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�� �jf,�� r,.j��" 202196 REC/MEDIA FRENCH DR <br /> .��i/ <br /> TJ-Beamm6.16Seriaitlumber;`'�4;��'as""S 2 Pcs of 1 3/4" x 9 1/2" 2AE Parallam� PSL <br /> User.S 9J6J26G5 3:17:44 PM <br /> Page1 E�gmeVersion:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTRCILS FrJR THE APPLICATION AND LOADS LlSTED <br /> � � <br /> �� � <br /> b �• � <br /> Pioduci Diagta�yt i:,i:onceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width: 1' <br /> Primary Load Group-Residen6al-Living Areas(ps�:40.0 Live at 100%duration, 15.0 Dead <br /> Vertical loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(pl� Floor(1.00) 460.0 173.0 0 To 9' Adds To <br /> Point(ibs) Flaor(1.00) 0 1485 3" - <br /> Point(Ibs) Fioor(1.00) 0 1485 8'9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/Dead/UplifUTotal <br /> 1 Wood column 525" 1.76" 2250/2378/0!4628 L5 None <br /> 2 Wood column 5.25" 1.76" 2250/2378/0!4628 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GU{DE for detail(s):L5 <br /> DESIGN GONTROLS: <br /> Maximum Design Controi Controf Location <br /> Shear(!bs} 2924 -22&4 6428 Passed(36%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 6123 6123 13057 Passed(47°10) MID Span 1 under Floor toading <br /> Live Load Defl(in) 0.126 0.279 Passed(Lf199) MID Span 1 under Floor Ioading <br /> Total Load Qefl(in) 0.176 0.419 Passed(lJ572) MID Span 1 under Floor foading <br /> -Deflection Criteria:Specified(LL:U360,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'oJc unless detailed otherwise. Proper attachment and positioning of Iateral bracing <br /> is required to achieve member stability. <br /> ADDlT{ONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist{TJ). TJ warrants the sizing of its products by this soffinrare will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design�oads:and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representa6ve for product availability. <br /> -THtS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTIQN VOIDS THIS ANALYSIS. <br /> -Atiowable Stress Design methodology was used for Building Code UBC analyzing fhe TJ Distribufion product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for mul6ple ply wnnection. <br /> PROJECT INFORMATlON: OPERATOR INFORMATION: <br /> Terry Mikkelson <br /> dfp planning design <br /> 9100 baltimore st ne <br /> suite 10fi <br /> bfaine,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dfppta n n i n gdes ig n@ v i s i.com <br /> CoF�ycight :�: 200d by Trus SoisY, a Weyerhaeuser Business <br /> Paral.;am•: i.=, a r�qisteced Trademark of Trus Joisc. <br />