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<br /> ROOF PAN (ALLOY 3003 H-16) PAN MAX SPAN <br /> I T1ICJi1ES!J Sx MAX SPAN WI fINER III. <br />[n '"'1 <br /> .026 ,450 1:$'- 4." 16'-0" <br />'t' VARIES-....... I <br />I, 12- I <br /> ,032 ,608 15'- 6" 18'-6" <br />fJ - { <br />'f - .032-........ ,032 ..146 11'- 0" 1.1'-0" <br />I 12" I <br />NOTE: PANS MA I' OVERHANG 1/5 OF SIMPLE SPAN, (UP TO .1' MAX.) SPANS MA I' SE INCREASED 2" <br />FOR EACH 12- OF OVERHANG. CONSUL T AN ENGINEER FOR <br />GREA TER OVERHANG. <br /> <br />INTERLOCKING ROOF PANS <br /> <br />ALUHlNUH ROOF PANS - 12~ X 2, 5" X 8105-H381 PANCL <br />AS HANUFACTURCD GY ROYAL ALUHlNUN, INC., LECSJlURG, FLt:1I!lDft <br /> <br /> <br />SECURE ALUM. PANS <br />W/ (3) "0 S.M,S./PAN <br />W/ W....SHERS (TYP, . EA. END) <br />OPE <br /> <br /> II/ND SPAN ,,/ SPAN r/ ,S!!~, ../ <br /> THICKNeSS VeL DC I TY I' O/H 2' I1/H :jJj,itUH <br />OPEN 100 "'PH 13' -S' 14' -0- '11\ift-.,," <br />BUILDING ' 024~ lID "'PH 12'-S' 13' -0. 13~-4" <br /> J 20 "'PH J l' -S' . J2' -a. Ul' -4. <br />PART IAL 100 "'PH 1 l' -S~ J 2' -0. 12'-4" <br />ENCLOSED ,024' J 10 "'PH J 0' -S' 11'-0. 11'."'" <br />BUILDING J20 "'PH J 0' -a' 10' -4. 10'.B' <br />ENCLOSED JOO "'PH 13' -4' 13' -S" J"'.O" <br />BUILDING ' 024" 11 0 HPH 12'-0' 12'.4" 12'-B" <br /> 120 HPH 1 l' -,,' 11.' -S' 12'.0' <br /> <br />J" STRUCTURAL ALUM. <br />ROOF SYSTEM <br />2" S.M. BEAM (SEE CHARTS) <br />(2) 7/4- OIA.x 3 1/2" ST. THRU <br />BOt. TS <br /> <br />3 1/6" X 1 7/2" X 7/8" C BASE W/ (2) <br />7/4" 01..... TAPeONS OR EOUIV./POST W/ <br />(2) 1/4" DIA. Jt J 7/2" S7L, THRU BOL TS <br />- TOP OR SIDE MOUNT ALJ.OItE'D- <br />ALUM. BASE INSERT <br />W/ (2) 7/4" DIA. X 2 7/4" TAPCONS <br />(2" MIN. -EMBED, TYP.) SECURE ALUM. <br />COL. W/ (2) 1/4" 01,1" THRU BOLTS <br /> <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />F AST'ENER TO BE OETE:RMINED <br />SASEO ON CONSTRUCTION 01' <br />HOST STRUCTURE <br />/10 5.M.S. X 1 1/2. (I s. <br />O.C. INTO WOOD <br />JJ1I <br />(2) /10 0 16. O. C. INTO WALL STUOS <br />JJ1I <br />(2) /'0 X 2" 02"" O.C. THRU <br />.1/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />J)B <br />1/4"~ TAPCONS 0 B" O,C. STAGGEREO INTO CONe. <br />W/110 S.M.S. THRU REC, HEADER INTO PAN BOTTOII <br />1iJllZ;. 1 1/4" MIN. EMBEDMENT INTO CONe. <br />1 7/2" "'IN. EMBEDMENT /NTO KelOD <br /> <br />*REPLACE ALL DETER/ORA nNG <br />WOOD; w/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br />lJAVlD NDI?RlS ~NGIN~~RING <br />lJES lGNElJ TO ' 97 STANDARD BUILDiNG CODE <br />PER CHAPT, J606 rOR J 10 HPr-I 1111'10 <br /> <br />Pg, }-D <br /> <br />SEE POST CONN. <br />DETAILS PAGE l-F <br /> <br />"~~';>:':';.( ~.:.. j '.: :' . <br />..., .. NEW OR EXISTING <br />4" 2500 PSI CONC. SLAB <br />(SEE PAGE I-H) <br /> <br />CARPORT / OPEN PA TlO <br />DETAIL W/ ROOF ATTACHMENT <br />N, T.S. <br /> <br />CXPIRES AFTCR 2-01-03 <br />