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�SiE� Single 11-7/8" BCI� 6500-1.8 DF JoistW01 <br />BC CALC� 2.0 Design Reporl - US 2 spans � Right cantilever � 0/12 slope Monday, January 12, 2009 71:00 <br />Bliild 276 16" OCS � Non-RepeUtive � Gtued 8 nailed construction <br />File Name: Attached Cantilever <br />Job Name: Olsen Description: J01 ^O �� ,�^,� <br />Address: 1422 W. Mukilteo Blvd Specifier: ` "(�J <br />Cily, State, Zip: Everett, WA Designer. <br />Customer: Company: <br />Code reports: ESR-1336 Misc: <br />'--•-' ' '_ . . . . . _._ • -.-•-- <br />80. 2-1/2" <br />LL 404 Ibs <br />DL 231bs <br />��? <br />�i <br />•-- • .- .. ._.. ._... <br />,:y c,. <br />i <br />02 a�oo <br />Bt. 5-1/2' <br />LL 1,4751bs <br />DL 691 Ibs <br />SL 5001bs <br />Total Horizontal Product Lenglh = 17-06-00 <br />LoadSummary �rvs w■d snow wnnd Rootuv. <br />MO <br />1 Standard Load <br />2 Wall We�ght <br />3 Roof Load <br />4 Deck Loed <br />Pos. Moment <br />Neg. Moment <br />End Reaction <br />Inl. Reaction <br />Cont. Shear <br />Uplift <br />Total Load Defl. <br />Live Load Detl. <br />Total Neg. Defl. <br />Span / Depth <br />Conc. Lin. <br />Conc. Lin. <br />Conc. Lin. <br />1,307 ft-Ibs <br />-4,304 ft-Ibs <br />413 Ibs <br />2,636 Ibs <br />1,866 Ibs <br />189 Ibs <br />2xU206 (0.292") <br />2xU264 (0.227") <br />-0.215" <br />15.0 <br />29.1 % <br />83.3°/a <br />31.8% <br />79.0% <br />96.9% <br />n/a <br />87.5% <br />90.9% <br />42.9% <br />n/a <br />Left 00-00-00 17-oti-oo <br />Right 00-02-12 00-02-12 <br />Right 00-02-12 00-02-12 <br />Right 00-00-00 00-00-00 <br />115% <br />100% <br />115% <br />115% <br />2 <br />74 <br />2 <br />15 <br />15 <br />15 <br />15 <br />15 <br />4� 1U <br />0 80 <br />221 325 <br />600 60 <br />1 - Right <br />1 - Left <br />2 - Left <br />2 - Left <br />1 - Lefl <br />2 - Cantilever <br />2 - Cantilever <br />1 <br />1 <br />X Allow X Allow <br />Bearing Supports Dlm (L x W) Value Support Membar Materla� <br />BO Wall/Plate 2-112" x 2-9116" 427 Ibs n/a nla Unspecified <br />Bt WaIllPlate 5-112" x 2-9/16" 2,6661bs n/a n/a Unspecified <br />Cautions <br />Uplift of 189 Ibs found al span 1- Left. <br />Design assumes Top and Bottom tlanges to be restrained at canlilever. <br />Web sliffeners are always required under concentraled loads that exceed 1,000 Ibs. Install <br />ihe web stiffeners snug to the top of the flange. Follow the nailing schedule for intertnediale <br />bearings. <br />Notes <br />Design meels Code minimum (2xU180) Tolal load de(leclion criteria for cantilever spans due <br />to roof loads. <br />Design meets Code minimum (U240) Tolal load defieclion criteria for non-canlilever spans. <br />Design meels Code minimum (2xL1240) Live load deflection criteria for cantilever spans due <br />to roof loads. <br />Design meels Code minimum (L/360) Live load deFleclion crileria for non-cantilever spans. <br />Composile EI value based on 23/32" thick sheathing glued and nailed to joist. <br />User Notes <br />See attached sheel for connection detail. <br />Roof Loading: 25 psf snow, 15 psf dead with 13'-0" tributary width <br />Deck Loading: 100 psf live, 10 psf dead with 6'-0" tributary width <br />11 7/8" BCI 6500 1.8 joisl is structurally adequate to support the design loads according to <br />the dimensions and loads shown above, <br />Loads and dimensions shall be verified by project's design professional af record. <br />Page 1 of 1 <br />16" <br />16" <br />16" <br />Disclosure <br />Completeness and accurecy of inpul must <br />be verified by anyone who would rely on <br />outpul as evidence ol suitabilily tor <br />partiwlar application. Output here based <br />on building code-accepted design <br />proaerties and analysis methods. <br />Installation o( BO�SE enginaereA wood <br />produds musl be in accordance with <br />curtent Inslallation Guide and applicable <br />building codes. To obWin Installation <br />Guide or ask questions, please ca�l <br />(800)232•0788 belore inslallalion. <br />BC CALC�, BC FRAMER� , AJS^' <br />ALIJOISTm , BC RIM BOARD"', BCim . <br />BOISE GLULAM"' SIMPLE FRAMING <br />SYSTEM� , VERSA-LAM�, VERSA-RIM <br />PLUSm.VERSA-RIMm, <br />VERSA-STRANDm. VERSA-STUDm are <br />trademarks ol Boise Wood Products, <br />L.L.C. <br />��: ,. ; :� <br />''�';i� F�. " <br />�� �.�--- �r��-�, <br />6s ., �i�, �v�.i-,:�.��,"••. <br />r �: „E' /'. . c> <br />. <br />r.. _�`�i� ,� � ` ` , <br />:�ila)'r� � �� <br />h n, :. '�'Yr <br />c :. :-� - <br />•"Q�. <br />� ..�tyl�'[.��Y\� <br />� Sl�t�i] a:.::� V <br />