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• <br /> ®gain Cascade Single 11-7/8" BCI® 5000-1.7 DF Designs101 <br /> Dry I 1 span I No cantilevers 10/12 slope Friday, March 01,2013 <br /> BC CALCS Design Report-US 16 OCS I Repetitive I Glued&nailed construction <br /> Build 1926 File Name: 13-200 CALC.bcc <br /> Job Name: MANKE DECK Description: Designs\01 <br /> Address: Specifier: LHO <br /> City, State,Zip:, Designer: <br /> Customer: KILGORE BLACKMAN Company: BOISE CASCADE <br /> Code reports: ESR-1336 Misc: <br /> [—TT—F. 1 a-,-. . 11 1 1 � . 1 _1 s_._ <br /> 80 09-oa-14 <br /> B1 <br /> Total Horizontal Product Length=09-08-14 <br /> Reaction Summary(Down I Uplift) (lbs) <br /> Bearing Live Dead Snow Wind Roof Live <br /> BO 390/0 195/0 <br /> B1 390/0 195/0 <br /> Live Dead Snow Wind Roof Live OCS <br /> Load Summary <br /> Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% <br /> 1 Standard Load Unf.Area(Ib/fl"2) L 00-00-00 09-08-14 60 30 16 <br /> Controls Summary Value %Allowable Duration Case Location Disclosure <br /> �L /P�'os. Moment 1,363 ft-lbs 43.3% 100% 1 04-10-07 Completeness and accuracy of input must <br /> iI End Reaction 584 lbs 54.7% 100% 1 00-00-00 be verified by anyone who would rely on <br /> End Shear 564 lbs 34.7% 100% 1 00-02-00 output as evidence of suitability for <br /> Total Load Defi. U1,292(0.089") 27.9% Na 1 04-10-07 particular application <br /> code-accepted <br /> Output dt sign based <br /> on bulling and <br /> alysis t design <br /> Live Load Defl. U1,938(0.059") 24.8% Na 2 04-10-07 properties and analysis methods. <br /> Max Defl. 0.089" 8.9% Na 1 04-10-07 Installation of BOISE engineered wood <br /> Span/Depth 9.6 n/a Na 0 00-00-00 products must be in accordance with <br /> current Installation Guide and applicable <br /> %Allow %Allow building codes.To obtain Installation Guide <br /> or ask questions,please call <br /> Bearing Supports Dim.(L xN) Value Support Member Material (800)232-0788 before installation. <br /> BO Hanger 2"x 2" 584 lbs n/a 54.7% Hanger BC CALM,BC FRAMER®,AJS'°, <br /> B7 Hanger 2"x 2" 584 lbs Na 54.7% Hanger ALWOIST®,BC RIM BOARD"',BCI®, <br /> BOISE GLULAMTM,SIMPLE FRAMING <br /> Notes SYSTEM®,VERSA-LAM®,VERSA-RIM <br /> Design meets User specified(L/360)Total load deflection criteria. PLUS®,VERSA-RIM®, <br /> Design meets User specified U480 Live load deflection criteria. VE RAND®,CascadVERSAe <br /> Wood are <br /> 9 P ( ) Products <br /> trademarks of Boise Cascede Wood <br /> Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. <br /> Calculations assume member is fully laterally braced. <br /> Composite El value based on 1/2"thick Douglas Fir plywood sheathing glued and nailed to <br /> member. <br /> Design based on Dry Service Condition. <br /> Page 1 of 1 <br />