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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 ;1, WIND (I SPAN SPAN SPAN SPAN SPAN THICKNESS VELOCITY SIMPLE l' O/H 2' O/H 3' O/H 4' O/H ~ --..: 13.20 1~ ~T' UCTURE 1(j0 13.20 13.20 13.20 0.032" 120 12.4U 1 ~."tu ~".An 1') An 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 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 / iA~ tnJ OPEhl-v I luuTURE -- -- ~ 7r 110 '-13.20 13.20 13.20 1C'?n 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 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 *r ,~- '.-"-n DATE q , " , h ' . ,-- , - --" /J BUILC"ING OEPT APPROVED /~ N..u!7 3871 TAMIAMI TRAIl. SUIT! E ~ ALUMINUM Sf'RUCTURZS JlASr.lR PUN PORT OiARLom::. Fl 33952 PAGE 174 OF 286 PHONE: (941) 627-4901 ~ ENGKDlItG, INC. @ COPYRIGHT .AL DGINDRDfG, INC. 2002 FAX: (941) 824-2382 AL ENGINEERING, INC. FLOmOA UCENSE 17441