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HomeMy WebLinkAbout33467-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33088 Date: 06/11/08 THIS CERTIFIES that the building SOLAR PANELS Location of Property: 2170 (HOUSE NO.) County Tax Map No. 473889 Section 30 THE STRAND (STREET) Block 2 EAST MARION (HAMLET) Lot 53 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 9, 2007 pursuant to which Building Permit No. 33467-Z dated OCTOBER 11, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SOLAR POLARS INSTALLED INSTALLED ON AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to SUSAN T TSAVARIS (OWNER) of the aforesaid building. SUFFOLK COUJlITY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 4800 01/12/08 PLUMBERS CERTIFICATION DATED N/A Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 6 ' ) 1/ TOWN HALL ; , . J ../ I 765-1802 L ,-' I APPLICATION FOR CERTIFICATE OF OCCUPANCY --- - -...":. W , , ;!,' This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new bnilding or new use: I. 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/J 0 of I % 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 1. 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 Date. ~ -10 - 0<6 New Construction: Old or Pre-existing Building: (check one) J 0 .4~ :l~c 6 Location of Property: ':)1 ry 0 ,HE .5Tt<f1AJ b EA6T HfJlflOt0 ,0 L( 1193? ~se No. Street Hamlet Owner or Owners of Property: ..<) U~ A D (' SA \J A- f< \ S Suffolk County Tax Map No 1000, Section 1EI"3 <ij~ 30 Block <lOa d. Lot 0S 3 Date Ofpermit..J],\ \ \ ~ 01 Filed Map. Applicant: Lot: Subdivision Permit No. 33 ~0 7 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ 2S. 00 final Certificate: I~check one) , CO. :/3D['? /f?'t'- 7Vvr.? 0~/~ 'f Applicant ignature '- 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. 33467 Z Date OCTOBER 11, 2007 permission is hereby granted to: SUSAN T TSAVARIS PO BOX 345 EAST MARION,NY 11939 for : SOLAR PANELS AS APPLIED FOR at premises located at 2170 THE STRAND EAST MARION County Tax Map No. 473889 Section 030 pursuant to application dated OCTOBER Block 0002 Lot No. 053 9, 2007 and approved by the Building Inspector to expire on APRIL Fee $ 200.00 11, 2009. e ORIGINAL Rev. 5/8/02 ~. . PERMIT NO. ~?Lf~1c:/ BUILDING PERMIT APPLICATION CHECKLIST ,. Do ybu have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees COBia/::.\. ~IN 11-<-1) 8 eu ~l) ~o: Z 6 A.FlcJ&e-?.. /Iv-e. e. (5 L.iP, rI Y. /17 30 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.netlSouthold/ Examined Approved Disapproved ale 20 :/": 20~ Expiration ,20 Phone: !- ".~ [~ ~ --~ n W ~ r~.. II' U r--- - ----'W" -, I I I I;:L~ I' _.9 J' U L-. _ 'l..) ~~. f:P~. L__I'2:.':!tj2f..5~'lIltOL!] APPLICATION FOR BUILDING PERMIT Date /0/ q I , 20 () ? INSTRUCTIONS 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. 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. Ifno 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. APPLICA nON 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. ~~~e'ifacorporatiOn) 2-~ /...nv/2ta Ave>vve- G'. ISL-l/O ~7 //730 (Mftiling dress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Co I\l T R.A c 1'1) R.. Name of owner of premises 3U<;AI\I +- {,..eDR.. 6-€ ~tI1f/!;e/<; (As on the tax roll or latest deed) If aJm.iicant is a corporation, signature of duly authorized officer rd.,e6-,AJ,<1L2> Aa/A~7) . t:)w/Ve-:€ (Name and title of corporate officer) Builders License No. 33 I ~ 2.-1-\ Plumbers License No. Electricians License No. ?, L( 4 0 2.. - K ~ Other Trade's License No. I. Location ofland on which proposed work will be done: 2.1/ 0 TH-E SIR-AN/':) House Number Street EA,c,T f1/J ~/ol\./ Hamlet County Tax Map No. 1000 Section Subdivision 3D Block ~ Filed Map No. ~2. G, C. Lot 5 3, Lot (Name) . . 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RES i'"UE?Nnl4-'L b. Intendeduseandoccupancy_R E3i?c.L~It~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Other Work SOkflfl. Alteration PllIIIElf RifT ()A/ RlJoF (Description) 4. Estimated Cost 3 Yo' (, S7) 5. If dwelling, number of dwelling units ~ /V'~ If garage, number of cars A//-_ 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. Fee (To be paid on filing this a~atiOn) Number of dwelling units on each floor A.I. , N'~ . 7. Dimensions of existing structures, if any: Front Rear Depth ~i9 t Number of Stories AI'/r . ensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ~i t Number of Stories M7r 9. J.Ze oflot: Front Rear Rear Depth Depth 10. Date of Purchase Name of Former Owner II. Zone or use district in which premises are situated Ke5i'he>vn)q.-, - 12. 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 _ ~ Sv.>,t/N 'T C-e?J~ 14. Names of Owner of premises T~';}VHrl'~ Address .J.17() Tl-f/r <;ne;;~//) Phone NOh3(- Y'l7- 2-~ f'1 Name of Architect Address - Phone No Name of Contractor 5uv/VJe PtJEluy 4:vr!CUi'5 Address ~~~~~L ~7 Phone No.~jl- 7'.61- 99J:2.. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, 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) n !Wl- COUNTY OF~. ICE6- //lJ4t.. j) /3 €Z- / A7< V being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Co/VT/2 4C-/l?/E!... (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. ~ticA ignature of Applicant 33c;-fo7 c TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I~ATION [ ] FRAMING I STRAPPING [r1FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRIJCnON ~ [ ] FIRE RESISTANT PENETRAnON REMARKS: 6 -.- be . /"Ju; U~d ~-7~ INSPECTOR FIELD INSPECTION REPORT DATE I COMMENTS \}J \)J;;] FOUNDATION (lST) ~~ ::J;; MY ------------_.----------------------- - ~\I r~ FOUNDATION (2ND) '-. I"'l h~ , .,--"" z 9 ru - ~'" r) >-l t:l ROUGH FRAMING & I"'l PLUMBING -f>-l T' (0 t ~ ( -----..- ~ _.~_._-~---- \>.-,;z: ----.- ~ . INSULATIONPERN, y, -- I"'l >-l STATE ENERGY CODE ff\ . 11. ,'(//1/'18 r')A.,n',d~-,q.I fiC.J^,~J.u; #/r">,' ,r ~ r ( '~' "z c-,~-./__ .EJ<~" ,', /J~ ...kJ.~.6l ~LLlL/, ..4_1.1. I.},',~ 'j"..! y~ ,', f'-.. ~ J?/ ,If ,/ {"ATi.k~.'- iP _ ~.. .,LJrJ ;oJ. C> y_/ - , 5 FINAL fnl' / ~- s::v_ ~ __ (/) .7 A '-;7 J { ( // ,.011,,- L.z. I. . n "ff, ) v'Y' II I I . I '(~ / V I I .-;:1 ADDITIONAL COMMENTS V' ~ < 2' 0 , -' ::E {j\ z m . ;0 1../\ s: 0' . l" -, -" --C.M I ~ ::-~ r, ::l - 0 _p z gj 2- ~ I-->-l f?~ ... ~ .~ SUI rOLK+. I ~ l: R L,,~U,. N " " , ,- T .:", iI ". 