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���������� . 990421 BED 3 WDW <br /> -t— . <br /> � TJ-Beam"' �'s.az s�ro;Number 709^..;6zaa 2 PCS Df �.�5" X 9.5" 2.C� Njicro(IamG LVL <br /> BEQMUSA 1111 9C1/99 15:28:35 <br /> Page 1 cf t Build Code:104 <br /> THiS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND L4ADS LISTE9 <br /> Member Siope:0 i2oof Siope:0 <br /> �i <br /> i 1 i <br /> t <br /> �� � <br /> �� �i2i <br /> � s, <br /> � <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analy�is for Beam Msmber Supportin�ROOF A�pl�cation. Trib!.rtary Load Width: 1' <br /> Loads(psfj:4Q live at 125%duration,15 i3ead,and: <br /> TYPE CLASS LlVE DEAD LOCATlON P.?Pl.ICATlQN COMMENT <br /> Unifo�m,plf) Roof(1.25) 18� 68 �te 3'6" Adds te <br /> Un'rform{plf� Roof{125) 427 16� 3'6"t�6' Adds to <br /> Point(Ibs.) Roof(125) 0 1485 3'f" Adds to <br /> SUF'PORTS: �NPUT BEARING REAGTlONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.25" 5.25" Left Face 770/922/1692 Detail R1 SB Shear Btocking <br /> 2 2x_Stud Wall 5.25" 5.25" Right Face 1168/1346/2514 Detail R1 SB Shear Blocking <br /> -See TJM SPECIFIER'S/BUILDER'S GUlDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESlGN CONTROL CONTROL LOCATlON <br /> Shear(Ib) 2310 1713 7897 Passed(22°k�) Rt.end Span 1 unde�Roof loadi�g <br /> Moment(ft-tb} 3496 3496 16445 Passed(21%) MID Span 1 under Roof loading <br /> Live Defl.(in) 0.015 D_779 Passed(ll999+) MID Span 9 under Roof loading <br /> Totaf Defl.(in} 0.043 0.269 Passed(U999+) MID Span 1 under f�oof loading <br /> -Dzflection Criteria:STANDARD(LL:U3Sfl,Tt:t1240). <br /> -Bracing(Lu):A!I compression edges(top and bottom)must be b;aced at 2'8"o%unless detailed otherwise. Proper atta�hment znd <br /> positiening of latetal bracing is required to ach'seve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis preserrted is output from software developed by Trus Joist MacMi!!an(TJM). TJM warrants the sizing of its <br /> products by this sofiware wi!!be accomgGshed i�accordance with TJM{�roduct desig�crite�a a�d code accepted �lesign vaiues. The <br /> specific product application, input design loads, and stated dimensions have k�een 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 supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION YOlDS THIS ANALYSIS. <br /> -A!lorvabls Stress Design methodology�r�as used for Code UBC analyzing the TJM Residential product listed above. � <br /> -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. � . <br /> PROJECT INFORMATION OPERATOR INFORMATION; <br /> No P�oject Information available D.F.P.PIANNIIVG 8�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 @ 1999 by Trus Jois:MacM;�ar,a limited paRnership,Boise,Idaho,USA. TJ-9eamTM is a tradema;k c'Trus Joist MacMillan. <br /> Microllartn�is a registered trademark of Trus Joist MacMillan. <br />