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ROOF RISER PANEL ~~I SPAN IN DECIMAL FEET 12" X 3.00" 3004-H16 SPAN <= 12', DEFLECTION U80 SPAN> 12', DEFLECTION U180 I 12' I PANEL WIND SPAN SPAN SPAN SPAN SPAN THICKNESS VElOCITY SIMPLE l' O/H ?' "". .... "" 4' O/H - ~ ~PEN STRUCTURE ............... 110 13.20 13.20 13.20 13.20 13.2"0 -"..., 0.032" 120 .... An IL.40 IL."U . rv 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 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 ROOF RISER PANEl SPAN IN DECIMAL FEET 12" X 3.00" 3005-H28 SPAN <= 12', DEFLECTION uao 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 -- 132~~ M:J (' )PEN S T WCTURE ( 110 13.20 13.20 13.20 0.032" l2U 12.40 12.40 12.40 IL.qU 12.4U Sf 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 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 1 ~~~S R<_JI2\N"2;> DATE ~l, 0' BUI!..!:'ING DEPT APPROVED.. I) 3871 TAMIAMl lRAlL. sum: E ~ ALUJlINUJI STRUCTURES JUSTER PLAN PORT OiARUJTlE, Fl 33952 PAGE 174 OF 266 PHONE: (941) 827-4901 DUIIIlIt6.INC. @ COPYRIGHT .AL ENGIND:RIRG, INC. 2002 FAX: (941) 824-2382 AL ENGINEERING. INC. flORIDA UCENSE 17441 , '