" .jl"l 1'/ I . J I , Z )/J "} o ~ FOUNDATION (1ST) v i./ .s>- .., IV" -------------~---------------------- oF! VI '~~ FOllilDATION (2ND) :> UJ & l"l _0_" --- z 9 -----. ---- I1J J> ,.(-.~ o ~ ROUGH FRAMING & l"l PLUMBING .., t ....- ~ ~ . ~~ P>t'"' INSULATION PER N. Y. t;'j .., STATE ENERGY CODE u~ (\fl ~/I/a p. rf; - c,J ,~ I 4 ~Y. J h ~ J ~ /) .Y., . i // / / l ;t:/ v / FINAL ---- ) ADDITIONAL COMMENTS ~ - (' - l t-~ C7'iii ~~ I ~ ;3 - oDl"l -, , :>< ...0::1 I ~ D.., , ~O z ..~ := ~ . ~~ ._.~ 0 t'l .." ~ TOWN OF SOUTH OLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. nnrtbfnrk.n.tlSnntholdl PERMIT NO. 3d-lOr c BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following" before applying') Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form NYS.D.E.C Trustees Contad: M,;lto :;946 ''''GO U:>Nb.. WA'f EI'-\.P.j4\ON )'l'-l qq:fj Phone &>:S \ ., F\ l.? 5'S Vi Examined~' ,20n Approved . ,20~ Disapproved ale 1/1 20A IcJd, ' l Building Inspector Expiration FEB . 2007 APPLICATION FOR BUILDING PERMIT Date ~c:J8 ,20D, INSTRUCTIONS , 1 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. r. Every building pennit 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. I f 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 tv1AI)E to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinan~ ofthe Town of South old, 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 rode, and regulations, and to admit authorized inspectors on premises and in building for necessary inSpecti~ ,,~ (Signature of applicant or name, if a corporation) 3Q40 "I ~ld..0...v::. \AI A--iJ E MA~p/J (M,ihng oodress of "llphcant) \ \ C\ "31' State whether applicant is owner. lessee. agent, architect, engineer, general contractor. electrician, plumber or builder OLU~E">:l_ Nameofownerofpremises .J~"\""\-\\...-EE:l-\ ~ \Cl\._~ /M.f>.iCi. ~l\\1J ~\J~IJ (As on the tax roll or lalesl deed) If applicant is a corporation. signature of duly authorized officer (Name and title of corporate otlicer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be 9one: 3 'HO \' *t? \..ohlr.. W PI "\ House Number Street ~ K~o~ Hamlet County Tax Map No. 1000.,,;;ection Subdivision'?eo~Lc:::. t;) ~A.C u (Name) :2,0 ~MU\S Block 01- ~ ~9 I iled Map'No", fIf,t~ t~"2- ~AAO. "lAW I ' fIr ~r~llJ(;.2 _JI1t'tt,' , .,jlilfWO !)t / , , t > ,t . 11IJltl:I"Tllno,J 2. State existing use and occupancy of premises and intended use and occupancy of roposed construction: a. Existing use and occupancy ~ b. Intended use and occupancy C;. t-..J C. Le- ~ Am , L 'I ~ IA.) F.l I \" \ q 3. Nalure of work (check which applicable): New Building Repair Removal Demolition Addition Alteration ~ Other Work !"Ice . 'S~ T'. -<;c G.ro~ ~ (Descriplion) N\6J""'~ ~\C>O (To be paid on filing this application) Number of dwelling units on each floor Fee 4. Estimated Cost ~ 2.- "l "- 5. If dwelling, number of dwelling units If garage, number of cars 6. I f business, commercial or mixed occupancy, specifY nature and extent of each type of use. 7. Dimensions of existing structures, ifany: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories \~ ' \.., \ 8. Dimensions of entire new construction: Front . I.--- Rear e.- Height 5'- <01 Number of Stories , Rear o .Lo, u.,;;. Depth e>-5"' 10. Date of Purchase ~ , \'2.1\010 Rear 9"::12." Depth -405' 9. Size of lot: Front Name of Former Owner f--\AQ..\....\~ II. Zone or use district in which premises are situated ]2. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO V- 13. Will lot be re-graded? YES_NO V'WiII excess fill be removed from premises? YES_NO_ 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No NaroeofContractor"). "'\f' .c.r;r F~C.i- Address u..L.AlJReL.A\lPhoneNo. ,,:;\ 91~ \ "19.57- ~ \"SL-\ ~ 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.e. 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. . ~ ]6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) CQUNTY OF~,^rr Q~R "-p..-n'ru=e:l-\ ~\...~ l'f\ ~ A- N J.:} -U If''' .1.3 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the C:><-.U "-l ~R... (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 f1I.ed therewith. Swop!..!o before me this X' day of f( h"-~<1 20.0=1 ~-_.( _'~ Notary Public NDJ5w!t'~ ~~SJan~~O ~ PROFILE VIEW '~~CUPANCY OR ~E IS UNLAWFUL ';-HOUT CERT/F'CA TE " ~ JCCUPANCY UNDERWR1TF~- -C;TIFICITl . -., Rt, co A - Adjustable Legs B - Bracket C - L-Foot " D- '2," xII' (Treated) oA. ,+".>'~ E - &" xect" Concrete Footing Sol.r Modules (13' .....) 6' y-. J/I/7 / ()-rJ B~ I -. "J ~J! 0 Zk (t(~ ,., 1."'" , .v Ground Level Ground Level Fe'" -, D '. iJJ",,:~ ,,' :('.:.L ~1EET THE F:~'~'C!U1R[i\':~..i Sex: Tr:'. C(XY:S OF NEW Yi::'nJ( STATE. NOT nc. ?Oi"~,:~;GLE FOR DESIGN OR ONSTRU IO~~ ERRORS. ALL ONSTR CTION SHALL MEET T EMENTS OF THE CODES OF NEW YORK STATE. Ss ~ ') 1/ >b , " i17 11/) ~ ~ E CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. '. F~ONJ: VIEW \ r---- Solar Medlll.. I I \---- ---- ---------1 \ I ~ I ----I I -4-131"-+ 4 lI5'.- .. ~'{'-: h e "~-'-<'-r'-'--'~"_'~"<_"""'o~'''',''_._~ '16 S :' ~ ~ ~> , l_J \Qlar c,':)int-..; ,)f :(\,i,chment 10 -'-131"--+ C 61'.- .. j)" C'-t .z/ >.... ..mRAc@ Tech"nicfj! Buffeti;'! .la2~ Code-Compliant SOLARMOUNTTM Installation May 2002 Pub. 020508-1 @2002 by UniRac, lne. AD tights reserved. ,:"'().nt{::l?ts Letter of Certification ................................................................ ii Procedures for Meeting Building Code in Installations Using SolarMount Universal Roof Mounts................................... 1 Frequently Asked Questions About SoIarMount .......................... 7 Installation Instructions ............................................................ 9 :~~- . WtIlter Gentle lhgi - d D.J-..I_..J "'.......A_ 1-_ ... ."'J~MnflN .&IR5~ ~h-..JefCWil~ UIIiYusit,y of New MtDdco AItJ.lfllil'''' NM 17131 Phone: (505)277-3458 Email: gemle@unm.edu Mr. John Liebendorfer UniRac, Inc. 2300 Buena Vista Dr., SE Unit 134 Albuquerque, NM 871 06 Subject Engineering Certification for UniRal: SobuMowJtTM Universal Roof Mounts May 14, 2002 Dear Mr. Liebendorfer. 