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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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.�e ilge gfieleAkOW, . bSM I I-LUSH UR <br /> TrJ-Beam^' 1f:42 Serial Number:709046244 3 Pcs of 1.75" x 9.5" 2.0E IV!icrollalTl® LVL <br /> BEAMUSA 1111-4/30/99 16:20:10 <br /> Page 1 cr 2 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Mr2; <br /> 10' <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(plf) •Floor(1.00) 460 173 0 to 6'6" Adds to • <br /> Uniform(plf) Floor(1.00) 760 405 6'6"to 10' Adds to <br /> •Point(lbs.) Floor(1.00) 0 3177 6'6" Adds to <br /> • <br /> SUPPORTS: • <br /> , INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • <br /> 1 Microllam®LVL 3.50" Hanger Left Face 2650/2202/4852 Detail H1 <br /> 2 2x6 Stud Wall 5.50" 4.25" Right Face • 3400/3805/7205 Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1,A3. • <br /> HANGERS: Simpson Strong-Tie Connectors® <br /> REVERSE T.F. T.F. NAILING <br /> MODEL . SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER <br /> " Left Top HWU5.50/9.5 . No N/A No 0 4-16D 4•-16D 6-N10 <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION • <br /> Shear(Ib) _6794 15663 9476. .Passed(60%) Rt end Span 1 under Floor loading <br /> Moment(ft-Ib) 15327 15327 19734 Passed(78%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.148 0.234 Passed(U761) MID Span 1 under Floor loading . <br /> Total Defl.(in) 0.336 0.469 Passed(U335) 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 <br /> positioning of lateral bracing is required to achieve member stability. <br /> • <br /> • <br /> PROJECT INFORMATION OPERATOR INFORMATION: _ <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 C 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro'"and TJ-Beare are trademarks of This Joist MacMillan. <br /> Microllam®is a registered trademark of Trus Joist MacMillan. <br /> Simpson Strong-Tie Connectorse Is a registered trademark of Simpson Strong-Tie Company,Inc. <br />
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