10180120_1125 N. JACKSON - Plan (2)

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SOLID COVERS 4.0 3"PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURE3-x8» 8000..Flat Panel (Single Span) MU12 2 Ground Panel Wind Speed and Exposure Snow Load Gauge ED<posure B Exposure C 1 (psf)(in} 85 90 110 85 90 105 110 120 130 10 0.020 10--7 10'-9" 7'-2- 7-10» 7'.6' 6*-4" 6'-0" 5'-6- 3'-7- UVE 0.025 13-7" 1209" 8%4" 11'-4- 10'-8- 7-4" 7-0" 6'-5" 5-110.032 167 15'-3- 12'-4- 13'-6- 12'-9- 10'-10' 8'-4- 7-7" 7'-{r Steel 0.018 17'-1" 17-10 14'-1' 157 14'-7" 12'-4" 11'-9' 10*-ir 7-11-Steel 0.024 20'-3" 200-3° 17-3- 19'-1" 17'-11' 15-11* 14'-4° 13-0- 11'-11' 0.020 9'-1- 9-1" 7-2" 7'-10" 7-5 6'-4" 6'-0" 5-6- 37 0.025 11'-5" 11%5" 8'-4" 10'-11" 10'-6- 7'-4" 7-0" 6%5' 8-11 0.032 14'.4'. 14'-4" 1244' 13'-6- 12'-9- 10'-10' 8'-4- 74" 7'4- - Steel 0.018 14'-6" 14'-6"- 13'-39 13'-10' 13'-3- 1214" 119 107 7--11-Steel 0.024 17'-3" 17*-30 15'-10' 16'-6" 15%10° 14'-9- 14.0-4" 15-(r 11'-If 0.020 9'-1- 8%8" 7-2- -7-10- 745" 6'-4-60-0" 5'2.6.3-r 0.025 11'-5- 10'-11' 8'-4' 1047 10'% 7'4" r-0- 6'€ 5-117 0.032 14'-4- 13'-8" 12-4- 13'-7 12'-9- 10'-10' 8'-4- 7-7- 7-0- Steel 0.018 144' 13'-10' 13'-3- 137 13'-3- 12'-4- 11'-9.1 10.-8- 7'-11-Steel 0.024 17-3' 16'€' 15'-10' 15'-10' 15-10- 14'-9- 14'-30 13'-0' 11'-11' 0.020 87"' 8-y 7'-2° 7-10" 7-5" 6%4-6'-0" 5'-6- 5-7 0.025 10'-11" 10'€ 8'-4' 10'-1- 10'-1- 79" 7-0- 61·5- 5-11- 0.032 137 13'-2 12'-2- 12'-8" 12'-8' 10.-10' 8'-4- 7'-r 7-0- Steel 0.018 13'-10- 137 12'-4- 12-10'12'-10"11'-11• 117 10'-8- 7-11-Steel 0.024 16-6" 15'-10' 14'-9" 157 15'-3- 14'-3= 13-11 13&0" 11'-11' 0.020 Te 7-8"7-2"7-5-7-27 G.4.5-0" 5'-6.9.-r 0.025 ' 9'-9- 90-9" 8'-4- 9'-5"90-1 7-4'74- 6'-5- 5-11 - 0.032 12-2- 12'-2- 11'-5- 11'-9" 11'-5" 10'-97 8'-4' 7-7" T-0" Steel 0.018 12-4' 12,4- 11'-7- 11'-11' 11'-7- 10'-11' 10'-11'·10'-5" 7-11"Steel 0.024 14'-9" 14-99 13-10' 147 13'-10' 13'-1" 13'-1" 12-5- 11'-10'0.020 67 6'4" 67 67 · 67 5-0- 5-10" 9-6- 3'-r 0.025 7-11" 7-11- 7'-11 7-11" 7-11" - 714- 7'-0- 6'-5'St-11. 