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'000 <br />.................... .... ........ <br /> <br />~-~.:IL~~~_~~~-.;tai..;a::~~.Ili~i:Jii;~~Z2''.l[.r;sJCld.~~..sZ8'':JrA:~.~..~~~,;,Ui.I..~..~...--~~~~~V'"~~...~~~:::~:::::iI,~~;..~-~~~~,~~~::e~~~~~ <br /> <br />NOTES: <br /> <br />EXT, <br /> <br />NO. <br /> <br />- <br />...... - 0.566090 1n^2 <br /> <br />NOTES <br /> <br />f1 EX11 6900 & 8901 ARB SCREnO TOG8THf.R AS PER lN3'rRUC'nON3 OR <br />"HEN nT, I 61102 IS USED AS CORNXR POST.mn '001.1. fAR lUCEDlt <br />WHAT ts N'!:EDEO TO SUPPORT nf! 3 IN. OR ~ tN. ROOF PANEIB 'I11A'r <br />ARE INCLUDED AND CERH1EO BY TI!K VANVYAC11JRER,AS LONG AS THEY <br />ARJ: Nor EXClOtNG ~~ IN. 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B901 'j' ';00 '.',,'. - _ 0.18'"',8 In". <br />_ ...... 2.~_H1'!2rl ~"'4 <br />J r:'.,'1 - O.oo:),)q \....... <br />j F'x'I - 11.6'6~34 In-. <br />~__f1\ _ ___ ;)lx'" 0.450.34a In <br />r'Il'll' - 7.721087 in <br />o e 1.) 10.0 In <br />~.0-11:J.~ In <br /> <br />1 = 1 <br />iL I rTT <br />I~~\ <br />L_~~;__~ <br />@ <br /> <br />- 2.00 <br /> <br />-L. <br /> <br />~~~~~)~~1.~~~' 2~i;. of rototl~ - 0 ~OO <br /> <br />&.~' J 4 2.7 .'101L89 <br />'.~61261.e.291J4a <br />8.076092.7.1 e25J9 <br />4."67 261,8..11 009~ <br />0.OJ7300 <br />0.000000 <br />5.512~11, 7.20118 a <br />S,~, 231 ',7. 20UB9 <br /> <br />ALL METAL THICKNESS TO BE .062 <br /> <br />- <br />Jt . <br />Ji <br /> <br />I.OJ'HlJ7 In'. <br />3J2.637:)01 111"4 <br /> <br />-O.02Ji51 n', <br />150.1~2~01 In". <br /> <br />0.95G05J In <br />lJ.l0-'5~8 ", <br />0.9~8~3 ", <br />'lO.39,.22-7 In <br /> <br />- <br />P'1 - <br />P<" . <br /> <br />2.900 <br /> <br /> <br />1 <br />1- <br /> <br />ru . <br />nc'J' . <br /> <br />V,T, 8902 <br /> <br />;VI.. <br /> <br />#8 X 1/2 TEK @ EA. <br />2" POST & 6" O.C. <br />80TH SIDES AS SHOWN <br /> <br />/ <br /> <br />- <br />Imc3t: - <br />Iml" .. <br /> <br />0.5401lII9 In-' <br />0.<9J~e 1n"4 <br /> <br /> <br />L_ <br /> <br />1100 <br /> <br />~71 -- <br /> <br />--J <br /> <br />~ <br /> <br />- <br />10'110:1 ... <br />1m!" .. <br /> <br />07200\10 Itl-. <br />0.0I>~1l6 In'. <br /> <br />2.900 <br /> <br />L,O <br /> <br />I ~. I <br />,cr- -l 'f+ <br />I L7I j <br />@ <br /> <br />Numbof' uf compOfIWl\ OI~O<< <br />........ ....... ............ .. ...... <br /> <br />1000 <br /> <br />1000 <br /> <br />~Jumb., of r.o",~)Q(\.n\ or.or. <br />..... ...... t.. .....~. ....... .... <br /> <br />] <br />[J, <br /> <br />"'0' . 0.272795 In^1 <br /> <br />I <br />rr-H <br />EXl'OLL L~ <br /> <br />- <br />A,$O - O.J~~e22 In"'2 <br /> <br />1--1.000-., _ <br />I I C."lrold - 9. 191~1!, 1.J76198 In <br />T I'l' - O.020J61 In', <br />V.T. 8900 - I~; __ b~~~~fln~;4 <br />1.000 If I . 23.211.14 In^. <br />1 j,. 0.1~ tn-. <br />Jt . Je.~~o In'. <br />J-- r:1. -o.~7 In" <br />P<I - , e. <98:J99 1n-4 <br />"",. 0.27J201 In <br />rx'''. 7,J&')J1..5 In <br />;11 -. oimm'~1n <br /> <br />- <br />COf1\rold - 179.27~:J44. ~272J25 In <br />- <br />:)01 - O,04~083 In'''. <br />:...'