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r <br /> I� SPE Protect: Project Type: Type <br /> Location: WPC A8 South Fork Bakery <br /> Folder: Folder <br /> Date: 5/12/23 3:33 PM <br /> RedSpec.'" by RedBuiltTM Designer: BN <br /> v7.1.15 Comment: <br /> 14" Red-I45TM @ 16" o.c. <br /> This product meets or exceeds the set design controls for the application and loads listed <br /> DESIGN CONTROLS % Design Allow. DOL Combination Pattern Pass/Fail <br /> Shear(Ib) 70% -1585 2254 Snow(115%) 1.0D+1.0S All Spans PASS <br /> Positive Moment(ft-lb) 91% 5828 6406 Snow(115%) 1.OD+1.0S All Spans PASS <br /> DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail <br /> Span Live 21% 0.128 0.600 L/999+ L/240 1.0D+1.0S All Spans PASS <br /> Span Total 49% 0.392 0.800 L/368 L/180 1.0D+1.0S All Spans PASS <br /> SUPPORTS Support 1 Support 2 <br /> Live Reaction,Critical(Ib)(DOL%) 666(115) 501 (115) <br /> Dead Reaction(Ib) 815 1083 <br /> Total Reaction(Ib)(DOL%) 1481(115) 1585(115) <br /> Bearing Flush Flush <br /> Support Beam Beam <br /> Req'd Bearing,No Stiffeners(in) 2.62 2.91 <br /> Req'd Bearing,Stiffeners(in) 1.90 2.13 <br /> HANGERS Model Top Face Member Header Size <br /> Left lected <br /> Right None Selected <br /> SPANS AND LOADS <br /> Dimensions represent horizontal design spans. III II II Member Slope: 0/12 <br /> 192# Hood bb b b <br /> point loads <br /> o <br /> 12'-0.0" <br /> APPLICATION LOADS <br /> Type Units DOL Live Dead Partition Tributary Member Type <br /> Uniform psf Snow(115%) 25 15 0 16" Snow Roof Joist <br /> ADDITIONAL LOADS <br /> Type Units DOL Live Dead Location from left Application Comment <br /> Uniform plf Snow(115%) 0 210 3'-7.0"to 10'-2.0" Adds To <br /> Point lb Snow(115%) 83 60 6'-2.0" Adds To <br /> Point lb Snow(115%) 150 108 6'-4.0" Adds To <br /> Point lb Snow(115%) 50 36 9'-9.0" Adds To <br /> Point lb Snow(115%) 100 72 9'-0.0" Adds To <br /> Point lb Snow(115%) 192 0 1'-0.0" Adds To <br /> Point lb Snow(115%) 192 0 3'-0.0" Adds To <br /> NOTES <br /> •Building code and design methodology: 2018 IBC ASD(US). <br /> •Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. <br /> •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. <br /> J:\2015\154016-017.01 -WPC CBC-Ph1\I.Structural\Calculations\Roof Joists at South Fork Bakery.red <br /> 5/12/2023 3:33:33 PM Project: Folder:Type Page 1 of 1 <br /> The products noted are intended for interior, untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be installed <br /> in accordance with local building code requirements and RedBuiltT"recommendations.The loads,spans,and spacing have been provided by others and must <br /> be approved for the specific application by the design professional for the project. Unless otherwise noted,this output has not been reviewed by a RedBuilt."' <br /> associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> RedBuiltT", RedSpecT", Red-I'',Red-I45'",Red-I45L'",Red-I58T",Red-I65T", Red-I90'", Red-I90Hr", Red-I90HST", Red-L'", Red-WT",Red-Sr", Red-Mr", <br /> Red-Hr',RedLamT", FloorChoice'"are trademarks of RedBuilt LLC,Boise ID,USA. Copyright©2010-2022 RedBuilt LLC.All rights reserved. <br />