10180120_1125 N. JACKSON - Plan (2)

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SOLID COVERS 4.0: 2.5- PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURE 2.5"x€' Flat Panel (Single Span) MU22 Ground Panel Wind Speed and Ex: osure Snow Load Gauge Exposure B Exposure C (ps© (in) 85 90 110 85 90 105 110 120 130 . 10 0.020 12'-2" 12'-2' 8'-4" 11'-4" 10'-8" 7'4" 7-0" 6'-6" 5-11" LIVE 0.024 .14'-0" 14'-0" 11'-11" 13'-2" 12'-4" 10'-6" 8'-20 7'-5" 6'-10"0.032 1:67 167 14'-8" 15-r 14'-8" 12-10" 17-3- 11'-2- 8'-4-0.040 17'-11"17"-11" 16'-r 17-2- 16'-7" 15'-1 14'€ 13'-2" 12-1"St3el 0.018 16'-10"16'-10" 14:-4- 15'-10°14'-11" 12-7" 11011"10'-11" 8'21' 20 0.020 .94' 9'4"E-4- 8'-87 8'-8" 7-4"7-0" 6'-5= 5-11" tIVE 0.024 11'-10"11'-10'10'-10' 11'-3' 10'-10" 94" 8'-2" T-5" 6'-10"0.032 14'-0° 14'-0" 12'-10" 13'14" 12'-10"110-11"11'-11" 11'-2" 8'-4-0.040 15-10"15-10" 14'-6" 15-1" 14'-6" 13'-6" 13-6" 17-70 11'-11=Shel 0.018 14'-4- 14'-4" 13'-1" 15-8" 13'-1" 12'-7 11'-11'90'-11" 8'-1" 25 0.020 9'-4" 9'-4" 8'-40 8'-8" 8'-4- 7-4" T.0" 6'-5" 5'-11"0.024 11'-10" 11'-3" 10'-10 10'-10"10'-10' 8'-10" 8'-2" T-5" 6'-10"0.032 14'-0" 13'-4" 12'-10'12'-10"12'-10"11'-11" 11'-6" 11'-7 80-40.040 15'-10" 15'-1' 14'-6" 14'-6" 14'-6" 13'-6" 13'-0= 12'-r 11'-11-Steel 0.018 14'-4" 13'-8' 13'-1- 13'-1" 13'-1" 12*-2" 11'110"10'-11" 8'-1" 30 0.020 9'-0.8'-8" 7-10" 8'-4" 8'-1"-r-4' 7'-0"6'50 5'-119 0.024 11'-3" 10'-10" 9'-1° 10'-57 10'-5" 87 8'-2" 7'-50 60-10"0.032 13'-4» 12'-10-11'-11' 12-4" 12-4" 11'-8" 11'-2- 10'-10" 8'-4"0.040 .15'-1" 14'-6' 13'-6" 13'-11"13'-11" 13'-0" 120-7- 1243" 11'-7"Steel 0.018.130-8- 13% 1" 12'-r:12'-80 17-8' 11'-10" 11'-9 10'-11' 841" 40 0.020 8'-1"8'-1"7%5" 7'-8' 70-5"7'-1" 6'-11" 6'-5" 5'-11" 0.024 9'-5" 5-5° 8'-7" 8'-10" 8-7" 8'-2" 8'-0" 7'-5" 6'-10-0.032 11'-11"11'-11" 11'-2" 11'-6" 11'-2" 1016" 10'-6" 8'-11" 8'-4" 0.040 13'-6" 13'€' 12-7" 13'-0" 12'-7" 11'-11"11'-11' 11'-4= 10'-lon Steel 0.018 12'-2" 12'-2" 11'-5' 11'-10' 11'_5" 10'-1010'-10" 9'-3- 8'-1" 60 0.020 711" 7'-1" 6'-8" 6'-9"6'-4" 6'-3"0'-0" 0.024 8'-2" 8-2" 7-8" 7-10" 7'-8" 7-5" 7-3= 0'-0" 0'-0" 0.032 9'-9"9'-9.9'-1" 9'-4"9'-1" 8'.g,•8'-7. 0'-0.0.