..' ~ 1~lq.n91'!1~ tn6". <br />:7> -- "4gm~~~7In~" <br />- <br />Jt - 0.Ja8778 In". <br />J,' .. '2~'7.e"/l1.~? "...... <br /> <br />EXl'E~3 <br />I L,. ) <br /> <br />rrtfl\.~,,1 trua anIle (If rolotlon - 0.000000 <br />~,'~H5A.I.;)161g~ r ~ <br />WmN,fJ,W: II <br />9.96OJ(\1\. 7.J8J69~ <br />9.1814..:>8.11.1"'04 IL V.T. OS90J <br />~=gg !-, - J' <br />9'7Q181;1.J78'96 I r-- --l <br />9.'70162.1.J76198 c::::=='_~-=-_-:-.==d <br /> <br />n19.'2~~I~~:,~~,'2n1~j2" fDtotl~ .. 0.000,'00 <br />160.195010,65.272J25 <br />In. 2l~.l",aI!.191891 <br />1 ~o. Z1 oe:J3.6~. 258.' DO <br />1l~.Z75J ".G8.207618 <br />0.0.)1'150 <br />0. 000000 <br />17UJ51 n.6~.272J25 <br />179. 7J51 71,65. 272J15 <br /> <br /> <br /> <br />m <br /> <br />- <br />F''I.'1 - <br />Px f - <br /> <br />O. 012.~81 In"' <br />416J "~J 11 In'. <br /> <br />0.JI1JJO In <br />t.5.,)JG6i\~ In <br />0.149Jnl In <br />n9,o..".)!1~2 ~ <br /> <br />@ <br /> <br />Q) <br /> <br />1.100 <br /> <br />nt~, . <br />1"1. - <br />;7" -- <br /> <br />" <br /> <br />- <br />1m.. - <br />Imln - <br /> <br />0.170178 tn'. <br />0.020J~9 1n^4 <br /> <br />- <br />1m rJ)' . O,:3~,n 'we in..... 4 <br />1,!,1'l-~------"cO.iltte.L In'. <br /> <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I I <br />I _~ANE~ <br />I I TYP. I <br />I I I <br />J I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I <br />I I I I I <br />T;-~-~-~T-------T;-;-~-;T;-;-;-;T <br />~------- - - - -------~-------~ <br /> <br />----~~-A=-- <br />il/// //// /// (L <br /> <br /> <br />I I I I J <br />I I I I I <br />I I I I I <br /> <br />:: Ai,:: <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />1 I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I , I I <br />~+-------+-------+-------t-------T' <br />~~-------T-------T-------T-------~J--- <br />I I I <br />I I I <br />I I I <br />I I I <br />I <br /> <br />2'- <br /> <br />~I'l:I:::i~wd <br /> <br />~:.~~.~:~f::.~;.:r" <br /> <br />1000 <br /> <br /> <br />'""... - 0.598581 1n^2 <br /> <br />1.) CALCULA110N TABLES INClUDE A 33.~" <br />INCREASE FOR SEISMIC AND WIND CONDI110NS, <br /> <br />2.) BOLTED CONNECTIONS: <br />S1U'\. e0l1S USED wrlH foL STRVC1\JRU SHAlL &t AlU\llNllE'll <br />HOT OIf'PEO CALVNllZfO, lINC PU][D, El.EClRo-CAlVAIIIZED, ~ <br />51 AINlESS S][El 1M OROtfl TO PRE\0Q4T 'AlVA.'lIC CORROSlO/ll <br />"'.AT 'N1LL RES\JL T r~OM OIRECT CONT.ACT BEThUJoI sn:n ,0\/10 <br />AlUIolINUIj . <br /> <br />C..lrold . e699.'11\. 11.J782~2 h <br />- <br />I>q<. o.~:.eJ ~'. <br />Ix x'. b:j~~6'WIn'9;. <br />WI -. 4.5.~en5 In'4 <br /> <br />f'rIn<W "u. ""d!. <A ~ - 0.00 <br />U9ff71l.11";'~ <br />Um~~lf3~ <br />9.70JZe1..11.~3173 <br />e.6iaUII.12..:\82018 <br />o.o:xnn <br />~:~,11.J7m2 <br />9.' 