40 Nottlnghi!lm Drive, Middle Island NY 11953 Telephone: 1 631495 8136. fax:1631 9806455. E-Mail: SBEI1@hotmaILcom CERTlRCATE OF ELECTRICAL COMPUANCE Applicant: linear Electric Rough In Inspection Date: 1/12/2008 Application NO; 4800 Suffolk County Tax Map NO: final Inspection Date: 1/12/2008 Certificate NO: 4800 Building Permit NO: 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: Susan & George Tsavaris - Address: 2170 The Strand, East Marionl NY 11939 Address of Inspection Site: 2170 The Strand, East Marlon, NY 11939 X Residential X Indoors Basement Service Shed Commercial X Outdoors 1st Floor Pool X Other: New Renovation 2nd Floor Hot tub Photo Voltaic AddItion Survey Attic Garage System Inventory Service 10 Heat Duplex Recpt Ceiling Fix HID Fix Service 30 Time Clock Switches Wall Fix Smoke Det Main Panel Hot Water GfCI Recpt Recessed Fix Co Det Sub- Panel GFCI Breaker Single Recpt Fluorescent Fix Pump 1 Disconnects Dryer Recpt Range Recpt Ale Blower Emergency Fix Transformers Exhaust Fan Appliance AlC Cond Exit Fix Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire Other Equipment; 9.0 kW PV System (45 200-w modutes, 1 Xantrex GTS.O &. 1 Xantrex GT3.0 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 EIectnc Inopected by :XiI R, Surd, Signature' ~ c.I-t,/I, license No: 34402.ME Date Certiflate Date 1/13/2008 A.ILLUM HANSEN INC. MEMBER AMERICAN INSTITUTE OF ARCHITECTS ~~ -""-;-\'.;' f \T'I,\\ .-., --:; 'i::' \1, t.. \:,, \'.,' ':-'~". ~ :;.\ ::::.-- _ _' ..' . East u.ton, NY 11938 \ 1..--'._-:;:_':~,;-),',<~\'..r)_Q- \ I~"'-: .=.-,- -'- May 13, 2008 t::\ \ , I \ Town of Southold Town Hell- Building Dept. Southold NY 11939 AUn : Plans Examiner The KyOMfll eoI8r peneIa were In8l8l1ed sccordlng to the filed plans and can wtlh8t8nd a wind load of 120 mph. Slncarely / "/ . 19 SAL TAIRE PLACE NORTH PORT NEW YORK 11768 (6~ 261-3434 ){~sat1 T SqvQr/s n e FORMER OWNER_ N ~ )( c; e. .. (C. (;' 'j ( r ~ IF (c) ~ . 1tJ - OWNER )e ~ /; Ie I .ES. ;;2 I () LAND hi () 6 i 4200 OD / Lj Lj 00 4400 4'+ 00 '+400 illable /oodland : leadowlond louse Plot atal e ~ TOWN OF SOUT STREET \ I 0 VILLAGE Ed.st fital-/oll E e D PROPERTY REeOID CARD e 11--17 -- .,/9'6 ('1 s: v (, SUB. LOT 1f t Pe~J leEea c!;; Fa "'hili" ~c. J) /), tJ V J;- /)1~. -It 2- TYPE OF BUILDING DIST. W ed c i Red j; .z,c S VL. FARM COMM. CB. MICS. Mkt. Value -\- v:'.r- ~.~... ~,... <;Z~,~=7._. IMP. TOTAL DATE REMARKS go Sru- If #'t-s ,)00 fuJ1.u / 8 t; \ '- ell) o"7i'l<V 1"0.300 15 IOOi.'tv' lit IOO('ClS" II, aoe:> 17 700 \ 'I 500 Ice 500 FRONTAGE ON WATER (;3 FRONTAGE ON ROAD f~ DEPTH BULKHEAD v :(J. 0 o e' e ~ ~ . j , COLOR ~ -..... TRIM IU '11':1:: , I i ~ ;i~'" \ I - - , \;, /, : / i -- I-- ... c" " I ,. - - I ~ ~ ./ . i / a t> -, c ,--, : ,I. ) - , !-J , . >( - JJ ~ '(l- I I' I, <>' 12 I ,--- r n In I~ 1\" .t. I , , '/ /, ~. __ .m_._" ~~71i~"" . I !,.~S ~ ;.I., ~ 0 . Idg. '2 '2.. x :3 2-:: /6j.C.1 71,1~ /.J' I I'II'Ok'~ 1~,7.5 , - E<<ension .10 X:315.: 76D ~":?7D 57'r!;,"1.i{, fe'it;. te sIan )0 )(2J=. ')..10 If, ~D ~ 'I (). -. I , , lli.;;s'l; Q ~ ~ 1\ 'f.. 2-"\, ~ 3\q -:.." ~. 'D 1.t<< - Foundation fe Both !L Dinette ou~ /1,::. \~1. 2-2 )(22 ~ ,2~ \2. I ) Porch Basement l&iI ,;L 'J,,,rl Floors b)l K... K. I ~..~~ ~~ S::J.._'~".1.1./ 1.r /~6 Ext. Walls 1/'....;.,. c./"....:; Interior Finish 51l.. lR. 'j Breezeway ( Fire Place '2.. Heat DNA DR. ) I Garag2-\. ,.D~\ (''1'< ~PoT 400 Type Roof C.Ah!-r Rooms 1st Floor J{ BR. U Patid " Recreation Room Rooms 2nd Floor 4 FIN. B t O. B. Dormer I a~._. ..,vT , :;.. Total " I I .~ , ..~ 0(q2' 1'2.. q 1\ @ \:','!.II \ '?.'3\X' ~f..ts~ (. .o(o~ \~\~\\ '"7'1S N \Oi!>Sh, " ARTHUR ILLUM HANSEN ~ ARCHITECT/BUILDER oc.TG>e>E~ 5. '2.~o'7 T'~AVA~\$ t<<:oF c:::.etz.'1\FICAT\O~ "2110 THe ~t> ~ A\A~t~ ;"1 t~ ~~~D ~ :? ~, II :r,:~ f~' \'>\l\\.D\'\~, c, \,\0 'PI 2 \l ~"I, \', ,\. ~e .\\)1) ~", \ , ,v \N\\,b', cn\.U)' ,",'. '", ;G T'bW~ OF ..,;:o\J't1..b~ ~N I-\AU..~ ta.Jl1.D\Nqt>ePt.. ~oU> t\'( 1lC\7l A1t"~; PLANS ~AM\~'f!,e ~ ,(',"" ,"- ,<'-II\re, _,,_- _."....\1\! .... , _ ,'. .~,'\\ .;" ,'" o"r \".-,. ~Cl~\t4t::t> t<A~ U::.1~ '-bAt> c~\i'f PaZ. 1::Q. Fl. ~ ~@,.c::>lJi!,S;~\:;, C;<s~\)\.S \,0'." ('1~.:o l.<:>AD@.cy;.Lf!6 + l..(\lEl.MO~ 2c.U!>~"P~~al7':~~~~l\~~~~~~~" s,?,\?o\?S. '1\...;\ .~.,\ '-'I?>' C Q:~S\\.1.\~' ~ " 14 ol I d t"PaoNoT Reel=' tzA~ <;;:.: '2.,. It> ~ t(P ec:.. He:,Ca,rZd-l~ -S~ loS-o ,- 0(: ~'-;\ :.. ',,") '" ~L..V5I.Ot.l.'. FZArt'E:a-S AIt~ 'Th~~ ~~L ~. . 1\ I" n-s > 1~'C) -4<< SE.E. A1\~EO a-IA{'2..'T ~ AV.~\jJ/I, ~ S~ . ~c;, Cfc.~~'f)1t. ~\)fc.~~~~ ."r" eupP-,NC'< On oe S UN\..P-,\NfUl ,,'c USE \ ,",c~I\PCr' \ - \N\I\-\OUl v\:.r \ , .' OF oeeup P-,NC'< I 9 SAL TAIRE PLACE NORTH PORT NEW YORK I 1768 ilB?><Pi 26 I -3434 rof\/f.lj\\OJv\. ~~~ ~ ~ p~"S '\ZEV~ 1Z1>.l=ld2- L.OA\)~R:Q~.rt- ;(Q8.~leb+ (~~e~......~~e'2f>l2b+~~~'3-0"t ') .I" .~ 5 1CQ.. '2.."("" -s==1.J5(Q :=~ 'J.)=~~. -::>#_ u.:.L"2. '::z ~l'8~ 7q":>,,.S"f~:: ie.-vrt l.;- (0'1."","'1 _ \b--\" s~ \U (QS...l~ "'fL , . . ".. .~ (, IAL:i..... .0-<... r~ ~-ff> S=l~.\4 ;J == ~-",,",ps;I l,L)=<ll~.6LQJ i-2.. _ -:=...,. 8S- =; B.\4-~s.~\oEO - &8<0-'11 .. ~ "<b'f'l'2.... "iL .'\ ::: e,-e, ft:IfI;'fIJ4.......,: ~~::r21.~~...~ ~:=\"'B:>~ ~= CD%~ t.:<>-". ~{gg - -2V'~~I~;"2>04.o\ L..;s <i>&~tz. -- 'ft ( u :.n~ ~ Susan & George Tsavaris 2170 The Strand East Marion, NY 11939 ROOF Weight per unit Quantity Total weight Panel surface Weight per area Sa.ft. Lbs. # Lbs. Sq.ft. Lbs.lSQ.ft. PV Modules 40.70 45.00 1,831.50 Rails/ft.) 0.9949 195.00 194.01 L-Feet 0.1578 48.00 7.57 Total 2,033.08 684.94 2.97 ...---------. . ~u THE ~r STANDARD IN PV MODULE RACKS SUN SunPnune- prodU(.'lJ~ u.s. P-lml pmding. Code-Compliant Planning and Assembly with Uniform Building Code Certification* Installation Manual BOI.I "'For California Building Code certification for SunFrame, see installation Manual 802. October 2003 Pub 03IOI6-lii @2003 by UniRac, Inc. All rights reserved. Contents Planning code-compliant SunFrame installations. . . . . . . 5 InstalIingthearray . . . . . . . . . . . . . . . . . . . . . . . . 8 Footing and splicing requirements ............... 9 Material planning for rails and cap strips .......... 11 Frequently asked questions about standoffs and roof variations. . . . . . . . . . . . . . 12 Letterofcertification . . . . . . . . . . . . . . . . . . . . . . .2 Scope, certification, and installer responsibility. . . . . . . . 3 Warranty. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SunFramecomponents. . . . . . . . . . . . . . . . . . . . . .4 Installer supplied materials. . . . . . . . . . . . . . . . . . .4 I-~-~---~---~------'~ -----~------ I 0~O c;p ~o \<?