10180484_2030 W. CHANDLER - Plan

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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) 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 C 110 C120 (psf) (in) Allowable Spans (ft)(psf) (in) Allowable Spans (ft) Live 10 0.024 14'13'12.5'12'10'Live 10 0.024 15.5'14'13.5'13'12' 0.032 15.5'14'13.5'13'12'0.032 17.5'16'15.5'15'13.5' Snow 10 0.024 13'12'11.5'11'9.5'Snow 10 0.024 14.5'13'12.5'12'11.5' 0.032 14.5' 13.5'13'12.5' 11.5'0.032 16'15'14.5'14'13' 4" 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 16'14.5'13.5'13'12' 0.032 18.5'17'16.5'15.5'14.5' Snow 10 0.024 14.5'13.5'12.5'12'11.5' 0.032 17.5'16'15.5'14.5'13.5' 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' 16.5' 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' 12.5'12'12'11'0.032 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' 60 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 11.5'11.5' 11.5' 11.5'11.5' 0.032 8' 8' 8'8' 8'0.032 9' 9' 9'9' 9'0.032 10'10,10'10'10'0.032 12.5'12.5' 12.5' 12.5'12' Table 10 Table 11 Table 12 Table 13 Trib Original Allowable Post spacing for 10 psf 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"7'-0" 8'-1 "9'-1 5 3'-5"4'-6" 5'-7"6'-8" 7'-8"8'-9"91-5 6 4'-0 5'-0" 6'-1" 7'-1"8'-1" 9'-2"10'-: 7 4'-4"5'-4 6'-4" 7'-5"8'-5" 90-5"104 8 4'-6"5'-7" 6'-7" 7'-7" 8'-7" 9'-8"104 9 4'-9"5'-9" 6'-9" 7'-9" 8'-9" 9'-9"104 10 4'-10"5'-10" 6'-11" 7'-11" 8'-11" 9'-11"10'-1 11 5'-0"6'-0" 7'-0" 8'-0" 9'-0" 10'-0"11'4 12 5'-1"6'-1" 7'-1"8'-1 " 9'-1 " 10'-1 "11'- 13 5'-2"6'-2" 7'-2"8'-2" 9'-2" 10'-2"11 '-: 14 5'-2"6'-2" 7'-3" 8'-3" 9'-3" 10'-3"11 '-: 15 5L3"6'-3" 7'-3" 8'-3" 91-3" 10'-3"11'-: 16 5'-4"6'-4" 7'-4" 8'-4" 9'-4" 10'-4"11'U " 10'-2"11'-2" 12'-2" 13'-3" 84% 10'-9"11'-9" 12'-10"13'-10" 87% 2" 11 1-2"12'-2" 13'-2" 14'-2" 90% 5" 11'-5"12'-5" 13'-5" 14'-6" 91% 8" 11'-8"12'-8" 13'-8" 14'-8" 92% 9" 11'-10"12'-10"13'-10"14'-10" 93% 1" 11 '-11"12'-11"13'-11"14'-11" 94% 0" 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% 4" 12'-4"13'4" 14'-4" 15'-4" 96% Table 14 4 4'-6"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 " 9'-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" 9'-5" 10'-5" 10 5L5"6'-5" 7'-5" 8'-5" 9'-5" 10'-5" 11 5'-6"6'-6"7'-6"8'-6" 9'-6" 10'-6" 12 5'-6"6'-6"7'-6" 8'-6" 91-6" 10'-6" 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" 14'-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% 11'-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 Carl Putnam, P. E. 2440 Albright 3441 Ivylink Place Houston, TX 77017 Lynchburg, VA 24503 (713) 946-9000 carlputnam@comcast.net 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. COMPLIANCE WITH 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. 2 Attach to header as per Table 9. SANDWICH PANEL W/ EMBEDDED FAN BEAM HEADER FAN THESE TABLES MAY ONLY BE USED POST WITH SINGLE SPAN ATTACHED STRUCTURES (/ , Q SIONAL 3 61 6 3 15 U #NEER Metals USA Sandwich Panel Spans 6/25/2013 C/JUN 25 2013 Page 2 of 2