89840.11.J782J2 <br /> <br />- <br />.!.I - <br />./t' <br />~;rl .. <br />nqr, - <br />r.. _ <br /> <br />1~I1~,1n~1. <br /> <br /> <br />0.031074 in'. <br />59.084444 In-. <br /> <br />O.77JO" In <br />11.fOJ6e1 h <br />0.8'1121 f In <br />e.l JIJ7 e7 In <br /> <br />0..11JC4 tn~. <br />O.JJ7790 tn"4 <br /> <br />~. T.8900 . V. T. 8901 llVST BE iKlllUl <br />100( THEil ..1M 18 TO( . llAA " 8" <br />rRal EACH END 24" 0. C. BO'1t4 SlOl!. <br /> <br />- <br />!mor - <br />Imln - <br /> <br />3.) ALL DATA IS CALCULATI:D fOR EXPOSUR!:: "c' <br />AS DESCRIBED IN THE A.S,C.E, HANDBOOK ANSl/AS~ <br /> <br />4.) B.O.C.A. ANO U.B,C. HAVE BEEN APPLIED FOR. <br /> <br />NOTES <br /> <br />1-M <br /> <br />;V" .. <br /> <br />ANY AND ALL DATA <br />IS WITH THE USE OF' <br />ONLY VINYL-TECH <br />AND P.G.T. PRODUCTS <br />ANY MODIFICATIONS <br />MUST BE APPROVED <br />BY REGISTERED PROFESSIONAL <br />ENGINEEH <br /> <br />WAP.NING; <br />n~ESE CALCULAMNS AND 1'ABLES AAe: INTENDED A~ <br />MINIMUM GUIDELINES TO NORMAL & PROPER INSTALLATION <br />ANY VARIANCES MUST BE REVlE'NEO BY A REGISTERED <br />PROfESSIONAL ENGINEER. <br /> <br />6" MAX. <br />OVERHANG <br />r \^11TH ABOVE SPA <br />TYP. <br /> <br /> <br /> <br /> <br />fl/U/U///d/6~ ,(L__ <br />II I I I <br />I I I I <br />I I I <br />I I I <br />I I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />, I <br />I I <br />I I <br />I I <br />I I <br />II I I I <br />I I I <br />, I I I I I <br />I I I I I I <br />t~ - - - -. - - _.1_ - -- -- _.1_ - ______1_ - ---- - T' <br />'0000000000 () 0 <br />_L.___.._._ <br /> <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />I I I I <br />I I @L I <br />: I #3 I II I <br />T~--_---l___; -. __~--_l_--;--- <br /> <br />12'- 0" MAX. <br /> <br />12'- 0" MAX. <br /> <br />12'- (j' MAX. <br /> <br />12'- (j' }lAX. <br />SPAN <br /> <br /> <br /> <br /> <br />I <br /> <br />i <br />i <br />~~------- <br /> <br />J <br /> <br />2'- 6'" MAX. <br /> <br />18 12" 12" 12" e <br />TYP. INSTALA TION <br /> <br />r <br /> <br />L: <br /> <br />16'- 6" <br /> <br />J <br /> <br />I. <br /> <br />J <br /> <br />16'- 6" <br /> <br />16'- 6" <br /> <br />16'- 6" <br /> <br />@ <br /> <br />@ <br /> <br />f~\ <br />~j <br /> <br />FASCIA FLAT ALONG FRONT <br />AND SIDES <br /> <br />@ <br /> <br />GUTTER 2' - 6" <br />FASCIA FLAT @ <br /> <br />@ FRONT <br />SIDES <br /> <br />FASCIA OVERHANG 2' - 6" @ FRONT <br />AND l' - 6" EACH SIDE <br /> <br />GUTTER FLAT TO WALL @ FRONT <br />FASCIA FLAT TO WALL @ SIDES <br /> <br />ELEVATIONS <br /> <br /> <br />NOTE: <br /> <br />WALL AND ROOF SECTIONS HAVE BEEN TESTED <br />FOR STRUCTURAL LOADING <br />AT MIAMI TESTING LAB. INC, TO CONFIRM <br />CAl_CULATIONS;. TLST REPORTS' ARE AVAILABLE <br />IF REQUIRED. <br /> <br />~..~ .~ <br /> <br />'''"", <br /> <br />--- <br /> <br />SLOPE <br /> <br />#1 <br /> <br />120 M.P.H. WITt-OUT CATASTROPHIC FAILURE ON <br />12 FT, SIMPLE SPAN AND AS CHART SHOWS. <br />AS PER TEST DATA # J-45573 <br />COPIE~ AVAILABLE UPON REQUEST <br /> <br />.... <br /> <br /> <br /> <br />a'- (j' <br /> <br />FOR SCRE~NS. H~/ER TO <br />CHART #1 FOR I PSF AND <br />AND CHART # 2 FOR CORRECT <br />SPACING OF. VERTICLES USING. <br />HEIGHT AS THE CONTRIBUTING <br />FACTURE <br />MAX. <br /> <br />ELEVATION OR DISTANCE. <br />ABOVE Gr~ADE TO BE IN <br />ACCORDANCE WI TH LOCAL <br />BUILDING CODES <br /> <br />ANY AND MoL DATA <br />IS WITH TF r<: USE Of' <br />ONLY VHNYl.