0.032 10'-0' 10'-0- 10'-0* 10'-0" 10'-0- 9'-7° , 8'-4- 7'-7- 7-0= Steel 0.018 10'-2' 10'-2' 10'-2" 10'-2" 10'-2° 9'-9'9-r 94' 7-11'Steel 0.024 12-2" 12'-2- 12'-2" 12'-7 12'-2, 11=7" 11'-5- 11'-2- 107TABLE 4.5 3912' Olympic Panel (Single Span) MU11 Ground Panel Wind Speed and Exposure Snow Load - Gauge Exposure B Exposure C (psl)(in) 85 90 110 85 90 105 110 120 130 10 0.020 T.Er 7'-4" 6-11" 6'-6'6'-2" 5'-3" 3-6" 3'-0"Zir LIVE 0.025- 11'-2" 10'6' 6'-11' 70-T' 7-1- 6'-1" 5-90 5'-4- 3%5- 0.032 13'-3- 12'-6" 8'-2° 11'-1- 10'-5" 7-2" 6'-10- 6'-3" 5'-9" 0.036 14'-e 13'-7 11'-0" 12-V 11'-4" T-10- 7'-5- 6'-10' 5-3' Steel 0.018- 11'-7" 11'-7- 7-11" 10'-11' 8'-3" 7-0" ·6'-8" 6'-1 5-r Steel 0.024- 15'-2- 15'-2- 13'-3- 14'-5' 13'-9 11'-7 11'-0- 8'-1- T-5" 20 0.020 7-6'7-4- 5-11" 6'-6" 6'-2'9-32 3-6' 7.-[r 21-711 LIVE 0-025 9'-6' 9'-6' 0-11° 7'-7- 7'-1" 6'-1- 5-9- 50-4- 3'€' 0.032 11'-11 11'-11' 8'-2- 11'-1- 10'-5' 7-r 6-10" 6'-3" 5-9" 0.036 13'-1" 13'-1" 11'-0" 12'-1' 11'-4" 7-10" r-5- 6'-10- 6%3" Steel 0.018" 9'-5" 94= 7-11- 8'-10" 8'-3- 7-0" 6'-8" 6'-1- 5'7Steel 0.024' 13'-3" 137 17-4" 12'-9" 12'-40 11'-7- 11'-0- 8'-1- 7*-5- 25 0.020 T-e 7'-2- 5'-11" 6'-6- 6'-2" 50-3" 3'-6"3-0"2--r 0.025 9'-6" 9'-0" 6'-11" 7-7" 7'-1- 6'-1' 5-9" 5-4- 5-6- 0.032 11'-11 11'-4" 8'-2- 10'-10" 10'-6- 7-2" 6'-10' 6'-30 5-9" 0.036 15-1 0 12'-6" 110-0- 12'-0= 11'-4- 7-10- 7'-5- 6'-10- 5-3"Steel 0.018" 9-5' 9'-5' 7'-11" 8'-10' 8'-3" 7-0' 6'-8" 6'-1- 5-7-Steel 0.024' 13'-3' 12-9 12'-4" 12'-4" 12,-4" 11'-7» 11'-0" 8'-1- 7-5- 30 0.020 77 6'-10" 5'-11- 6'-6- 6'-2" 59'34/ 14- 2 7. 0.025 9'-0 8'-8 e-11- 77 7'-1- 6'-1-5'-9 5-4.7 3-5. 0.032 11'-4- 10'-10" 8'-20 10'-5- 10'-50 1-2' 6'-10' 6'-3- 5'-9 20 1 LIVE 25 40 1 60 :x8' 8000 Flat Panel (Muttispan) MU12 Ground Panel Wind Speed and Exposwe inow Load Gauge Exposure B Exposure C (psf) (in) 85 90 110 85 90 105 110 120 130 10 0.020 8'-5" 845° 7-4" 70-100 7-4- 67 6*-T' 60-0" 5'-7- LIVE 0.025 99100 9'-10' 8'-8- 9-3" 8'-8" 7'-10" T-10" T-7 6-8"0.032 11'-9- 11'-9" 10'-47 11'-On 10'-6- 9'-5- 9'-2 8'-8- 8'-09Steel 0.01812-11" 12'-110 11'-5* 12-1- 11'e 10'-40 10'-4- 9-6" 8'-107Steel 0.024 15'-8- 15'-8' 14'-0. 