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2004 - P07304 - new structure
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0965 Willow View Drive - 28-118-23-44-0010
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2004 - P07304 - new structure
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Last modified
8/22/2023 4:26:11 PM
Creation date
2/18/2020 9:52:30 AM
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x Address Old
House Number
965
Street Name
Willow View
Street Type
Drive
Address
965 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440010
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203608 GRT RM/CLO <br /> �:everhaeu�er8usin4 2 Pcs of 1 3/4 x 11 7/8 2.0E Parallam® PSL <br /> TJ-Beam(TM)6.'10 Serial Number 7003009804 <br /> User.1 1/21/2004 3:19:28 PM <br /> Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> L � <br /> 111 <br /> 18'2" a <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(0) Floor(1.00) 54.0 20.0 0 To 18'2" Adds To <br /> Point(lbs) Floor(1.00) 0 6729 17'3" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length LivelDeadlUpliftlTotal <br /> 1 Microllam LVL beam 3.50" 3.50" 847/662/0/1509 Al:Blocking 1 Ply 1 3/4"x 11 7/8"2.0E Parallam®PSL <br /> 2 Wood column 5.25" 5.25" 861/6938/0/7799 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking,L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -7755 1327 8035 Passed(17%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 7771 7771 19902 Passed(39%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.222 0.442 Passed(L/956) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.483 0.884 Passed(U440) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L240). <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 UBC 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 /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST.NE <br /> SUITE 106 <br /> BLAINE,MN 55449 <br /> Phone:(763)780-8004 <br /> Fax :(763)780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright © 2003 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® and Microllam0 are registered trademarks of True Joist. <br />
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