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2002 - P05887 - new structure
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0970 Willow View Drive - 28-118-23-44-0016
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2002 - P05887 - new structure
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Last modified
8/22/2023 4:26:25 PM
Creation date
2/18/2020 9:02:23 AM
Metadata
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x Address Old
House Number
970
Street Name
Willow View
Street Type
Drive
Address
970 Willow View Drive
Document Type
Permits/Inspections
PIN
2811823440016
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efitaVUk fne/t/ilii . I AIRS <br /> S <br /> 7.1•Beam"'`\5.42 Serial Number:709046244 2 :Pcs 011.75" X 11.875" 2.0E Microllam® LVL <br /> 6EAMt!.SA 1111 ,A-30/99 13:54:36 i <br /> Page 1 of 2 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> • <br /> • <br /> 13'6" • <br /> • <br /> Product Diagram Is Conceptual. • <br /> LOADS: <br /> Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width:1' <br /> Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: • <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(ptf) .Floor(1.00) .40 . 15 0 to 13'6" Adds to - . - <br /> Point(Ibs.) Floor(1.00) 0 5498 12'9" Adds to <br /> • <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Microllam®LVL 3.50" Hanger Left Face 539/466/1005 Detail H1 <br /> 2 Column . 5.25" 4" Right Face 541/5592/6133. Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):H1,A3. • <br /> • <br /> HA .. ERS: • Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. NAILING • <br /> MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER <br /> Left . Top 1•TT411.88 • No N/A No 0 2-N10 4-N10 2-N10 <br /> DESIGN CONTROLS: . <br /> MAXIMUM DESIGN CONTROL CONTROL. LOCATION <br /> Shear(Ib) . 6095 850 7897 Passed(11%) Lt. end Span 1 under Floor loading <br /> Moment(ft-ib) - 3871. 3871 .' 19942 Passed(19%) MID Span 1 under Floor loading <br /> Live Defl.(in) • 0.056 0.322 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.132 0.645 Passed(U999+) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U460,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 <br /> positioning of lateral bracing is required to achieve member stability. <br /> • <br /> • <br /> • <br /> PROJECT INFORMATION OPERATOR INFORMATION: - <br /> - <br /> No Project Information available D.F.P.PLANNING&DESIGN, INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 10 N.E. <br /> ARDEN HILLS, MN 55112 . <br /> 651-636-6889 <br /> 651-638-1412 • <br /> Copyright®19G9 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pror'and TJ-Beam^'are trademarks of Trus Jcist MacMillan. <br /> Microllam®is a registered trademark of Trus Joist MacMillan. <br /> Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. • <br />
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