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<br />ROOF PAN (ALLOY JOOJ H-16) <br /> <br />/IV lCJ~LVv"/lVV rivvr r ,...,y.... <br /> <br />--, <br /> <br />. <br /> <br /> <br />~- ~ <br />I <br /> <br />'t' VARIES, <br /> <br />12- <br /> <br />fj <br />I <br /> <br />'t' - .OJ2" <br /> <br />12" <br /> <br />PAN "'AX. SPAN <br />Sx "'AX. SPAN II aJtll.'R lJIt <br /> <br />~ <br /> <br />.026 ,450 IJ'- 4- '6'-O~ <br /> <br />I <br />I <br /> <br />,OJ2 .608 15'- 6- <br /> <br />'8'-6~ <br /> <br />[ <br />I <br /> <br />.OJ2 .346 ".- 0" <br /> <br />'J'-O~ <br /> <br />NOTE:: PANS MA Y OVE:RHANG 7/5 OF SIMPLE SPAN, (UP TO J' MAX) SPANS MA Y BE INCREASED 2" <br />FOR EACH 12- OF OVE:RHANG. CONSULT AN ENGINEER FOR <br />GREA TE:R OVE:RHANG. <br /> <br /> <br />.J- STRUCTURAL ALUM. <br />ROOF' SYS TEll <br />2- S.II. BEAM (seE CHARTS) <br />(2) 1/4- OIA.x J 1/2" ST. THRU <br />SOL 1$ <br /> <br />J 1/6- X 1 1/2" X 1/8" ( BAse W/ (2) <br />1/4" OIA. TAPCONS OR tOUIV./POST w/ <br />(2) 1/4" OiA. K .J 1/2- Sn.. THRU BOt.. TS <br />- TOP OR SlOt llOUNT ALLOItEO- <br /> <br />ALUII. BAst INstRT . <br />w/ (2) .1/4- O/A. X 2 1/4" TAPCONS <br />(2- IIIN. -DISCO. TYP.) stCURC ALUII, <br />coc., W/ (2) 1/4" OIA, "THRU BOLTS <br /> <br />NEW OR EXISTING <br />4 - 2!JOO PSI CONC. SLAB <br />(stE PAGE I-H) <br /> <br />ALUHlNUH ROOF PANS - 12' X 2, 5' X BIOS-H3SI PANEL <br />AS HANUFACTURCD GY ROYAL ALUHINUH, INC., LEESBURG, FUJRIDA <br /> <br /> WIND SPAN w/ SPAN JI/ SPAN lr/ <br /> THICKN€SS VCLOCITY I' O/H 2' O/H 3' O/H <br />OPEN 100 HPH 13' -S' 14'-0' /4' -4' <br />MJILDING ,024' 110 HPH 12' -B' 13'-0' 13' -4' <br /> leD HPH / I ' -S' 12'-0' 12'-4' <br />PARTIAL 100 HPH 11 ' -S' 12'-0' 12'-4' <br /> - <br />ENCLOSED .024' 110 HPH 10' -S' II' -0' II' -4' <br />lUlL DING - <br /> /20 HPH 10'-0' 10'-4' 10'-8' <br />ENCLOSED 100 HPH 13' -4' /3' -8' 14'-0' <br />lUlL DING . De4' /10 HPH /2' -0' /2'-4' 12'-8' <br /> /20 HPH 1/' -4' I/'-S' 12'-0' <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTENER TO. BE DETERMINED <br />BASED aN CONSTRucnON OF <br />HOST STRUCTURE <br />110 5.1.1.5. X 1 1/2- 0 8" <br />Oc. INTO ..000 <br />~ <br />(2) 110 0 16- OC INTO. WALL STUDS <br />QB <br />(2) 110 X 2- (124" OC THRU <br />J/4- (MIN.) FASCIA INTO. TRUSS OR <br />RAFTER TAILS <br />QB <br />7/4'" TAPCONS (18- OC STAGGERED INTO. CONC <br />W/110 S,M,S. THRU REC HEADER INTO. PAN Bo.TTOM <br />!::iQlL 1 1/4" MIN, EMBEDMENT INTO. Co.NC. <br />1 1/2- MIN EMBEDMENT INTO. Woo.D <br /> <br />* REPLACE ALL DETERIORA nNG <br />WOOD; w/ FASCIA SECURED <br />TO. RAFTER (TRUSS) TAILS <br />DAVID NORRIS ENGINEERING <br />DESIGNED TO . 97 srANDARD BUILDING CODE: <br />PER CHAPT. 1606 FOR I/O "'PH /lIND <br /> <br />CAPPORT / OPEN PA TlO <br />DETAIL W/ ROOF ATTACHMENT <br />N. T.$. <br /> <br />Pg. <br /> <br />EXPIRES AFTER FEB. L '0/ <br />