-.Y 9 ~O Q 0f>' \ // ",0 (-\\-<c: .~ J './~\I.- 'bP /" ."t. -f.\'f- \)"~'" ~ ~~ '3-[1) ~ R; b'l.' POST tlJ ::J .J U ~ ~ / / .. /\. LL ..J .,;""I~ 0 ~ (') a 2 I!l ill ~ (f) z- a ".f 2 ~,j> -< --' m V\ ~ j I- 'l(l .~ 1D , z / / ~ ./ 0\ 0" N LO in CJ' o ci ~ ill 'Q r- "<t" o({t vi NOTES: .' . I.l-OT NOS. f2EFER T_~LM^P OFf'~~'H F~I'2~~_,fJ.l,e.D IN THE SUFF CO. C,-",1l1tS OFFICe AS ~t<-!,./IJQ,_~~~. 2.5UF'F. CO."'WC MAP P^T^IIOOQc~_:kI!. 3: IifUWATIQtt DA~M: Mfl'l'AN SEA L.~.I'i.G.v.o. , \\ @ 9.3' \ . ~ 3.2 \~... *>J:~":~ r2'!f/tdl. I~ PLAY YAI2~ ~ - ~ I /~/ ~ -'/ +. lLl . ;.~~:_~;~_~~ 19 .~ 2 '5TOR.~ FR. HO. r .~ ~l Ul J U\ J~ -~ --'\ .:=(., 'C \ \1' 'i.'11 'd, '?'oJ o:IJ sreP'5 - " (1\ \ \ ; \ \ "f, 'O~~':,.~. ~ \ o 'CJ1 \ \ <"'1>,\ V. .. / 'J v' ,. '" / J I , "v'\:. I~ <:2 > / ~~ 10'1. \b,~'/ ~/"- ~//.-/ MAP 01=' PROPERTY . I SURVEYED i='OQ C;EOr2GE TSAVAQI5 \ SCALE - 4~: [::H10NUMENT 0' PI PE MeA. 22.606 S. F~Q'~,-~FJ.J....i;D J1:t-.f;J AT EAST MARION TOWN OF 50UTHOLD /\I.v. , IV I I / , , . c~'\;Q.~O Q- c,r:;:\ . '. 100 \- >-:~\ \' \ \ . \ \ "","'" 'Jf\;o.~~ho.:~~ 2ttf!ntlCl~, or ~Ioft t<'J 1.....!i "ur~ .. . 'Ilblt<liOl"l of ~ 7209 d Iht ".w Yon. StMt t~....c>>tf\)n UlW, Ct.DiNoftNIt........,~,...I:llt.ril"l lhe land IUrv.Y'Of". ~ _i Q; 0 .,,'hotis9d .seet &hen ,.. lie tonwlrS.,-wd to bw .II Y.'kI f.rue GOft'. . GUllrarn88t ind"tclt~ n.r.cw. .....11 run j. ~r to the pe.-eon tor _ham the IUI'Vef ~J4 IS .P.'lIO"'. .nd en hi. beheft to the i>'~' 1It1" COITlpeny. ~nmenfal Bg.ncy.nd .,~:~ htnd,r.l1lnttitution listed hereon and ~;;? . to II'), ",,"gn~s of Ihe lending jnsU~J,t: hdlOfI. Guar8f'il,as are not transferlh'. 110 .adittonal il'l~tutlOn. or lubM:Ilml1l own...~ 'L .....,..,........-,-~~-<-."._..tfJftl~'-' / x ~ \ \ \ \ /,- / '1;_ ~ ~ 't-i ~ \ \ AMENDED ..!8t'i.I~1992; APf2IL lib. 1'392 <". (110 .A.SSUR't.EYSD J^N.~_ ,'2~ ROPEr2ICk: VAN TUYL P.c. __~_.._, _______ __ I ______ A2 V_-r~ ----.--- .. ."'--..-...--- '-"- I..IC.I..At-olO $UR.veVO~$ - GR.EI!NPORT; I\l~ ! I ~---~ "_."---"~'-------~-~-------'---'--- 1?7ClIC._? UII~RAc" Installation ManualBoI.I - SunFrame no Code-Compliant Planning and Assembly Walter Gentle Registered Professional Engineer 1709 Neat Lane SW AlbllqlU!rqlle, NM I1710S October 15.2003 Mr. John Liebendorfer UniRac, Inc. 3201 University Blvd SE, Suite 110 Albuquerque. NM 87106-5635 Subject: Engineering Certification for UniRac SunFrameTM PV Module Framing and Mounting System for Pitched Roofs Dear Mr. Liebendorfer. I have tested and anaI)'7.ed the structural design of UniRac's SunFrameTM PV Module Framing and Mounting System for Pitched Roofs in the following manner. ( I) Laboratory test reports dated August 28, 200 I. August 31. 200 I. October 30. 200 I, and January 28, 2002. (2) Structural design calculations based upon: (a) "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures", The Aluminum Association, Washington D.C., 2000. (b) "The Uniform Building Code: Structural Engineering Design Provisions", Intcrnational Conference of Building Officials. Whinier, CA. 1997. (c) "Manual of Steel Construction: Load Resistance Factor Design," 3'd Ed.. American Institute of Steel Construction, Chicago, 11.,2001. With this letter. I certify that UniRac SunFrame products will be structurally adequate and will satislY the building codes listed above when they are installed per the "SunFrame Code- Compliant Planning and AssemblY"./nstallation Manual 801.1. Pub. 031016-Iii. Copyrighted by UniRac.. Inc.. October 2003. . If you have any questions or concerns regarding the UniRac SunFramc system, please contact me. Sincerely. lUaQtL Walter Gerstlc. P .. 2 Installation Manual8oI.I - SunFrame'" Code-Compliant Planning and Assembly UII~RAc" Scope, certification, and installer responsibility The installer is solely responsible for: . Complying with all applicable local or national building codes, including any that may supercede this manual; . Ensuring that UniRac and other products are ap- propriate for the particular installations and are designed for the installation environment; . Ensuring that the roof, its rafters, connections, and other structural support members can support the array under live load conditions; . Ensuring that lag screws have adequate pullout strength and shear capacities; . Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; and . Ensuring safe installation of all electrical aspects of the PV array. Please review this manual thoroughly before installing your SunFrame. This bulletin provides (1) support- ing documentation for building per- mit applications relating to UniRac's SunFrame'" PV module framing and mounting system, and (2) planning and assembly instructions for Sun- Frame. SunFrame products, when installed in accordance with this bulletin, will be structurally adequate and will meet the Uniform Building Code, 1997, hereaf- ter UBC 1997; and the 2001 California Building Code. UniRac also provides a limited warranty on SunFrame prod- ucts (below). 10 year limited product warranty, 5 year limited finish warranty UniRac, Inc., wanants 10 the original purctlaser of the Product ("Purchaser') This Wananty does not cover damage to the Product If1at occurs during at the original instsllation site ,Site") that the SunFrame'" PV module framing shipment, nor prior to or during inslallatioo. ';'d mounting system (the 'Product") shall be frae from - in maletial and This Wananty shell be void if InstaIlatioo of the Product ~ not perfonned in worlonanship for a period of len (10) years, except for the enodized finish, whk:h acoordanoe with UniRac's wriilen installation lnatruclions for the Product, wananty shall be frae from visible pealing, cracking or cha~ing under normal or if the Product has been modified, repaired, or reworked in e manner not atmospheric oonditions fora period of five (5) years, from the earlier of 1) the previously authorized by UniRac in writing, or if the Product ~ inslalled in date the Installation of the Product al the Site is oomplate, or 2) 30 days - the an en~ronment for whk:h il was not designed. UniRac shaH not be liable for purctlase of the Product by the original Purctlaser of the Product. consequential, oontingen~ or incidenlal damages ariaing out of the use of the The teon 'chalking' apples 10 the powdery residue fonned by the breakdown Product by Purctlaser. of the anodized finish. II does nol appy to any fore~n residue deposited on the finish by the surrounding