10180120_1125 N. JACKSON - Plan (2)

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Foam Core Sandwich Panels w/ Fan Beams (Detail MU34) Spans for Single Span Attached Structures Patio Cover Applications Only 3" Panel w/ Fan Beam (MU34)3.5" Panel w/ Fan Beam (MU34)4" Panel w/ Fan Beam (MU34) Ground Panel Skin Wind Speed (mph) and Exposure Ground Panel Skin Wind Speed (mph> and Exposure Ground Panel Skin Wind Speed (mph) and Exposure Snow Load Thickness C90 C100 C105 C110 C120 Snow Load Thickness C90 C100 C105 C110 C120 Snow Load Thickness C90 C100 C105 C110 C120 (psf) (in) Allowable Spans (ft)(psf) (in) Allowable Spans (ft)(psf) (in) Allowable Spans (ft) Live 10 0.024 14'13.5' 13' 12'Live 10 0.024 16'14.5'13.5'13'12' 13'12.5' 0.032 15.5'15.5'15'13.5'0.032 18.5'17'16.5'15.5'14.5' 14'13.5' Snow 10 12.5'12'11.5'Snow 10 0.024 14.5'13.5'12.5'12'11.5' 0.024 13'12' - 11.5' 0.032 14.5' 13.5'13'12.5' 11.5'0.032 16'15'14.5'14' 13'0.032 17.5'16'15.5' 14.5' 13.5' 12' 10'Live 10 0.024 15.5' 14' 13' 12'0.032 17.5' 16' 11' 9.5'Snow 10 0.024 14.5' 13' 6" Panel w/ Fan Beam (MU34) Ground Panel Skin. Wind Speed (mph) and Exposure Snow Load Thickness C90 C100 C105 C110 C120 (psf) (in) Allowable Spans (ft) Live 10 0.024 22'20.5' 19.5' 18.5'17' 0.032 22' 19.5' 18.5'18'16.5' Snow 10 0.024 21'19'18.5' 17.5' 16.50 0.032 20'18'17.5'17'15.5' 20 0.024 11.5'11'10'9.5' 8.5' 20 0.024 13' 12.5'12'11.5' 10.5' 20 0.024 13.5'12.5'12'11.5' 10.5' 20 0.024 18'17.5'17'16.5' 15.5' 0.032 12.5' 12.5'12'12' 110 0.032 14.5'14'13.5' 13.5' 12.5'0.032 15.5'15'14'14'13'0.032 18.5'17'16.5'16'14.5' 25 0.024 11.5'11'10'9.5' 8' 25 0.024 13'12'11.5' 11.5'10' 25 0.024 13'12'12'11.5'10.5' 25 0.024 18'17.5'17'16.5' 15.5' 0.032 12.5' 12.5'12'11.5'11'0.032 14' 14'13.5' 13.5' 12.5'0.032 15'14.5'14'13.5'13'0.032 18'17'16'15.5' 14.5' 30 0.024 10.5' 10.5'9.5' 9' 8' 30 0.024 12' 12' 11.5'11'9.5' 30 0.024 12.5'12'11.5'11'10.5' 30 0.024 16'16'16'16' 15' 0.032 11.5' 11.5' 11.5' 11.5'11'0.032 13'13'13'13'12.5'0.032 14'14'14'13.5'12.5'0.032 17 16.5'16'15.5' 14.5' 40 0.024 9' 8.5'8.5' 8' 7' 40 0.024 10.5' 10.5' 10.5'10' 9' 40 0.024 11'11'10.5'10.5'10' 40 0.024 14'14'14'14' 14' 0.032 10'10'10'10' 10'0.032 11.5' 11.5' 11.5' 11.5' 11.5'0.032 12'12'12'12'12'0.032 15'15'14.5' 14.5'14' 60 0.024 6' 6'6' 6' 0' 60 0.024 7' 7' 7'7' 7' 60 0.024 8.5'8.5'8.5'8.5' 8' 60 0.024 11.5' 11.50 11.5' 11.5' 11.5' 0.032 0.032 9' 9' 9'9' 9'0.032 10'10'10'10'10'0.032 12.5' 12.5' 12.5' 12.5' 12' 8' 8' 8'8' 8' Table 10 Table 11 Table 12 Table 13 Trib Original Allowable Post spacing for 10 psT Roof Loads Trib Original Allowable Post spacing for 20 psf and Greater Roof Uniform Loads Width 6' 7' 8'9' 10'11'12'13'14'15'16'17'+Width 6' 7' 8' 9' 10'11'12'13'14'15'16'17'+ (ft) Allowable