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<br />IN TERL OCKING ROOF PANS <br /> <br /> ROOF PAN (ALLOY .300.3 H-16) PAN AJAX SPAN <br /> I~ SA' AJAX SPAN WI fINER III. <br />[~'J n <br /> ,026 .450 13'- ,," 16'-0" <br /> < <br />'t' VARIES-....... I <br />I. 12~ ~ <br /> ,0.32 .608 15'- 6" 18'-6" <br />-ff ~ { <br />'( - .0.32............ ,0.32 ,.146 11'- 0" 1.1'-0" <br />I Ir " I <br />NOTE,' PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (Up TO .3' MAX.) SPANS MA Y BE INCREASED 2. <br />FOR EACH 12~ OF OVERHANG, CONSUL T AN ENGINeER FOR <br />GReA TER OVERHANG, <br /> <br /> <br />J" STRUCTURAL ALUM, <br />ROOF SYSTEM <br />2" s.AJ. BeAM (SeE CHARTS) <br />(2) 1/4~ OIA,.)t 3 1/2' ST. THRU <br />BOl. TS <br /> <br />J 1/~' x 1 1/2" X 7/8" [ BASE W/ (2) <br />1/"" OIA. TAPCONS OR EOUIV./pOST W/ <br />(2) 1/4" 011.. 11 J 1/2" STL. THRU SOl. TS <br />- rop OR SIDE MOUNT ALLOItf'D- <br />ALUM. BASE INSERT <br />W/ (2) 1/4" OIA. X 2 1/4' TAPCONS <br />(2" MIN,-EMBeD, TYP.) SECURE ALUM. <br />COL. W/, (2) 1/4" OIA. THRU SOL TS <br /> <br />.,'/1. ... <br /> <br />NEW OR EXISTING <br />4" 2500 PSI CONe, SLAB <br />(SEE PAGE I-H) <br /> <br />SEE POST CONN. <br />DETAILS PAGE I-F <br /> <br />ALUMINUM ROOF PANS - 12' X 2, S' X 8105-H381 PANCL <br />AS HANUF'ACTURED GY ROYAL ALUHINUH, INC" LEESJ1URG, F'LORIlJA <br /> <br /> WIND SPAN '11/ SPAN '11/ SPAN ../ <br /> TH 1 CKNE's'.'\ VFLDClTY " n/H P' D/H .~, n/H <br />OPEN 100 HPH 13' -8' 14'-0" 14'-4" <br />BUILDING ,024' 110 HPH 12' -8' 13' -0" 13'-4' <br /> 120 HPH 1 l' -S' 12'-0' 12'-4' <br />PART IAL 100 HPH 11' -S' 12'-0" 12'-4' <br />eNCLOSED ,024" 11 0 HPH la' -S' 11' -a' 11'-4' <br />BUILDING 120 "'PH la' -a' la' -4" 10'-S' <br />ENCLOSED 100 HPH 13' -4' 13' -8' 14'-0' <br />BUILDING ,024' 110 "'PH 12'-0' 12'-4' 12'-S' <br /> 120 ",PH 1 J' -4' 1 J,' -S' J2' -0' <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTENER TO BE OETERMINED <br />BASED ON CONSTRUCTION OF' <br />HOST STRUCnJRE <br />/10 S.M.S. X I 1/2' 0 8' <br />O.C. INTO !tOOO <br />.aB <br />(2) /10 0 16- O.C, INTO WALL STUDS <br />!Jf1 <br />(2) [10 X 2" 0 24" O.C. THRU <br />.1/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />J2B <br />1/4"~ TAPCONS 0 8- Q,C. STAGGERED INTO CONe. <br />W/ /10 S.M,S, THRU REC. HEADER INTO PAN BOTTOM <br />liIJE;. 1 1/4" MIN, EMBEDMENT INTO CONC. <br />I 1/2" MIN. EMBEDMENT INTO 1+t?0D <br /> <br />* REPLACE ALL DETERIORA TING <br />WOOD; W/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br />lJAVIlJ NORRIS ,HGiNCF:R/NG <br />DES/GNED TO '<)7 STANDARD BUILDING CODE <br />PER CHAPT. /606 FOR 110 MPH WIND <br /> <br />CARPORT / OPEN PA TlO <br />DETAIL W/ ROOF ATTACHMENT <br />N. T. S. <br /> <br />Pg, ]- D <br /> <br />OP/RF:S AFT,R 2-01-03 <br />