atmosphere, including, but not limited to, _, dusl, plaster, cement, etc. All installations in corrosive atmospheric conditions are excluded, including, but not limited to chemical fumes, sah spray or surface temperatures whk:h exceed 200 degrees F. This Wananly does not cover damage to the finish caused by moisture, condensation, or other conIamination resulling from improper storage, packing or handling. The finish Wananty is void if noonal maintenance and cleaning pIBCtices ere not followed by Purctlaser as specified by AAMA 609 & 61()'()2 - 'Cleaning end Maintenanoe for Arctlilec\urally Finishad Aluminum' (www.eamanet.org). If within the specified periods the Produ~ shall be reasonably proven to be defective, then UniRac shall repair or replace the defective Product. or any part thereof, at UniRac's sole option. Such repair or replacement shall fulfil all UniRac's liability with respect to this limited Warranty. Under no circumstances UNmRAc" Installation Manua/8oI.I - SunFrame ~ Code-Compliant Planning and Assembly SunFrame components 1. Rall-Suppons PV modules. Use 1 per row of modules plus 1. Shipped in lengths of 16 feet. 610S-Ts aluminum extru- sion, anodized (clear or dark bronze) to match PV module frame. 2. Cap strip-Secures PV modules to rails and neatly frames top of array. Use lengths equal to rail lengths. Cap strips are sized for specific PV modules. Shipped in lengths of 16 feet and predrilled every 16 inches. 610s-Ts aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. 3. Self-drilling screw (No. 12 x 1-1I2")-Use to secure each cap strip (and PV modules) to rail, one per predrilled hole and one within 8 inches of each end. 410 stainless steel, with or without black oxide coating to match PV module frame. 4. Rail splice-Joins rail sections into single length of rail. It can form either a rigid or thermal expansion joint. 8" long and predrilled. 61Os-Ts aluminum extrusion, anodized (clear or daIk bronze) to match PV module frame. 5. Self-drilling screw (No. 10 x 3/4")-Use 4 per rigid splice or 2 per expansion splice. 410 stainless steel. 6. End caps-Use 1 to neatly close each rail end. Aluminum plate (0.040"), clear anodized or black paint to match PV mod- ule frame. 7. Pan-head sheet metal screw (No.4 x 1I2")-Use 2 per end cap to secure end cap to rail. 410 stainless steel; with or without black oxide coating to match PV module frame. 8. L-foot-Use to secure rails either through roofing mate- rial to rafters or to standoffs. Use no less than 1 L-foot per 4 feet of rail. 61Os-Ts aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. 9. L-foot bolt (3/8" x 1-1I4")-Use 1 per L-footto secure rail to L-foot. 304 stainless steel. 10. Flange nut (3/8")-Use 1 per L-foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. 11. Standoff (optional)-Use if L-foot cannot be secured directly to rafter (with tile orsbake roofs, for example). Sized to mini- mize roof to rail spacing. Use 1 per L-foot. Service Condition 4 (very severe) zinc-piated welded steel. Includes 3/8" x 1-1/4" bolt and lock washer for attaching L-foot. Installer supplied materials Lag screw-Attaches L-foot or standoff to rafter. Determine length based on pull-out values in Table 3 (page 7). If bolt head is exposed to elemenrs, use stainless steel. Under flash- ings, zinc plated hardware is adequate. Waterproof roofing sealant appropriate to roofing material. Plashing-Use with standoffs only, 1 per standoff. Standoffs are designed for easiest installation with most Oatey@ 1-114" to 1-112" No-CaIk@ flashings. Other appropriate flashings may also be used. Clamps for standing seam metal roof-See "Frequently Asked Questions..." (p. 12). .. 4 2 7 "1 "l 6 ~ 9 -----~ 10 8 11 Figure 1: SolarMount components Installation Manual8oI.I - SunFrame no Code-Compliant Planning and Assembly UNIRAc- Planning code-compliant SunFrame installations FoIIDw tbe six steps below to lDItaIJ SunPl'8JI1e in compliance with the UBC 1997. 8elore~, nore the followins: . 1bls buIlelin addtmoeo only wind loads. WInd g........ ally produces the nwdmum!oed factor oIl'ec1ins an Installatlon-however, -uy that other Ioal amdI- tions, such u mow loads and earthquake eIlec:ts, do not emoed the wind loads. If any loading type does emoed wind loads, give precedence '" that factor and consu1taloal profeasional engineeI' 0< your Ioc:al building authority. . The root 01\ wbIeh the SolaJMount will be installed mUll be eapable ofwitbstandlag the desJp dead load and design live load per footing,llsted In Table 2 on page 7. 1. ~-. _wind speed at;rouriDataUatlon lite. For the United States, see the UBC clwt, "MInimum Basie WInd Speeds In MDes per Hour," reproduced below. If"", need darifleations or funber usistanee 0< if ,oW' instal- lation is outslcle the United States. eonsult a local professional engineer or your Ioc:al building authority. 2. ne.rmIae _ute eatapryof;rour _daD slta. The UBC' defines wind expoIw-e categOdes u follows; _ a bu terrain with buIldlngs, foresll or surface irregu1arIdes, covering atleut 20 _t olthe ground 1evel area extendlng 1 mile (1.61 km) or more from the site. _ c bu terrain that is llat and generally open extending Y.o mlle (0.81 km) or more from the site In any quadrant, _ D represents the most severeexpolW'e in areu with basic wind speeds 0180 miles per hour (mpb) (129 kmIb) or greater and hasterraln thatls llat and WIObstructed fadng large bocIles of water over 1 mile (1.61 km) In width relative to any quadrant of the bu1ld- ins site. Ellposw-e D extends inland from the shoreJine \4 mile (0.40 km) or 10 times the bu1lding befgbl, which- ever is greater. 'lJBC 1997. Vol. 2. 8mu:tursl PJJsIno<tioa DeDan _ODI. CIla_ 16. Dlv. Ill, Wind Desfan, p. 7. The 2001 Callfomia Building Code.... the..... deftnldODl. (<..f::'V/:Ji'1) r~ AS,CG" ,_O:J- PU Ur..€ (z..o t1 E:gIAllOWIJC)ftiD70..... - 1.~~_IJlNI-'OOOll'lOUlll.MIIlIPIMI.I. t.CWITIOtt..~~~..-DClllII'IIGUlII........,.,..,.,._OI~._1I a. _.-:IIICIl,......~lIIIllO..MDM-.-......lIl1. .. ..........,........1Il).COMIWIl'~'M0lMIftM__................ -- .... 5 UllIRAc. Installation Manual801.I - SunFrame'" Code-Compliant Planning and Assembly Table I. Design Wind Pressure (psi) by Wind Speed and Exposure Category - -... (mpIJ) 1fJ 110 or! IIID 110 110 110 3. DelI!rmIIIe the deolp w1Dd prMMlI'll required for_ iDItaIIatIon. DeslJIIl wind prasure is the amount of wind prasure that a SbUc:I:UIe is designed to withstand, CA... If I! ~ here in pounds per......., foot (psf). 