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NO INDUSTRY STANDARD ALUMINUM ROOF PANS SPAN TABLES <br /> SHALL BE OF ALUMINUM ALLOY 3105-H14 OR H25 FOR INTERLOCKING (3-X12") ALUMINUM PAN <br /> SPAN TABLES ARE BASED ON FLORIDA <br /> EXTRUDED BOX HEADER ATTACHMENT OPTIONS PRODUCT APPROVAL NUMBER FL19131-Rl <br /> A.) #10 S.M.S. 0 4- (MAX) D.C. INTO WOOD BEAmIYASCIA (1 112-MIN. THICK) 6" STEP FACIA <br /> B.) (2) #10 SM.S. 0 16' D.C. INTO WALL STUDS ROOF PAN DETAIL <br /> C.) (2) #10 S,M.S. 0 24- O.C. THRU 314- (MIN.) FASCIA INTO 7RUSS OR <br /> RAFTER TAILS (REPLACE ALL DE7ERIORA 77NG WOOD, W1 FASCIA SECURED *OUTSIDE EDGE SUPPORT <br /> TO RAFTER (TRUSS) TAILS) (NOT REQD FOR SPANS <80%OF MAX.) <br /> 6"S 7EP FACIA MA 7ED WITH <br /> D-) 114-0 TAPCONS 0 8- O.C. STAGGERED INTO CONC./C.M.U. 2-x2-x.040-xFULL LENGTH W1 3" <br /> #10 TEK 0 12"O.C. <br /> E) #10 TEK W1 314-NEO. WASHER 0 3- D.C. (MAX.) INTO ALUMINUM <br /> FASTENER TO BE DETERMINED BASED ON CONSTRUCTION OF HOST STRUCTURE <br /> (ALL FASTENERS TO BE EQUALLY SPACED) 120' <br /> NQ.M- 2"MINIMUM EMBEDMENT(TYP. INTO WOODICONC./C.M.U.) <br /> ROOF PAN REINFORCEMENT DETAIL <br /> 1. OUTSIDE EDGE SUPPORT(6' STEP FACIA + 2x2) IS REQUIRED <br /> UNLESS SPAN < BOX OF MAX. <br /> 6-STEP FASCIA W1#10 TSK 0 12- O.C. <br /> 774RU RISER INTO 2"x2"x.040' S77FFENER <br /> (SEE ABOVE FOR ROOF PAN DETAIL) <br /> 0) POO TSK W1 HEAD TOP OF RISER. <br /> EXTRUDED BOX HEADER <br /> ROOF PAN <br /> EXTRUDED BOX <br /> HEADER CONNEC77ON <br /> USE#10 TEK W1 HEAD <br /> (4) PER ROOF PAN #10 TEK W1 314- <br /> NEO. WASHER 0 J" O.C. INTO BEAM. <br /> l'xl'x2'X.060"ANGLE <br /> CLIP W/(2) #10 ASK <br /> W1 HEAD EACH WAY. \-BEAM PER PLAN <br /> -TYP. SECTION DETAILS <br /> N. TS. <br /> DAVID NORRIS ENGINEERING <br /> 112 COLEMAN RD. <br /> WINTER HAVEN, FL JJ880 <br /> (863) 299-1048 P.E. 32186 Pg. 2-H <br /> C.A. 8283 <br />