--TECH <br />AND P G.T PRODUCTS <br />ANY MODlFCATIONS <br />MUST BE APPROVED <br />BY REGIST' ;HED PROFESSIONAL <br />ENGINEER <br /> <br />PPROVED CAUL.KING MUST 13E <br />USED AS SEALANT OE1WEEN <br />SILL EXTRUSION AND Cm~Cf~ETE <br /> <br />CATASTRCPHIC : MEANING ~I'\T PANEL <br />DID HAVE SLIGHT DAMAGE, BUT WI\S <br />IN NO WAY ABOUT ro COME ,APART <br /> <br /> <br />120 M.P.H. WITH A MiN. OF 80% r,ETURN ON A <br />SIMPLE SPAN AND AS CHART SHOWS. <br />AS FER TEST DATA # J-45574 <br />COPIES AVAILABLE UPON REQUEST <br /> <br />#2 <br /> <br />10 FT. <br /> <br />FOR GLAZED UNm;, REFER <br />TO NOTE # 2 USING ONLY PGT <br />UNITS, ALL CAN BE I~EFERENCE <br />TO TEST DATA # L-~5557 MTL <br />AVAILABLE UPON REQUEST <br /> <br />#3 <br /> <br />4" CONCRETE SLAB - 5 X 5 - 10 X , 0 W.W.M. <br />10" X 16" FOOTING W/(2) #5 CONTINUOUS <br /> <br />WALL SECTIONS Will MEET OR EXCEED 120 M.P.H, <br />IF PoGo T. GLASS WINDOWS ARE USED AS PER <br />INSTRUCTIONS OR IF FACTORY INSTALLED. <br />AS PER TEST DATA # L-45557 <br />COPIES AVAILABLE UPON REQUEST <br /> <br />~( <br /> <br />\At <br /> <br />\At <br /> <br />\A{ <br /> <br />o 0 <br /> <br />r-------------------------------~ <br />/ , <br /> <br />o 0 <br /> <br />o 0 <br /> <br />. 0 <br /> <br />,,-----------..., <br />/ , <br /> <br />TYPICAL <br /> <br />#4 ALL DA TA COMPLlE~) WITH SOU TH FLORIDA BUILDING CODE. <br /> <br />FRONT <br /> <br />ELEVATION <br /> <br />TYPICAL <br /> <br />SIDE <br /> <br />ELEVATION <br /> <br />I 1" DIA. WASHER \^11TH SEALANT, BY VINYL TECH, <br />/AND #10 S.M.S. X 4" (4) PER PANEL AS SHOWN <br />ON ROOF PLANS. <br />I <br /> <br />'d"l ---1L61'l~ _g~/////LP//ij~///dL////////////~ <br />1 )-@ <br />" ,~ .fA" <br />~. 8 , I ---____~ <br /> <br />~ I I <br />I' . .-------0 <br />I! L--',-=-------3S <br />G' 1--------{9 <br />LEFT SiDE WALL <br /> <br />----- ~~. ,--' -.-._-"- <br /> <br />---r- ~r-- <br />:ljr <br />Pl:~-~ <br />f~/l--------0 <br />____Li/J__ <br />0------__ --l-- "-r- (PCP <br />-~ j I ' <br />~ __I~~-c:! II I ! <br />'. ~...r--;--r-o'=>k=:IJ~ <br />L---L_.._~~------Il-"'::::::::;:-- ____ I <br /> <br />-f_L_f- 4,_1~" f- <br />-----t--------- <br /> <br />J" <br /> <br />-r.'.1,' . <br />." <br />L .... <br /> <br />r- <br /> <br />.i <br /> <br />,~ <br /> <br />.., <br /> <br />,. <br /> <br />4 . <br /> <br />'. . <br />. . d ". <br /> <br />. . <br /> <br />d .. <br /> <br />~ .,,0. <br /> <br />'.~. .. <br /> <br />ANY AND ALL DATA <br />IS WITH THE USE Of' <br />ONLY VINYL-TECH <br />AND P.G.T. PRODUCTS <br />ANY MODIFICATIONS <br />MUST BE APPROVED <br />BY REGISTERED PROFESSIONAL <br />ENGINEER <br /> <br /> <br />, . <br /> <br /> <br />(LEC TRIC <br />WIRE <br /> <br />I, <br /> <br />12" <br /> <br />ROUT ~10l[ IN <br />I~ TERIOR SURf.AGE <br />. fOAM or PANEL <br />FOR BOX. <br />RECEPT. OR S';.HCH <br /> <br />12 S.M.S. <br /> <br />L/60 <br /> <br />FOR SCREEN ROOMS, CONCRETE SLAB MUST BE A