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©Boise Cascade <br />ENGINEERED WOOD PRODIICTG <br />BC CALCO Member Report <br />Build 16959 <br />Job name: <br />Address: <br />City, State, Zip: <br />Customer: <br />Code reports: <br />B1 <br />Wan <br />Chinook Lumber <br />ESR-1336 <br />Single 11-7/8" BCI® 5000-1.7 DF <br />J1-9 Joist <br />Dry 11 span I No cant. 1 16" OCS I Repetitive I Glued & nailed <br />File name: <br />Description: <br />Specifier: Kellen <br />Designer: MJM <br />Company: Boise <br />PASSED <br />August 18, 2023 10:07:30 <br />1 1 1 1 1 1 l'l 1 1 1 <br />09-00-00 <br />Total Horizontal Product Length = 09-00-00 <br />B2 <br />Reaction Summary (Down / Uplift) (Ibs) <br />Bearing <br />Live <br />Dead <br />Snow <br />Wind Roof Live <br />B1, 3-1/2" <br />240 / 0 <br />60 / 0 <br />B2, 3-1/2" <br />240 / 0 <br />60 / 0 <br />Load Summary <br />Live Dead Snow Wind Roof OCS <br />Live <br />Tag Description <br />Load Type <br />Ref. <br />Start <br />End <br />Loc. 100% 90% 115% 160% 125% <br />1 Standard Load <br />Unf. Area (lb/ft2) <br />L <br />00-00-00 09-00-00 <br />Top 40 10 16" <br />Controls Summary <br />Value <br />%Allowable <br />Duration <br />Case Location <br />Pos. Moment <br />608 ft-Ibs <br />19.3% <br />100% <br />1 04-06-00 <br />End Reaction <br />300 Ibs <br />21.1 % <br />100% <br />1 00-00-00 <br />End Shear <br />281 Ibs <br />17.3% <br />100% <br />1 00-03-08 <br />Total Load Deflection <br />L/999 (0.033") <br />n\a <br />n\a <br />1 04-06-00 <br />Live Load Deflection <br />L/999 (0.026") <br />n\a <br />n\a <br />2 04-06-00 <br />Max Defl. <br />0.033" <br />n\a <br />n\a <br />1 04-06-00 <br />Span / Depth <br />8.6 <br />% Allow <br />% Allow <br />Bearing Supports <br />Dim. (LxW) <br />Value <br />Support <br />Member <br />Material <br />B1 Wall/Plate <br />3-1/2" x 2" <br />300 Ibs <br />6.9% <br />21.1 % <br />Douglas Fir <br />B2 Wall/Plate <br />3-1/2" x 2" <br />300 Ibs <br />6.9% <br />21.1% <br />Douglas Fir <br />BC FloorValue® Summary <br />BC FloorValue@: I I I M Subfloor: 3/4" OSB, Glue + Nail <br />Minimum Enhanced Premium Subfloor Rating: Premium <br />Controlling Location: 04-06-00 <br />Notes <br />Design meets Code minimum (L/240) Total load deflection criteria. <br />Design meets User specified (L/480) Live load deflection criteria. <br />Design meets arbitrary (1 ") Maximum Total load deflection criteria. <br />Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. <br />Design based on Dry Service Condition. <br />BC CALCO analysis is based on IBC 2009. <br />Calculations assume member is fully braced. <br />Disclosure <br />Use of the Boise Cascade Software is <br />subject to the terms of the End User <br />License Agreement (EULA). <br />Completeness and accuracy of input <br />must be reviewed and verified by a <br />qualified engineer or other appropriate <br />expert to assure its adequacy, prior to <br />anyone relying on such output as <br />evidence of suitability for a particular <br />application. The output here is based on <br />building code -accepted design <br />properties and analysis methods. <br />Installation of Boise Cascade <br />engineered wood products must be in <br />accordance with current Installation <br />Guide and applicable building codes. To <br />obtain Installation Guide or ask <br />questions, please call (800)232-0788 <br />before installation. <br />BC CALC@, BC FRAMER@ , AJSTM' <br />ALLJOISTO , BC RIM BOARD TM, BCIO , <br />BOISE GLULAMTM, BC FloorValue@ , <br />VERSA -LAM@, VERSA -RIM PLUS@ , <br />Page 1 of 1 <br />