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n'etiligegatSCREEN <br /> PORCHVdtymesterrr 2 Pcs of 1314" x 'l I lis" 2.0E ParaIlan*PSL <br /> TJ-Beaste177.0 6.D5 Sena. riumbe-.7002001661 <br /> User.2 attg lU4i:14 AM <br /> Y2ge: Eag,,a,ersi,-,-;.5-.2 THIS PRODUCT MEETS OREXCEEDS THE SET DESIGN <br /> CATiaN AND LOADS LISTED <br /> CONTROLS FOR THE APPLICATION <br /> ..Aufarui Slope:4112 Roof Stor.43107 <br /> . ; <br /> '���'•^^ piQdtKt Diagram is Coal. <br /> And!jl�ltSWnS 718 ti0(IZOiltrai <br /> $ OADS: <br /> Analysis is fora Drop Beam Member. Tr'butary Load Width:1' <br /> Primary Load Group-R ( 40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: Continent <br /> Type Class Live Dead t ocation Application <br /> Uriiform(plf) Roof(125) 320.0 120.0 0 To 14 6' Adds To <br /> SUPPORTS: <br /> input Searing Vertical Reactions(its) Detail Other <br /> Widths Length LlvefDeadIUUNtUTotai <br /> ? v o d column 55.25" 5.25 26101 1073 i u 13bK LOL5 t None <br /> 2 Wood column 5.25' 5.25" 2610 107310/3683 <br /> rn,rvrr,c .qe None <br /> ftt P c GUIDE for delail(s):Lt <br /> DESIGN CONTROLS: Location <br /> Maximum Design Control Control <br /> Shear fins) -2958 3524 10044 Passed(29%) Rt.end Span"! under Roof Imrling <br /> Moment(Ft-Lbs) 177)4 12224 24878 Passed(4l%) MID Span 1 under Roof kidding <br /> Ln <br /> 0.331 0.463 Passed(L/503) MID Span 1 wider Roof loading <br /> Total Load Gel <br /> Deft(in) 0.331 <br /> 0.4M 0.594 <br /> Passed(11356) iviiD Span 1 t Rod loading <br /> i a <br /> -Deflection Criteria:STANDARD(LL:L 360,TL:L1L40). Properattachment and poste of faterat <br /> -3. n^(Lu): 11 comm edges(top and bottom)must be braced at 2 8"olc unless detailed otherwise_ <br /> bracing is required to achieve member stability. <br /> -Design assumes awe continuous lateral super of The cQfl pret ioft edge. <br /> LTi NAL N_ ES: <br /> �'tv,_ this :asp <br /> Ti t)T Tawas-rantssiting lx�by <br /> gn <br /> ..pTft m <br /> The n h is presentee_iso #from sci e 'n Yt.f The product r a r n loads.aro, <br /> itA <br /> _I <br /> accomplished in accordance with T.1 product design and code <br /> accepted stated cinnensions have been provided by the software user. This output has not been reviewed by a T•I late. <br /> =-CNot <br /> iSaproducts are readily available. Check with your or Td tecimicA reprepretwntative for prod <br /> uct <br /> ANALYSIS FOR TRUS JOIST PRODUCTS DULY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> . <br /> -Allowable Stress Design methodology was i for Building Code UBC analyzi T J Disbition product listed above. <br /> -Note:a2 <br /> See TJ SPECIFIER'S!BUILDER'S GUIDES for multiple ply c`'r +on. <br /> PROJECT iilbFt}RMIATIO11i: <br /> OPERATOR INFOProlAT!ON: <br /> TERRY MIKKELSON <br /> NNIND o rTt`!GN <br /> 9130 PA!TIMOR_E ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax : 763-780-8015 <br /> DFPPLANN1NGDESIGN w,VISLCOM <br /> .Tz.y,1.4 e WF Tres 3eis , a`a('_t0fsaeiser '3'13211635 <br /> ParaliemS is a registered trademark of Trus Joist. <br />