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2005 - P08369 - new structure
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1005 Willow View Drive - 28-118-23-41-0006
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2005 - P08369 - new structure
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Last modified
8/22/2023 4:24:55 PM
Creation date
2/18/2020 11:50:45 AM
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x Address Old
House Number
1005
Street Name
Willow View
Street Type
Drive
Address
1005 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823410006
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RCC RRift .L <br /> Wz. 3 PCs of 1 314" x 9 112" 2.0E Par Ilam®PSL <br /> iser 14 Phi <br /> Page 1 Ermine veisiar 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> r-? <br /> 41. 4 <br /> kifl <br /> ' * <br /> Product Diagram is Conceptual. <br /> I f/Ar]c <br /> Anai rsis is f_ws tln Beam Mcg o!er. Tributary Load 141 S'; ?' <br /> Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type mss Lire Dead 1.1-ication ArtVacatiott Comment <br /> Unifuim(plf) Floor(1.O0) 470.0 176.0 D To B' Adds To <br /> Uniform(plf) Floor(1n0) 200.0 215.0 4'S To 6'6" Adds To <br /> Uniformlp/r) Yia c- Do 4JLLU .5id.O 5 D Toe 6` Adds To <br /> Uniform(ptt) F loor(1.00) 720.0 410.0 8'6"To 9' Acids To <br /> Point(lbs) Floor(1.00) 0 357 4'3" - <br /> Poi-ti` _58 <br /> 0 1647 5 - <br /> SUPPORTS <br /> input Baai ng Vertical Reactions(/bsi Detail Other <br /> Width Length Live/Dead/UpiittITotaI <br /> 1 Wood column 5.25" 5.25" 2552/229710/4879 15 None <br /> 2 Wood caki:i• 3. t3.L..: 37 08,382.1 i S.J i 752g 15 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for netail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -6952 -5510 9643 Passed(57%) Rt end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 13164 13164 19585 Passed(97%) Mill Span 1 under Floor loading <br /> Live Load De- (in) 3.109 0.279 Passed(11916) WAD Span 1 under Floor loading <br /> Total Load Dell(in) 0.247 0.419 Passed(L1408) MID Span i under Foo'loading <br /> -Dd7ectian Criteria_STANOARD(LL-L1 G0,TL•L 1240i- <br /> -Bracing(Lu)_Ail compression edges(top and bottom)mUst,br braced at 2'8"a%unless detailed otherwise. Proper attachment and positioning olateral <br /> bracing is required to achieve member stability. <br /> PROJECT lNFOR. ,:TIOPit_ OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PtAkIlkrlNG u DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> P, .e 7763-780-8004 <br /> Fax :7663-710 )15 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> t:opyrignr i.77,7 <br />
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