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�rr'���-,tt_��f 990421 SCREEN Pc�RCH <br /> _f �� <br /> � TJ-BeamTM v5.42 Seriai Number:705046244 3.5�� X 7�,875�� L.OE Parallam0 PSL <br /> BE�MUSA 1111 9/3l99 13:58:26 <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 /> � � <br /> I „I— <br /> 11 i� �12i <br /> , <br /> " 14' - <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psfj:40 Live at 100%duration, 15 Dead,0 Partition,and: <br /> TYPE CLASS LIVE DEAD LOCATlON APPLICATlON COA1lMENT <br /> Unrform(pl� Floor(1.00) 280 105 0 to 14' Adds to <br /> SUPPORTS: �NPUT BEARING REACTlONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 5.50" 4.25" Left Face 2240/945!3185 Detaii A3 1.25"LSL Rim <br /> 2 Column 5.50" 4.25" Right Face 2240/945/3185 Dstail A3 1.25"LSL Rim <br /> -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESlGN CONTROL CONTROL LOCATION <br /> Shear(Ib) 3034 2526 4902 Passed(52%) �t.end Span 1 under Floor loading <br /> Moment(ft-Ib) 10112 10112 14330 Passed(71%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0290 �.333 Passed(U551) M1D Span 1 under Floor loading <br /> Totai Defl.(in) 0.521 0.667 Passed(U307) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL: U480,TL:U240). <br /> -Bracing(Lu):Ail compression edges(top and bottom)must be braced at 2'8"o/c un{ess detailed othervvise. Praper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> ADDITIOMAL NOTES: <br /> -lMPORTANT! The analysis presented is output from software developed by Trus Joist MacMi!!an(TJM). TJM warrants the sizing of its <br /> products by this software will be accomplished in accordance writh�.lM productdesigr�criteria and cade accepted desig�values. The <br /> spec�c product application,input design loads,and stated dimensions have been provided by the sofiware user. This output has not <br /> been reviewed by a TJfiA Associate. <br /> -Not all products are readily avaiiable. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used far Code U8C analyzing the TJM Residential product listed above. <br /> -Environment Consideration: CCA-SL 2(19%<MC<28%);ABOVE GROUND EXPOSURE(TREATED).28%MAXIMUM MC <br /> Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by TJM. <br /> Wolmanized�CCA Parallam�material bearing the Timber Produs,ts Inspection, Inc.quality mark is warranted under joint agreements <br /> - by TJM and Hickson CorpQratian. • ' <br /> PROJECT 1NFORMATION OPERATOR INFORMATION: <br /> No Project Iriformation 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�1�J9 by Trus Jcis:MacMillan,a lim;ed partnership,Boise,Idaho,USA. TJ-ProTM and TJ-EeamTM are tred2m,arks of Tn:s Jcist hlacMi;lar. <br /> Pa21lam�a�is a registered trademark of Trus Joist MacMillan. <br /> Wolmanized�is a registeretl trademark of the Hickson Corporation. <br />