-Oe 0.040 11'-10 11'-1" 11'-1" 1.1'-1" 11'-1" 10'-7" 10'-4" 0'-0" 0'-0- - Steel 0.018 10'-0- 10'-0" 9'-50 9'-T' 90-5; 9'-0" 8'-10" 0'-0" 0'-0-TARLF 4.19 55™67 Rat Pane!.(Multispan) MU22Ground Panel Wind Speed and Exposure 3now Load Gauge Exposure B Exposure C (psf)(in) 85 90 110 85 90 105 110 120 130 10 0.020 10'-7 10'-2" 9'-0" 966" 9'-0" 8*-1" 8'-1" 7-5- 6'-110LIVE 0.024 11'-9" 11'-90 10'-5" 11'-0" 10%5' 9-5" 9-5" 8'-8" 8'-1"0.032 14'-2" 14'-2" 12'-7- 13'-4" 12'-70 11'-5* 11'-5- 10'16* 9'-10'0.040 16'-7" 16'7 14'-8- 15-7, 14'-8- 13'-4, 13'4" 12-4" 11'-6"Steel·0.018 13'-5 13'-5" 11'-11" 12'-7- 11'-11¤10'-1010'-10» 8'-6- 8'-1"20 0.020 8'€ 8'-6" 7'-9" 8'-1" 7-9" 7.2" 7-2" 6'-8" 60-4' LIVE 0.024 9'-10' 9'-10" 90-0- 9'-5 9'-00 8%40 8'-4" T-10° 7-4"0.032 12'-0" 12'-0" 10'011' 11'.e 10*-11- 10'-2" 10'-2" 9'-6' 9'-0"0.040 14'-0" 14'-0* 12'-10- 13'-4- 12'-10*'11'-11'11'-11 11'-2" 10'-6"Steel 0.018 11'-4' 11'-4" 10'-5' 10'-10" 10'-5" 8'-9"8'-6' 7'-11* 7-7- 25 0.020 8'-6"8'-1" 7-9*7'-9" 7-9"7-2- 6'-11° 6'-8"6'-4" 0.024 9'-10' 9'-5" 9'-0" 9'-0" 9'-0" 8'-49 8'-1" 7-10" 7'-4"0.032 12'-0" 11'-5- 10'-11'10'-11" 10'-11" 10'-20' 9-1·0" 9-6" 9'-0-0.040 14'-0" 13'-4" 12'-10" 12'-10'12'-10"ll'-11" 11'-6- 11'-2- 1047Steel 0.018 11'-4" 10'-10* 10'-5" 1045" 10'-5'0 8'-6" 8'4" 7'-11' T-T'30 0.020 8'-1" 7'-9.1 7'-2' 7%5" 7-5" 6'-11' 60-8' 6'-6" 67 0.024 97 940" 8'-4"8'-8" 8'-8"8'-1° 7-10- T-r 7-2" 0.032 11'-5 10'-11" 10'-2" 10'-6" 1043" 9'-10" 9%6" 9'-3" 8'-9"0.040 13'-4" 12'-10*11'-11 12-4° 12'-4- 11'€ 11'-2" 10'_10" 10'-3"Steel 0.018 10'-10" 10'-5 8*-9" 91-4" 9'-0" 8-49 8'-1" T-9° r-3"40 0.020 7-7 7-20 9-8" 60-11" 64" 6'-4*' 614" 6'-0" 5'-8" 0.024 8'-4" 8'-4" T.10" 8'-1" 7-10- 7'=r 7'-4?'7-0. 6-8" 0.032 10'-2" 10'-2" 9'€ 9'-10" 9'-6"9'-0 0 9.-0. 8'-6g 8'-1" 0.040 11'-1111'-11" 11'-2" ·11'-6 11'-2" 10'€' 10'-6- 10'-0" 9'-6° Steel 0.018 9'4"9'-0" 80-4" 8'-6" 8'-4" T-11" 7'-90 1-3" 6'-11" 60 0.020 5'-10" 5-10" 5-10" 5-10" 5-10- 57 5'-5" 5'-4"0'-0. 0.024 6'-9"54/ 0-9'· 5-7 6-9, 6.-6"6'-4" 6'-3"6'-0. 0.032 8'-4"8-4"8'-4"8'-4" 8'-4° 7'-11" 7'-9"T.T'TK 0.040 9'-9" 9'-9" 90-9" 9'-9" 9'-9" 9'14'0 9'-1 2-11" 8'-7"Steel 0.018 7-11" 7011" 7-5- 7-7" 77 71-1" 6'211" 0'-0" O-0°TABLE 4.14 2.5'*120 Twin Vee Panel (Multispan) MU26and ExposureGround · Panel Wind Speed Snow· Load Gauge Exposure (psf)(in) 85 90 10 0.020 5-2"9-2 UVE 0.027 11'-8" 11'-8" 0.040 14'-10" 14'-10" Steel 0.018 17-1- 12-1" Steel 0.024' 14'-10- 14'-10" 20 0.020 · 7-50 7'15" UVE 0.027 97 97 0.040 12'-8- 12'-8- Steel 0.018= 9'-5 91.3. Steel 0.024" 1246" 1243" 0.020 7-50 7-0. 