1 have tested and lIIl8lyzed the structund design of UniRac's SolarMount Universal PV Module Roof Mount System in the fuIlowing manner. (1) Laboratory test reports dated August 28, 2001, August 31, 2001, October 30, 2001, and January 28, 2002, and April 22, 2002. (2) Structural designcalculatioos based upon: (a) "Alwninum Design Manual: Specifications and Guidelines for Aluminum Structures", The Aluminum Association, W...,hillgtOlt D.C., 2000. (b) "The Uniform Building Code: Structural Engineering Design Provisions", International Conference of Building Officials, Whinier, CA, 1994 and 1997. (c) "Manual of Steel Constrvction: Load Relh!dance Factor Design", 3rd Ed., American Institute of Steel Construction, Chicago, n., 2001. With this letter, I certify that UniRac SolarMount products will be structurally adequate and will satisty the buikIing codes listed above when they are installed in accordance with UniRac Technical Bulletin 103, "Code-Compliant SolarMount -"">rtiQl1", Publication 020508- I, May 2002. If you have any questions or conceUlS regarding the UniRac SolarMount system, please contact me. " .., ..gRAc'" Technical Bulletin No. 103.......m....... Code-Compliant SoIarMount Installation Procedures for Meeting Building Codes in Installations Using SoIarMount Universal Roof Mounts This bulletin is designed to support applications for building permits for installations using SolarMount= l.IrOveJsaI Roof Mounts, manufactured by UnIRac, Inc. Rlllow the six steps below to instaD SolarMount In compli- ance with \he Uniform Building Code'" (WhitlieJ; Caiif.: International conference of BuIlding OfficIals, 1997). hearafl:er USe. To meet code, follow this bulletin in conjudion with SclarMount lnstaliation lnstmctions, Rev. 2 (UniRac Pub. No. 020507-1, May 2002), which is reproduced on pages 9-14. Before proceeding, note the following: . This bulletin addresses only wind loads on the assumption that wind produces the maximum load factor affeding an installation. verify that other local factors, such as snow loads and earthquake effirls, do not exceed the wind loads. Give precedence to any factor that does. 10<,1 0080 " . The roof on which the SolarMount will be instaUed must be capable of withstanding the Design Dead load and Uve load per footing lisled in Tables 2 and 3 on pages 3-4. . If the roof on which \he SolarMount wiD be installed has a pitch of greater than 45 degrees, consult UniRac before prooeedlng. 1. Determine Basic Wind Sl-.I at Your Installation Site For the United States, see the UBC chart, "Minimum Basic Wind Speeds in Miles per Hour," reproduced below. If your installatlon is outside the United StatEs or if you need further assistance, consult a Iocai professional engineer or your Iocai building authority. '" ----. ....--.-..-.. ,r; '" );o-:oo+==Tn_. I : J- .J-- , 80 81);--+ +- ,- \ \ , ~~ ~ \ '\ (\ . """" 1tN\olP~.os.~~Sl'5P(;Ofh~JM"6~ r ~\.mo::IJO~UQ;I;lt'~o;pa;r>ca."lfNR3l!11l\9..Wj~.fIf>~(>F">./l.i><...ti'~n ;).'IiIM}V'eE!lFOO~~lS-II{>_l'\;i'..!n'OfIlO()!l;.~""la'TME:'I~~1S110 . ~~/IW'UMS:AIQlO8e~~""'~E!lIir^lmWeMEiIIM&r~ {. ; ___.___.;.;:.._.__m:-::.~=~!?:..:_.~~:::~=~:__ I I n,JJ r~ (-'u '; f , _j'! , 'J ,. \ --, ~ \' \-----' u\t--\ I \ '~. \ \ Ii '\', .; ~ }10 \ J I '1 .' \ __->1 i \ lfIJ _~ -----.-t--- ! ~ !lASICWlJ\!DfiPEEOmarp\'l . SProM.WBO~l Figu~e.l. Minimum S,,"!c Wind SpeEds. Reprodua!d from fIBC. Vol. 2, _rat Englneerfng Design ProvISIOnS, Chap. 16, DiY. III, Wind DMign, Fig. 16.1, -_Bask Wind SpeEds In Ml"'" per Hour," p. 36. 'Jl ,~'& ....ma..r Technical Bu/Jetin No. 103................. Code-Compliant SolarMount Installation 2. Determine the Exposure Category of Your InstaHation Site The UBC* defines wind exposure categories as fulIows: """""'""'. has terrain witl1 buildings, forests or sUlface irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61l<m) or more from the site. EXPOSURE c has terrain that is flat and gene<ally open extending '12 mile (0.81 km) or more from the site in any quadrant [or having scattered obstructions extending one-half mile or more from the site In any full quadrant This category indudes flat or gently rolling open counlJy and grasslands. Sites normally considered as Exposure B, but which are subject 1n topographic amplification or d1amelization, such as ridgetops or draws, shall be considered as Exposure C].t EXPOSURe 0 represents the most severe exposure in areas witl1 basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 km) In width relative to any quadrant of the building site. Exposure D extends inland from the shoreline V. mile (0.40 l<m) or 10 times the building height, whichever is greater. 3. Determine the Design Wind Pressure Required for Your InstaHation Design Wind Pressure is the amount of wind pressure that a structure is designed 1n witl1stand, expressed here In pounds per square foot (pst). To determine the Design WII1d Pressure required for your installation, apply the following factors using "!able 1: . your Basic Wind Speed (determined in step 1), . your exposure category (determined in step 2), and . the height of your roof above the ground. If your values fall Significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 pst, oonsult UniRac, a professional engineer, or your local building authority. '*UBC, Vol. 2, Structural Engineering Design Provisions, Dlapter 16, Div. III, Wind Design, p. 7.: tTlle _ material is fUJt indutJed in theUBC and applies only to CaIIfomla. See 1998 california BuDding Code (Saaamento: california Building Standards CommiSsion, 1998), val. 2, p. 38.8. <Ia. Determine Minimum Design Dead and live Loads for SIandard Rafter Spacing . . . foot spacing refers In the space between L -feet (or stand- offs, if used) along the same SolarMoont raU (see Fig. 2, page 5). If you are spacing feet In ma1I:h a standard rafter spacing, ronsull: laIlIe 2 1n determine your M"Hlimum Design liVe and Dead Loads per footing. (If you want to ma>rimile foot spacing 1n minimize roof penetrations, skip 1n step 4b on page 5.) Locate the make and model of the PV module that you plan to install and the rafter spadng at your Installation site. Read the Minimum Design Deed Load and read or extrapolate the Maximum Foot Spacing allowable for the Design Wind Pressure you determined In step 3. To meet rode, you must be verify that the rafters at your installation site can witl1stand the Design Dead and Live Loads. For assistance on this point, consult a local profus- slDnal engineer: Go on 1n step 5 on page 5. Table 1. Design Wind Pressure (psf) by Wind Speed and Exposure Category Basic WiIld Speed (mph) 70 80 90 100 110 120 130 CMegoty B 15' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 15 19 24 tJ 35 41 30' ioof height 12 16 21 25 36 43 Category C 15' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 4{J 48 57 67 30' roof height 20 26 33 41 50 59 69 category D IS' roof height 23 30 38 46 56 67 78 'JD' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 n 84 30' roof height 25 33 42 51 62 74 87 Soun:e: 7hese Design WInd Pressure (P) values are baseD on the fCfTTJUla P = C.. ~ t; ,. 