10179358_1103 N. CABRILLO - 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)6" 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 1 Ground IPanel Skill Wind Speed (rnph) and Exposure I Snow Load Thickness C90 C100 C105 C110 C120 Snow Load Thickness C90 (100 C105 C110 C120 Snow Load Thickness C90 C100 C105 C110 C120 Snow Load Thickness C90 C100 C105 C110 C1201 (psf) (in) Allowable Spans (ft)(psf) (in) Allowable Spans (ft)(psf) (in) Allowable Spans (ft)(psf) (in) Ajlowable Spans (ft) Live 10 0.024 14' 13' 12.5' 12' 10' Live 10 0.024 15.5'14'13.5'13' 12 Live 10 0.024 16'14.5'13.5'13' 12'Live 10 0,024 22' 120.5' 119.5' 18.5' 1 17' 0.032 15.5' 14' 13.5' 13' 12' 0.032 17.5' 16' 15.5'15'13.5'0.032 18.5' 17 16.5'15.5'14.5'0.032 22' 19.5' 18.5' 18' | 18.5' Snow 10 0.024 13' 12' 11.5' 11' 9.5'Snow 10 0.024 14.5'13'12.5'12'11.5'Snow 10 0.024 14.5'13.5'12.5'12'11.5'Snow 10 0.024 ' 21'19'18.5' 17.5' | 16.5' 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'. 13.5'0.032 20' 18'17.5'17'15.5' 20 0.024 +11.5' 11' .10'95'8.5' 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' 12.9 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'le 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' 1 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' 11.5'I 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 13 Table 10 .Table 11 , Table 12 Tri b 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 4 2'-5"3'-8" 4'-10" 6'-0" 5 3'-5"4'--6"5'-7" 6'-8" 6 4'-0"5'-0"ed" Td" 7 4'-4"5'-4" 6'-4" 7'-5" 8 4'-6"5'-7" 6'-7" 7'-7" 9 4'-9"5'-9"6'-9" 7'-9" 10 40-10"5'-10" 6'-11': 7'-11" 11 5'-0"6'-0"7'-0" 8'-0" 12 5'-1"ed" 7'-1" 81" 13 . 5'-2"6'-2"7'-2" 8'-2" 14 5'-2"6'-2"7'-3" 8'-3" 15 · 5'-3"6'-3"7'-3" 8'-3" 16 5'-4"6'-4" 7·'-4"8'-4" 7'-0" 8'-1"9'-1"10'-2" 7'-8" 8'-9"·9'.9"10'-9" 8'-1" 9'-2"10'-2"11'-2" 8'-5" 9'-5"·10'-5"-·11'-5" 8'-7" 9'-8"10'-8"11'-8" 8'-9" 9'-9"10'-9"11'-10" 8'-11" 9'-11"10'-11"11'-11" 9'-0" 10'-0"11'-0"12'-0" 9'-1" 10'-1"11'-1 "12'-1" 9'-2" 10'-2"11'-2"12'-2" 9'-3" 10'-3"11'-3"12'-3" 9'-3" 10'-3"11'-3"12'-3" 9'-4" 10'-4"11'-4"1 2-4. 11'-2" 12'-2" 13'-3" 84% 11'-9" 12'-10"13'-10" 87% 12'-2" 13'-2" 14'-2" 90% 12'-5" 13'-5" 14'«' 91% 12'-8" 13'-8" 14'-8" 92% 12'-10"13'-10"14'-10" 93% 12'-11"13'-11"14'-11" 94% 13'-0"- 14'-0" 15'-0" 95% 13'-1" 14'-1" 15'-1" 95% 13'-2" 14'-2" 15'-2" 95% 13'-3" 14'-3" 15'-3" 96% 13'-3" 14'-3" 15'-3" 96% 13'-4" 14'-4" 15'-4" 96% Table 14 (ft) Allowable Post Spacing w/ Fan 4 4'-6"5'-7"6'-7" 7'-7" 5 4'-10"5'-10" 6611" 7'-11". 6 5'-1 "6'-1" - 7'-1" 8'-1" 7 5'-2"6'-2' ' 7'-3 8'-3" 8 5'-4"6'-4"7'-4" 8'-4" 9 5'-4"6'-5"7'-5" 8'-5" 10 5'-5"6'-5"7'-5" 8'-5" 11 5'-6"6'-6"7'-6" 8'-6" 12 5'-6"6'-6"7'-6" 8'-6" 13 5'-7" 6'-7" 7'-7" 8'-7" 14 5'-7"6'-7"7'-7" 8'-7" 15 5'-7"6'-7"7'-7" 8'-7" 8'-7"9'-8"10'-8"11'-8" 8'-11" 9'-11"10'-11"11'-11" 9'-1" 10'-1"11'-1 "12'-1" 9'-3" 10'-3"11'-3"12'-3" 9'-4" 10'-4" 11'-4"12'-4" 9'-5" 10'-5"11'-5"12'-5" 9'-5" 10'-5"11'-5"12'-5" 9'-6" 10'-6"11'-6"12'-6" 9'-6" 10'-6"11'-6"12'-6" 9'-7" 10'-7"11'-7"12'-7" 9'-7" 10'-7"11'-7"12'-7" 9'-7" 10'-7"11'-7"12'-7" 12'-8" 13'-8" 14'-8" 92% 1 12'-11"13'-11"14'-11" 94% I 13'-1" 14'-1" 15'-1" 95% 13'-3" 14'-3" 15'-3" 96% 13'-4" 14'-4" 15'-4" 96% 13'-5" 14'-5" 15'-5" 97% 13'-5" 14'-5" 15'-5" 97% 13'-6" 14'-6" 15'-6" 97% 13'-6" 14'-6" 15'-6" 98% 13'-7" 14'-7" 15'-7" 98% 13'-7" 14'-7" 15'-7" 98% 13'-7" 14'-7" 15'-7" 98% Table 15 Metals lJSA Building Products Carl Putnam, P. E. 2440 Albright 3441 ivylink Place H'ouston, TX 77017 Lynchburg, VA 24503 (713)-946-9000 -cariputnam@comcast.net Notes 1. These tables are for use with ICC ESR 1953 Detail MU34 i 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. 8. Attach to header as per Table 9. SANDWICH PANEL W/ EMBEDDED FAN BEAM /.*- HEADER- FAN 1,1.r=*- \1-'. 2 *H ' "-. /XUbb/t89,/Al f ·\-A I. 3'9,»\A Bki THESE TABLES MAY ONLY BE USED //,3,- 9. 14,<"4:.4.:Y·,, I POST WITH SINGLE SPAN ATTACHED f }·:; ri i -...2,3//6'A / 122322 STRUCTURES i El 4%11 € U 7 2011 Page 2 of 2