'Ib determine the deslsn wind prasure required for your InatalIatioo, apply the IbIIowlng faClOtB usln& lltble 1: . your basic wind speed (detennltted In Slep I), . your exposure C8tesorY (detetmin<d In step 2), and . the beigbt of your roof above the sround. If your values fall oul5lde the nmse of the table, or if your deslsn wind pteSSure m:eeds SO pst, conoult UtdRac, a profes.. sklnaI an8fneer, or your 10cal bulIdlns autbority. MO<iIb~pI'Ol'Ibwfnd_...nulnafor tIwIr mocIufa. CoIl/Imt tluJt rhq _Of' _ the wind ..- nulnaforJOur __1/111 dDuk, ClOItlrICt the moduIa """"l/itdur 1'IauN3.Poot~aad-.._. 4. DelI!rmIIIe mlnlmum deIlp dead and Jive 10eda for IbUtAIanI rofter ........... Foot.pac:lna refers 10 the.pace between L.reet (or standoIfs, if used) aIona the samc SunI'r8tne rail (PIg. 3). Foot lIpIlC' Ing may not .".,...s 48 inches. I'<< the rafter opacIng at your Installation, consult lltble 2 (facing page) 10 detetmlne your minimum desiJlllIive 10ads and design dead loads per footing. Locate the manufacturer and model of !be PV module_you plan to install and the rafter opacIng at your lnatalIailOft'lite. Ilesd or Inle1J>Olate Uve loads for the deslsn wind pressure you determined in Step 3. Pot anistaDce on this point, consult a local professional enaineer. ... 6 ,.. - ,B 15."""....... 10 13 17 21 25 30 35 20' """ hoWl< II ,. .a 12 27 12 3a 25' """....... 12 15 19 2' d!> 35 41 30'''''''....... 12 16 21 25 36 '3 r&, Ie IS' """ hoWl< '7 13 29 35 '3 51 60 2O'''''''hoWI< 19 2. 31 38 .. 54 64 25' """ hoWl< 19 25 32 40 .. 57 67 3O'''''''hoWI< 20 26 33 ., so 59 69 ,. &, ,.D 15' """ ho\aht 13 30 38 .. 56 67 78 20'''''''....... 24 31 39 .. sa 10 82 25' """hoWl< 2S 32 .1 50 60 n .. 30' """hoWl< 25 33 .2 51 62 7. 87 -~.....-_(f')_...._"".- p-c: .c" -,. .'.,(UIIC '"T.'t6l2.Sttvt:rrnJ~''''''' o.r ~ o.,cw 14DN.m.1Mnd~p.?). 4M 1~-*.'.. -,. t; -/J. lWff.y tluJt rooffrrunbrg"'" adequate arpadI,y 1O.."".",.r thae dasfan Ioctd& If they do not, ay a IIIlI8ller footer spec. 1ng.1f the result is sti1I not acceptable. relocate the array 10 . III'llIlF area of the roof or saengthen the inadequate &aming aleman... 5. VerIly accoptabIe nil ODd............. Ran owsilana (PIg. 3) mUll equal SO pen:eru or leu of foot spadng. For example,lf foot spacing Is 48 inches, the rail over. bana can be up 10 24 inches. In this case. two..... can support a rail ofu km& u 96 Inches (48 inches between the..... and 24 incites of owsilana at each end). 6. _ that Jive IoUI do DOt _ puII-out Umlta. Based 011 the cltaracteristics of your roof trUSS lumber and the !as screws, consult lltble 3 to determine the !as pull-<lllt value per I-inch thread depth. Compare that value 10 the minimum design Uve load per foodt>g detetmined in step 4. Based on these values. determine the lenatb of the lag.saew tbread depth you teqUire 10 tellst the design live load. 'Ib enaure code comp1ianc:e. the !as pull-<lllt value per _g musl be _tet than the footing deslsn live load. If your SunI'r8tne IlIils requiTe splices, see also .Spliclng re- quitemen..,. page 9, before beglnnIng your InatalIation. If your SunI'r8tne requires standof&. always use at least two lq screws to secure the standoff 10 the rafter. Bolt the L.foot 10 the standoffthrouglt the slot neatest tbe bend In the L-foot (see FIg. 1. p. 4). Installation Manual8oI.I - SunFrame" Code-COmpliant Planning and Assembly UllIRAe- Table 2. SunFrame'" Loads (pounds per footing) at Standard Rafter Spacings 1b-code.,..,.dut&npolntlDodo (ctIpfXily/l<Tft>o</Jlr)m...."..l fool. _lIrrUlD<.ln........~ t1wminimumdut&n IMID<1d "'""" the orabo.. "'-indicated. 1IN - ~Ml/tlr """"-jIor~ footIn6lj>Gc/ng _ rII. rvillj>Gc/ng _ the "-tgn wind pr'UIU'tfrom ""',rile roof-.."-rId _-"'jI<J/n'1oacIo. ""1pOl'//Il:a!tmu _I. baralm-."wind___lIlanSO_JI'I'''JlIG1'' -.......- -.~", ....--- -.. .... - - -.. .... - - -.......- .. MIraion of ...-- 211"" .10'" 40"" SO,.., 20"" >>,.., 40"" so,.., All 100 Kpoo.a KCII0 I KCI1SCI 14'_(bot)~ so 1-11 37.l 497 621 14''-(foor)~ J4 117 281 374 4611 n''-(bot)~ 77 33\ 497 662 028 3r_(foor)--. 45 2'" 374 499 62J ... .-(bot) ~ 116 497 745 NA' NA' "''-(foor)spocl,. 68 374 561 7-11 NIl' ~~~_ "PI 100. AlII 1 10 Kpoo.a KCIIIG I KCI67G 14"_(foor)~ 13 194 291 317 0114 14'_(foor)~ 28 169 154 319 413 n' rob, (bot)_.. 44 2SO JI7 516 646 ~(foor)~ 37 126 339 @) 564 ... rob, (tOoc)_.. 66 317 581 775 NA' .. ~J ) 56 319 SIl8 847 A41 _161, _171 " I .At P'W12JO 14''-(foor)--. J4 I'" 191 :J88 oIlS 14',- (tOoc)......,. 30 163 245 327 400 32" .- (bot)--. 46 2SO :J88 517 646 32'_(foor)"""" 19 210 327 436 S44 "''-(foor)--. 69 3_ S82 775 NA' ....- (bot) ........ 59 327 490 653 817 ... _ 1160,41...SI7e,SXISO P'tta.1:G au PWI6S0 24''-(foor)_ 13 2lllI 313 417 521 14..-(foor)........ 31 162 244 325 <<l6 32'rob,(foor)_ 44 278 417 5S6 694 n'_(bot)......,. 41 216 325 413 541 "''-(foor)......,. 67 417 625 833 NIl' "'_(bot)_ 62 325 417 649 8\2 Il_.._. ECt4,ICI01,ECIIO -,70,140 14''-(foor)_ 35 2lllI 3\2 416 510 14''-(l'aot>~ 26 153 229 306 J82 32''-(foor)'''''',. 46 277 416 555 693 32''-(bot>_ J4 21M 306 400 510 "''-(foor)"""" 69 416 624 an Wo' ... .-(botl--. 52 306 459 6/2 765 - :-......-.---k>>d(IM_p/ul_loodJ... -. I6S,I7S,IIS _1.OOO""""por~ 14'.-(botl_ 35 207 310 413 517 32''-(bot)_ 47 276 413 551 689 ... rob, (_)_.. 70 413 610 827 Wo' Table 3.l.ag Screw Design Pull-Out Values -. 167 (pounds per embedded I" thread depth) 14' rob, (l'aot) ........ 28 174 261 349 436 32''- (bot)--. 37 132 2'" 465 SOl in Typical RoofT russ Lumber ....- (bot)--. 55 349 523 697 171 JjooaiIc u,- _1Q14O,IQIH,IQI60 ,..", 5116- 1M' 24.rob'(tOoc)........ 32 213 319 425 531 3r.-(foor)--. 43 28J 425 567 1011 00uaIu Fir- Lor<h o.so 266 304 ... rob, (bot) ~ 64 425 6J8 ISO Wo" 00uaIu Fir-South 0.46 235 269 - ._~.--_-(/Ne,..dp/ul_IoodJ'" ............ Sprue.. Lodppolo _1.000__-". PIne '"51116501 lhillW) 0.46 235 269 r Hem-fir 0.43 212 243 (t ,'J UU;I3OJ-.T$ v!> ED) Hem-A, (North) 0.46 ~ 269 TtYead ;)," To (!'E Soudlom PIne 0.55 352 depth L SpI1lCO. PIne. Fir 0.42 205 235 5pNco. PIne. Fir (Ecl2_poIandhWw -~~ ....... cll1SR and HEL) o.so 266 31M __ UBCI"7.AmorlanIllN>dCOfJIfdI. ".'>\ . -'/', NtJM: (1)T"'-dtrlUltlM..'~ .U JIn.rwtrortJ!t/w#l1lCtlJta/tf1DI , , . ",."",.. (1J1Wwt_'-....,.~...,_,.........__ AA* , IIy thoAnwan IIlN>d C_ (1).so. UBCfor""'-"'__ 1 .. ~ 7 '" ,:. ! \c:' 1 .,'/ ',I,I',i'\ " -' -- UII~RAC" Installation ManualSoI.I - SunFrame'" Code-Compliant Planning and Assembly Installing the array Safe, efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for mate- rial conservation. B. Installing footings and rails, beginning with the lowest rail 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 rafrers. 