4, $ I", (UBC, WiI. 2r stmctl.ffitJ Engineering Design Provisioos, Chapter 16, DiV. Ill, WInd Design, p. 7). Assumptiars, r. ~ 1 and Cq = 1.3. 2 ...~~ Technical BuJJetin No. 103................. Code-Compliant SoIarMount Installation Table 2. SolarMount""" Loads (100) per Footing at Standard Rafter Spadngs Minimum Desjjn LIve load Minimum Design LIve load Minimllm as a FiBIdim of Minimum as a Fundion of Design Design _ Pressure Design Design Wind Pressure Dead Dead load JOpsf 4IJpsf 50psf !Dad 30psf Wpsf 50psf ASE 300 fiC120 ~ 48" r.lfter (foot) spacing 58 373 4..,,7 621 34 281 64" rafter (foot) spacing n 497 662 828 48" rafter ffoot) spacing 1:> J74 _-. . -623 toot}~fiH 72" rafter (fOot) spacing 87 559 745 NA 72" r.lft..- (foot) spacing 51 421 561 701 AstraPower AP65/75 Mllsublshi 120 48" r.lft..- (foot) spacing 33 Z36 315 393 48" filfter (foot) spacing 29 247 329 411 64" rafter (fOot) spacing 43 315 420 524 64" rafter (foot) spacing 38 329 438 548 72" rafter (foot) spacing 49 354 472 590 72" rafter (fOot) spacing 43 370 493 516 A_ower AP110/120 _PW750 48" raft..- (foot) spacing 33 291 387 484 48" rafter (foot) spacing 30 244 325 406 64" r.lfter (foot) spacing 44 387 516 646 64" rafter (fOot) spacing 40 325 433 541 72" r.lfter (foot) spacing 50 436 581 726 72" r.lfter (foot) spacing 45 365 487 609 Asb-oPower AP1S0 PhotDwatt PWlOOO 48" rafter (foot) spacing 37 369 491 614 48" r.lfter (foot) spacing 30 263 351 438 64" r.lfter (foot) spacing 49 491 655 819 64" ratter (foot) spacing 40 351 468 584 72" rafter (foot) spacing 55 553 737 NA 72" rafter (foot) spacing 45 395 526 658 BP Solar 275, 380, 5851 Sharp (_1 165 SX75TU 48" r.lft..- (foot) spacing 35 310 413 517 48" rafter (fool) spacing 31 237 316 395 64" r.lft..- (foot) spacing 47 413 551 689 64" rafter (foot) spacing 41 316 421 51J 72" r.lfter (foot) spacing 53 465 620 NA 72" rafter (foot) spacing 46 356 474 593 5t_._~~ SMl00/110 BP Solar 5X75/8O/85 (old) 48" r.lfter (foot) spacing 32 259 345 432 48" r.lfter (fool) spacing 38 287 382 478 64" rafter (foot) spacing 43 345 460 576 64" rafter (foot) spacing 50 382 509 637 n:' rafter (foot) spacing 49 389 518 648 72" rafter (foot) spacing 56 430 573 716 Siemens SP65/70/75 BP SOlar 110/120 48" r.lfter (foot) spacing 31 237 315 394 48" rafter (foot) spacing 32 287 382 478 64" _ (fool) spacing 41 315 420 526 64" rafter (foot) spacing 43 382 509 637 7Z" _ (fool} spacing 46 355 473 591 72" raft..- (foot) spacing 48 430 573 716 Siemens SP130/140/ BP Solar 850, MST43 (old) 150 48" rafter (foot) spacing 40 242 333 403 48" _ (fOot) spacing 32 319 425 531 64" rafter (foot) spacing 54 333 430 538 64" rafter (foot) spacing 43 425 567 708 72" r.lfter (fool) spacing 60 363 484 605 72" rafter (fool) spacing 48 478 638 NA BP Solar MSX120 Siemens SR9OJ1.00 48" r.lfter (foot) spacing 24 219 Z92 365 48" lllfter (fool) spacing 35 295 393 492 64" rafter (foot) spacing 32 292 390 W 64" rafter (fool) spacing 47 393 524 656 72" r.lfter (foot) spacing 36 329 439 548 72" rafter (foot) spacing 52 443 590 738 BP Solar 3160, 4160,- SunWlze SWBS/94/95 5170, SX150 <8" _ (foot) spacing 35 285 380 474 48" rafter (foot) spacing 33 313 417 521 64" rafter (fool) spacing 46 380 506 633 64" rafter (foot) spacing 44 417 556 694 n' rafter (foot) spacing 52 427 569 712 72" ralter (foot) spacing 50 469 625 NA SunWlze WS115/120 Evergreen ECl02 48" rafter (foot) spacing 34 285 380 474 48" rafter (foot) spacing 35 312 416 520 64" rafter (foot) spacing 45 380 506 633 64" rafter (foot) spacing 46 416 555 693 7Z" rafter (fool) spacing 51 427 569 712 72" r.lfter (foot) spacing 52 468 624 NA UniSoIaI' Kyocera KCBO 48" rafter (foot) spacing 25 269 359 448 48" rafter (foot) spadng 29 192 256 320 64" rafter (fool} spacing 33 359 478 598 64" ralter (foot) spacing 39 256 341 427 72" rafter (foot) spacing 37 403 538 672 n" r.lfter (foot) spacing 44 288 364 480 *To meet code, your Design Loads must be at or above those indicalEd. Yoo, the installer, are solely responsible for verifyIng that the roof can withstand these design loads. For spetjfIcatjons _ on Design W/M Pressure vaIlIes greater than 50 poun/s per square foot, contad UniRac, Inc. '4: -i;W ..~~ Technical Bulletin No. 103................. Code-Compliant SolarMount Installation Table 3. SoIarMounf'''' loads per Footing at Maximum Foot Spacing Design W1nd Pres5llfe'~ 30 pst 40 pst 50 pst Design Wind Pressure' 30 pst 40 pst 50 pst ASE 300 Kyacera KCUII Maximum Foot Spacing (inches) 83 72 64 Maximum Foot Spadng (indies) 95 83 74 Minimum Foot Design Live Load (Ibs) 643 742 B30 Minimum Foot Design Live Load Obs) 558 644 720 Minimum Foot Design Dead load (Ibs) 100 87 76 Minimum Foot Design Dead load (Ibs) 67 58 52 AstroPow.... AP65/75 _ 120 Maximum Foot SOOdng (Inches) 104 90 81 Maximum Foot Spadng (indies) 102 88 79 Minimum Foot Design live Load (Ibs) 512 S91 660 Mif1lmum Foot Design Live Load (Ibs) 523 604 675 Minimum Foot Design Dead load (Ibs) 71 61 55 Minimum Foot Design Dead Load Obs) 61 52 47 AstroPowe< AP110/120 P1...._att PW750 Maximum Foot Spadng (Inches) 94 81 73 Maximum Foot Spadng (inches) 102 89 79 Minimum Foot Design Live Load (Ibs) 568 655 733 M"mimum Foot Design Live Load Obs) 520 600 671 Minimum Foot Design Dead