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<br /> <br /> I . <br /> I <br />T II <br />-.J II <br />cJl <br />w ~II <br />....... <br />~ 211 <br /><[ <br />> 0: II <br /> V'l <br /> 1 <br />>- Xl <br /><[ ~II <br />L <br />(.I) 011 <br /> C\J <br />f-- '-' II <br />....... <br />z ::E <br />:J wi <br />l1.- ~II <br />0 ~II <br />~ <!:I <br />w I <br />iX1 :J II <br />L <br />:J ~II <br />z <br />1 . II <br /> CJ' <br /> . <br /> C\JII <br /> I <br />r--4' ..I . <br />I <br />r <br />8' <br /> <br />TOP VIE\.,' <br />20' pi <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />1 <br />II <br />II <br />II <br /> <br /> <br />ROOF LAYOUT <br /> <br />12' <br /> <br />+-4'-1 <br /> <br />ELEVATION <br /> <br />FREESTANDING <br /> <br />TYPE <br /> <br />STRUCTURE <br /> <br />ONE <br /> <br />WAY <br /> <br />MULTI-CARCQVER <br /> <br /> <br />t' X 'I' SElF - MATING BEA~ FASTI:.'l TO <br />N:MJ;:HEIl ~ X ~ X f I~ ?CST wi IZ) V~ X <br />3 f -r H.H....9. "'... 1liilOUCH 9OL'rEll,.W-;. 3ElCw) <br />F TO ROOF PANa WI ',Q X" s.J.l.s. <br />WI 1/( X \ I/-r s.s. NEIl. 1iIoSlU . t C.t.. <br /> <br />NOTE <br />WHEN USING +'. If AND/OR I!' <br />PA.NElS IN ROOf ASSEM8l Y, USE <br />FASTENERS, EXTRUSIONS AND/OR <br />aREA.~-FORMED METAL ThAT <br />CORRESPONOS TO PA.NEL THICKNESS. <br /> <br />3" ROOF PANEL <br /> <br />3" X 3" X 1/8" POST <br />OR EQUAL <br /> <br />ATTACHED TYPE STRUCTURE, POST UNDER BEAM <br /> <br />SPECiFICATIONS <br />Gen oral <br />STRUCTALL BUILDING SYSTEMS, INC. of Oldsmar, Fiorido, <br />marufacbre. the patented Snop-N-Lack Roof ord Wall Parel <br />and carries a wide selection af extrusions, fasteners and building <br />components. The panel is ideol for carports, wolk-lt'cy ccveE1!l, <br />ond canopies as well os various other commercia! applications <br />and residantia' home uses. <br />A complete engineering department. including Q licensed <br />structural engineer, is available to tailor engineering to <br />meet local building cod. requirem.n\. and develop <br />sita specific drawings and calculations. <br /> <br />Design Load. <br />All component. sholl b. designed \0 meet or exceed \h. <br />specified vertical and horizontal ioad requirements in <br />accordanc. ..ith STRUCTAll engineering data ard BOCA and <br />notional Building codes. Snop-N-Loclc insulated Roof Paners <br />or. capabl. of supporting up \0 57 lb.. per square foot <br />combined with various wind loadings uo to 120 m.p.h. <br />(Optional) Calculations ore cvoilob1e to meet local <br />building codes and for special projects. <br /> <br />Roof Panels <br />STRUCTAll'S Snop-N-lock Insulated Roof panel. or. <br /> <br />~~~~~~Iewi~~ ~ar~~r:ct?~nug~; ba:k:~u~~~~':;sano~ ;t.~el m~~d ~:ishes <br /> <br />include stucco and cedar (Optional) embossed. Pane is are <br />available in 2- and -4-' widths, l' to ~ thick and are capable <br />of supporting 57 lb.. lIve load per sq. ft. at up to 20' span. <br />between framing members under normal application. <br /> <br />Columns <br />STRUCTAL'S Column. shal bo :5' x :5' x 1/1!' aluminum post <br />or equal. Adequots reinforcing to support. bolted conr.ectjon <br />at the shoji be provided. Standard clearance mjnum~m of <br />7' for all structures. Other columns available. <br /> <br />F'raminc; Membors <br />6'-9" STRUCTALL self mating beam aro cvailabi. in whit. <br />and bronze (See engineerinc; chart to determine Appropiots <br />sizo.) <br /> <br />F'osteners <br />Th. STRUCTAll Snap-N-lcx:k Insulated Roof Pone!. shall <br />be securs on top sids thru panel and into cross beams with <br />112 screwl and 1-1/Z- neoprene stainiess steel washers. <br />Tho fascia and \rim will be secured with 18 . 