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<br />SC1~\IL]~IN~~D ENCIL(\-])SU~9lE <br /> <br />~<;~((;n~cJ~N I V~NVl WAllS AND SOUD COVER <br /> <br />];\[11 f 1. MA><J,\1liM ~)i)AN~; Il)i~ " l\r~[)Ai\li /\llH-W\jUM f,' <br />3105 I! 28 AI LO'y <br />WI'\j[) I O;-\[)S: C!\Rf)()I~ (~::f\I!', "\)()~v1:.';, AND UTHER :JPU, EJiJILDI~.JG::i <br />() 'j C () N [J I T I () N t'J (i ,\ II ~'O H . .J' () I j j' 0 H. <br />.3 " x O. 026 " 1 () U M jj I i W. L . 1 ~/ 1 6 '- 1" 1 6 '- 5 " 1 7' _ 0 " <br />llU MI'II W.I 11' j 14' 5" Lt'-Ie" 1~)'_ (" <br />1 2 () MfJ H W I 1 j' 1.3 'H ~) " L'J '. 7 " 14' __ 4 " <br />3" x U 03/" 10U MP!I 'Nt 13'..10" 18' .11" 19'~. 3" 19' g" <br />1 10M P I 1 IN I 1f; , lb' 11" 1 i' -- 4" i j' 11" <br />1 ) U M f' Ii W 'i" ,1" 1 :) 6" 1 :,>' -- 1 1 " ~ ()' _ 6 " <br />U VL I () AD; A I.! iJ II it Ii i r~:, il I ) L :) <br />C).H. cmml liON rj(1 C\H <br />." > 0 0 2 6 " ;, I) I ! 1 () , <br />::0/1/,1 I l I.Y I" <br />3" x 0032" ;; #/':..;1, L.I. 1",'. 't <br />jCJ ! .1 : 4' 11" <br />1 JO 1/\1 f\OQF PM,! l WI, ill I~C)OM <br />2. H1[ SMALLlC) r V/\l UI UI I HI VM~I) <br /> <br />I M3lf 1. Mj.><I~.I1UM C.;PMj''; I ()h' <br />fl !\ N E L W/~ 1 ( i' I I 11 <br />Wirm LOADS <br />CARfJOf\ rs, :3Cf'\f FrJ & Vlr~YI <br />011. CONDIIlmJ <br />3"x 0 026" 100 ~1PH W!_ <br />110 MI1II WI <br />1:10 \1f1H WI. <br />3"x 0.0.52" 1 00 Mf)H Wl. <br />110MPHWl <br />120 MPH W 1_. <br />4"x 0.026" 1 00 Mf'Jlj W.l. <br />11Cl MPII WI. <br />1:2U MF'H W.i. <br />4"x ()OS)" 100 ~llfJfl Wl <br />110 MPH Wl. <br />120 MPH W.L. <br />ll\lE LOAD (INCLUDES 2 # /SI <br />ALL BUilDING TYPES <br />3"x 0.026" <br /> <br />3"x 0.032" <br /> <br />4"x 0026" <br /> <br />4"x 0.032" <br /> <br />1. JOTAl_ ROOF <br />2 THE LESSER <br /> <br />f 1 II N [I. S OF <br /> <br />l' O.H. 2' O.H. 3' O.H. <br />1(:,' 2" 16'.- 7" 17'- 2" <br />15' j" 1.3' ~ 8" 14'- 5' <br />Hr- 5" 18'- 9" 19'- j" <br />L)' 1" 15'- 6" 16'- 1" <br />WiD rH PI US Wl\,lL WIDTH PLUS OVERHANG. <br />I DAD T ABl E OR THE L.L TABLE GOVERNS. <br /> <br />IN!ilJS TRi S r ANDARDALUMINUM COMPOSITE ROOF <br />I :)~J At UMlf\jUM Nl_OY SHEATHING & 10# EPS CORE <br /> <br />f~ClJM:" AND <br />f\jU (I f I <br />i ~)' 4" <br />Ij g" <br />6" <br />1 b' 8" <br />1 it'll " <br />7" <br />8" <br />I)" <br />~ Oil <br /> <br />L','.. <br />1,' <br />,) <br />1'1 <br />17' <br />11:-3' <br />16' . <br />15' <br />DE/\I' <br /> <br />8" <br />g" <br />j" <br />lOAD) <br /> <br />o IH t f~? <br />l' CUi <br />15'- 6" <br />1.3'- 11" <br />l' 8" <br />16'-- 9" <br />1 ~)'- 0" <br />13' 9" <br />1 r,'._ 10" <br />14' 2" <br />U'- 0" <br />18'~ 10" <br />16 '-- 10" <br />15'- 4" <br /> <br />OPEN BUll_DINGS. <br />2' 0'1 3' <br />15'- 10" <br />14' -- 4" <br />13'- 2" <br />17' ~- 2" <br />15'- 5" <br />14' - -," <br />16'- 2" <br />14'-- 7" <br />13'- 5" <br />19'- 1" <br />17'- 2" <br />15'- g" <br /> <br />OH <br /> <br />10' <br />,0 - <br /> <br />6" <br /> <br />22#/St- 13'- 1" 1.3'- 2" 13'- 8" 14'- 5" <br />32#/~)F 10' 10" 11'-- 0" 11'-- 6" 12'- 5" <br />22#/SF 14' 2" 14'- 4" 14'-. 9" 15'- 5" <br />32#/51 11' g" 11'- 11" 12'-- 5" 13'- 2" <br />22#/Sf 13' 5" 13'- 6" 14'-- 0" 14' 8" <br />32#/<:";f 11'] 11'- 3" 11'- 9" 12'- 7" <br />22#/SF 15' 11" 16'- 0" 16'- 5" 17'- 0" <br />:57#/',[ 13' ]" 13'~ 4" 13'- 9" 14'- 6" <br />PANEL WID IH =c ROOM WID IH + W/\ll WIDTH + OVERHA\JG. <br />SPAN OF WIND LOA!) OR LIVE LOAD SHAll GOVERN. <br /> <br />15' -- 0" <br />1.3' 11 " <br />17' - 9" <br />16'-. 1" <br />14'- 10" <br />16' - 10" <br />15' - ]" <br /> <br />14'- <br />19' -- <br />17'- <br />16'- <br /> <br />"l" <br />L <br /> <br />7" <br /> <br />9" <br />4" <br /> <br />Ii "\,'7[],@UO@@ ~o ~@GUuo@aaf) LPo@;o <br />fNGINEER Ar'JD DEVELOPMEN r CONSUL TA~n <br />I' O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 <br />F'HONE:' (904) 767-4774 <br />fAX (904) 767--6556 <br /> <br />-31- <br /> <br />@ COf'YfiIGHT, 1995 r.JOT 10 Uf f<II'f<()[)l!li [1 I~.J WII()1 L ,m IN fOAR1 WiTHOUT Wf,ITlEN <br />fOERMISSiO~; f ROM I AWR['.iCE t BENNE TT, fOE. <br /> <br />SECTION: 2 <br />PAGE 3=~2 <br />