MIN. OF 3.5" AND 2500 <br />P.S.I.,AN APPROVED VAPOR BARRIER, A MIN. OF 6"X 6"X , 10 "'lRE MESH <br />ON A VEGITA110N FREE SOIL BASE. AND RWOVE AND REPLACE ALL OELEITRIOlJS <br />MATERIAL WITH GRANOULAR FILL COMPOSED OF 95:'t PROCTOR. <br />ALL GLASS ENCLOSURES MUST HAVE A MiN. OF 4" ,2500 PSI CONCREIT <br />SLAB ~TI-i A MIN. OF a"X 12" FOOl ER ANR REBAR AS SHOI'i'N.SLAB MUST ALSO <br />MEET SCEEN ROOM SPEC. <br />NOTE: ALL LOCAL, STATE, AND NATIONAL COOES MUST BE IN COMe'L1ANCE <br /> <br />__ ALUMiNUt.l EXPANDER <br />C11 ^NN EL <br /> <br />-=:::::-~ <br />"ELECT. BOX W/W!RE <br />ClAMPS, MOUN][D <br />TO IN 11. IlIOR <br />SURf Act <br /> <br />------ <br />---------- <br /> <br />I <br /> <br />11 <br />i I <br />____J <br />_____..1 <br /> <br />RIGHT SIDE WALL <br /> <br />DESIGNED TO WITHSTAND UP TO <br />120 MPH FASTEST MILE WIND LOADS <br />IN BOTH UPLIFT AND LATERALLY IN <br />ACCORDANCE WIYH SBCCI REPORT <br />#8870 <br />COPY AVAILABLE UPON REQUEST <br /> <br />ELECTRIC HAS ONLY BnN SUGlS11.D TO 9E INSTAllED AS PlR D'N';. <br />ALL ELECTRICAL WORK S11ALL COMPLY ....111 111E LATl.ST EDlnON OF THE <br />NAnONAL lllc.mlCAl COOLS AS 'MOll. AS All lOCAl COOLS. <br /> <br />OI'lL Y TO BE USED FOR II. T. SCREEN ROOMS <br /> <br /> <br />#6 TEK SCREW @ 12" C.C. <br /> <br />(2) 1/" DIA.REDHEAD WEDGE ANCHORS <br />WS-1432 @ 6" e.c, <br />(1) 3/16" TAP CON BTWN. COLUMNS. <br />3/16" TAPCONS @ 24" C.C. ON SIDES <br />OF ROOM AND (2) AT COLUMNS. <br />MiN,DEPTI-i INTO CONCRETE SLAB MUST BE 1.5" <br /> <br />4- <br /> <br /> <br /> <br /> <br /> <br /> <br />. <br />o <br />> <br /> <br />.' rP '0' <br />, .. ~ 0"" ~ <br />. 0- , '. <br />, I '0. <br /> <br />.. <br /> <br />. <br />. <br />o <br /><\ <br /> <br />f <br /> <br />t <br />1 <br /> <br />.4 " <br /> <br />o 0 . <br />. . <br /> <br />." <br />'t <br /> <br />DETAIL 112 DET1IL #3 <br />SECTION VERTICAL SECTION TtIRU <br />SCREEN ROOM WALL <br /> <br />. <br />. . <br />, .0' <br /> <br />4'-0" <br /> <br />4'-0" <br /> <br />_----..i~ - 0" <br /> <br />DETAIL #1 <br />FASCIA SECTION GUTTER <br /> <br />16'- 6" <br /> <br />SECTION <br /> <br />TtII~lJ <br /> <br />SCI-(EEN <br /> <br />ROOM <br /> <br />~ <br /> <br />_..- <br /> <br />~-......-_..----~~J-'ramll:"[-nt.~g~~'1Ui.S:Rlli~~~::'DI!:'JUru.~.---'~~-.-~ _!IIIll"'--"- <br /> <br />--:P."-..-~~'~'amml5~~..~..l'JO-'3,........~~.;,lIr';.....~'k.~':'W~'.tlJ!II'-4!l:oJIfU..~ <br /> <br />'.WJD""1;ID""~--- <br /> <br />.... ----.. <br /> <br />.- <br /> <br />ANY AND ALL DATA <br />IS WITH THE USE OF' <br />ONLY VINYL-TECH <br />AND P,G,T. PRODUCTS <br />ANY MODIFICATIONS <br />MUST BE APPROVED <br />BY REGISTERED PROF'ESSIONAL <br />ENGINEER <br />#8 TE~~t' C.C. <br /> <br /> <br />WALL ENCLOSURES <br />s1' AClN G & GHTS 11P !O 0- ~ <br />USING ONLY V.1.~90', MOO. e8~ Jc .