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 32feer, contact Uni- Rae concerning thermal expansion issues. For roof slopes greater than 45 degress, consult UniRac. Sample layout, illustrated In Figure 4 Assumptions: 12 modules (60' x 36 '), arranged in 3 rows of 4 modules Arraywidth = 144' (36' module width x4 modules perrow) = 144' Arrayleogth = 180' (60' module length x 3 rows) + 3' (1-112' end rail widthx2 rails) + 1-112' (3/4'between-module raiI width x 2 rails) = 184-112' ''\, ,.. \~~ '\~\ ,.. "" ,.. ", ,.. ,.. ," ,.. ", ,.. ,'\. ", ,. " , ,.. ,.. ,.. ~~, ", ,,~ Rafters \,,~\ .~\~~ ,.. ,.. ,.. ,.. ", ,.. ~ ,":" ,. " , ,.. ,.. ", '\.c ", ,.. ,.. ", ,.. ,.. ,.. ,.. ,.. ", \,,~ '\~ ", ,.. , ,.. ,.., \~\\ ,.. ,.. ,.. ,.. ,.. ,.. ", ,.. "" ,.. ", ,.. ," ,.. ,.. ,\, " " , ,," " '" '" '" Always log into slot '\ '\ nearest the bend in the L foot \ Lower edge of installation area Flgure 5. Placement of first L.foot row. .... 8 1-112" at each end of array t Roof peak Array length 3/4- space between modUle rOWS t I I I t t MOdule length (see 3/4- caption) t . t Rails Module w1dltl I. 1-1/2- t t .1 Array width {module width times modules per row) Figure 4. Installation area layout. No",: Module length is not ne<usarily ~from tIu: edgeI of the frame . So_frames have Ups. Others are assembled with pan-head saew.. All.uch feoivres must be included in moduk /mgt1L 1. LayIng out the Installation area Always install SunFrame rails perpendicular to rafteD;. (These instructions assume typical rafters that run 6- ' gutter to the peak of the roof. If this is not the case, contact: UniRac.) Rails are typically mounted horizontally (parallel to the edge of the roof), and must be mounted within 10 degrees of horizon tal. Leave adequate room to move safely around the array dur- ing installation. During module installation, you will need to slide one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number of modules per row in your installation, determine the size or your array area following Figure 4. 2. Installing the lowest row of L-feet and rail Install L-reet directly onto low profile roofing material such as asphalt shingles or sheet metal. (For high profile roofs, such as tile or shake, use optional standoffs with flashing to raise L-reet. L-feet must be flush with or above the highest point of the roof surface.) L-feet can be placed with the double-slotted side against the roof surface (illustrations in this manual show this arrange- ment) or with the single-slotted side against the roof (which increases air circuIation beneath modules). Module-to-roof dimensions are listed on page 12 for both arrangements. Install the first row ofL-reet at the lower edge of the instal- lation area (Fig. 5). Ensure reet are aligned by using a cbalk line. (A SunFrame rail can also be used as a straight edge.) Installation ManualBoI.I - SunFrame'" Code-Compliant Planning and Assembly UII~RAce Position the L-feet with respect to the lower edge of the roof as illustrated in Figures 5 and 6. Drill a 3/16-inch pilot hole through roof into the center of rafter at each L-foot lag screw hole location. Squirt weather- proof sealant into the hole and onto shafts of the Jag screws. Seal the underside of the L-feet with a suitable weatherproof sealant. Figure 6. L-Foot orientation. Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L-ftet are ogoinst the roof, lag through the slot ""arest the bend in the L-foot (Figs. 5 and 6). Cut the rails to your array width, being sure to keep rail slots free of roofing grit or other debris. If your installation requires splices, assemble them prior to attaching L-feet (see "Splicing requirements," below, and "Material planning for rails and cap strips," p. Il).Ifmore than one spike is Wiedon a rail, s/ide L- foot bolt(s) into the footing slot(s) of the interior rail segment(s) before splicing. Slide the 3lB-inch mounting bolts into the footing slots. Loosely attach the rails to the L.feet with the flange nuts. Ensure that rails are oriented with respect to the L-feet as shown in Figure 6. Aligu the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof. Securely tighten the lag screws. 3. Laying out and instaIling the next row ofL-feet Position the second row ofL-feet in accordance with Figure 7. Ensure that you measure between the lower bolt hole centers of each rowofL feet. Install the second rowofL-feet in the same manner and orientation as the first 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 tightened until Step. 4. '\ ~=i". ~~~ /// /4'/ Figure 7. L-foot separation. See the note on module length in the coptkm of Figure 4 (p. 8). Footing and splicing requirements The following criteria must be met to ensure code compli- ance of SunFrame installations. Some of these criteria involve short sections of raiL In practice, these can WiUal(y be avoided (while maintaining code compli- ance) by effective planning. See "Material planningfor rails and cop strips" (p. 11) for one eJ<<lmple. 1. The installer is solely responsible for ensuring that the roof and its rafters can support the array and espected loads associated with the array. 2. Foot spacing along the rail (A in illustration be- low) is to be no more than 48 inches. (See also "Plan- ning code-compliant SunFrame intstallations," pp. 5-7, especially step 4, concerning maximum foot spacing.) 3. Ovethang (B) must be no more than half the length of the maximum footer spacing (A). For ex- ample, if Span A is 32 inches, Overhang B should not exceed 16 inches. 4. In a spliced length of rail, all end sections must be supported by no less than two L-feet. ~~ 5. In a spliced length of rail, all interior rail sections must be supported by no less than 1 L-foot. 6. Interior rail sections supported by only 1 L-foot must be adjacent, on at least one side, to a rail section supported by no less than two L-feet. 7. Rail sections longer than half the footer spacing require no fewer than two L-feet. B. Long rails require slip joints (for thermal expan- sion) every 32 feet. Before installing rails longer than 32 fee~ contact UniRac. 9. Total desigu loads per footer (live load plus dead load) shall not exceed 1,000 pounds. - End rail sections - Interior rail sections Splice L.. KEY L-foot ~~~ I--A -I ... 