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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
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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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. I FAM RM <br /> 'T,t-Beam'" x.42 Serial Number.709046244 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL <br /> BEAMU$A 1111 4/30/99 14:32.43 <br /> Page 1 o12 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 14 1 . 4 • <br /> I <br /> JT • <br /> 13'3" <br /> Product Diagram Is Conceptual. <br /> LOADS: i - <br /> Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:'I'• <br /> Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT • <br /> Uniform(pif) Floor(1.00) 320 • 120 0 to 4'8" Adds to . • <br /> Uniform(pif) Floor(1.00) 380 143 4'8"to 13'3" Adds to <br /> Uniform(plf) Roof(1.25) 547 325 7"to 1'6" Adds to <br /> • <br /> Uniform(plf) Roof(1.25) 667 370 3'9"to 10'7" Adds to <br /> Point(Ibs.) Roof(1.25) 0 2063 7" Adds to <br /> Point(Ibs.) RoOf(1.25) 0 1251 1'6" Adds to <br /> Point(Ibs.) Roof(1.25) 0 1251 3'9" Adds to • <br /> Point(Ibs.) Roof(1.25) 0 2363 10'9" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4" Left Face 5103(R1.25)/6999/12103 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face. 5241 (R1.25)/5010/10251: Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3.".. <br /> • <br /> DESIGN CONTROLS: <br /> MAXIMUM • DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) ..:'.11942 . .9291 . 17456.''..Passed(53%) Rt end Span 1 under Roof loading • <br /> • <br /> Moment(ft-lb). 33746 33746 50820 Passed(66%)'.' MID Span 1 under Roof loading <br /> Live Defl.(in)% 0.247 0.421 Passed(U613) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.457 0.631 Passed(U331) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U360,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 /> 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-BeamT"are trademarks of Trus Joist MacMillan. • <br /> Microllam6 is a registered trademark of Trus Joist MacMillan. <br />
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