Load (Ibs) 65 56 50 Minimum Foot Design Dead Load (Ibs) 64 55 49 AstroPower AP 150 __ PWlOOO Maximum Foot Spacing (inches) B3 72 65 MaxImum Foot Spacing (mches) 99 85 76 Minimum Foot Design live Load (Ibs) 639 738 B25 Minimum Foot Design Live Load (Ibs) 540 624 697 Minimum Foot Design Dead Load (Ibs) 63 55 49 Minimum Foot Design Dead Load (Ibs) 62 54 48 BP Solar 275, 380, 585, SX75TU 5'-P (_) 165 Maximum Foot Spacing (inches) 104 90 80 Maximum Foot Spadng (inches) 91 79 70 Minimum Foot Design live load (Ibs) 513 592 662 Minimum Foot Design Live Load Obs) S86 677 757 Minimum Foot Design Dead load (Ibs) 66 58 52 Minimum Foot Design Dead Load Obs) 66 57 51 BP Solar SX75/80/85 (old) Siemens SMl00/llO Maximum Foot Spacing (inches) 94 82 73 Maximum Foot Spadng (inc.f-tes) 99 86 77 Minimum Foot Design live Load (lbs) 564 651 728 Minimum Foot Design Live Load Obs) 536 619 692 Minimum Foot Design Dead load Obs) 74 64 57 Minimum Foot Design Dead Load Obs) 67 sa 52 BP Solar SX 110/120 Siemens SP65/70/75 Maximum Foot 5padny (inches) 94 82 73 MaxImum Foot Spacing (mches) 104 90 81 Minimum Foot Design Uve Load (Ibs) 564 651 728 Minimum fOOt Design Live load Obs) 512 591 661 Minimum Foot Design Dead load (Ibs) 63 54 49 Minimum Foot Design Dead load (Ibs) 67 sa 52 BP Solar 850, MST43 (old) Siemens 51'130/140/158 Maximum Foot Spacing (Inches) 103 89 80 Maximum Foot Spacing (mches) 90 78 69 Minimum Foot Design live load (Ibs) 518 598 669 Minimum Foot Design live Load Obs) 595 6B7 768 Minimum Foot Design Dead load (Ibs) 86 75 67 Minimum Foot Design Dead load (Ibs) 60 52 46 BP Solar M5X120 Siemens SROO/l00 Maximum Foot Spacing (Inches) lOB 94 54 Maximum Foot Spacing f-) 93 81 72 Minimum Foot Design Live load (Ibs) 493 569 637 Mif1lmum Foot Design Live Load Obs) 572 660 738 Minimum Foot Design Dead load (Ibs) 53 46 41 Minimum Foot Design Dead load Obs) 68 59 52 BP Solar 3160, 4160, SUO, 5X1SO _ SWBS/90/95 Maximum Foot Spadny (inches) 90 78 70 Maxlimum Foot Spadng fmches) 95 B2 73 Minimum Foot Design Live Load (Ibs) sa9 680 760 Minlmum Foot Design live Load (Ibs) 562 649 725 Minimum Foot Design Dead load (Ibs) 63 54 49 Minimum Foot Design Dead load (Ibs) 69 59 53 Evergreen EC102 _ SW11S/12O Maximum Foot Spacing (inches) 91 78 70 Maximum Foot Spadng (indies) 95 82 73 Minimum Foot Desi9n Uve load (Ibs) 5BB 679 759 Minimum Foot Design Live load (Ibs) 562 649 725 Minimum Foot Design Dead load (Ibs) 55 56 51 Minimum Foot Design Dead load Obs) 67 5B 52 Kyocera KCllO UniSolar 64 Maximum Foot SOOdng (inches) 115 100 89 Maximum Foot Spadng (mches) 98 84 76 Minimum Foot Design live load Obs) 461 533 596 Minimum Foot Design Live Load Obsl 546 631 705 Minimum Foot Design Dead load (Ibs) 70 61 54 Minimum Foot Design Dead load Obs) 50 44 39 "To meet code, your Design Loads must be at or above those indicated. You, /he insta/let; are solely re!i{XXl5ible for verify;ng that the roof can withstand these design lo;;ds. FOJ'spec//lcatlons based on DesIgn IMnd Pressure vahJes greale< than 50 pounts per square foot; contact uniRBci Inc 4 u.mRAc@Technical Bulletin No. 103................. Code-Compliant SolarMount Installation 4b. Or Verify Maximum SoIarMount Foot Spacing and Determine Minimum Design Deed and Uve Loads To minimize roof penetrations, oonsult Table 3 In determine Maximum Foot Spadng allowable for 1lle Design Wind Pressure !hat you determined in step 3. Rnd the make and model of the f'V module you plan m install, then read or extrapolate Foot Design li>le loads and Dead loads at 1lle maximum spacing. To meet the code, SolarMount foot spacing must be at or below the dimension listed. You must be verify !hat 1lle rafters at your installation site can withstand the Design Live and Dead Loads. For assistanre on this point, aJl1.su!t a local professional engineer. S. Verify Ac:ceptable Rail End Overhang Rall End OVerhang (FIg. 2) must equal 50 percent or less of foot spacing. Thus, if foot spacing is 72 indJes, the Rail End Overhang am be up to 36 Inches. In this case, two feet can support a rail of as mucI1 as 144 ind1es (72 inches between the feet and 36 ind1es of overhang at earn end). ,'. /;"f ''-.~ ~~'>- --'<::~ ~ ",./ ~ "~:,'~;~.~~ ~~ ~~~ "''-. ~ ", /' A" ~ ~ SolarMount "> . Overhana .- ""', " loot spacing " "" ,~, I "'--:.. ~.. ",,-,~y~~,~ /,> ,,\." )'...." // "-.... ./ " ,,- --"""'.' .........../ " -""::--, figure :z. SolarMount foot ~ng -"10 the distance -.._ on the same ....11. Ovemang, the _"'" from _ of the I'lIiI to the first foot, must be no more than half the foot~. :; u.~~ Technical Bulletin No. 103................. Code-Compliant SolarMount Installation 6. Ensure That Uve Loads Do Not Exceed Pull-Out Umits Value for your insl:aIlation. Compare that value to the Minimum Design live Load detmninerl in step 4a or 4b. To ensure oode compfoance, the Lag PulI-Out Value must be the greater than the Foot Design live Load multiplied by a safety factor appropriate to your inslalIation. Based on the characleristics of your roof truss lumber and the lag screws, consult Table 4 to determine the Lag Pull-out Table 4. Lag Pull-out Values (lbs) in Typical Roof Truss Lumber Lag screw 5pedficaIions SpedIic 5/16" Shaft. 5/16" Shaft; 3/8" Shaft. G'"lIi!y 2-1/2" Thread Depth' per I" l1ttead Depth per 1" Thread Depth Douglas Fir - Larch 0.50 665 266 304 Douglas Rr - South 0.46 588 235 269 Engemann Spruce~ Lodgepole Pine r:;:::;' (MSR 1650 f & higher) 0.46 588 ,235) 269 Hem-Fir 0.43 530 212 243 Hem - Rr (North) 0.46 588 235 269 Southern Pine 0.55 768 307 352 Spruce, Pine, Fir 0.42 513 205 235 Spruce, Pine, Frr (E of 2 million psi ond higher grades of MSR ond MEL) 0.50 665 266 304 Soun:u: use, American Wood Coundf. *5/16" x 3-1/2" !1Jg screws with 2.1/2" thread depth are prrNitied with all SoWMoUllt racks. lnstallels must verify /hat !1Jg puH-out voIues e><<:eed Mnimum Design Uve Load per foOOng multiplied by an appropriate sarety __ for eadI_. )?4 LA 6- f6 OLrs n t'3 C //5 J1) 6 U.8~ Technical Bulletin No. 103.. ....,...... '... Code-Compliant SolarMount Installation How high above the roof does the Scl/;o. Mo.mt raise the PV module? Three factors affect the module's height above the roof: . SolarMount rails use either L-feet (slarldar<l) or 3- inch or 6-lnch standoffs (optional). Frequently Asked Questions About SolarMount™ Universal Roof Mounts . SolarMount rail may be fastaned either to the lower or upper mounting hole of any of these footings. . L-feet 1m! mounted above the roofing material. However, standoffs can be mounted either above or under the roofing material. Figure 3 prO\!ides dimensions for an these cases. r-n:- -~-"'! ,~ f V(l/",,~~ J~ _~...; --L-L-L......, 1.;~ 1 F"i' 4 [/4' ,,;:: d~ ., . ~~",,' ~,",,','~,~t,',','n",',_,<, ....j ._._ _____~{_~~_~~J _'J ".