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FROM : D.F.F. PLANNING 8, DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:28PM P13 <br /> •Oro„ <br /> �'i air''," BSMT PATIO DR <br /> TJ-Beam'^' v5.45 Serial number:70000050O5 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL <br /> BEAMUSA 1111 9/1;i/00 2.00.48 PM <br /> Page I or 2 Build Code.124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> r ,),,,,„ <br /> ,_ <br /> , 7' <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) 700 263 0 to 3' Adds to <br /> Uniforrn(ptf) Floor(1.00) 400 150 3'to 7' Adds to <br /> (1) Point(lbs.) Roof(1.25) 0 5502 3" Adds to <br /> Point(lbs.) Floor(1.00) 0 136 3'3" Adds to <br /> (1) Point(lbs.) Roof(1.25) 0 4453 6'9" Adds to <br /> (1)Analysis assumes loads are passed through to support Sufficient strength full depth blocking, rim, or squash blocks are required <br /> at dropped supports.The accessories shown, at the diagram above,have NOT been checked for capacity. Downward acting point <br /> loads are included in the reported SUPPORTS reactions. These are the reactions associated with the highest coefficient of <br /> duration and may not be the most CRITICAL case when designing the supporting member below. <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4" Left Face 2270/6461 /8731 Detail A3 1.25"LSI_Rim <br /> 2 Column 5.25" 4" Right Face 1710/5190/6900 Detail A3 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S!BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 2906 1967 6318 Passed(31%) Lt. end Span 1 under Floor loading <br /> Moment(ft-Ib) 4124 4124 13156 Passed(31%) MID Span 1 under Floor loading <br /> Live Deft.(in) 0.051 0.213 Passed(Lf999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.074 0.319 Passed(U999+) MID Span 1 under Floor loading <br /> -Deflection Criteria.STANDARD(LL: 0380,TLU240). <br /> -8racing(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 /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY_ 10 NE ARDEN HILLS,MN <br /> 651-636-6889 <br /> 651-638-1412 . <br /> GWYNN OD 2,000 by Trus Joist,A Weyertlaeuser Business. TJ-Pro"'enq TJ-Beam"'are tredemarics of True Joist, <br /> Miorollerne is a,,.entered trademark of TrueJoist. <br />