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<br /> <br /> I.. <br /> I <br />r II <br />...JII <br />(31 <br />w ~II <br />>-t 211 <br />~ <br />~ <br />> ~II <br /> ""I <br />>- X <br />~ ~II <br />::a: <br />'" 011 <br /> N <br />I- vII <br />>-< <br />z ::E: <br />::J wi <br />LL :11 <br />0 ~II <br />~ <1:1 <br />w I <br />~ ~II <br />::a: <br />::J ~Il <br />z <br />1 er- II <br /> . <br /> Nil <br /> I <br />r-4' ~ I" <br />f <br />8' <br /> <br />TOP VIEW' <br />20' l <br />11 <br />II <br />I <br />II <br />II <br />II <br />II <br />II <br />II <br />11 <br />II <br />II <br />II <br />II <br /> <br /> <br />12' <br /> <br />ROOF LAYOUT <br /> <br />"," 4'-1 <br /> <br />ELEVATION <br /> <br />FREESTANDING TYPE STRUCTURE <br />ONE WAY MULTI-CARCOVER <br /> <br />so HEADER EXTRUSIO~ <br />~~CW:'~Sl~': ~1'dI. <br />mA~n:HG~~~ <br />SP.aGkQ a: TYPE SAsED Q~ <br />UA,T'ER:,iL OF HOST STRUCTURE. <br />1/-.' PER FT. <br /> <br />~ X ~ SElF - 1.lA11NG BEA~ FASTt.~ TO <br />NOT~ -r X -r X fI~ P<lSI" wI (2.lY" X <br />J 1 T H.H....!1. Ill'" fnROUQ1 3Ol.\1!l'5.~.;neW) <br />r... I TO ROOF PA.'l€1. WI "0 )(.. S.W.!. <br />W/ 1/4" X I !fT 5.S HEll. """'..R . t' e.c.. <br /> <br />NOTE <br />WHEN USiNG +', ff' ANO/OR 1!' <br />PA"IElS IN ROOf ASSEMBLY, USE <br />FASTENERS. EXTRUS'ONS AND/OR <br />BREA~-FORMEO METAL THAT <br />CORRESPONDS TO PA.~EL THICKNESS. <br /> <br />ATTACHED TYPE STRUCTURE, <br /> <br />SPECiFiCATIONS <br />General <br />STRUCTALL BUILDING SYSTEMS, INC. of Oldsmor, Florida, <br />mo.nufcdures the patented Snop-N-Lcck Roof and Wall Panel <br />and carries a 'Nide selection of extrusions. fasteners and building <br />components. The panel is ideol for carports, wafkwcy CQI/ers, <br />and canopies os well as various other commercial applications <br />and residential home uses. <br />A complete engineering department. including a licensed <br />structural engjneer, is cvoi!obls to taHor engineering to <br />meet local building code requirements and develop <br />sits specific drc'.vings ond calculations. <br /> <br />Oesign Loads <br />All components snail be designed to meet or exceed ths <br />specified vertical and horizontal load requirements in <br />occordonce 'with STRUCTALL engineering dot. and BOCA and <br />notion.1 Building codes. Snop-~-lock insulated Roof Panels <br />ore capable of supporting up to 57 Ibo. per square foot <br />combined with ..,arlous 'Nind foodings uo to 120 m,p.h. <br />(Optional) Calculations ore evoHable lo meet local <br />building codee and fer special projoc~. <br /> <br />Roof Panels <br />STRUCTALL'S Snop-~-Lcx:k Insulated Roof panels ore <br />cvailob;e in various gouges of aluminum and steel and ora <br />coated with a sejection of baked enamels of 1.0 mil. Finishes <br />include stucco and cedar (Optional) embossed. Panels ore <br />available in 2' and +' widths, SO to ff thick and ore capable <br />of supporting 57 ibs. ITve load per sq. ft. at up to 20' spans <br />between framing members under normal cpplicotion. <br /> <br />Columns <br />STRUCTA,L'S Columns shol be SO . SO . f Iff aluminum post <br />or equal. ,A.,deqwcte reinforcing to support bolted connection <br />at tha shall be provided. Standard c!eorcnc~ minumum of <br />7' for all structl.lres. other call.lmns available. <br /> <br />F"roming Members <br />6'-9" STRUCTAlL seif meting beam are available in white <br />and bronzes (See ongineering cnart: to detormin" Appropiote <br />size.) <br /> <br />Fasteners <br />The STRUCTALL Snop-~-Lock insulated Roof Pone!s sholl <br />be secure on top side thru panel and into cross beams with <br />"2 screws and l-1/-r neoprene .toinless steel 'Washers. <br />The fascia and trim will be secured with #8 . 