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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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Updated
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�_�� - 203608 FOYER STAIRS <br /> _`' AVEbe rt09804s 1 314" x 11 7/8" 2.0E Parallam® PSL <br /> TJ-Beam(TM)6.10 Serial Number 7003009804 <br /> PUser:age 1 Engin Version: <br /> 0:16 PM 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 /> b 9'6" 3 <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 /> Tapered(plf) Floor(1.00) 130.0 To 0.0 49.0 To 0.0 0 To 9'6" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other <br /> Width Length Live/Dead/Uplift/Total Depth <br /> 1 TJI beam 1.75" Hanger 599/256/0/854 1 11.88" N/A H2:Face Mount Hanger None <br /> 2 Microllam LVL beam 3.50" Hanger 399/181 /0/580 1 11.88" N/A H1:Face Mount Hanger None <br /> -Backer Blocks are required at support(s): 1. <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):H2:Face Mount Hanger,H1:Face Mount Hanger <br /> HANGERS: Simpson Strong-Tie®Connectors <br /> Support Model Slope Skew Reverse Top Flange Top Flange Support Wood <br /> Flanges Offset Slope Species <br /> 1 Face Mount Hanger IUT9 0/12 0 No N/A N/A N/A <br /> 2 Face Mount Hanger IUT9 0/12 0 No N/A N/A NIA <br /> -Nailing for Support 1: Face:8-10d,Top N/A,Member:2-N10 <br /> -Nailing for Support 2: Face:8-N10,Top N/A,Member:2-N10 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 819 593 4018 Passed(15%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 1578 1578 9951 Passed(16%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.039 0.227 Passed(L/999+) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.056 0.453 Passed(LI999+) 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"ofc 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 n 2003 by Tres Joist, a Weyerhaeuser Business <br /> Parallam and Microllam are registered trademarks of Trus Joist. <br /> Simpson Strong-Tie* Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. <br />
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