0.027 97· 9-1" 0.040 12'-8" 1231" Steel 0.018* 5-3- 9'-3" Steel 0.024" 12'-6" 12'-0" 0-020 7-0" 6'-7° 0.027 9'-1"8'-8" 0.040 12-1" 110-6 Steel 0.018" 8'-10 87 Steel 0.024- 12'-0" 11'-6' 0.020 5-0"5-0.' 0.027 7%11" 7-11" 0.040 10'-8" 10'-8" Steel 0.0180 8'-0" 841" Steel 0.024" 19-8' 10'-8° 60 0.020 4'-6". 4'€ 0.027 62" 67 0.040 87 87 Steel 0.018< 6'-11" 6'-110 Steel 0.024* 5-7 8'-9" 30 40 B Exposure C 110 85 90 105 110 120 7-10" 8'-5' 7-10" 7-0"7'-08 6-3 10'-2" 10'-10" 10'-7 90-1' 9'-1"5.5 13'-5- 14'-3" 13'-5" 12'-1" 12'-1" 11'-1 10'-8" 11'-4" 10'08" 87 5-7 74 13'-29 13'-11" 13'-2" 12-0' 12-0" 11'-1 5-7/ · 7-0. 5-7.6'-0" 5-6" 8%8" 9'-1" 8'-8' 7-11" 7-11- 74" 11'-e :12'-1" 11'-6" 10'-8" 10'-8" 9'-11 87 8'-T' 8'-7' 7-9" 747 6-11 11'-6" 12'-0" 11'-6" 10'-8" 10'-8° 8'-9" 6-7 6-7.6?-7° 6-0" 9.g' 5-e 8'-8" · 8'-8"84" 7-11" T-7 7-4" 11'-60 11'-6" 11'-6" 10'-8' 10'-3" 9.-11' E-3* 8'-7"8'-y 7'-6"7-4' 6'-11' 11'-6 11'-6" 11'-6' 10'-8" 9-2'8'-9. 6'-0" 5-3"6'-3" 5-8"5-6. 9-3' 7-11" 8'-3" 87 Trr 7-4" 74 10'-80 11'-1" 11'-1" 10'-3" 9-11" 97 7-90 8-3" 8'-0" 7%4" 7'-1" 60-9' 10'-8" 11'-1" 11'-1" 9'-2" 8'-11" 8'€ 5-6" 57 5'-6" 47 49 4'-0" -r-T T.4" 6'-10" 6'-10" 6'-5' 5-11" 10'-3" 9'-11' 9'-4"9'-4-8'-9" TA"7-e r-40' 5-11" 5-9' 6'-4" 9-2" 9'-5 902' 8'-9- 8-6" 8'-0" 4'-7 4-3'4'-2" 3'-11" 3-90 0'-0" 8-27 6-5 8-3- 5-10" 5'-9'5'-7- 8'-7" . 87 817' 817 7-11' 7-9' 6'-5' 67 6%5"6'-2"·60-1" 0%0" 8%2" 8'-4' 87 7-10" 77 030" TABLE 4.15 130 Metals USA Building Products ' 5-8 2440 Albright T.-r Houston, TX 77017 " 10'-3" (713) 946-9000 7'-14 " E-11" 4-7 6'-10"Carl Putnam, P. E. . 9.-4.3441 Ivylink Place 4 5-7.Lynchburg, VA 24503 8'-4" cariputnam@comcast.net 4-31 6'-10" ' 904. ' 6'-r 8'=,n 4'-0 6'-T' 9'-0" 6'-4* 1 8'-0" 6'-0.DEC 5 2011 8'-4" 2.5f[8" Flat Panel (Single Span) MU21 2.9xr Flat Panel (Mullispan) MU21 2.5"*12' Twin Vee Panel (Single Span) MU26 Ground 1 Panel Wind Speed and Exposure Ground Panel · Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 85 90 110 85 90 105 110 120 130 (psf) On) 