9 UII~RAc" Installation Manua/8oI.I - SunFrame'" Code-Compliant Planning and Assembly 4.1nstaJ1ing the second rails Install and align the second rail in the same manner and orientation as the first rail. After rail alignment, securely tighten the rail mounting bolts to between 30 and 35 foot.pounds. Lay one module in place at one end of the rails, and snug the upper rail (Fig. 8), 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.) Securely tighten the lag screw on that end. Slide the module down the rails, snugging the rails and securing the remaining lag screws snug tight as you go. 5. Installing remaining loteet and rails Install the L-feet and the rails for the remaining rows, following Steps 3 and 4. You may use the same module to snug all the rows. When complete, confirm that: . All rails are fitted and aligned. . All footing bolts and lag screws are secure. . The module used for fitting is resting (but not secured) in the highest row. 6. Securing the first module Gather sufficient lengths of cap strip to cover the length of the first rail. For maximum visual appeal and material conservation see "Material planning for rails and cap strips" (p. 11). Slide the first module into final position at one end of the array. Lay the remainging modules in the top row module, leaving a gap about a foot wide between the first and second modules (Fig. 9). The temporary gap allows the installer to place one of his feet between modules. He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof. For the time being, the last module may overhang the rail by up to one third its width. Attach the end of the cap strip with the No. 12 self-drilling screws (Fig. 9, inset), so that the upper end of the first module is secure. Figure 8. Position and secure top rail. /,\<y' /~ ---< /v" y( ~ ~ ~ PermissobleOverhang: y\/ ;'\/ 1/3 module width \ / \ -( No. 12 1-1/2"'self-drilling screws ,-" , ~.\\\/ . /' \ \" /"' nof install sec~nd/~ / /-\ cap strip until lower )./ _ modules are placed .~>// ",,/ \/ >/\ Y ~ /' -, /< If it is ever necessary to make a new hole in a cap strip, drill a I/4-inch hole before installing the self-driI1ing screw. 7. Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it (Fig. 10). For a neat installetion, use cable clamps with self-tapping screws to attach excess cable to the rail beneath the flanges. ... 10 /./ ..~ >~<--.- Figure 10. PosItion and secure modules one by one. " Installation Manua18oI.I - SunFrame'" Code-Compliant Planning and Assembly UII~RAc" Continue the process until all modules in the top row are in final place and secured from the top. When complete, every 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. 8. Installing the remaining modules row by row Repeat Steps 6 and 7 for the remaing rows (Fig, 11). 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. Stepping gap FIgure 11. As modules slide Into place, the stEpping gap sbifts, always allowing acce.. to the section of cap strip being secured. ~ Material planning for rails and cap strips lYPically, 192-inch standard rail and cap strip lengths will not match the size of your array. Preplanning material use for your particular array can prevent structural or asthetic problems, particularly those caused by very short lengths of rail or cap strip. Stuctural requirements for rails are detailed in "Footing and splicing requirement" (p. 9), Structurally, cap strips require: " A screw in every prepunched hole (which occur ev- ery 16 inches, beginning 8 inches from the ends of the rails). If it is ever necessary to make a new hole in a cap strip, drill a lI4-inch hole before installing the self-drilling screw. " One screw no more than 8 inches from the end of each segment. For maximum asthetic appeal: " Cap strip screws on every rail should align (see, for example, the center line holes in the illustration below). " End screws should be equidistant from both sides of the array. :.- Trim line (array edge) Array center tine . . V 11Z'. C83" . . W 112". 883" . .v 80". A 96" . WOO'. A"'" The example below assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 20S-inch rail-<:ap strip assemblies need to be cut and spliced from 192-inch sections of rail and cap strip. The example illus- trates one means of doing so, which meets all structural and aesthetic requirements while conserving material. Rails segments come from five 192-inch lengths, lettered A tbru E. Rail A, for example, is cut into two 96-inch segments, with one segment spliced into each of the first two rails. Sintilarly, five 192-inch cap strips are numbered V through Z. AU cap strip segments are cut at the midpoint between prepunched screw holes. For each rail, start with the cap strip segment that crosses the array center line, and align the appropriate hole with the center line. Position each cap strip onto its rail and mark its trim point, Remove and trim before final mounting. Code compliance note: If your planning sketch shows that end holes will be more than 8 inches from the ends of the rails, re-start by a1ignlng a midpoint between holes with the array center line. Trim line (orray edge)_: , . Y 128". ~109" .Zl28'. I lor' Usable remainder. D, 7rr; E, 7l1'; y, 64"; Z, 64". 1st cap strip 4th roil 2nd cop strip 3rdrail 3rd cop strip 2nd rail 4th cop strip 1st rail ... 11 . . UII~RAc" Installation ManualBoI.I - SunFrame'" Code-Compliant Planning and Assembly 9. Insta1ling the end caps Attach the end caps to the ends of the rails by securing with the round head sheet metal screws provided (Fig. 12). We welcome your input UniRac appreciates receiving corrections, clarifications, or any other comments concerning this manual. Please write to publi<a1ioDs@UIIlrac.com. Figure 12. End cap installation. Frequently asked questions about standoffs and roof variations How high above the roof does SunFrame raise the PV modules? The answer depends on whether standoffs are used with the L-feet, and if so, what size. The illusttations at right provide dimensions for all cases. How can I seal the roof penetration required when standoffs are lagged below the roofing material? Many types and brands of flashing can be used with Sun- Frame. However, UniRac designed them for Oatey@ 1-114. to 1-112. "No-Calk" flashing. A wide variety of flashings are described at www.oatey.com. Your choice of sealant depends on roofing material. How do I attach SunFrame to a standing-seam metal roof? A good solution comes from Metal Roof Innovations, Ltd. (MRI). It manufactures the S-51 N clamp, designed to attach a wide variety of products to most standing-seam metal roofs. It is an elegant solution that eliminates flashings altogether. SunFrame L-reet will mountto the top ofthe S-51 clamps with the 3/B-inch stainless steel bolt provided with the S-5! f ~I/B( I/S- --'- Module thickness varies t t 1-3/4"f liS" -' See www.s-5solutions.comfor different clamp models and details regarding installation. When using S-5! clamps, make sure that there are enough clamp/L-feet attachments to the metal roof to meet the Metal RoofManufacrurers' and MRI specifications regarding wind loads, etc. f 2-1/4"f liS" * ----*- Module thick:ness varies t 7/S"f liS" ----*- Module thickness varies t .