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SPAN TABLES <br /> NOTE 1NOUS7RY STANDARD ALUMINUM ROOF PANS <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—RI <br /> A.)/f0'SM.S O 4'(MAX.) O.C. INTO Wt70D BEAM/1•ASCIA (1 1/2'MIN. THICK) 6'STEP FACIA <br /> B.) (2) /10 SM.S O 16'O.C. INTO WALL STUDS ROOF PAN DETAIL <br /> a) (2) /f0 SM.S O 24'O.Q THRU 3/4' (MIN.) FASCIA INTO TRUSS OR <br /> RAFTER TAILS (REPLACE ALL DEIERIORA7ING WOOD, W/FASCIA SECURED <br /> TO RAFTER (TRUSS) TAILS) <br /> D.) 11410 TAPCONS O 8' QC STAGGERED INTO CONC./OM.U. 3" <br /> E.) /10 7EK W/3/4'NEO WASHER O 3' 0 C. (MAX.) IN7v ALUMINUM 1 <br /> FASTENER TO BE DETERMINED BASED ON CONS7RUC77ON OF HOST STRUCTURE I 12n <br /> (ALL FASTENERS TO BE EQUALLY SPACED) <br /> NOTE• 2'MINIMUM EMBEDMENT(TYP. IN70 W OD/CONC./CM.U.) ROOF PAN REINFORCEMENT DETAIL <br /> N.T.S. , <br /> REINFORCEMENT PAN NOTE; <br /> 1) (TYP. O EACH END) OUTSIDE EDGE SUPPORT(6'STEP FACIA + <br /> 2x2) IS REQUIRED <br /> 6' STEP FASCIA W//70 7EK O 12' O.0 2) (TYP. O EACH END) 2'x3'x.050' REINFORCEMENT 2' IN FROM <br /> 7HRU RISER INTO 2x2x.040'S77FFENER STEP FASCM ATTACHED W//10 7EKS O 12' O.C. <br /> (SEE ABOVE FOR ROOF.PAN DETAIL) <br /> (1) /10 TEK W/HEAD 70P OF RISER. <br /> EXTRUDED BOX HEADER <br /> ROOF PAN <br /> EXTRUDED BOX <br /> ® ® HEADER CONNEC71ON <br /> ® USE/10 7EIC W/HEAD <br /> (4) PER ROOF PAN/10 TEK W/3/4' <br /> NEO. WASHER O 5' O.G wo BEAM. <br /> 1'xl'x2 x.060'ANGLE <br /> CUP W/(2)/10 TEK <br /> W/HEAD EACH WAY. BEAM PER PLAN <br /> TYE. SECTION DETAILS <br /> N.T.S. <br /> 3 <br /> DAWD NORRIS ENGINEERING <br /> 112 COLEMAN RD. <br /> WINTER HAVEN. FL 33880 - <br /> (863) 299-1048 P.E. 32186 Pg.' 2-H <br /> C.A. 8283 <br />