14'-9" 14'-0". 12'-9- 12'a" 11'-9" 4'-00 20 0.020 7'-0" 7'-00 6'-4" 6'-7" 6'-4- 5'-10- 5'-10" 5'-5- 4'-4" LIVE 0.025.87 87 7-6- 7'-10" 7-6" 6'-11- $11" 60-5- 6'-0"0.032 ·9'-10- 9'-10" 9-0" 9'-5- 94- 8'-4" 8*-4' 7-9" 7-4,Stee!0.018 10'-10' 10'-10- 9-11 10'-4- 9--11' 5-2' 9'-2" 8'-6" 8'-6"Steel 0.024 13'A" 13'-4' 12'-2" 17-9" 12'-2' 11'-4" 11'-4" 10'-7- 8'-100.020 7'-0" 67 6-4" 6'-4" 6'-4- 50-10" 5-7- 9-5" 4'-4'0.025 8'-3- 7-10" 7-6" 7-6- 7-6- 6'-11" 6'-8" 6%5" 6'-0-0.032 9-10 9'-e 9'-0' 9'-0" 9'-0" 8'-4" 8'-0" 7'-9" 7'-4"Steel 0.018 10'-10' 10'-4" 9-11" 9-11- 9'-11" 97 8'-10" 8'-60 80-·0"Steel 0.024 13'-4" 12'-9- 12'-2- 12'-2" 12-7 11'-4" 11'-0- 10'-7' 8'-10- 0.020 6-7" 6'-4" 5'-10- 6'-0-6.-0.50-7" 5-5=5'-2" 4'-2 0.025 7-10" 7'-6- 6'-11" 7'-27 7'-2«' 6'-8- 6%5" 6'-3" 5-10" 0.032 9'-5"9'-0" 8'-4' 8'-8" 8'4- 8'-0- 7-9" 7€ 7-1- Steel 0.018 10'-4- 9'-11" 9'-r 91-6" 9'-6- 8'-10" 8'-6- 8'-3" T-9-Steel 0.024 12-9- 12'-2- 11'-4" 11'19" 11'-9' 11'4" 107 90-1' 8'4" 0.020· 5'-10" 5-10" 5-5' 57 5'-5" 4'-7" 40-6" 4-2" 4'-0" 0.025 6'-11- 6'-11" 61.6- 6'-80 6'-5- 6'-0" 6'-0- 5-8" 5'-5"0.032 8'-4- 8-4- T-9' 8'-0- T--9- T-4 74' 6'-11- 6'-7"Steel 0.018 9&2" 9'-2= 8'-6" 8'-10- 8'-e 8'-0" 8'-0' 7'-6- 7'-2-Steel 0.024 11'-4" 11'-4" 10'-7 11'-00 10'-7 90-y 9'-1- 8'-6" 8'-2" 0.020 47 4-7- 4'-3- 4'-4-4'-3. 4'-1- 4'-0 9-0. 00-0. 0.025 5-7- 57 5'-7" 5'-7- 5'-7" 57 4'-10" 00-0" 0'-00 0.032 6'-9"6'-9" 6'-9" 9-9" 69 6'-5 67 60-2" 5'-11Steel 0.018 · 7'-4- 7-4* 7'-47 7-4" 7'-4 7'-0" 60-10" 6'-8" 6'-40'Steel 0.024 9'-3- 9'-3' 848= 8'-10- 8'-8" 8'-4' 8'-2" 0'-0- 0'-0-TABLE 4.6 )BUILDING PRODUCTS 2440 Albright Houston, TX 77017 (713) 546-9000 Call Putnam. P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlputnam@comcastnet DEC 5 2011 25 1 30 60 1 mETQLS lISH® 5*12*W Pariet (*inge Span)MU13 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (ps:) Cm}. 