~ () , v;:,,"!(-s j -------< --------1,. ~j~..J r : .... ~ tl ~ 8' 7~:~...udiit u.~:,!L_. " ;; I.; . '-.0<'<;" /-lo{ll' M/)!K,tl'"oQ. 3 l/8~ :-l;~: r-'" , , ---..................---L-------.l- ~;tonftl"!:'(l Foe;. c ; \/D~.'~.!;; I ,--L- ! , __.....r-...m.--L__________.. I_--DLJ ?V Y r i~"" , il"i "-----"! rn~~ ! ,..~."J::-l L_E....l ,~:t ",'" ".l r-- ._~~ I J~ 5;/B.-~;1-..) , [ I " l/2~ , , ,lnnJ j.1PPl1"1"' "''''';;0 .::<::0",,1;;"9 -,-.-' il ~ . ; " , , i nL 3.'tF ! m._.~._ , ____t --~~:r;-'- - ; ~ " W .\,. I ~i'. j l.lr!<.ll1tlw. .~-'(-!~ .. 1/ " '" " ; v :s.r-3,j' ;_i;ili'lfi'QEf ,m \.'"ri,,~ I DCI<=: cl HI, l .1 .~\'F;-I~g T rF1-- " ! nH~m " -"- -,ni , 'n 1,'8' ! -; 5/8' .. jH ---n d , ~g'ri"' NDvnb ~ lL-.... II H v S.L:i'i.ji: S-J;ondoFr , G 1/2' i , to.cer . ._.l_____.._L~u~--mj-~~ltMQ U /1 V 'l figure 3. SO_aunt RaIl Heights """" f ..i...'!> Technical Bulletin No. 103................. Cocie-Compliant SoIarMount Installation What methods are used to seal the roof penebation required f.... SoIarMount Installati0ns7 There are almost as many se;lDng tedmiques as lIlere ate roofs. 50 we can't possibly be as thorough as we might Dke in describing alternatives. Nevertheless, the most 0Jnltll00 installation method for L -feet (standard) is tJeit:ribe<l in SoIarMount InstiJllation Instructions, reproduced here (see p. 10). Many types and brands of flashings GID be used with 50larMount standoffs. However, we designed them fur use with Oarey@) "No-(:alkh flashings. A wide variety of flashings are described at www.oatey.com. How do I attach SoIarMounts to a standing-seam metal root? Some installers simply cut a hole In the roof fur each fooling and flash the penetration using various techniques. Howeve; there is a better way. Metal Roof Innovations, LtrJ., manufactures the 5-5!rn damp, designed to attach a wide variety of prodUCl5 to most standing-seam metal roofs. It is an elegant solution to the problem of mounting on metal roofs without any penetra- tions . . . and therefore, eliminating flashings aIlngether. Our standard SolarMourtt L -feet will mount to the lDp of the 5-S! damps with the 3/8-inch stainless steel bolt provided with the 5-S! See wwws-5solutiorIs.com fur different damp models and detaJls regarding InstaRation. When using 5-S! clamps, make sure that there are enough damp!L -feet attachments to the metal roof 1D meet the Metal Roof Manufacturers spe..lfk.dtlvo ,s regarding wind loads, etc. To be safe, attach damps 1D the SOlarMount rail at least every 3 feet If you require additional SoIarMount L-fuet, you can order them from your UniRac dIstribulnr as kits with your SolarMounts. Each kit (Item No. SM/FEET) contains two SolarMount L -feet and the stainless steel hardware to attach them to the SOlarMount rail, but no lag bolts. Ched< the SolarMount Ordering In/bnnation, 5i:zing Chart, and Price list (fur the number of L -feet that ane packed with each SolarM. aunt so that you do not over order the kits. 8 "i~ Technical Bulletin No. 103................. Code-Compliant SoIarMount Installation I.." 'f!."%~'fo~ n -~.;,\'}~, '(t''$,~+~.uM'i#.''i'!'''.~ ~~~""~~~~i,,~"'" ~." J1!.'~~M1i.. "...."""v~""" SOLARMOUNTTM Universal PV Module Roof Mounting System (Revision 2, May 2002) Please read and understand these instructlons completely before installing your SoIarMount Installer is solely responsible fur; . complying with all applicable building rodes, . ensuring li1at li1e roof and its rafters can support li1e PV array, . mainlaining li1e watErproof intEgrity of li1e roof, and . Installing aU electrical aspects of the PV array. /;~~--,~ .;7- / l'-;::~.. /Z;f..7-.4 I )/''''- /1 , "~j"}<....;}l}~'-.... . r;f.~" /"-...L ,;/N-j' ?<~'^ r:/y(I~/(.~'-"-L~l;jJ~t-~,L..<,}' <.;~-':Ij1 CL-,,'.1p I ~-'/ j' ~./ -?;<~ / /'''' /11 . ..: " ,,-.,,( #' "'>:<;'4.. /' Y--./ )' ,J;' '-., /I~I;" '/""'E1/' l''-L ry.....,u:. Q\' / J./ ....~ //1 "'7" _/~ /' 1/7--.~~ ' · / I~ I .J'--.....~<;: """,-, / ~,// -."" \ , ; '.,{ ";::t" "./.., ~,<;. J"'....--r. ,..,.... .......~. "",-,. . II' r - < " --...."..//' / --.. '" /'D"'" -,'-.~ \ \,.~ / r '//L ,r~L ,/ __._ _._ ......... .""", / ~_ ff _of /// 7+~,.~_/ "'''' /;/_' -2:<L.:Lt-<bf'-fLJJ'\l! ~ ---__.. ~ -'~" \' /1...../ q< "/ "l:~'l~)'-. '"'7(- / ";,:, PAlL "-", I .........~'-,,- , // ,~ 2)' . ""-. n.. ')>-....~~ // I ... ~/ ~/.t",,,, / '---'....,'-:, \ ' ,', ~-...... ~-. / ~ ,/ / /".. ,'/' , / ~~ "=?::;:...../ '"j y/I/S('./'/-;~~";: '>lD CcA;'c, - ,.... --<:-/,,'/' r I~~ '- I -~ '-~~;,~-.':>?I "--~/ "_.."/;~,,,_~ ~ ' & ,:' -.~:';iv{~~=,~< Il\~~~~;::/"---'-'~ \\ 4. ~\.., :./.:>',.- ....,.>><. / III '.-."-"'" , ,. ..' ,- ~""''?!.~<(/..~~><....~:.\.. L -FOOT -'_..-+.~~'-.._~/ )/_.:.....~~_ .// ,/ FIgure 1. Exploded view of landscape mode __ _l-feet C(Jnt:'~:f1ts Parts Us( ...............,..............................",..............................................W Laying Out the Installation Area.............................................................. 10 Laying Out and InstaUing L-Feet ............................................................. 11 Laying Out and Installing 51<lndoffs.........................................................12 Installing li1e SoIarMount Raiis................................................................13 Installing li1e Modules .................,.......................................................... 14 Caution: stainIe5s steel nuts and bolls can seize up, a process called galling. To significantly reduce li1e likelihood of galling, a packet of SAF- T-EZE anti-seize lubricant has been included wiltl your rack fur use on stainless steel hardware. Q .? ..