Post Spacing w/ Fan (ft) Allowable Post Spacing w/ Fan 4 2'-5"3'-8" 4'-10" 6'-0" 71-0" 8'-1"9'-1 5 3'-5"4'-6" 5'-7" 6'-8" 71-8" 8'-9"91-9 6 4'-0" 5'-0" 61-1" 7'-1" 8'-1" 902"10'-: 7 4'-4"5'-4" 61-4" 7'-5" 805" 905"10'4 8 4'-6"5'-7" 6'-7" 7'-7" 8'-7" 9'-8"10'4 9 4'-9"5'-9" 6Lg" 7'-9" 8'-9" 9'-9„10'4 10 4'-10"50-10" 6'-11" 7'-11" 8'-11" 9'-11"10'-1 11 5'-0"6'-0" 7'-0" 800" 9'-0" 10'-00'11'-1 12 50-1"6'-1" 7'-1" 8'-1" 9'-1" 10'-1"11'- 13 5'-2"6'-2"7'-2" 802" 9'-2" 10'-2"11'-: 14 5'-2"62" 7'-3" 8,-3" 9'-3" 1003"11'4 15 5'-3"6'-3" 7'-3" 8'-3" 9'-3" 10'-3"11 '- 16 5'4"6'-4" 7'-4" 8'-4" 9'-40' 10'_4"11 6 " 10'-2"11'-2" 12'-2" 13'-3" 84% 10'-9"11'-9" 12'-10"13'-10" 87% 2" 11'-2"12'-2" 13'-2" 14'-2" 90% 5" 11'-5"12'-5" 13'-5" 14'-6" 91% B" 11'-8"12'-8" 13'-8" 14'-8" 92% 3" 11'-10"12'-10"13'-10"14'-10" 93% 1" 11'-11"12'-11"13'-11"14'-11" 94% 12'-0"13'-0" 14'-0" 15'-0" 95% 1'* 12'-1"13'-1" 14'-1" 15'-1" 95% 2" 12'-2"13'-2" 14'-2" 15'-2" 95% 3" 12'-3"13'-3" 14'-3" 15'-3" 96% 3" 12'-3"13'-3" 14'-3" 15'-3" 96% $" 12'-4"13'-4" 14'-4" 15'-4" 96% Table 14 4 4'-60'5'-7"6'-7"7'-7"8'-7"9'-8" 5 4'-10"5'-10" 6'-11 " 7'-11 " 8'-11" 9'-11" 6 501"6'-1 " 7'-1 "8'-1" 91-1" 10'-1" 7 5'-2"6'-2"7'-3" 8'-3"9,-3" 10'-3" 8 5'-4"6'-4" 7'-4" 8'-4"9'-4" 10'-4" 9 5'-4"6'-5"7'-5"8'-5" 91-5" 10'-5" 10 5'-5"6'-5"7'-5" 81-5" 9'-5" 10'-5" 11 606" 7'-6"80-6" 9'-6" 10'-6" 12 5'-6"6'-6"7'43" 8'-6.9'-6" 10'-60' 13 5'-7"6'-7"7'-7"8'-7"9'-7" 10'-7" 14 5'-7"6'-7"7'-7"8'-7" 9'-7" 10'--7" 15 5'-7"6'-7" 7'-7" 8'-7" 9'-7" 10'-7" 10'-8"11'-8 12'-8" 13'-8" 14'-8" 92% 10'-11"11'-11" 12'-11"13'-11"14'-11" 94% 11'-1"12'-1"13'-1" 14'-1" 15'-1" 95% 11'-3"12'-3"13'-3" 14'-3" 15'-3" 96% 11'-4"12'-4"13'-4" 1·4'-4" 15'-4" 96% 11'-5"12'-5"13'-5" 14'-5" 15'-5" 97% 11'-5"12'-5"13'-5" 14'-5" 15'-5" 97% 111-6"12'-6"13'-6" 14'-6" 15'-6" 97% 11'-6"12'-6"13'-6" 14'-6" 15'-6" 98% 11'-7"12'-7"13'-7" 14'-7" 15'-7" 98% 11'-7"12'-7 13'-7" 14'-7" 15'-7" 98% 11'-7"12'-7"13'-7" 14'-7" 15'-7" 98% Table 15 Metals USA Building Products 2440 Albright Houston, TX 77017 (713) 946-9000 Carl Putnam, P. E. 3441 Ivylink Place | Lynchburg, VA 24503 carlputnam@comcastnet SANDWICH PANEL W/ EMBEDDED FAN BEAM HEADER Notes 1. These tables are for use with ICC ESR 1953 Detail MU34 or other approved plans 2. These panels DO have an embedded fan beam. 3. Panels are as specified in ICC ESR 2229 4. Panels are approved under CA HCD FBH-17 and FBH-18 5. COMPLIANCEWITH ELECTRICAL CODE IS OUTSIDE THE SCOPE OF THESE PLANS. 6. Maximum fan weight is 30 lbs. 7. Fan Installation is outside scope of these plans. 8. Attach to header as per Table 9. FAN THESE TABLES MAY ONLY BE USED POST WITH SINGLE SPAN ATTACHEDSTRUCTURES 0 F SIONAL 3 61 15E Page 2 of2 Metals USA Sandwich Panel Spans 6/25/2013