9/1 If solf drilr.ng <br />tek screws. Sea instaltion instructions to determina quantity <br />requirements. <br /> <br />Drcif!ogo <br />Gutters and fascia ors cvciiabte through STRUCTALL <br /> <br />In.tallation <br />Th. goneral con\ractar Dr manufacturer'. agent .hall follow <br />in.tallo\lon instruction. supplied by STRUCTAlL <br /> <br />NOTE: <br />See Span Chart on page SC1 <br />Use Open structure chart for Spans. <br /> <br />TYPICAL <br /> <br />CD <br /> <br /> <br /> <br />ROOF TR1WS <br />t OptiOl'lc:tl (cxia 1r - ~i r thick. <br />2 Extruded Cue. Recal'..... <br />J Drip EdJ;' Fcac:ia (Will support a <br />.tar.dard hOl.<5' 00 \:uttr). <br /> <br />. <br />'" <br />. <br />. <br /> <br />.. J..", <br />. . -. .:. <br /> <br />. <br />~ . <br /> <br />. <br />'. <br /> <br />@ <br /> <br />~. <br />. . <br />'. . <br /> <br /> <br />~ <br />~ <br /> <br />o <br /> <br />TYP!CAl COlUMN/?OST CO~NECTION <br /> <br /> <br />1Yf'lc.oL COlUM~ INSTAI.l-"T1O~ SECTION <br /> <br />SLOPED <br /> <br />ROOF <br /> <br />UW[l'@[[i)@@ ~a ~@[[i)[[i)@Wi ~a~. <br />CNlL ENGINEER - DEVELOPMENT CONSULTANT <br />1139 HERBERT STREET <br />PORT ORANGE. flORIDA 32119 <br />TEl. (904) 767 4774 <br /> <br /> <br />~., <br /> <br /> <br /> <br />12' <br /> <br /> 0 <br /> C\J <br /> 2 2 <br /> <!: <t <br /> 0- 0- <br /> X X X <br /> <!: <!: <!: <br /> ::!: ::!: ::E <br /> 0 0 0 <br />>- ~ ~ C\J <br />Q! ~I <br /><t <br />> <!: <!: <!: <br />>- W W W <br /><t P'l P'l P'l <br />:E <br /> L:J L:J L:J <br />(II 0 Z Z Z <br />I- ~ ~ ~ <br />z C\J <br />::J <!: <t <t <br />u.. I I ~I <br />CJ u.. L.. <br /> -.J -.J <br />Q! <br />W V'l V'l V'l <br />"" <br />:E . . a. <br />::J CJ' CJ' <br />Z <br /> X X <br /> Cu Cu Cu <br /> <br />o <br /> <br /> <br />1 <br /> <br /> <br /> <br />TOP VIE'." <br /> <br />"l <br /> <br />I , <br />r-ro <br /> <br />ROOF LAYOUT <br /> <br />REVISIONS <br /> <br /> ,",r---N <br /> l/)NO <br /> N(oOCl <br /> l/)NN <br /> I I I <br /> Olll1 .,q- <br /> Nl/)l/) <br /> NOClCXl <br /> I I I <br /> O~~ <br /> 0..-..- <br /> OClCXlCXl <br /> .!......IX <br /> << <br /> wUlL.. <br /> 00 <br /> -....I <br /> :: <br /> z <br /> 0 <br /> f= <br /> < <br /> z <br /> !D <br /> ~ <br /> w <br /> I- <br /> Ul <br /> > <br /> III <br /> ~ ~ <br /> 2 ~ <br /> C g <br /> .J i <br /> J <br /> ID <br />z i!M <br />CJ @, <br />~ i!M <br /><!: 0 ~ <br />> << g <br />W 00 ~ <br />-.J <br />W Ck:- 2 <br /> Ck: <br /> ~o <br /> z....l (Ql <br /> <u.. i <br /> OJ <br /> Ck:Ck: ~ <br /> :J< <br /> OJ~,", <br /> Vl,", <br /> 00(0 <br /> l/)....I.,q- <br /> ~O~ <br /> SCALE. <br /> NONE <br /> DATE: <br /> 05-02-96 <br /> DRAWING #: <br /> ENGPLN6 <br /> DRAWN BV, <br /> JYF <br /> <br /> <br /> <br />FREESTANDING TYPE STRUCTURE <br />TWO WAY MULTI-CARCOVER <br /> <br />ELEVATION <br /> <br />~[g1~ <br />