85 90 110 85 90 105 110 120 130 10 0.020 8'2 8'-0- 5-3- 67 57" 2'-0" 1'-10- 10-6" 1'-4" LIVE 0.025 10'-10' 10'-10' 8'-4' 10'-2" 9'-7" T.4' 7'·0" 6'-2" 50-3*0.028 120.0" 12'4" 10'-8" 11'-r 10'40 8'-3- 7-11" ' 7'-3- 6%80.032 13'-3" 13'-3' 11'-90 12'-5- 11'-90 10'-8= 10'-8" 8'-3- 7'-8"0.04015'-2» 15-2- 13'-5- 14'-3:'13'-5- 127 127 11'-7 10'-6" 20 0-020 5'-9" 509" 3'-10- 5-3- 4'-2- 2-0' 1'-10" 1'-60 1-0'UVE 0-025 9-1- 9'-1' 8'-4- 8'-8- 8'4" 7'-4' T-0- 6'-2- 5'-30,028 10'-1- 10'-1° 97 94" 9'-3- 81' 7'-11" 77 6'40.032 11'-2- 11'12° 10'-2, 10%8" 10'-2- 9'€ 9>5' 8'-3" 7-890.040· 12'-9" 12'-9" 11.'-8" 12-2" 11'-8" 10'-103 10'-10' 10'-2" 9'-7" 25 0.020 : 5'-9- 5-3" 31-100 4'-2- 3'-10- 250' 1'-10" 1'-€- 0'.090.025 9'-1- 8'-8- 8'-4' 5-4" 8'-4- T-4" T-0" 6'2 5%3*0.028 10'-1- 918- 9'-3" 97 9-3" 8'-3' 7-11' 7-3- 6<·8=0.032 11'2- 10'-8- 10'42" 10'-2 10'-2' 9-6* 9'-1" 8'-3- T-8'0.040 12'-9- 12'-200 11'-8- :11'-8= 11"-8" 10'-10' 10'€ 10'-7 9-7"30 0.020 5'-2 4'-2- 3€" 3'-10' 3-7' 2-0' 1'-10- 1'-60 0'-0-0.025 8'-8= 8'-4" 7-8, 8'-0- 8'-0" 7'-4' 7-0- 6'-2" 5'-3"0.028 9'-8' 9'-3' 8'-7" 8'-11 - 8'-1,1 " 8'-3" 7'-11" 7-3* 6'-8"0.032 10'-8" 10'-2 9-5- 5-9" 9'-9" 9'-1- 80-10' 8'-3 7-8"0.040 12*-2- 11'8" 10'-10' 11'-3" 11'-3- 10'-6, 10'-2- 90-10" 9'-4' 40 0.020 30-7 37 5-1- 3'-3- 3'-1- 2'-0" 1'-10" 0'-0- 0'-00 0.025 7"-8" 77 7-1" 75'7-1" 644° 6'4" 5'-8- 5'-2- 0.028 80-7" 8'-70 8'-0- 8'-7 8'-0- 7'-r 7-7- 7-2" 6'40.032 9'-5- 0-5- 8'-10- 9-1" 1,-10» 8'-4" 8'-4" 7'-11- 7'-r0.040 TO'-10' 10'-10" 10'-7 10'€' 10'-2' 9'-7° 97 9-1" 8'-8" 60 0.020 2-7 7-9' 2-7 2'-4-2-3- 1-0'0.-0"9-0. 0'-0. 0.025 5'-5- 5'-5- 5-5' 5&5" 5'-5" 4'-4° 4-20 00-0- 0'-0-0.028 7-0 7'-0' 7'-0' 7-07 7-·0' 6'-8- 6'-7- 6-5" 5'-11' 0.032 7'-9" 7-9" 1-91 T-Er 7'-9- T-5'74 7-1° 6'-10" 0.040 8'-11- 8'-11- 8'-11- 80-11'* 8'·-11" 8'-6" 8'-4, 8'-2" r-10- TABLE 4.7 3'*120 Olympic Panel (Muttispan) MU11 Ground Par;el Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in> 85 90 110 85 90 105 110 120 130 10 ·0.020 6'-1- 61-1- 4'-6° 5-5' 6'-50 44)" 30-11.' 