Laserfiche WebLink
• • <br /> SPEC Protect: Project Type: Type <br /> 7Location: WPC A8 South Fork Bakery <br /> .<0,. /op <br /> T Folder: Folder <br /> Date: 8/4/22 2:32 PM <br /> RedSpecTm by RedBuiltTM Designer: BN <br /> v7.1.14 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) 69% -1545 2254 Snow(115%) 1.0D+1.0S All Spans PASS <br /> Positive Moment(ft-lb) 86% 5537 6406 Snow(115%) 1.OD+1.OS All Spans PASS <br /> DEFLECTIONS(in) % Design Allow. Design Allow. Combination Pattern Pass/Fail <br /> Span Live 16% 0.098 0.600 L/999+ L/240 1.0D+1.05 All Spans PASS <br /> Span Total 46% 0.367 0.800 L/392 L/180 1.0D+1.0S All Spans PASS <br /> SUPPORTS Support 1 Support 2 <br /> Live Reaction,Critical(Ib)(DOL%) 346(115) 437(115) <br /> Dead Reaction(Ib) 839 1107 <br /> Total Reaction(Ib)(DOL%) 1185(115) 1545(115) <br /> Bearing Flush Flush <br /> Support Beam Beam <br /> Req'd Bearing,No Stiffeners(in) 1.79 2.80 <br /> Req'd Bearing,Stiffeners(in) 1.75 2.04 <br /> HANGERS Model Top Face Member Header Size <br /> Left MIU1.81/14 22-10d 2-10dx1.5" Glulam DF/SP 8.75x34.5 <br /> Slope: 0 None,Skew:0 None <br /> Right HU14* 28-10d 8-1odx1.5" LVL DF/SP 1.75x14 DBL <br /> Slope: 0 None,Skew:0 None <br /> (* =Web stiffeners required) <br /> SPANS AND LOADS <br /> Dimensions represent horizontal design spans. Member Slope:0/12 <br /> U ,. 11 <br /> f Is <br /> 12'-0.0" <br /> APPLICATION LOADS <br /> Type Units DOL Live Dead Partition Tributary Member Type <br /> Uniform psi Snow(115%) 25 18 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 /> 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 /> \\pndseafs0l\Projects\2015\154016-017.01-WPC CBC-Ph1\I.Structural\Calculations\Roof Joists at South Fork Bakery.red <br /> 8/4/2022 2:32:10 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 RedBullt'"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", RedSpec"",Red-IT",Red-I45'",Red-I45LTM Red-I58"",Red-I65" Red-I90'",Red-I90H"',Red-I90HS"',Red-L'",Red-W'"^,Red-S"',Red-M", <br /> Red-HT",RedLamTM,FloorCholceT"are trademarks of RedBullt LLC,Boise ID,USA. Copyright©2010-2022 RedBuilt LLC.All rights reserved. <br />