- 7/S"f liS" t Standoff height (3". 4". 6". orl" allf liS"') .l UII~RA.C THE"" ',Tt.ND/\HO IN PV MODI,; (., l<S UllfRae, IDe. www.unirac.com 3201 University Boulevard SE, Suite 110 Albuquerque NM 87106-5635 USA 505.242.6411 505.242.6412 Fax ... 12 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART I. To be comoleteel bv Oisabilitv Benefits Carrier or Licensed Insurance Agent ofthat Carrier I a. Legal Name and Address ofInsured (Use street address only) I b. Business Telephone Number of Insured Sunrise Energy Concepts, Inc. I c. NYS Unemployment Insurance Employer Registration 26 Laurel Avenue Number ofInsured Easllslip, NY 11730 I d. Federal Employer Identification' Number of Insured or Social Security Number 2. Name and Address ofthe Entity Requesting Proof of Coverage 3a. Name ofInsurance Carrier (Entity Being Listed as the Certificate Holder) Zuricb American Insurance Company Town of Southokl 3b. Policy Number of entity listed in box "Ia": 53095 Route 25 1638223 Soulhold, NY 11971 3c. Policy effective period: 09/17107 to 09/[7/08 4. Policy covers: a.1:8J All oftbe employer's employees eligible under the New York Disability Benefits Law b.D On[y the following class or classes of the employer's employees: - Under penahy of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 10/2/2007 By /L-;~ (Signature of insurance carrier's authorized representative or NYS Liccmsed Insurance Agent orlhal insurance carrier) Telephone Number (631) 845-2200 Title Adm inistrati ve Services Man3l!er IMPORTANT: lfbox "4aM is checked, and this fonn is signed by the insurance carrier's authorized repreSCnlalive or NYS Licensed Insurance Agent orlhal carrier, tbis certificate is COMPLETE. Mail it directly to the certificate holder. Ifbox "4b" is cbe1.::ked. tbis certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 ofthc Disability Benefits Law. II must be mailed for compldion to the Workers' Compensation Board, DB Plans AcceptaDce Unit, 20 Park Street, AJbany, New York 12207. PART 2. To be completed by NYS Workers' Compensation Board (Only If box "4b" of Part 1 has been checked) State Of New York Workers' Compensation Board According to informatioo maintained by the NYS Workers' Compensatioo Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all of hislher employees. Date Signed By (Signature ofNYS Workers' CO~DsatioD Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form OB-120.1. Insurance brokers are NOT authorized to issue this form DB-l20.1 (5-06) MI1BD. CE TIFICA TE OF LIABI ITY IN ~ (631)'81-5.00 rax. (631)'81-5448 Willi.. C Cot9Zea_ Inaur_ 558 Portion lid. 1loDk0~ NY 117711 - 8U11RIU uum: CCMCIl'T8 DIe 26 LAUJIIL AVII INIURERI ma_ IUUftlDOe -. c: MAle . lAST IBLIP NY 11730 -., THE POUCIE8 OIF LISTED II!I.OW HAVE BEEN I88UED TO ~ lWIED AIIO\IE 1'01I TIE POlICY INDICATED. MOING Nt'f REClUIIlEMENT. TERM OR CONDITION OIF Nt'f CONTRACT OR 01IlER DOCUIIENT WITH RESPECT 10 VWtICH THIS C8lT1FICATE 1M.... I88Ul!Il OR 1M... PERTAIl, THE IH8URAHCE AFFORDED 8'f THE POUClEB DEIIC.~ _ IS IU8.IECT 10 ALl. THE ~, ElCCl_ _ COIlllI'I1OII8 OIF lIUCIt POlICES. 1'W'I ..raAtQ - ..... 1,000 00 I 50,00 A 4/17/2007 -...-m _lOtIO ...._OUTOI IC-.o_ -- -- _..-m _lOtIO 'OCt liD lED IIHGLI LIIIIf I CEo_ IClIlI. y Il.IURY I (OW_I IClIlI. y Il.IURY I (OW_ r-nOn:KI1' ~ I (OW_ I 01HIII11WI lOtIO_V: - LA..-m OCCUR 0 CLAW_ DEDUCTaE ""'Jil1WI'I"1IONoUID _1MAl1Y ",., MOPM'~.PMTNIfWXECUT1VI o..r,-1\~-- DI:I.UDI!D7 '" ....... OTlllll DaClIIIJIIQIIIOPOPMAlIOlJl1'oeAYlCr 1~1Cu..-'-...-o"'&lJc.- -..... :...... ....,..... CERTlFlCATl! 24-4212 Town O~ 8ou.th01d 530115 ...~ 8und_ Hvy 8ou.tho1d, NY 111171 ('O""""oOTIQN IHDULD MItt OF 111I AlOft k- POUCIII . e'--I- ..... 111I ..-A.... DATI ....-oP. fHI _ __ .... IIIDIAVQIt 10 ... l!.- DAftWNftIN N01ICI: 101ItI_,~ ~TI ~""'IOIIII""."" __ IODOIO-.._IlO__Oll..-nYOP____ ACORDBlZOO1ft11) -- ~- "If, . ACORD co..ro..A11OH ,_ .... . .12 .~:'Yc:.k S!.-!~ :~~a.n~~!~"'1rSlMe 1914 a COIlPORATE CENTER OR. 3RO FLR. MELYI.LE. NEW YORK 11747~12l1 _ (lDl' 111003OO CERTIFICATE OF WORKERS' COMPENSAnoN INSURANCE "",.""" SUNRISE ENERGY CONCEPTS INC 211 LAUREl. AVI!NUE EAaTISUP NY 11730 POUCYHOlOER SUNRISE ENERGY CONCEPTS INC 2lI1.AURQ. AVENUE EAST ISLlP NY" 730 CERTIFICATE HOLDER TOWN OF SOUTHOLD 53085 EAST SUNRISE HWY SOUTHOLD NY ,'W, POLICY NUMBER I '387 04'-9 CERTIFICATE NUMBER 9372S3 PERIOD COVERED BY THIS CERTIFICATE 01/1712007 TO 011/1712008 DATE ,01212OO7 THIS IS TO CERTIFY THAT THE POUCYHOLDER _0 AIIOYE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY ND.1387 041.e UNTL 011/1712008. COVERING THE ENTRE OBLIGATION Of THIS POLlCYHOUlER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RE8PECT TO AU. OPERATIONS IN THE STATE Of NEW YORK, EXCEPT AS INDICATED BElOW. AND. WITH RESPECT TOOPERATIONS OUTSIDE Of NEW YORK. TO THE POLICYHOl.OER'S REGULAR NEW YORK STATE EMPlOYEES OHl.Y. FSAlDPOUCYIS CANCELLED. OR CHANGEOPRlORT00lll1712OO8 IN SUCH MANNERAS TO AFFECT THIS CERTIFICATE. 10 DAYS WRITTEN NOTICE Of SUCH CANCELlATION Will lIE GI\IEN TO THE CERTFICATE HOLDER AIlOYE. NOTICE BY REGULAR MAll so ADDRESSED SHALL lIE SUFFICIENT COIoI'UAHCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LlAIlILITY IN THE EVENT Of FAILURE TO GIVE SUCH NOTIce. THIS CERTFlCATE DOES NOT APPI. Y TO 8Ull.DlNG OEMOUTION. THIS CERnFICATE IS ISSUED AS A MATTER Of INFORMATION 0Hl. Y AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTFICATE HOl.OER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COIIERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND /~1. m6~-a:' DlRECTOR,INSURAHCE FUND UNDERWRITING 'Ill. <*IIIlc:N C*I be valldDd on our MIb ... 81 htIpa~'-.nyaW.oomIceIlIcelt\'lIl..p fX by C8IIlng (888)81W790 U-28.3 VAl.IOIITlON NUMBER: 712242764 ,- ,~<.