346" 30-7 LIVE 0.025 7,7 7'-4'* 67 67 67 5'-10- 57 4'-7- 470.032 8*-8° 8'-8- 7-6- 7'-10- 7-10- e-11- 6'-8' 6'-1" 5*-9-:0.036 10'-8- 10'-8" 8'-2" 8'-6" 8'-6' T-r 7'-3" 6-8- 6'-4- Steel 0.018' 7-4'T-4" 6'-5- 6'-9' 6'-9- 6'-0" 5%10' 5-4- 4'-4"Steel 0.024' 11'-00 11'-0" 8'-10' 10'-5- 9'-2" 8'·4° 8'-10' 7'-5" r·.1-20 0.020 4'-11° 443" 49' 4'-4' 4'-20 3'-8' 3'-6" 3'-3- 0'-0"UVE O.025 64" 6'-·3' 57 5'-10" 5'-10' 57 47 47 0'-0"0.032 7-6- 7-6- 60-80 6*-11- W-11"* 6'4 6'-1- 5-8" 5-4-0.036 8'-2- 8'-2" 74" 7-7" T-T' e-10- 5-8- 67 5'-10'Steel 0-018" 645" 6'-5" 5'-10- 6'-0- 6'-0- 5'-6" 54" 4'-5• 0·-0··Steel 0.024" 8'-100 8'-100 8'-1- 8'-4" 8'-4' 7'-8" 7'-5 6'-11° 6'-8- 25 0.020 448* 4'-8"4'-0" 4'-4"4-7 3-8 3-5'3-2" 0'-0 0.025 6'-3" 6*-3" 5-7 5'-10- 5'-7 4'-8, 49 4'-2" 0'-00.032 . 74- 7-6" 67 6'-11" 6'40 6'-1- 5-11- 5'-8° 5'-4" 0.036 8'-2' 8'-2" 1-3" 7-7" 7'-3- 67 616' 8-2- 5'-10Steel 0.0180 6'-5" 6'-5" 5'-10- 8-0' 5'-10 5-4" 5'-2" 4'-4" 0'-0'Steel 0.024' 8'-10' 8'-100' 8'-1'0 8'-4" 8'-1- 79 7-3' 5-11' 6'-8-30 0.020 4'-6- 4'-4 3'-11" 4'-7 3'-11- 3'€ 3%4= 5-1 0'-0"0.025 6'-0- 5-10' 5-3' 57 5-5" 4'-7" 4'-4- 411" 0'-0-0.032 7%2' 8-11" 67 648" 6'-8 5-11' 5-9» 5*-60 0'-0' 3512-WPaner (Muttispan) MU13 ' Ground Panel Wind Speed and E,qposure Snow Load Gauge Exposure B Exposure C (psf)(n) 85 .90 110 85 90 105 110 120 130 10 0.020 5'-4" 5'-4' 3'-6- 4'-0' 3'-9 3'-0' 7-10" 2-6" 21-7UVE 0.025 7'-3" 7-3" 5'-11° 6'-4' 6%4" 5'-4" 4'-3- 3'-10- 3'40.028 8'€ 89 7-0" 7-9 7-5- 6'-3- 6'-0» 5-3" 40-0"0.032 11'-7 11'-7- 8'-4" 10'-9" 8'-10- 7-7 7'-3" 6'-4°' 5'-11"0.040 14'-5- 14'-5' 12'-6" 13'-4".12-6- 11'-2" 11'-2" 87 7'-9- 20 0.020 4'40 309" 3'-0* 34' 3'-2" 7-7- 2'-6- 203- 010" LIVE 0.025 6'-119 5'-11' 4'-5" 5-4" 5-4= 3-11" 3'-10- 35" 0'4" 0.028. 