~~62 <br />A3 'LONG AS TIlEY .ARB BOLTED'tOGnHER <br />~ SHOTN & CAP BOTIl TOP & BOtTOM <br />AS 3l101fN. \lAX. .AUO~ ~.AClN(: <br /> <br />3/16" TOGGlES OR <br />3/16"TAP-CONS 0 12" e.c, <br />FOR C.B.S.BLD'G. <br /> <br /> <br />6'-0' <br />6'_9" <br /> <br />5' - A" <br />7' - 4" <br /> <br />SPAC~NG <br />HEIGHT <br /> <br />4' - 0" <br />8' - 2" <br /> <br /> <br />1/.' LAG BOLTS <br />IN EACH RAl''TER <br />FOR WOOD BLD'G. <br /> <br />"V' <br /> <br />Values Roof Sy~tems <br />IPS 11'1' <br />If's/CWapokd, <br />C FtJC1111" <br />. to .05 <br /> <br />Typical <br /> <br />Die. 1}r,cr' <br /> <br />.6.1 <br /> <br />SECTION <br /> <br />I <br /> <br />\ <br />A <br /> <br />A <br /> <br />.041 <br />.0+3 <br /> <br />.oa <br />.018 <br /> <br />.021 <br />.029 <br />.02ll <br /> <br />Metal Deck <br />Poured C~'Urt1 (1vr) <br />L1g11lnlght coner.t. <br />(2,,,,) <br /> <br />Structural concrot. (+ ') <br />Wood (nomlnel n <br /> <br />.090 <br />.017 <br />.012 <br />.087 <br />,083 <br /> <br />.OU <br />.0+3 <br />.0+' <br /> <br />Note: CalcuJ.\lon. bastd on ASHflAE handbook <br />proceduru and anum. wInter heat naw conditIon. <br /> <br />~". ~~~ <br /> <br />lJanufactures of Ouality V'/f1)f [ndororeJ <br /> <br />I Typical Ph)'lI1ctll Proputies 01 EPSb""'lb,tloll . <br />. -~'S!;;~:-..rk;.-AJi.i;m--iM::::'--=i~'. cf~~n-~~~l-J~' yJJr- /h. Jr -~~;.; u---- <br /> <br />n-_ (;_H.~ ot 2M 811J/~.) Cln ... 0.23 o.Z2 0.21 0.20 <br />If 'oct", at 40F (.~ft.)('IL-) C511 0.24 0.2J3 O.U IUl <br />~_ at 7~ 0,28 o.Z~ o.U 0.23 <br />n-....'" R..tst....,. ~ ~ at I ..... _ N: m u; u~ <br />r.,J"u (Jf) at 75f Ihl""'.... J.15 J.n 4.17 4.J5 <br />7~"1'''~ <br />ComJ.lf"aUtve 10% o.r~gtTon <br />r1cxwal <br />r...r.. <br />Slo_ <br />gl." Lloduful <br />1I0dul.. of lJoo\lo~, <br />J/~ R~, <br />WVT <br />/oh..\U.... (vol.) <br />Copll...fI, <br />('f'lf"jkI4tl1 of ~ .I.f/f#IIlM <br />x........... S~ r....,../toIurl <br />to;" .!:~'f'::. <br />.... valu.. _bo..d o. dcr\. .....Iobl. .om flunlom.... <br />Cl1omk:a1 C"'!>or.Uan, MCO Cl10mleal <br />Comp""lI and eAst' eo.poroUon, <br /> <br />pol <br />pll <br />pll <br />pll <br />pll <br />pll <br /> <br />10-14 <br />~JO <br />18-20 <br />18-U <br />28G-J20 <br />180-220 <br /> <br />25-33 <br />50-15 <br />2)-27 <br />33-J7 <br />800-.+0 <br />480-~ <br /> <br />,. <br /> <br />13-11 <br />JO-:J8 <br />17-11 <br />2J-U <br />370-., 0 <br />2&o-3,e <br /> <br />15-21 <br />+0-50 <br />11-12 <br />2'-31 <br />480-~ <br />32o-JeO <br /> <br />01'~1 <br />C20J <br />01813 <br />0731 <br /> <br />P ..... " <br />II <br /> <br />2.o-s.o 1.8-3.5 1.0-15 U-2.0 <br />I... tl1an '.0 I... lI1an 3.0 I... 111.. 3.0 I... Ill.. 2.0 <br />nant norl. I'lOOI "'ont <br /> <br />u. <br />cnl <br /> <br />!'if("Xr) <br /> <br />M98 <br /> <br />O.<JO\l\J3' <br /> <br />o.OOOlisr-~.oWOJ' <br /> <br />'r '.