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• <br /> GRT RM STRUT GABLE.F_ND <br /> r <br /> ks+3^am(774)S.r Serial Nee:at?:i_r2,015+, .. <br /> User 2 8/28t05 10:30-58 Aka THIS Ppp DVT MEETS OR <br /> EXCEEDS THE SET DESIGN <br /> Page= Engine x `5.12CONTROLS FOR THE APPLICATIONSY AND LOADS LISTED <br /> -Men-drier Slope:faii2 Roof Slope-en! <br /> s <br /> it <br /> i •- <br /> E <br /> 07A <br /> 2r iv <br /> All thmensions ate horizontal. Product Diagraut Ccanceptriat <br /> TOADS: <br /> Analysis is for a;H cr(Flush S=am)Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(psf):400 Live at 125%duration,15.0 Dead <br /> 'e't'cat t oa` ' tan Comment Class Live Dead Location Application <br /> Uniforrrt(plf) Roof(1.25) 40.0 15.0 0 To 18'2" Adds To <br /> To;i0'5" Adds To <br /> �111774YF7f(�F7'r) i'4a`e1;7i..-,=�5)) S.+0-J .�•.0 �'%. <br /> SUPPORTS: Detail Other!matt Baring Vertical Reactions(Ibs) <br /> Width Lem LhteiDeauditiplittiT <br /> Wood column 5.26" 5.25' 228611149/0/3435 1_5 None.2 Mlc rotiarn LVL beam 3.50" 3.50" 1981 11032/0/3013 R1:Blocking1 Ply 13:4"2.0E?Arall3rri09 PSL <br /> BUILDERS GUIDE for deisa):Lr,771:Bkx irA! <br /> DESIGN CONTROLS: <br /> Maa&miart Design Control Control Location <br /> Shear(lbs) 3360 2970 15225 Passed i20% U.and Span 1 under Root loading <br /> Rhear 23547 23547 54581 Passed(43%) MID Span 1 under.sof loading <br /> Moment(Ft-Lbs) 7 <br /> vrt Loadr'ii( - J A9 0 Passed(L f ) MID Span 1 under Roof ding <br /> LiveLoad Del?(in) ( f121) MID Span 1 under Roof loading <br /> Total mit(isl� 1.085 1_�`, Passed tuv�.� r-' <br /> ct Criteri TANDAR�(LL:t rzc0s Tt_LCt4'r) ProperHing of Sates. <br /> -Brac ;it_.�,:All <br /> c. otherwise. and i4 <br /> -5racingtiz�}:At5 courpregsssu:a (too and bo`cn+�).=i3.'��'`--be braced at 7 8"ai:unless'' •ed otherwise. attachment P� <br /> bracing is required to achieve member stability. <br /> -Design assumes adequate contentious lateral support of the compression edge. <br /> ADDITIONAL NOTES: this software.will be <br /> -IMPORTANT! The analysis�� d is output from software developed by Trus J (T..1) T warrants sal••y of its produrs by loads,and <br /> accomplished in�.s,r,+-ar,ra,t�tr TJ= i+.�d n criteria and codeaccepteddesign values. spec <br /> product�,input design <br /> the sai`taaare user. Tits output► not bin reviewed by a TJ Associate_dui i�ve been provided by for product av'�iilattility.- <br /> -Not all products are readily available. Cite.*wth your supplier or T 3 technical rept <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY{ PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress s ign rraathodology was used for Building Code UBC analyzing the TJ DiStrihution product listed above. <br /> -Note:See TJ SPECIFIER'S f BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> OFF PLANNING&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone :753-7S;O-9004 <br /> Fax :7tii3=780.80315 <br /> OFPPLANNINGDESIGN@VISl.CGA,A <br /> .-_.-...,aa ?ay., ..-n^ .foist. 3'iiee,.haeasaL Rusise_s <br /> Farallaarg and Micraiiana, are registered trademarks of Tics Joisr.. <br />