70-0" 7-00 6'-0" 67 6'-3- 5'-6- 5-3" 4'-1- 0'400.032 8'-4" 8'-4" 7%3° 7-7- 7'-70 6'-8" 6'-4' 5'-9" 5'-4'0.040,11'-9' 11'29" 10'-7- 11'-2' 10'-7" 8'-7- 8'-3- 7-6" T-1" 25 0.020 3'-5 3-9' 3-0= 3-4' 3-7 2-7 2-57 2-2 9.4'0.025 5'-11- 5-11" 47-5" 5-4,1 4'-8= 3'-11" 3-Z' 3-4' 00-0-0.028 7-00 7-0" 69 6'-3" 6'-0" 5'-3- 4'-5' 4'-0" 0'-0" 0.032 80-4' 8'-4" 7'-3- 7-7- 7%3- 6'-4' 6'-2- 5'-9" 5-4"0.040.11'-9 11'-2- 10'-7' 10'-7" 107 8'-3° 8'-0" . 7-60 7-1 30 0.020 36' 3-4 2'-10 37 2'-10" 2'-60 2'-4- 2-1- 0,40.025 6'% 5'=r 4'-3- 4'-8" 4'-3" 3-10' 37 3'-3" 0'-000.028 6'-7- 6'-3- 5-6" · 6'-0" 5'-9- 4'-6" 4'-3' 7-11- 0'-0"0.032 7-11" 70-7" 6'-8- 7'-3- 6'-11» 6'-2- 9-11- 5'-6- 0'-0"0.040 11'-7 10'-7 8'-7- 9'-3- '8'-11" 8'-0- 77 7-3" 61-8°40 0.020 3'-2° 340" 2'41 2'2 7-7- 7-3" 2-2- 0'-0" 0'-0"0.025 #-8° 445" 30-10- 4'-1" 3'-11' 3'-5- 3'-4" 0'-0" 0'-0-0.028 5'-9- 5'-9- 4% 5-3° 4'-8" 4'-1- 410' OLO" 0'-0-0.032 6'-11 e-11" 6'-2- 6'-4" 6'-2- 5'-9" 5'-6" 0'-0" 0'-070.040 80-11' 8'-11- 8'-0" 8'-3" . 82 766- .7'-3- 6'-8- 644 60 0020 · 2'-6" 245' 2'-1- 7-3- 2-2" 0'-,0- O'-0- 060" 0.-00.025 1-10' 3'-8" 37 3'-5" 3-4- 0'-0" 0'-0' 0'-0° 0'-0-0.028 40-6° 4'-5" 3'-11- 4'-1" 4'-0' 0'.0- 0'-0" 0'10" 0'-0'0.032 5'-9' 5'-9- 5'-2- 5-4- 5'-2" 0'-0- 0'-0= 0'-0- 070.040 7'-6" 7-67 6'-10" 7-1" 60-10" 60-6' 6'-•r : 0'-00 0'-·On TABLE 4-8 3-*12' Riser Flat Panel (Single Span) MU14 Ground Panel Wirid Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 90 110 130 90 100 106 110 120 130 10 0.024 j 6'-7 3'€' ' 3'-0' 5'-2° 3'-3' 3'-1° 3'-0" 7-9" 2'-6-LIVE ·0.030 TX 5-110 56* 5-2" 5'-6" 57 3-6° 3-r 2'-11-20 0.024 60-1- 3-6" 3'-0" 5'-2- 3'-3- 3'-1" 3'-0' 2-9' 2'-6" LlVE 0.030 7-4 5'-11= 3'-6- 6'-2" 5-6' 5-3- 3'-6" 3'2>€:7'TABLE 4.11 /' / 3'*12- Riser Flat Panel (MulUspan) MU14 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B (psf) (in) 90 110 130 90 10 0.024 4-r 3-11- 3-8' 4'-6"I 3-110 3-9* 35" 5-5- LIVE 0.030 5'-7- 448° 4'-5' 5'-100 k-4' 40-6" 4-5- 4'-In 20 0.024 3-9 3'-7- 3-5- 4'-0- 4-11- b 3'-70 3'-47 p'-5- 3'-rUVE O.030 4'-6" 4'-3" 4'-1' 4'-1/ 40-8" 4'-3- 4'-2-, 4-1" 3'-106|j TABLE 4.1,# ExQp&tre C 100 /105 110 129 130 0.036 12'-6" 12'-0" 11'-0" 11'-6" 11'-4" T-10" T-5" 6'-10- 6'-5' Steel D.018 9-1" 8'-10" r.