~~ Technical Bulletin No. 103................. Code-Compliant SoIarMount Installation List In addition to the parts listed in the table below, ead1 SolarMount Is shipped with; . two (2) SolarMount rails (model no. equals Iengtl1 in inches) . two (2) 1/4" safety bolts and nuts . four (4) end damps. * Number of mid-damps (by module group-t) SolarMount model No. Foot setst A 8 c D E Sets of 14" module bolts* and flange nuts (by module gtrJ<Jp't) F F 8 c D E A SM-108 SM.120 SM.132 SM-144 4 6 8 6 6 10 6 8 8 10 4 8 4 8 10 8 6 10 4 8 8 12 8 12 8 12 14 12 12 10 12 12 14 14 10 10 14 14 '*SolarMount end damps and module bolts YaTY in size depending on the modules to be instBIIed~ Module bait lengths are: module group A, 1" long; groups B-D, 1-1/2,"; groops E-F, 2", 0Ieck the label ofltre _ca.-ron to ~/t>Jt the _ matdles the ~ you are ;nstaHing. tEach foot set consists of an Hoot, a 3/8" bolt, a 3/8' flange nut, and a 5/16" x 3-1j2"/ag screw. 'The corton l.beI lists the module group that corresponds to the ~ you iJIe installing. :.,,,,,,,,.,,,,,,,,,,,,.,,,*'-'.-,.,---- MODE M<}DE , , ,__ ~-~3_ Figure 2 10 .,.h.,_. f~t ;1';':: !Jur The installatlon can be laid out in either landscape or porlJail: mode (Ag. 2). Note t!laI: SoIarMount rails make excellent straghtedges for doing layouts. center the lnstalla!ion area over the rafters as much as pos9ble. Leave enough roorn to safely move around the array during installation. The width of the ~ area Is equal to the /engtil of one module. The length of the installation area is equal to; . the total width of the modules, . plus 1 inch for ead1 space between modules (for ntid-damp), . plus 3 inches (1'h inches for ead1 set of end damps). U118RM@Technical Bulletin No. 103................. Code-Compliant SoIarMount Installation 0. 1i~ '_r. -,~,,"----. '::J~l-U .~" . L-fueI: (Fig. 3) are used for instaHation l!1rough existing low profile roofing material, such as asphalt shingles or sheet metal. Use figure 4 or Figure 5 below to locate and mark the l-feet lag bolt holes within the installation area. consult lJniRac's TedmicaI Bulletin 103, CaJe.CDmpliant SoIarMount Installa- tion, to determine foot spacing that will meet the Uniform Building Code. It can be downloaded at www.unilac.aJm. Figure 3 \ -. ~. -" ~-j 1 .,~~ ;~- . ., ~ , Figure 4. Landscape Layout When determining the distance between the rails in portrait mode, keep in mind that the center of each rail will be offset from the L -foot lag bolt holes by 1'l!4 inches. If multiple portrait mode rows are to be installed adjacent to one another, it will not be possible for each row to , be centered above the rafters. '> .. Adjust as needed, following the " \ guidelines in Figure 5 as closely as possible. Figure S. _ Layout Drill 3/16-inch pilot holes through the roof into the center of Squirt sealant into the hole, and on the shafts of the lag the rafter at each L -foot lag bolt hole location. bolts. Seal the underside of the L -fuel: with a suitable Consult Technical Bulletin 103 for guidelines tD determine if weatherproof sealant. the lag bolts provided witt be adequate to meet building code Securely fasten the L-feet to the roof with the lag bolts. wind load requirements for your installation. Ensure that the l-fueI: face as shown in Figure 4 or Figure 5, as appropriate. 11 ..Ill..... Technical Bulletin No. 103................. Code-Compliant SoIarMount Installation L.ayjn~J ()ut i'3nd Insta~Hnq Standoffs Fig..... 6 standoffs (1':'9. 6) are used for aU flashed installations, such as tile and shake shingles. Use Figure 7 or Figure 8 to ~ and mark the staIldoff lag bolt holes within the installation area. Consult UrnKac's Tedmical Bulletin 103, Cade-COmp/iant SaIarf>foont Installation, to deI:ermIne foot spacing that will meet the UIliform Building Code. It can be downloaded at www.unirac.oom. Remove the tile or shake underneath each staIldoff location, exposing the roofing underlayment. Ensure that the staIldoff base lies flat on the undei'laym<!nt, but remove no more m..-I than required for tile flashings to be installed property. Use the staIldoff base as a template to mark lag bolt hole locations on underlayment above the center of the rafters (Fig. 7 or Fig. 8). ___ .~.__L':..: 1- I - .~. "t ., "_.'i: i Figure 7. Lando'cape Layout When determining the distance between the rails in portrait mode, keep in mind that the center of each rail will be offset from the standoff lag bolt holes by 7/16 inches. If multiple portrait mode rows are to be installed adjacent to each other, it wiD not be possible for each row to be centered above the rafters. Adjust as needed following the guidelines in FIgure 8 as doseIy as possible. ~ . .,\.' ;:., ~ ,-- , ~ ~ ; ". -:';;> Figure S. _ Layout Drill 3/16'inch pilot holes through the underlayment into the center of the rafters at each standoff location. Securely fasten standoffs to the rafters with the lag bolts. Ensure that the standoffs face as shown in Rgure 4 or Figure 5, as appropriate. SoIarMount standoffs are designed for easiest instaHalion with Oatey@ IV." -1'1>" No-Calk@flashings. They can be obtai"ed at most plumbing and roofing supply companie5. InstaH and seal flashings and standoffs using standard building practices. ""''''i .1.:,;';. ..ilIAC'" Technical Bulletin No. 103................. Code-Compliant SolarMount Installation ~_. tt: . ,p.. Figure 11 ,'\.",',," -<::.-'--, /.fi::f.f!<'P.r - . .,,~<>.. A": , ....~.:;~.,C:f;<'/ ., .....",..........([j!':JJ/> /:f'!:.::>' __C'/.>' ./C-h'-:/ <.;:.~'{i;;;;::: ..". / ~;~:>~/~ "/'. . '.~. ~~~#l. '. Figure 10 L I ;~";.;';:"" I ~! ..__......_m____....._......._____._... _...._n_._......_____n..._n_.m._.._m__ m.. _.........mm..m...'.._....m_'. ~' Figure 11. Landscape Mode Aligning the Rail Ends. Align one pair of rail ends to the edge of the installation area (FI9. 