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2004 - P07304 - new structure
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0965 Willow View Dr - 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
Metadata
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Template:
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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Updated
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~� r 203608 GAME RM FRENCH DR <br /> +t�a� _8 3 Pcs of 1 3/4" x 14" 2.0E Parallam® PSL <br /> R <br /> TJ-Beam(TM)6.10 Serial Number:7003009804 <br /> PUser:age 1 Engin Vers04 ion:1.10_3 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version:1.10.3 <br /> - CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Di <br /> 93.8" <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(plf) Floor(1.00) 670.0 251.0 0 To 3' Adds To <br /> Uniform(plf) Floor(1.00) 720.0 270.0 3'To 13'8" Adds To <br /> Point(lbs) Floor(1.00) 0 3847 3" - <br /> Point(lbs) Floor(1.00) 0 2239 3'3" - <br /> Point(lbs) Floor(1.00) 0 6405 13'5" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/UpliftlTotal <br /> 1 Wood column 5.25" 5.25" 5057/7634/0/12692 L5 None <br /> 2 Wood column 5.25" 5.25" 5179/9008/0/14188 L1:Blocking Custom Blocking <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 8532 7242 14210 Passed(51%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 25980 25980 40743 Passed(64%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.230 0.326 Passed(L/681) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.375 0.652 Passed(L/417) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:U240). <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 /> 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 h 2003 by Trus Joist, a Weverhaeuser Business <br /> Parallami® is a registered trademark of Tru_: Joist. <br />
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