-,-~ <br /> <br />O.ouuo:J. <br /> <br />In <br />lDO <br /> <br />117 <br />1DO <br /> <br />1n <br />180 <br /> <br />1t1 <br />110 <br /> <br />6 <br />@ <br />o <br /> <br />r... PA.no ENa.OS\J~l! SYSTOoI, nmlt.d 10 r.crtOtlon ond outdo... u... onlll- It I. not to b. <br />uud rOC' 0 eorpor1, gDt'og.. ciOC'og. ... hobltobr. ono. <br />uSIN' rUT OATA wrC.oAU ....0 COIoI'AAlnllt AJoW.Y51S <br /> <br />IIiIX 3" X _H14 COMPOSI~E PANEL <br /> <br /> <br />~CHART H J . W5.w~"l!IillN~..J,=.:~..:"... <br /> <br />'rlNJ) SOlPLK SPAN 'W1TH SPAN "1TIJ t5P AN "lTIJ SPAN 1lTfH <br />nnclQIEss VELOCITY" SPAN l'-(j' O/U 2'-(j' olR 3'-(j' OIR ~'-o" olR <br />O.OZ." <br />~NCl OSED 10 M.P.H 13 Y1'. <br />L-!31JU.DING <br />O.Ol~" <br />OPEN <br />BUu.oma <br />f----- <br />0.02~" <br />ENCLOSED 1"" "PH <br />BVTLDING "'v..... 13 'iT. <br />1----- <br />O. OZ~" SEt N011: , 2 NO.""","", ,~...-.- <br />ENCLOSED PT <br />BVIWING l~O }oI.P.H. 10 PT. 1I1~ .,.. <br /> <br />Note: Volues based on therlJ)ol conductivity (k) of 0.14- <br />at 40 F mean lest tempef'aUJre for nominal 1,0 pet <br />density EPS <br /> <br />Thermal ~fflcieney EPS Roof lnsurdttoh <br /> <br />TMd11.U.I <br />2" <br />2-1/2" <br />J" <br />3-1/2' <br />4" <br />~" <br />a" <br />a' <br /> <br />It Ydluj <br />B.3 <br />10,4 <br />12.~ <br />14.6 <br />16.6 <br />20.a <br />aD <br />3J.2 <br /> <br />C Fat/or <br />,12 <br />.10 <br />.08 <br />.01 <br />.06 <br />.OS <br />.04 <br />.OJ <br /> <br />aft. <br /> <br />15 Jtr. <br /> <br />15' -9" <br /> <br />16'4" <br /> <br />10 M.P.H 13 fT. <br /> <br />15'-5" <br /> <br />14 n. <br /> <br />15 n, <br /> <br />16 n, <br /> <br />I <br />I <br />I <br />I <br />l <br /> <br />sa 1'1011: fl <br /> <br />art. <br /> <br />15'-9" <br /> <br />16'4" <br /> <br />HI ~'T. <br /> <br />tl"'fO~ n~ <br />12 yr.' 1Z'-lt <br />" n:. ..tL\ t ~.,. <br />\.\: E.1V-.MPlE <br /> <br />4"'.a~ <br /> <br />\3) <br />J <br />@ <br />-0 <br /> <br />13'- ~" <br />.. ~.",. <br /> <br />SURF"ACE BURNING CHARAC1"ERISl1CS <br />OF V.T. COMPOSIT PANEL <br /> <br />" 2" 3" .' <br />Mc)(Irnul"1\ MClJdmum Mcix1mum Mo:dmum <br /> <br />CD <br /> <br />J <br /> <br />@ <br />4 <br /> <br />u" J( J" 310$-.H14 COMPOSlT PANn CUAA sP^" L~1H <br />ror "A no ENa.OSURf S'YSTOoI, limited to rocrtOtJot\ ond outdoor UIU onl,. It I. not ta b. <br />Ill, \_tar 0 corl rl aoroo" .toroo. or hobltobl. ~ <br />d . ! /80 10 20 25 "'J1" 40 60 &5 70 eo 90 100 <br />. p.5.r. 1'.5."'. p.5.r. P.S.'. P.S."', ".S.'. p.s.r, ".S."', P.S."'. p.S."'. ".S."', <br /> <br />3 1~~i,-ro.AM -' <br />CCHAI.. 1en. lHT13.SFT 13FT. 12n. an. <br />-.---- <br />3 I~ bf9F~~M 1'r1.", fT U FT 12 FT. 10 n. <br /> <br />3 IN. 71 fO.AfA <br />C012 AI.. 17FT.1a.Sf ,aFT, 15fT. 14n. 2.JfT12fT. <br />3 IN,-;f fO^fA 'rT .. <br />lIon AI.. 20" IHT. 17.sn 17.1fT 18 n ~;,t.3!t 1..tT~,kU:; 13.1 n 12 rT. <br /> <br />d "\'-/120 <br /> <br />3 n:jo~:QMl 15 FT. 3.3fi 3.1 FT12.2n <br />.. <br />3 IN ,rom 4.5fT 13FT. 2.2fi lHT. <br />9.'9 uj._. <br />3 IN i." f()}Jo,l e.efT 18 fT. 15 FT. 14 fT. <br />~<~2_AL <br />3 IN. :1' roAM 1 a fT. s.afT S.J fT ..e f <br />..,2)H AL <br />'.