11 or Fig. 12). The opposite pair of rail ends will overhang the side of me installation area. Do not trim them off until the inslaDation is complete. In landscape mode (Fig. 11), either end of the rails can be aligned, but the first module must be installed at the aligned end. InstaHLng the Sotarf\.1cfunt Keep rail slots free of roofirJg grit or otller debris. Foreign _ wiH cause bolts to bind as they slide in the slots. I-..uing Splices. If \'OUI' installation uses SoIarMount spIia!s, attadlthe rails together (Fig. 9) before mountirJg tile rails to the footings. Mounting Rails on Footings. Rails may be attadled to either of two mounting holes in tile footings (Fig. 10). Mount in tile lower hole fur a low profile, more aestl1etically pleasing installation. Mount in tile upper hole fur a higher profile, which will maximize airflow under tile modules. This will mol tl1ern rr.ore and may enhance perfurmance in hotter ...,-~ ~""=. Slide the 3/8-inch mounting bolls into the footing bolt slots. loosely attadl the rails to the footings witl1 tile flange nuts. Ensure that the rails are oriented to me footings as shown in Figure 4, 5, 7, or 8, whichever is appropriate. , } :~~?; ,<;;:J Figure 12. _ Mode For the safest porlIait-mode instaDation (Ftg. 12), the aligned end of the rails must face tile lower edge of the roof. 5ecureIy tighten the flange nuts 00 the mounting bolls after alignment is complete (28-32 ft Ibs). "'~ ,iL.;>' u.m.... Technical Bulletin No. 103................. Code-Compliant SolarMount Installation UniRac, Inc.., warrants. to the original owner at the ofiginaI instaHation sie thai: the SoIarMount moduta mck {the '"ProdudJ shaft be (reefrom defects in material and workmanship for a period often (10) yeatS i'orn lhe eaIfier of 1} the date the instaItation is complete, or 2) 30 days after the purchase of the Product by the original CWfI8I: This_rrBfIlydoes notCOVBrdamagetoths Product that occurs during shipment, or prior to installation. If wlttrin such psricd thB PnxiLrd: shs.!! be f!l2SOO8bly proven to be defectiw. then lmiR8c shea I'epW orn:lf)/&l>> me. ~ Product, or part thereof, at UniRae's SQIe option. SuM repairOf' replacement shal! fulfill al UniRec'sliabiiitywilh respec:ltathis warranty. This warranty shaU be void it installation of the Product is oot pstfooned in aaxudence wth UniRac's Assembly fnstrucOOns for the Product, Of if the Product has been rnodI'aed, repaired, or rEIWOfked in a manner not authorized by UniRac in writing, or if the Product is installed in an envlronmerrt for which it was not designed. UniRacshaU not be liable for consequentiaf, oontingent orincid8frtal damayes arising out of the use of the Product JnstalHng trH:" rj~Qduk:s Prewiring Modules. If modules are the Plug and Play type, no prewlring is required, and you can proceed directly to "InstaUing \he First Module" belOw. If modules have standard J-boxes, each module sho<JId be poewired with ooe end of the inter-module cable for ease of installation. Rlr safety reasons, module prewiring should not be performed on the roof. Leave covers off J-boxes. They wiD be installed when the I"I1OdlOes are inst3lIed on the rails. Installing the First Module. Tn por/Talt-mode instalf.afions. the safety bolt and flange nut must be fastened to the aligned (lower) end of each mil. This win prevent the lower end damps and damping bolls trom 5fding out of the rail slot during instaHation. Slide half of the V.-ind1 damping boI1s onto each rail, spacing !hem evenly along the rails. Drop end damps over the damping bolts at \he aHgned end of each raU. looSely attach them with flange nuts. Allow half an ind1 between the raft ends and the end damps (Fig. 13). If there is a rebJm cable to the inverter, connect it to the first module. Close \he J-bo. cover. Slide the first module ooder the end damps. CentEr and align as needed. Securely tighten the flange nuts onto the end damps (1(}-12 ft Ibs). Installing the ~ Modules. Slide the next damping bolt on each rail up to \he flf'St module. Drop mid-damps over these damping boI1s end loosely attach them with flange nuts. Lay the second module face down (glass to glass} on the first module. Connect intErmodule cable to the second module and dose the J-box cover. Turn the second module face up (Fig. 14}. Slide it under the mid-damps. Align it and securely tighten the flange nuts onto \he mid-damps between modules (Fig. 15). For a neat installation, fasten cable damps to Rails with seIf-tapping screws. Repeat the procedure untJl all modules are installed. Attach the outside edge of the last module to the rail with end damps. Trim off any excess ralI, being careful not to cut into \he roof. Allow a 'h-ind1 space between the end damp and the end of the rail (Fig. 13}. Check that all flange nuts on damping boI1s are sea.u-eIy fastened. ....\...'.:.'.'.. . '..... - .J,. '" .~. L~rnh:~~d \niarrantv "~IIAc" 1.,.",',''-'; ....--' ;-'_u /' '" "," "'j (~(': ."- .... _'!_'i Figure 13 _._~-- ~" ; {" ;""j Ij "- ./ , " ~R ...'~, ' ;1 . y, t~ . >c '.,:~ '. /~j/' ..~:-~~~::;:':::=::"::;:::::::::::.L "] ---m--'1'i-------....-...------...M ..m_n..__ .-..\ ~- Fig...... 14 "'..i.;" '-';" ::: : ~ i 1... ':~[I .,.h. " figure 15 Pub 02050&-1 (Tedmical Bulletin 103) Pub. 020507-1 (Installation Instructions) @2002 by UniRac, Inc, All rights reserved. THE NEW STANDARD IN PV MODULE RACKs..... UNIRAC. INC.. 2300 BUENA VISTA DR. SE. SUITE 134, ALBUQUERQUE, NM 87106 505.242.6411 FAX 505.242.6412 WWW.UNIRAC.COM 14 . U.~IIAC@ .; " , ~ ., ,.. , "~ ,. .-~' ~ ., , '.'. " .' . < ,. - .l/t5t<:Jhd:;tir:)['j 5;h{:~o,f:t TLH High-Profile Tilt Legs " ')<"R'-ti~ " "\, " , fiXED lEG ("Sr:i;-;'ci-c:! ~..:af{je(~ ~t-::~~ .'ihu! 'Of [-fa0' ,,~~ts~ R-~ii ',.% ',~" .:~t, . "'i.. ADJUSTA.l>lE lEG '" ~~~ "1\~ ' - . : ; ~ , r~ , --...--------- -. - . -, " '\, ~-, ",.r~i;\--:I //,".1 /' -1...__,1 -1''''- / '" "',< ~~:;~,i,.... "~~~ ..-.;< !toil,,,,, -':~'<._-.,"~ Y \.~',\. "\~' .'f..." . '~L.. '~ ~j't'.f['~(! 3j::~~T''')i~ ;"'. P. f,y eas~e: ,;{4a.:<;dr;;::rl "~":'>l-'~':' t:;dl," ,i..:j n'!o<.-... ',',1. L.i'O(,rl ,. .,.-. legfvb~ L-!-{,'Ol I leg luoo '/ ! r~~'~K~t :;t,' I :;:' ~ 3/8" I bOlt, I ffi!M~1 w;J-)$/.&,.:.