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31A-169 (2) a N 1 a eL v o 0 • �. e riQ 6 CD 79" V) = P CD P-( / 6 " 48" +' .r a i = 187 CD 0 P fCQ 7L1Nd a O n W 24W3621B co ca 1 E P' Z 0 •UR1893- 493W B18-L DISHW24 SSCB36 c NI= O, 0 O, f co 1 Cr O 1 0 I , ,-1 r I� 4.(A� 1 I N 9 I it 0 Ca N 1 N. N+ M - 1 FY -1 ._1.1 IEY Inrnl 0 O <lw 8484£ 0£84£ 8M CO w w CT) CD ,-- Z-0£a00H r 1 w 86£17ZM M 86£LZ_j_ O N (7, co v) O CDa. CI. ,9L ,, .,f Le ,i — .,f,££b --- 1I .,L8 L / Bo II a CD 'C3 vii > a Z 0 ( Q, 0 cr � ! 11 1 1 1 I C7 ! b d I IZ 4' croo P. F . ,1 Q z N J 4 — 0 NW Wo W ii F 0 R T E MEMBER REPORT Level,Floor:Drop Beam PASSED 3 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL /) Overall Length: 11' 1" ::'I ('/cG ‘0,g,r.,,adiect „ . IIJJ 0 11,1" sa 1 x El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design-Results Actual®Location Allowed Result LDP Loads Combination(Pattern) - System:Floor I Member Reaction(lbs) 5086 @ 1 1/2" 6694(3.00") Passed(76%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 4130 @ 10'1/2" 9476 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 13464 @ 5'6 1/2" 17662 Passed(76%) 1.00 1.0 D+1.0 L(All Spans) Building Cale:IBC Live Load Defl.(in) 0.282 @ 5'6 1/2" 0.361 Passed(L/460) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.432 @ 5'6 1/2" 0.542 Passed(L/301) -- 1.0 D+ 1.0 L(All Spans) •Deflection criteria:LL(1/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'1"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports Qbs) Supports ' Total Available 'Required Dead a total Accennedes 1-Stud wall-SPF 3.00" 3.00" 2.28" 1761 3325 5086 None 2-Stud wall-SPF 3.00" 3.00" I 2.28" 1761 3325 5086 None Tributary Dead Floor Live Loads Location Width (0.90) (L0O) Comments 1-Uniform(PSF) 0 to 11'1" 12' 20.0 50.0 Residential-Living Areas 2-Unitorm(PLF) 0 to 11'i" N/A 64.0 - Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE •Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values, 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 to 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 to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/25/2013 10:18:01 AM Peter Van Buren Forte v4.0,Design Engine:V5.6.1.203 Cowl's Building Supply ;313)E46-0001 oeteigcowls corn Page 1 of 1