85 90 110 85 90 105 110 120 130 (psr) (in) 85 90 110 85 90 105 110 120 10 0.022 8'-10" 8'-1" LIVES 0.028 11'-10"11'-10" 1 0.035 139 137 0.040 15'-3" 157 1 20 0.022 7%8"7'-8" 1 LIVE 0.028 9'-1" 9-1" 1 7-3" 8-10" 5'-10" ' 10'-8" 8'-1" 5-11' ' 12-7- 11'-10" 8'-r 1 13'-11" 13'-1" 11'-2" 7'·-2° 6'-10" 5'-10" ' 8'-5" 8'-10' 6*-11' 5-r 37 14 10 0.022 7-11" 7'-11' E-7- 5-7 5-7 UVE 0.028 9'-5-90-5" T -9'7'-1" 6'-6'0.035 11'-1" 1151" 10-7 7-10' 7'-30 0.040 12-3' 12'-3" Sir 3'-7- 3'-3" . 20 0.022 61"6'-8. 67 - 6'-0" 5'-7-UVE 0.028 7'-11' 7-11" 7-0. 7'-5 7,4)" 8'-4*' 8'-10- 8'-4"T.E 9'-10" 10'-5° 9-10" 8'-1 r 10-10" 11'-6" 100-10- 9'-10- 6'-00' 6'-4' 6'-0" 5-7" 7'-3- 7'-6=T-3"6'-8. 6'-4"5-7 5-4 7-6" 0-11- 8-5" 1 8'-11" 87 7,-7. 9%10" 9-1" 5'7-9-77 4'-27 6'-8" 67 5'-10" 10 · 0.020 89' 8'-5 7-2" .IVE 0.027 12'-1' 12'-1" 10'-8' 0.04014'-10°14'-10" 13-9" Steel 0.018- 13'-1" 13'-1" 11'-8"Steel 0.0240 15'-3" 157 137 20 0.020 7-2" 7-2" 6'-5' 7-5' 7-5 5 7'6-4» 5-9'5-4" 11'4 10'-8" 8'-7" 87 7-6" 6'-11" 14'-3' 13'-9' 12'-10"12'-10"11'-11" 11'-2" 12'-4' 11'4' 10'-7" 107 7'-10" 7-2" 14'-4" 13'-7" 12'-5' 12'-50 11'-5" 10'-8" 67 6'-7" 6'-0" 5-10" 5'2 5'-2" 0.035 117 11'-r 10'-8" 11'-1" 10%8" 8'-7 7.-911 7-1" 60-6".0.035 9'-4" 9'-40 8'-6*' 8'-11" 8'-·6" 7-11" 7-11" 7-4" 6'-11"LIVE 0.027 9'-3' 9'-3" 8-40 8'-T' 8'-T' 7-10 7-r 7-0" 67 0.040 12'-11"12'-1111'-10" 12'-4" 11'-10' 11'-07 10'-7" 7-10" r-3"0.040 10'-3' 10'-3' 945" 9'-10' 9'-5'8:-9"8'-9" 87 T.B"0.040 13'-3"· 13'-3' 12'-5" 12'-10" 12'-5" 11'-6" 11'-6- 10'-10" 9'-0" 25 0.022 7-8"7'-8" 6'-7"7-2" 6'-10 5'-10" 5-7-3'-7" 3-3" 25 0.022 6'-80' 6'-4"6'- 6'-0" 6'-0"5-7"5-4.5-2" 4'-3"Steel 0.018' 11'-1- 11'-1" 9'-1" ·10'-T' 9'-5" 8'-7" 8'-4' 7'-9" 7'-7 0.028 9'-1° 9'-1" 7'-10" 8-5"8'-1" 6'-11" 6'-7 6'-0"5'-7 0.028 7-11" 1-6"T a' T-3*7-3.6'-3" 5'-10"Steel 0.024*12-11"12'-11'11'-11' 12-5" 11'-11"11'-0' 11'-0" 9'-1" 8'-8" 0.035 .117 11'-1- 100-8" 10'-8" 10'-8" 8'-2"T..9"7*-1" 6'-6"0.035 9'4" 8'-11" 8'-6"8'-6" 8'-6" 7-11" 7'-7- 7-4 6'-11"25 0.020 77 7*-7 9-5. 5.