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c)gi Veili/ re/W4is . FAM RM <br /> 'IJ-Beam",'.. v5.42 Serial Number:709046244 2 Pcs of 1.75" x 16" 2.0E Microllam® LVL <br /> BEAMU'SA 1111 `4/30199 14.35:24 • <br /> Pape 1 d 2 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> • ✓ H <br /> 111J4 <br /> a 13'3" • <br /> Product Diagram Is Conceptual. <br /> LOADS: <br /> Analysis for Beam 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) 320 120 • 0 to 4'8" Adds to <br /> Uniform(plf) 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 /> 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 7.00" 5.75" Left Face 5161 (R1.25)/7048/12210 : Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face .' 5183(R1.25)/4897/10080 : Detail A3 .1.25"LSL Rim <br /> • <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): • <br /> A3,.:.• <br /> DESIGN CONTROLS: • <br /> MAXIMUM DESIGN CONTROL'.• CONTROL LOCATION <br /> Shear(lb) 11976:`.''- 9029 "._:13300 Passed(68%) •:• Rt.end Span 1 under Roof loading <br /> Moment(ft-Ib) 32795 . • 32795 43455 Passed(75%) .:. MID Span 1 under Roof loading <br /> Live Defl.(in) 0.248 0.416 . Passed(U605) MID Span 1 under Roof loading <br /> Total Defl.(in) 0.453 0.624 Passed(U331) MID Span 1 under Roof loading • <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:LI240). <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 /> • <br /> Copyright 0 1999 by Trus Joist MacMillan,a limited partnership,Bcise,Idaho,USA. TJ-ProTM and TJ-Beam^'are trademarks or Trus Joist MacMillan. <br /> Korona.-n.23 is a registered trademark of Trus Joist MacMillan. . <br />