9/1 ff' .eif drilling <br />tel< screws. See instaltion instructions tf) determine quantity <br />requiroments. <br /> <br />Drainoge <br />Gutters and fascia ore cvcfiobfe througn STRUCTAlL. <br /> <br />Inslollotion <br />The general contractQr or manufacturer's agent shall fallo'. <br />installation instructions supplied by STRUCTALL <br /> <br />NOTE: <br />See Span Chart on page SC1 <br />Use Open structure chart far Spans. <br /> <br />TYPICAL <br /> <br />3" ROOF' PANEL <br /> <br />3U X 3" X 1/8" POST <br />OR EQUAL <br /> <br />POST UNDER BEAM <br /> <br />CD <br /> <br /> <br /> <br />ftOOF iR~lolS <br />1 OptiOllal rC2Cr" !~ - 4$'. r lhiclc. <br />2 rxtnJced Cue. ~<<.ei.... <br />.:s Dr.ra Ed'i.. fe.cia (Wi. SUPPOM: II <br />.!.ancord ncl.u 00 Quttar). <br /> <br />..1.. " <br />.. -. .:. <br /> <br />@ <br /> <br />f~ <br />~ <br />m=t~. . <br />. . <br />'. . <br /> <br />G) <br /> <br />lYPICAL COLUMN/POST CONNECTION <br /> <br /> <br />TYPICAL COlUMN INSTALl.AT1CN SECDON <br /> <br />SLOPED <br /> <br />ROOF <br /> <br />!lAl~If'@ITil@@ ~a ~@ITillli1@i1'lt9 [?) o~. <br />CNIL ENGINEER - DEVELOPMENT CONSULTANT <br />1139 HERBERT STREET <br />PORT ORANGE, FLORIDA 32119 <br />TEL. (904) 767-4774 <br /> <br /> <br /> TOP VIE'." <br /> ~+, r--oo- <br /> 3' x 3' x 1/t' POST <br /> TYPICAL <br /> 0 <br /> (\J <br /> 2 ^ <br /> Z <br /> <I: <I: <br /> a... a... <br /> X x x <br /> <I: <I: <I: <br /> ::E: ::E: ::E: <br /> 0 0 0 <br />>- ~ ~ C\J <br />IX v <br /><I: <br />> <I: <I: <br />>- W W <br /><I: P'l P'l <br />:E <br /> L:l L:l <br />Vl 0 Z Z <br />f- ~ ~ <br />z (\J <br />::l <I: <I: <br />'-'- J ~I <br />a u.. <br /> ...J <br />IX <br />W "" "" <br />"" <br />:E er- a.. <br />::l <br />z <br /> Cu Cu <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />o <br /> <br /> <br />1 <br /> <br /> <br />ROOF LAYOUT <br /> <br /> <br />ELEV A nON <br /> <br />FREESTANDING TYPE STRUCTURE <br />TWO WAY MULTI-CARCOVER <br /> <br />REVISIONS <br /> <br />I"-I"-N <br />L/)NO <br />N<.oCO <br />L/)NN <br />I I I <br />0'lL/)~ <br />NL/)L/) <br />NCOCO <br />I I I <br />01't')/'0 <br />0..-..- <br />COCO CO <br />.!--IX <br /><<( <br />wOI..1.. <br />00 <br />- -I <br />3 <br />z <br />o <br />i= <br /><( <br />z <br /> <br />z <br />CJ <br />..... <br />I- <br /><I: <br />> <br />W <br />...J <br />W <br /> <br /> <br />~ <br />,.JID <br />((~ <br />faG <br />> <br />UIlI <br />:1~ <br />N'O <br />~.J <br />l-ffi <br />UJ <br /> <br />~ <br />~ <br />@ <br />~ <br />I <br />I!&l <br />@, <br />I!&l <br />~ <br />@ <br />~ <br />f2 <br />191 <br />~ <br /> <br />o <br /><(<( <br />00 <br />0:::- <br />0::: <br />~o <br />z-l <br /><(1..1.. <br />OJ <br />0:::0::: <br />:J<( <br />[])~I"- <br />(/)1"- <br />00<.0 <br />It)-I~ <br />/'00i"'l <br /> <br />SCALE: <br />NONE <br /> <br />DATE: <br /> <br />05-02-96 <br />DRAWING #: <br />ENGPLN6 <br /> <br />DRAWN BY: <br />JYF <br /> <br /> <br />SHEET # <br /> <br />~~iJ <br />