-11- 89" 8'-3- 7'-0'6'% 6'-1" 5-7- Steel 0.0240 12-9' 120-4" 11'-T' 11'-11'11'-11' 11'-5' 10'-11- 8'-1 7-5- 40 - 0.020 0-4- 6'-4" 5'-11" 6'-2- 5-11" 50-3"· 3%6" 3'-0- 2-7"0.025 8'-0" 8'-0" 6'-11 ° 7-7" 7-1' 6'-1- 5-9- 5'-4- Efie0.032 10'-1- 10'-1" 8'-2- 5-9' 945° 7-2' 6'-10'° - e-3' i 9-9"0.036 11'-1" 11'-10' 10'-6- 10'-9= 10'·6" 7'-10- 7'·S' |&101 | 6>ySteel 0.018= 8'-4- 8'-4" 7-8" 7-11" 7'-7 7'-0- Str 6.-1- 57Steel 0.024" 11'-r 11'-7" 10'-11' 11'-3" 10'-11' 104- 1015" 801" 7-5" 60 0.020 5-2" 5-2" 5'-2" 5'-2" 5'-2" 4'-4 3-6' 0'-0- 0'-·87 0.025 e-7" 6'-7" 5-7" 67 6'-T' 6'-01' 5-9" 5-4- . 3-5- 0.032 8'-3' 87 8'-2" 87 8'-3' 7-2" 8-10" 5-3' 5-9"0.036 9'-1' 9'-1' 9'-1' 9'-1' 9-1- 7'-10" 7%5" iSM(r j ¢-3'Steel 0.018 74" 74" 6'-11- 7-1" 6'-11" 6'-8- 6'-r · Ole €7-(rSteel 0.024 9-8" 90-8" 9'-2" 90-4- 9'-2" 8'-10" 8'-8" 0,(r | 0'-0- 0.036 7-10' 7-T' 6'-10- 7-3 7tl" 6'-6" 64" 6'-0- 9-T'Steel 0.0180' 60-3 6'-0 5-6" 5'-10" 5-8" 5'-2- 4'-7- 4'-3" 0'-0'Steel 0.024' 87 8'-4" 7-8- 8'-1- 7-10" 7-3" 7-1' 6'-9" 6'-5" 40 0.020 4'-2' 4'-0= 3-6" 3-9"3-8" 3'-3" 3'-2' 0'-0- 0'-0" 0.025 54" 5'-5" 47 4'-10" 4'-8- 4'-3- 4'-2- 0'-0" 0'-0"0.032 66' 6'-8" 5'-11' 6'-1" 5-11" 5'-8" 5'-6" 0'-0" 0'-0"0.036 7'-1" 7-1- 6'-6- 6'-8" 6'-6- 6'-2- 6'-0" 5-r 5'-5-Steel 0.011 5'-8' 5-8" 57 9-4- 5'-2- 44' 44' 0'-0- 0'-0'Steel 0.024 7-10" 7-10' 77 7'-5" 7-3" 6'-11" 6'-7 695' 6'-27· TABLE 4.1060 0.020 3'-6" 3'-5- 3-1" 5-3- 3-2" 0'-0" 0'-0' 0'-00 0'-0' trABLE 4.9 0.025 4'-7- 4'-5" 4'-1" 4'-2' 4'-2' 0'·0" 000" 0'-0" 0'-0"0.032 5-8° 5'-8" 5'-3- 54- 5'-a" 0'-0- 0'4- 0'-0' 0'-0-0.036 6'-20 6'-2= 5-9' 5'-10» 5'-9' 9-6" 5'-5' 0'-00' 0'-0=Stee! 0.018* 4*-9' 4'-8' 4'-3° 4-5" 44° 0'-0' 0'4' 0'-0* 0'-0'Steel 0.024 6'-11" 6'-11" 5% 67 9-6' 67 6'-2' 0'-0" 0.-0. ICC ESR 1953 (2009 IBC) 12/5/2011 Page 34 4101 7 9 5 d> C 3CENS#o ENGINEER