-7 6'-6" 5'-10" 54" 9-5" 5-r 0.040 12'-11" 12'-4" 11'-10'11'-10"11'-10 11'-0" 107 7-10" 7-31 0.040 109 9'-100 9-5" 9'-50 9'-5"8'-99 8'-5 2-7 T-8.0.027 97 90-3" 8'-4"8'-7" 8'-4"7-T'7-5 7-0» 5-5 30 0.022 7-5" 77 6'€ 6'-11" 6'-8" 5'-10" 5-7-3'-7"3'-3" 30 · 0.022 6'-4"6'-0.5-7" 50-7 5%9" 5'-4-5'-2"4'-5" 4'-1" O.040 13'-3" 12'-10' 12'-5 12'-5" 12'-5' 11'-6" 11'-2" 10'-10" 9'-0' 0.028 8'-9" 8'-5"7'-8" 80-2" T-11" 6'-11" 6'-r 67 5'-T'0.028 7'-60 7'-3't 6'-8' 6'-11" 6'-11- 6'-5" 6'-3"5-0" 5-8"Steel 0.018' 11'-1" 10'-T' 9'-1" 9-5= 9'-1 8'-4" 8'-1" 7'-9" 7-2" 0.035 11'-1" 10'-8" 9'-O"9-7 9-3"8'-2" 7'-9" 7'-1"6'-6"0.035 8'-11" 8'-6" 7-11" 8'-2- 8'-2" T-7" 7-4" 7-2" 61-90 Stee!0.024 12'-11" 17-5" 11'-11"11'-11"11'.11" 11'-0' 10'-8' 9'-1/" 8'-2' 0.040 12'-4" 11'-10- 11'-0" 11'-4" 11'-4° 10'-T' 9'-3" T-10" 7-y 0.040 9'-10" 9-5" 8'-9' 9'-V'9'-10 81-5"8'-20' 7'-11" 7'-6"30 0.020 6'-10" 6'-7' 6'-0"6'-5" 6'-2" 5'-8"5-6'5-y 0'-0. 40 0.022 6'-8"6'-8" 67 6'-4"6'-2" 51-10" 5'-7"3-7'0.-0.40 0.022 5-7"5t7"5-2"5'-4" 5'·2"4'-6"4'-5' 4-1" 3'-11"0.027 8'-11' E-T' 7-10' 8'-4" 8'-0"T€ 7'-22 5-1(r 5-5 0.028 7-11" 7-11" 7%3"7'-6"7-3" 6'-11" 6'-7" 6'-0"5-7"0.028 6'-r 6'-8" 6%3' 6'-5' 67 5-10" 6-10" 5-7" 5'-3" 0.040 12'-10" 12'25' 11'•6" 11'-1114'-11' 11'-2" 10'-10" 10'-6° 8'-8' 0.035 9'-3'9%3"8'-6" 8'-9"8'-6" 8'-1*7-9" 7'-V €€0.035 7'-11' 7-11" 7-4-7-7"7-4" 6'-11" 6'-11" 6'-7" 6'-3°Steel 0.018' 10'-7' 9'-5- 8'-7" 9'-1" . 8'-10" 8'-1" 7-11" T-r 7-1" 0.040 11'-0" 11'-0" 9'-5 10'-7" 9%5" 90-0" 8'-9" 7'-10" 7-3"0.040 8'-90' 8'-97 8'-2"8*-5" 8'-2'T-8"T-8"7-y 6'-11"Steel 0.024' 17-5" 11'-11" 11'-0» 11'-5" 11'-5" 10'-8" 9'-3" 8'-10" 8'-4' 60 0.022 5-10" 5'-100 505"5-7.5'-5" 5'-3" 0'-0" 0'-0" OLD" 60 0.022 4'-6" 4'-6' 4-2" 4-3' 4-2" 4'-0" 3'-11" 0'-0" 0%0"40 1 0.040 11'-6" 11'-6" 101-10" 11'-2" 10'-10" 90-5" 9-37 8'-8" 8'.4" 0.028 6'-11" 6-11" 0-6"6-7°6-6" 6'-5 : 6!-11'0'-0. 0'-0.0.028 5'-5"5'-5' 5'-5" 5'-5"5-5" 5-2- 4'-9"0'-0/0'-0.Steel 0.024' 11'-0" 11'-0" 9'-6° 10'-8" 9-6'9-1" 8'-10" E-4= 8'-0" 9 630-201 C l 3 20 0.035 8'-1" 8'-1" 7'-T' 7'-9" 7-7" 7'-3" 7'-7 { 010!'- , 0'-On 0.035 6'-5 6'-5" 6'-5" E-5" 6'-5' 6*-1" 6*-0" 5-10' 5'-8" 60 1 0.040 9'-5' 9'-5 8'-10' 9%00" 8'-10= 8'-6- 8'-4" 0'-0" 0'-0" 0.040 9'-0® 9'-0" 8'-5" 8'-7 8'-5" 8'-1" 7-11" 0'-0" 1 0,-8,0.040 T-1" 70-1*7-1"7-1" 7-1" 6'-10' 648"6'-6" 6'-3"Steel 0.024 9'-1"9'-1" 8'-6' 8'-8"8'-6' 8'-7 5-0. 0'-0.0.-0. TABLE 4.16 TABLE 4.17 TABLE 4.18 ICC ESR 1953 (2009 IBC) 12/5/2011 Page 35 of 101