<,'i I I Fender w05he( Flgu.... 1. leg and _ Assembly: DlustratH paris are from your leg kit and your SMR rail set. Leg kit parts are _ In the parts in........,.." below. ~ Adjustable leg parts list (per leg) Wrench Recommended size torque (ft-Ibs) Part Leg tube Leg strut Bolt, 3/8 x Iv.." Bolt, 3/8 x 2'12" Fender washer, 3/8" Range nut, 3/8" Strut nut, 3/8" Qty. 1 1 2 1 2 2 1 9/16" 9/16" '-Slrd nul \..l.eg strut Figu.... 2. Ad~ Leg Cnlos Sedlan Than!< you for purd>asIng a lJniRac Please cover these il- lustrations thoroughly before proceeding, The instiller is solely responsible for complying with ap- pbb!e building codes and for all aspects of ele<:b icaI ins1a~ Iation of tile Warray. Use tile parts list to verify that all parts are present Note that FIgUres 1 and 3 illustrate parts from bo1h your leg kit and your SMR rail set 30 30 Fixed leg parts list (per leg) Wrench Remmmende<l size torque (ft-lbs) Part Qty. 30 Leg strut Bolt, 3/8 x 111411 Flange nut, 3/B" & 1 1 1 Stainless. steel hardvare can.seize up.. a process called g:all- 1"11,10 9gnIf1C>ll1dy reduce" -. (I) app~ _'" to boks, preferably an anti-seiU\ lubricant. available at auto pans.st:ores,. (2) shade hardw3.re prior to ~n, and (3) avoid spi~ ning on nuts at high .speeclSce h~ Supptement 910, Galling and Its Prevention, ilt www.unirac.C.Om. 9/16" .~ . . ..ilRM" Installation Sheet 205.1.......................................................... TLH Tilt Legs .f Figure 3. Leg spacing with SoIarHount SMR48 to 106 rail sets (one leg per rail). "( '-..... $ ~ 45 percent .'~i. ~., . ~ 40 percent ._ ~ 40 percent Figure 4. Leg spacing with SoIarMount SMRl20 to 132 rail sets (two legs per rail). Pub 030811-1;; @2003 by UniRac, Inc. All lights reserved. UMilRM'" Spacing of Footing Bolts and L-Feet for Each Rail (inches) Use ttlis table In conjuction with Figure 3 or Figure 4 In determine fooling bolt and L-foot spadng for your SMR Rail Set. SMR48 SMR60 SMR72 SMR84 SMR96 SMRI06 Roll Length 48 60 72 84 96 106 70"16 Roil Length 34 42 50 59 fi7 74 45% Rail Length 54 59 65 70 76 81 SMR120 SMR132 SMR144 SMRl56 SMR168 SMRl80 Rail Length 120 132 144 156 168 180 40% Rail Length 48 53 58 62 67 72 10 Year Urnited UnRac.I.oc., wammts mUle original owneratlhe original installaljoo site that the llH blt legs (the "Produdj shaff be free from defects in ma- temJ and WOIkmanship for. period alten (10) years from the ealft", af 1)tne date1he instanatiorl is complete. or 2) 30 days after the purchase of the Product by the original owner. This waoanty does not cover dam.- age 10 the Product that ocaJrs during shipment., or prior to installation_ If wltMn such period the Product shall be reasonably proven to be defec- tive, then UniRac shall repair or replace the defective ProdUGI.. or part theffiof, atUniRac's sole option. Sudlrepairorrep/acemef1tshailfulflll an UniRac's liability with respect to this warranty. This warrantyshaU be void if installation oftheProdud is not performed in accordance wlh UniRac'sAssembly Instructions for the Pnxiud, or if the Product has been modified, repaired, or reworked ill a manner not authorized by UniRac in writing, or if the PrOOuct is installed in an environment fof which it was not designed. UniRac shall not be liable for ~. contingen~ or incidenmJ damages a<isi~ aut of !he use oftheProdticl THE: ~STANDARD IN PV MODULE: RACKS. UN1RAC. tNe.. 3201 UNIVERSrrY BLVD SE. SUITE 110. ALBUQUEROUE. NM 87106-5635 USA 505.242~6411 FAX 505.242.6412 1JYWW.UNlRAc.COM 4. THE LONG WAY -1'" <.:::- <0 s'r8.~U \\ 'll.;~?' ~ 000' ^ ~oy;v \ &_4--- /~-':J.....: 'r-- /..1 \ \ \ \, \, \, \ .~A~ \ ~~ \.) \,~ \.. ;::.~ ',- '( v~\ I , \ f i .! , ~ ;.. ~ :;{..: .-...--;:;;, ,\ >/.~- . ~ .'.~ ',.4 , .0' \ ~ '" I ij3 ~g I 0 \ ~w \I --' \ w ~ 0'" Iii . .~ ;2:" ~ v<i'<'i5'-\.\.e '" ~ O~ ~.'f '0 ~ \ ~~ ~. '6. 0 " .~. 0 ::J r- :> <D .. (:il6' ~ :1 \I ~ N ~~ i,r""'''' \ '" t-' >1.. .' 'i! ~ '?;; '.. ~ \ '" \ , \-v ~""0~""\~--'I ~~o~ ~o \"'< ~~ ~'Y.JX~ 6.~v c. o~ \ _,' '~G .___. '--Nf.:'...:-' W~\'c-.\"' Vp\J'6UC us't..S LOT@ ...c, ~ _:.,--;0 Lor@ ",p; '"--,, ~ " ~ , _I " ~ Sp"CE "D" oPEN \i/>..C".~i ..oIiM " -'-"";;" = 1. ELLVATlOHS ARE REFtREHCEO TO N.J ASSUWED DATIlW EXISTING ELEVATIONS ARE SHOWH THUS: ;;.Q_r! 2. REF'ER TO nL.ED WAf' FOR TEST HO!..E DATA. 3. M1NIMUW SEPTIC r....K CAPACmES rOR A 1 TO 4 BEDROOM HOUSE IS 1.000 GALLONS. 1 TANK; 8' LONG, .f-3" WIDE. 6'-7. DtEI' <t. WlN1NUW LEACHING SYSTEIIl FOR A 1 TO .. BEDROOM !WUSE IS 300 lIq ft SIDEWALL AREA. 1 POOL; 12' DEEP. B' dla. ~ PROPOSED EXPANSION POOL. @PIlOf>OSED LU.CH1NG POOL ~ PROPOSED SEPTlC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWtl HEREeN ARE FROio! FlELD OBSERVATIONS ..NO/OR DATA OBTAINED FROIol OTHERS. F:.',; .... 40,,>.74' ~ u-; '" <1>. .\> 0, '" ... OJ o '0 O. UNot.ltTliORlZED ALTERATION OR AODmON TO THIS SURVEY t5 A V1OLAT1ON OF SECTION 7.209 ~ THE NEW YORK STAlE EDUCAT1rn4 LAW. COPlES Of THIS SURVEY MAP NOT BEARING THE L,i,ND SU~R'S INl(ED SEAL OR WBOSSED SEAl SH,I,U NOT BE CONSIDERED TO BE A VALJO TR.UE COPY. CERTlFlDl.TlONS INDICATED HEREON SHAlL RUN ONLY TO THE PERSON FOR WHOIoI THE SU~ ~ PREPAAfD, ANO ON HIS ~LF TO THE mu: COUPANY, GQVERNIoIENrAL AGENCY AND LENDING INSllTlJTl()N USTED HEREON, AND TO THE: ASSIGNEES OF THE LENDING INSTI- TUTION. CERT1FlDl.TIONS ARE NOT TRANS~LL THE EXISTtNCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. ~ z '" ;::.Z L \:"'6 h ............... .,..", "'~ ;.. n "" -<. SURVEY OF LOT 62 MAP OF PEBBLE BEACH FARMS FILE No. 6266 FILED JUNE 11. 1975 SITUATED AT EAST MARl 0 N TOWN OF SOUTH OLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-30-02-99 SCALE 1 "=40' OCTOBER 2, 1998 JULY 13, 2006 UPDATE SURVEY & SET STAKES AREA = 32,053.16 sq, ft. 0.736 ce. CERTIFIED TO: LAND AMERICA COMMONWEALTH TITLE No. RH06305867 KATHLEEN M. TOLE MARY ANN DURKIN PREPARED IN ACCOR!:WIC[ WI1H THE t.lINIIoIUIoI STANDARDS FOR TTTLE SURVEYS AS ESTABUSHED BY mE LI.AL.S. AND APPROVED mo ADOPTED FOR SUCl-I USE BY THE NEW YORK STATE lAND TTTl..E ASSoaATlON. N.Y.S. Lie. No. 49668 Joseph A. Ingegno Land Surveyor Title Surveys - Subdivisions - Site Plans - Comrlruetion Layout PHONE (631)727-2090 Fox (631)727-1727 MAIUNG ADDRESS P.O. Box 1931 Rivertleod, New York 11901-0965 omc[S LOCATED AT 322 ROANOKE AVENUE RMRHEAD, New Yoril 11901