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HomeMy WebLinkAboutPLANS - 17-00660 - 522 Laurel St - Mobile Home Roof Line48 I S L pU c `C3 4 4. 48 I S L t CF kl� r\p 06, r\p rz RTE MEMBER REPORT Level, Roof.. Joist 1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC Overall Sloped Length: 811 3/4" + 12 4 ' E L 7' All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal Mt Results Actual 0 Location Member Reaction (lbs) Allowed Result LDF Load: C.W.W. 385 @ 2 1/2" Shear (lbs) 3281 (3.50") Passed (12%) 1.0 D + 1.0 S (All ; 311 @ 8 11/16" Moment (Ft -lbs) 652 @ 3' 9 1/2" 1139 Passed (27%) 1.15 1.0 D + 1.0 S (AII ; Live Load Defl. (in) 0.139 @ T9 1/2" 975 Passed (67%) 1.15 0.252 1.0 D + 1.0 S (AII Total Load Defl.(in) 0.201 @ 3'9 1/2" Passed (L/b53) 1 0.378 1 1.0 D + 1.0 S (Ail ; Deflection criteria: LL (L/360) and TL (L/240). Passed (L/450 - ) < 1.0 D + 1.0 S (All - Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. A 15% increase in the moment capacity has been added to Applicable calculations are based on NDS. account for repetitive member usage. t3.5011 _.J... LOatls to supports (lits) SuPpor'ts Tara e Req Ardred (lead snow Totem Accessories 1 - Beveled Plate - DF 3.50" 1.50" 120 265 385 Blocking 2 - Beveled Plate - DF . 1.50" 120 265 385 ocldng • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. LOW$ ILocation (Side) s d 1 - Uni rm (PSF) 0 to 7' 7" 24^ 15.0 1 35.0 1 Rexburg Snow PASSED I. J System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology: ASD Member Pitch: 4/12 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. SUSTAiNAB�E FORESTRY INITIATIVE Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended fA circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified is responsible forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Dalian vvitd+rg BMG f208)656-9587 da an.w:ir.ing.O—b i;ldw thbrnc.com Reviewed for Cohr, Compliance I Bt.akding Inst ector Job Notes 10/31/2017 1:40:07 PM Forte v5.2, Design Engine: V6.6.0.14 Page 1 of 1 J�-Oo660 SOLUTIONS LUTIONS REPORT Level, Roof- Joist "' � R T E PASSED C urrem Solution:: 1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC Overall Sloped Length: 7' 7 7/16" 46-K �A t,6 (LU) CAI&r All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual 3 1/2" 2 x Douglas Fir -Larch No. 7 3 1/2" Design Results Actual 0 Wb- Allowed Result LQF Member Reaction (lbs) 360 @ 2 1/2" 3281 Passed (li%) Shear (lbs) 286 @ 8 11/16" 3.50" 1139 Passed (25%) 1.15 Moment (Ft -lbs) 565 @ 3' 6 1/2" 975 Passed (58%) 1.15 Live Load Defl. (in) 0.104 @ 3' 6 1/2" 0.234Passed (L/812) Total Load Defl. (in) 0.151 @ T6 1/2" 1 0.3511 Passed (U559) Depth Series 3 1/2" 2 x Douglas Fir -Larch No. 2 3 1/2" 2 x Douglas Fir -Larch No. 2 3 1/2" 2 x Douglas Fir -Larch No. 7 3 1/2" 2 x Douglas Fir -Larch No. 2 3 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 51/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 5 1/2" 2 x Douglas Fir -Larch No. 2 71/4 2 x Douglas Fir -Larch No. 2 7 1/4" 2 x Douglas Fir -Larch No. 2 7 1/4" 2 x Douglas Fir -Larch No. 2 7 1/4" 2 x Douglas Fir -Larch No. 2 rort9 sof ware Operator 2o3 Job Notes System : Roof Member Type : Joist Building Use : Residential Building Code: IBC 2015 Design Methodology: ASD Member Pitch : 4/12 Plies I Spacling I Wood Volume 1 12" 0.70 2 12" 1.40 2 16" 1.05 2 19.2" 0.87 2 24" 0.70 1 12" 1.10 1 16" 0.82 1 19.2" 0.69 1 24" 0.55 1 32" 0.41 2 12" 2.20 2 16" 1.65 2 19.2" 1.37 2 24" 1.10 2 32" 0.82 3 12" 3.30 3 16" 2.47 3 19.2" 2.06 3 24" 1.65 3 32" 1.24 1 12" 1.45 1 16" 1.09 1 19.2" 0.91 1 24" 0.72 10/2712017 2:50:04 Pt,�l Forte v5,2, Design Ergine: `.j6.6. .`I4 'image 1 of F T E . SOLUTIONS PEP0117 Level, Roof. Joist PASSED Current Solution:: 1 piece(s) 2 x 4 Douglas Fir -Larch No. 2 @ 16" OC Overall Sloped Length: 15' 7/8" All Product Solutions Depth Series o PliesFSpacingod + 5 1/2" 2 x Douglas Fir -Larch No. 210.52 0 12 4 10.82 1/4" x Douglas Fir -Larch No. 211 11.092 1/4"2 x Douglas Fir -Larch No. 2 11.39 The purpose of this report is for product comparison only, Load and support information necessary individual Member Report for submittal 1 16" 1.69 for professional design review is displayed x J L 6' 7' 1 All locations are measured from the outside face of left support (or 3 left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Member Reaction (lbs) 579 @ 6'8 1/4" 5435 / e Passed (11%) System : Root 5.50" Shear (lbs) 268 @ 7' 2 5/16" 725 Passed (37%) 1.15 Member Type :.joist Building Use : Residential Moment (Ft -lbs) -399 @ 6' 8 1/4" 456 Passed (88%) 1.15 Building Code: IBC 2015 Live Load Defl. (in) 0.226@..10'7 3 4 0.257 Passed (L/409) Design Methodology : ASD 0.311 @ 10' 8 Total Load Defl. (in) 3/16" 0.385 Passed (L/298) Member Pitch : 4/12 All Product Solutions Depth Series 3 1/2" 2 x DouglasFir-Larch No. 2 PliesFSpacingod Volume 5 1/2" 2 x Douglas Fir -Larch No. 210.52 7 1/4" 2 x Douglas Fir -Larch No. 29 10.82 1/4" x Douglas Fir -Larch No. 211 11.092 1/4"2 x Douglas Fir -Larch No. 2 11.39 The purpose of this report is for product comparison only, Load and support information necessary individual Member Report for submittal 1 16" 1.69 for professional design review is displayed purposes. not here. Please print an rorte sottware Operator k,,en nansen BMC t208) 656-9801 P,ler: Hansen@buddwdhbrn, com Job Notes 10/31/2017 1144:04 PM Forte v5.2, Design Engine: V6.6.0.14 Page 1 of 1