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2014-01131 - addn/remodel/repair
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2014-01131 - addn/remodel/repair
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Last modified
8/22/2023 5:42:56 PM
Creation date
6/12/2019 1:14:03 PM
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x Address Old
House Number
1015
Street Name
Tonkawa
Street Type
Road
Address
1015 Tonkawa Rd
Document Type
Permits/Inspections
PIN
0811723240002
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it F 0 R T E . MEMBER REPORT MAIN Level, DINING FRENCH PASSED <br /> 2 piece(s) 13/4" x 16" 2.0E Microllam® LVL <br /> Overall Length: 12 6 0 <br /> 0 0 <br /> 1200 <br /> Ir0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are hodzontal.;Drawing is Conceptual <br /> Design Resuks Act+ul 0 Location Allowed Result LDF toad:Combination(Mattern) System:Wall <br /> Member Reaction(lbs) 4883 @ 12 4 8 7613(3.00") Passed(64%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header <br /> Shear(lbs) 4282 @ 10 110 12236 Passed(35%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 16731 @ 7 7 0 35781 Passed(47%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBc <br /> Live Load Defl.(in) 0.116 @ 6 5 13 0.408 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.204 @ 6 5 12 0.613 Passed(L/722) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Bracing(W):All compression edges(top and bottom)must be braced at 117 7 o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Boni Y Loads to Supports(lbs) <br /> SIIppOl1CS Total Avadabla Raquirad Dead Floor <br /> LI" Snow Total Aceoaaories <br /> 1-Trimmer-SPF 3.00" 3.00" 1.50" 1619 1750 1032 4401 None <br /> 2-Trimmer-SPF 3.00" 3.00" 1.92" 2113 1750 1943 5806 None <br /> Tributary Dead Roar Live Snow <br /> Loads Locution Width (0-90) (1.00) (1.15) Comments <br /> 1-Uniform(PSF) 0 0 0 to 12 6 0 700 12.0 40.0 - FLOOR <br /> 2-Uniform(PLF) 0 0 0 to 12 6 0 N/A 70.0 WALL <br /> 3-Point(lb) 770 N/A 1211 2231 TRIMMER <br /> 4-Paint(Ib) 9 9 0 N/A 403 744 TRIMMER <br /> Weyerttaeuser NODS SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �l <br /> Weyerhaeuser e)Vressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Bloddng 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. <br /> The product application,input design loads,dimensions and support Information have been provided by JEFF H <br /> Forte Software Operator Job Notes 8/6/2014 3:48:03 PM <br /> Kyle Mill zer 08061 4.3 Forte v4.5, Design Engine:V6.1 A.5 <br /> Shaw Stewart Lumber Co. OSLO BUILDERS 080614.3_Oslo__Part.4te <br /> i612j 238-4204 PARTEN REMODEL <br /> kinifit7erc@rshawstewarl,lumberco.com Page 2 of 6 <br />
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