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2003-P06851- addn/remodel/repair
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4735 Tonkaview Lane - 07-117-23-32-0004
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2003-P06851- addn/remodel/repair
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Last modified
8/22/2023 5:34:52 PM
Creation date
5/8/2019 11:42:04 AM
Metadata
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Template:
x Address Old
House Number
4735
Street Name
Tonkaview
Street Type
Lane
Address
4735 Tonkaview La
Document Type
Permits/Inspections
PIN
0711723320004
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TJ-Beam(TM)6.06 6.06 Serial Num r:7002002831 3 PCs of 1 3/4" x 117/8" 1.9E Microllam® LVL <br /> User.1 9/30/0312:36:10 PM <br /> Page Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> El,M 10 <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width: 12' <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Stud wall 3.50" 3.50" 3600/1209/0/4809 L1:Blocking 1 Ply 13/4"x 117/8"1.9E Microllam®LVL <br /> 2 Stud wall 3.50" 3.50" 3600/1209/0/4809 L1:Blocking 1 Ply 1 3/4!'x 117/8"1.9E Microllam®LVL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 4702 -3988 11845 Passed(34%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 17242 17242 26772 Passed(64%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.384 0.489 Passed(U458) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.513 0.733 Passed(L/343) MID Span 1 under Floor loading <br /> -Deflection Criteria:STAN DAR D(LL:L/360,TL:L/240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Randy Zellmann <br /> Justus <br /> 330 11 th ave south <br /> hopkins,mn 55343 <br /> Phone:952-938-2741 <br /> Fax :952-938-1552 <br /> none <br /> Copyright (g _01031 by Tr— Joist, a Weyerhaeuser Business <br /> Microllamb is a registered trademark of Tru= Joist. <br />
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