~~T" 8 0 r... hobltobl. .pOct <br /> <br />nom. Spr.od 101 Ion '~m 1sitl <br />ruol Conlr1bu~ed - l'Ion O.tormlr1obl. - <br />Smek. O.velop.d 1JO I 1.JOU 1ytU 1~ <br />. ln~<lIl.d Ir1 0 1h1cl<J1..... or ~e..d Ir1 "., <br />wffoc\t"" U11d<n.... a. j'1dlcot.", fur <br />o don~y of 1.0 Ib/n <br />I nom. opr~ ond lIl10h d.."fIIOfl" <br />r.corded ""It ~or1aI rolnblhH ... <br />th. orlglool iOl\ po.i\Ion.1vnltlon of <br />molten r..ldu. on th. n,rnace ftoor <br />r..u1t.d In ~arrot Iravol .qu!volent to <br />colculal"" ~0fTl. ",read oloelincotlon <br />of 15 ond .mol. d.velop.d cloulftco\tOl\ <br />01 ov., 200 . <br />II nom. oprood and lll1'Iok. devolOflH <br />ncOC'd.d ""n. moterfol rom.InH ... <br />It.. original t.., pooltlon.lgn1t1on of <br />molt", r.,ldu. on \h. l\Jrnoc. ~o"'" <br />r..uJt.d In ftom. IrlMll .qulvoJ."t 10 <br />e"'""lol.d nom. ",r~ clofeiftcotlon <br />of 70 ond omok. d.volopod clouJ~cot!on <br />of ov., 500. <br />U ~~:dor::. o~~\:;,tt.t~~.:~:~ <br />th. orl',lloal ll~ po.ltlOI1.1vnlt1on of <br />mallen re.ld... on \II. Furnoc. no"," <br />ruull.d Ir1 nom. Ito"'" equIvalent to <br />co!culol"" nom. opr.od cloulllcotlon <br />of a5 ond .meh d...-.lop.d cleulllcotlOll <br />of "or 500. <br />IKIlU <br />, ..u. UAatlo;S tN<O U14tl1i1l \.ll.'>O <br />I UNlfIlUlW'>O ,., ( '0UIC1I' ~ n fT. ) <br />3 IU ID4<W,s IIOlC A lUll. T r1f ~ TU'1IM <br />AT M.r.L OIl .., U$!H' IUT DATA II O<lII.AJ""nOll <br />WIT" '_11 AIW.."" tALCUl.Allrod. <br />. DAr.. TO It! \JS(:D nJft v.f. ,NII!1J tK.y <br />1 ro.... 'UO lWtJI(D 10 '" .... <br />. '1\1III. """,*,t1lOll 1/IQIlOl1"- to >IN! <br /> <br />"",:,^~..,. .,;. <br /> <br />.~ ". "i: <br /> <br />-,~,.-::>>~'!~r~, <br /> <br />~TD WIlli ill. ..atNiI IY V.T. <br /> <br />E~GiNEIi;~'S cEfiTIrlcAfl6it <br />to nit eE:$T of.' MY l<No\..tt\)Gt <br />ltit f1lANS AN?..: SPt:ClflCA noNS <br />COI>lPt y wrIH H"PuuaU: <br />MINIMUM ~lNG COOES . , <br /> <br />(~.~ <br /> <br />C19'12 $ . <br /> <br />:fl~~ll~, V~~Nmf6r.i:~tC~D <br />IS IMPRESSED Ovt~ S1GNAt1.J~E <br /> <br />L <br />V7 <br />:r- <br />T <br />i \ <br />',. - <br /> <br />y <br />~ <br /> <br />t1 <br /> <br />~11:~#-'fOAfA- <br />~.~24 <br />3 IN', fOAhl <br />Q'J.LL-. <br />J I~I ;., Fa....... <br />'l2 AL <br />3 "" 71 rOM" <br />, (\'~ 11'- <br /> <br />12.1f 11FT. 1a.2fT UfT <br />'\.' r 10.4 n '.1 fT. e.. rT. <br />18FT. 14.2fl 3.HT. 12.,n <br /> <br />7.2FT +.efi J.7fT 3.fFT. 2.6fT 12rT. cGIl""clO..1M... ".O(Ajj'V V.l. <br /> <br />^ . <br /> <br />'~r;' <br /> <br />REVISIONS <br /> <br />~~~"'~~C~'~.},,'r <br /> <br />""AI te: NONE " ...-.....,.>OJ_." - ~:~~,~.~~~ <br />DRAWN: M.K.M. NOT TO SCALE REV: A 6/1lJ/9J <br /> <br />PF~OJECT No,PATIO SCREEN r~Oo'M.. <br /> <br />,.fr <br />";:t;i' <br /> <br />":l~ <br />'1::7' <br /> <br />4-30-92 Ar ,J SNOW LOAD CALC. <br /> <br />, '-...> <br /> <br />A1fLAND -1!.L D~!!S <br />ONLY VINYL-TECH AN1 <br />ANY llODIFlCATlONS M. <br />BY REGrSTERFD PRon <br />6-8-92 REV1~ <br />8-25-92 REv'. <br /> <br />i(fH rug USE O? <br />P.G,T. PRODUCTS <br />S'f BE APPROVED <br />'SlONAL ENGINEER <br />::D SNOW LOADS <br />LD ROOF PANEL CALCS. <br /> <br />VT-1691 <br /> <br />A <br /> <br />DIE.NO, <br /> <br />.\ ",~ <br /> <br />"".~" It .~.~.:-!~::j'" "'.. ~ I ~.J..;.,.t.,t,~r)il;~(.!'~\.-l>~, :\ <br /> <br />n '~' ...\i .. <br /> <br />n. <br />