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- , .�,��f� � 206231 FOYER DR <br /> �..v� <br /> TJ-Bearr�6.20SerialNumber�4�86"�` 2 Pcs of 1 3/4" x 9 1/2" 2.OE Parallam� PSL <br /> - P�1 E�����«:26�,6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> �� <br /> � <br /> 6 7• 1 <br /> P�ockkt Qiag�am is ConceptuaL <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(ps�:40A Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(pi� Floor(1.00) 530.0 199.0 0 To T Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> 1Kdth Length Live/DeadNplift/Total <br /> 1 Wood column 5.25" 1.50" 1995/785/0/2780 L5 None <br /> 2 Wood column 525" 1.50" 1995/785!0/278Q l5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design CoMrol Corrtrol Location <br /> Shear(Ibs) 2532 -1804 6428 Passed{28%) Rt end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 4036 4036 13057 Passed(31%) MID Span 1 under Ftoor loading <br /> Live Load Defl(in) 0.052 0.159 Passed(U999+) MID Span 1 under Floor bading <br /> Total Load Defl(in) 0.073 0.159 Passed(U999+) MID Span 1 under Floor loading <br /> -Deflecfion Criteria:Specified(LL:L/480,TL:U480). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'o/c unless detaited othervvise. Proper attachment and positioning of lateral bracing <br /> is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IAAPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by thi�software wiN be <br /> accomptished in accordance with TJ product design criteria and code accepted design values. The spec�c product application,input design bads,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 reaciily available. Check with your supplier or TJ technical representative f�praluct availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> AIlovvable Stress Design methodology was used for Building Code UBC anayzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Terry Mikkelson <br /> dfp planning design <br /> 9100 baltimore st ne <br /> suite 106 <br /> blaine,MN 55449 <br /> Phone:763-780-8004 <br /> F2x :763-780-8015 <br /> dfpplanningdesign�visi.com <br /> c:opyright u LUUS by Trus Joist, a weyerhaeuser Business <br /> Parallamca is a registeretl trademark of Tzus Joist. <br />