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1913 HOYT AVE WHOLE SITE 2022-05-23
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1913 HOYT AVE WHOLE SITE 2022-05-23
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Last modified
5/23/2022 7:57:47 AM
Creation date
5/4/2021 2:11:26 PM
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Address Document
Street Name
HOYT AVE
Street Number
1913
Tenant Name
WHOLE SITE
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MEMBER REPORT Upper Floor Framing, U-02 Stair header PASSED <br /> 1 piece(s) 1 1/2" x 11 7/8" 1.3E TimberStrand® LSL <br /> Overall Length:3'7" <br /> + + <br /> o _ o <br /> 3'4- <br /> i. <br /> L 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual <br /> 'Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 696 @ 1 1/2" 1598(1.50") Passed(44%) -- 1.0 D+1.0 L(AU Spans) Member Type:Flush Beam <br /> Shear(Ibs) 283 @ 1'1 3/8" 5047 Passed(6%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 580 @ 1'9 1/2" 4999 Passed(12%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> I Live Load Defl.(in) 0.008 @ 1'9 1/2" 0.111 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> i Total Load Deft.(in) 0.010 @ 1'9 1/2" 0.167 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 3'4"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3'4"o/c unless detailed otherwise. <br /> .. Bearing Loads to Supports(Ibs) : .,x_ �: ':: <br /> 5 <br /> Supports Total Available Required Dead FlLivooer Total Accessories <br /> , <br /> 1 1-Hanger on 11 7/8"LVL beam 1.50" Hanger, 1.50" 156 591 747 See note' <br /> 2-Hanger on 11 7/8"LVL beam 1.50" Hanger, 1.50" 156 591 747 See note' <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> • I See Connector grid below for additional information and/or requirements. <br /> Connector:Simpson Strong-Tie Connectors <br /> Support Model Seat Length Top Nails Face Nails Member Nails Accessories <br /> 1-Face Mount Hanger U210 2.00" N/A 10-lad x 1-1/2 6-10d x 1-1/2 <br /> 1 2-Face Mount Hanger U210 2.00" N/A 10-10d x 1-1/2 6-10d x 1-1/2 <br /> Tributary Dead Floor live <br /> Loads Location(Side) Width (0.90) (1.00) Comments <br /> I 0-Self Weight(PLF) 1 1/2"to 3'5 1/2" N/A 5.2 <br /> Residential-Living <br /> 1-Uniform(PSF) 0 to 3'7"(Front) 8'3" 10.0 40.0 Areas <br /> Member Notes <br /> header at top of stair Weyerhaeuser Notes "1"//�� <br /> SUSTAINABLE FORESTRY Il.,ITIATIvE <br /> I Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (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 <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator Job Notes 1/6/2017 10:24:05 AM <br /> Forte v5.2,Design Engine:V6.6.0.14 <br /> Da'^:,Parnell Duplex 147E <br /> c, i,c Ur es ' Duplex 1470.4te <br /> 25)3 3-05111 ;h� <br /> . SKilli:r Ti,nr <br /> Page 11 ., <br />
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