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Home My WebLink AboutSPECS - 19-00117 - 270 W Main St - Basement Finish/Remodel, I F O � T MEMBER REPORT Level, Roof. Flush Beam It 2 piece(s) 13/4" x 117/8" 2.0E Microllam® LVL Overall Length: 12' 7" e its Acttal'@ Location :_..._ _-... o ;;; Result :' LDP,. Goad. Combination (Pattern) E n All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal - De ign orizontal. Design Res its Acttal'@ Location Allowed ;;; Result :' LDP,. Goad. Combination (Pattern) Member Reactl n (Ibs) 3826 @ 2" 4922 (2.25") Passed (78%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) Moment (Ft -1134) to carry all loads applied directly above it, bypassing the member being designed. 3098 @ 1' 3 3/8" 11599 9081 Passed (34%) 1.15 1.0 D + 1.0 S (All Spans) @ 6' 3 1/2" 20525 Passed (57%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0,242 @ 6'3 1/2" 0,408 Passed (L/607) -- 1.0 D + 1.0 S (All Spans) Total Load De • Deflertinn rrit . (in) •a• i i n ream —. 0.353 @ 6' 3 1/2" - n nem 0.613 Passed (L/417) 1. D + 1.0 S (All Spans) Top Edge Ba+ (Lu): Top compression edge must be braced at 12' 4" o/c unless detailed otherwise. Bottom Edge Blltacing (Lu): Bottom compression edge must be braced at 12' 5" o/c unless detailed otherwise. —777 r" TributaryDead 7E7 Loads ::Location'(Side) width (0:90) Comments 0 -Self Weight ( LF) 1 1/4" to 12'S 3/4" N/A 12.1 1 - Uniform (PS) 0 to 12' 7" (Front) 12'1 1/2" 15.0 35.0 Rexburg Snow Load Weye'rhaeqser.Notes Weyerhaeuser w�rrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantles related to the software. Use of this software Is not intended to circumvent the need for a design ng Professional withthe overall pr ect. Accessories by the ty rii(RimurBoard�Blocking Panels and Sq ash Blocks)rare not des gned bylthis software. Products) manufactured at on Is Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical rggports ESR -1153 and ESR -1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser prbduct literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-libary. The product appl4cation, input design loads dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Matthew Hilker BMC (208)656-9585 PASSED System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 (i SJ SUSTAINABLE FORESTRY INITIATIVE 3/19/2019 3:57:40 PM Forte v5.4, Design Engine: V7.1.1.3 Page 1 of 1 Bearing Length Loads to Supports (Ibs) '' , Supports' 1 -Stud wall - OF Total Aveilable'Required Dead ': Snow Total Accessories 3.50" 2.25" 1.75" 1219 2670 3889 1 1/4" Rim Board 2_S -Stud wall - D 3.50" 2.25" 1,75" 1219 2670 3889 1 1/4" Rim Board • Rim Board is a sumed to carry all loads applied directly above it, bypassing the member being designed. —777 r" TributaryDead 7E7 Loads ::Location'(Side) width (0:90) Comments 0 -Self Weight ( LF) 1 1/4" to 12'S 3/4" N/A 12.1 1 - Uniform (PS) 0 to 12' 7" (Front) 12'1 1/2" 15.0 35.0 Rexburg Snow Load Weye'rhaeqser.Notes Weyerhaeuser w�rrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantles related to the software. Use of this software Is not intended to circumvent the need for a design ng Professional withthe overall pr ect. Accessories by the ty rii(RimurBoard�Blocking Panels and Sq ash Blocks)rare not des gned bylthis software. Products) manufactured at on Is Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical rggports ESR -1153 and ESR -1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser prbduct literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-libary. The product appl4cation, input design loads dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Matthew Hilker BMC (208)656-9585 PASSED System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 (i SJ SUSTAINABLE FORESTRY INITIATIVE 3/19/2019 3:57:40 PM Forte v5.4, Design Engine: V7.1.1.3 Page 1 of 1 " 11 MEMBER REPORT Level, Floor: Drop Beam 2 piece(s) 13/4" x 9 1/2" 2.0E Microllam@ LVL 0 Desi h ReS Its r .. Adtual'@':Location.', ; Allowed., -'Result "' LDIF Load: Combination (Pattern): Member React! n (lbs) 2444 @ 4" 8181 (5.50") Passed (30%) 1.0 D + 1.0 L (All Spans) Shear (lbs) 2020 @ 1' 3" 6318 Moment (Fteb Passed (32%) 1.00 1.0 D + 1.0 L (All Spans) 8012 @ 7' 2 1/2" 11775 Live Load De 1.(in) 0.428 @ 7' 2 1/2" Passed (68%) 1.00 1.0 D + 1.0 L (All Spans) 0.458 Total Load Defl. (in) 0.573 @ 7' 2 1/2" 0.688 Passed (L/385) 1.0 D + 1.0 L (All Spans) —� Deflection critefia: LL (L/360) and TL (L/240). Passed (L/288) 1.0 D + 1.0 L (All Spans) Top Edge Braci g (Lu): Top compression edge must be braced at 14' S" o/c unless detailed otherwise. • Bottom Edge B acing (Lu); Bottom compression edge must be braced at 14' 5" o/c unless detailed otherwise. Bearing Length Loads to Supports (lbs) SUpportS j ' 1 - Stud wall - S _._ F Total Available Required Dead Floor Live Total Accessories 2 -Stud wall- S • Blocking Panel F are assumed to rarry 5.50" 5.50" 1.64" 5.50" 1.64" nn 1-1. 618 1826 618 1826 2444 Blocking 2444 BlocWng PASSED System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD - - - _••• ••- "� uNF ucu a me memoer Deing designed. ' ' Tributary Dead Floor Live Location (Side) Width,.. ,i i of 2 (0.90) (1.00) Comments 0 - Self Weight (hF) 0 to 14' 5" N/A 9.7 1 -Uniform (PSF 0 to 14' 5" (Front) 6' 4" 12,0 40 0 Residential - Living _ Areas Weyerhaeuser Notes Weyerhaeuser 4rants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ex ressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design Professional as d termined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with a overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser fa ilities are third -party certified to sustainable forestry standards, Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical r ports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser pr, duct literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support Information have been provided by Forte Software Operator 3/19/2019 4:00:03 PM Forte v5.4, Design Engine: V7.1.1.3 Page 1 of 1