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��'���M`����< 990421 LIV WDW <br /> /' <br /> • TJ-BeamTM' ;�.4z Serial Number:7U5046244 2 P�s of 1.75" x 9.5" 2.OE N�icrollatn� LVL <br /> BEAMUSA 1111 9/3/99 10:24:19 <br /> Page 1 of 1 Build Code:104 <br /> THiS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1n <br /> i� 1 i <br /> �� --, <br /> � .� �i2, <br /> - 8'6" _ <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting FLOOR-RES.Applicafion. Tributary Load Width: 1' <br /> Loads(ps�:40 Live at 100%duration,15 Dead,0 Partition,and_ <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATlON COMMENT <br /> Uniform(plfl Floor{1.00) 260 98 0 to 8'6" Adds to <br /> Uniform(plfl Roof(1.25) 180 188 0 to 1' Adds to <br /> Point(Ibs.) Roof(1.25} 0 4052 9' Adds to <br /> Point(Ibs.) Roof(1.25) 0 5196 7'6" Adds fo <br /> Unfform(plf} Roof(1.25) 837 434 7'6"to 8'6" Adds to <br /> SUPPORTS: �NPUT $EARING RE,4�TlONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 4" Left Face 1475(R1.25)/4867/6341 Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" Right Face 2092(R1.25)/6042/8134 Detail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s}:A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 7605 1383 8398 Passed(22%) LY.er�d Span 1 under Floor loading <br /> Moment(ft-Ib) 6665 6539 13156 Passed(5d%) MID Span 1 under Floor loading <br /> Live Defl.(in} 0.084 0262 Passed(U999+y M►D Span� under Roof loading <br /> Total Defl.(in) 0.186 0.394 Passed(U509} 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 /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its <br /> products by this sofiware will be accompGshed i�accordance wiih 7'JM product desigt�criteria and code accepted design values. The <br /> specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not <br /> been reviewed by a TJM Associate. <br /> -Not all products are readily available. Check with your suppfier or TJM technical representative for product availabilit}r. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodolagy was used fgr Code UBC analyzing the TJM Residential product listed above. <br /> -Note: See TJM SPECIFIER'S!BU4LDER'S Gt11DES for multiple ply connection. , ' '' <br /> PROJECT INFORMATlON OPERATOR INFORMATION: <br /> No P�oject Info�matiora available D.F.P. PLANNING 8�DESJGN,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�1999 by Trus Joist MacMillan,a Iimited partnership,8oise,Idaho,USA. TJ-ProTM and TJ-BeamTM are t2demarks of Trus Joist MacMillan. <br /> Microllarr�is a registered trademark oT Trus Joist MacMilian. <br />