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ROOF RISER PANEL ~~I SPAN IN DECIMAL FEET 12" X 3.00" 3004-H16 / SPAN <= 12', DEFLECTION Ll80 SPAN> 12', DEFLECTION Ll180 ~- 12' -l PANEL WIND SPAN SPAN SPAN SPAN SPAN THICKNESS VELOCITY SIMPLE l' O/H 2' O/H 3' O/H 4' O/H OPEN STRUCTURE 110 13.20 13.20 13.20 13.20 13.20 0.032" 120 12.40 12.40 12.40 12.40 12.40 130 12.00 12.00 12.00 12.00 12.00 140 12.00 12.00 12.00 12.00 12.00 110 13.70 13.70 13.70 13.70 13.70 0.036" 120 12.90 12.90 12.90 12.90 12.90 130 12.20 12.20 12.20 12.20 12.20 140 12.00 12.00 12.00 12.00 12.00 110 14.20 14.20 14.20 14.20 1420 0.040" 120 13.40 13.40 13.40 13.40 13.40 130 12.60 12.60 12.60 12.60 12.60 140 12.00 12.00 12.00 12.00 12.00 ROOF RISER PANEL SPAN IN DECIMAL FEET 12" X 3.00" 3005-H28 SPAN <= 12', DEFLECTION U80 SPAN> 12', DEFLECTION U180 PANEL WIND SPAN SPAN SPAN SPAN SPAN THICKNESS VELOCITY SIMPLE l' O/H 2' O/H 3' O/H 4' O/H OPEN STRUCTURE 110 13.20 13.20 13.20 13.20 13.20 0.032" 120 12.40 12.40 12.40 12.40 12.40 130 12.00 12.00 12.00 12.00 12.00 140 12.00 12.00 12.00 12.00 12.00 110 13.70 13.70 13.70 13.70 13.70 0.036" 120 12.90 12.90 12.90 12.90 1290 130 12.20 12.20 12.20 12.20 12.20 140 12.00 12.00 12.00 12.00 12.00 110 14.20 14.20 14.20 14.20 14.20 0.040" 120 13.40 13.40 13.40 13.40 13.40 130 12.60 12.60 12.60 12.60 12.60 140 12.00 12.00 12.00 12.00 12.00 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSIBLE MINIMUM GAGE LIMITED TO 0.032 BY FBC 2003.8.2.2 3871 TAMIAMl mAIL. sum: E ~ ALUMINUII STRUCTUR8S .IlAST8R PLAN PORT CHARlOTlE. F1. 33952 PAGE 174 OF 266 PHONE: (941) 827-4901 8&tEBlItG, INC. @ COPYRIGHT AL ENGINK!:RING, INC. 2002 FAX: (941) 82+-2382 Al ENGINEERING, INC. flORIDA UCENSE #7441 III I I . . . . . . . . . . II II - -- --