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z.:1 i dziriort, _-- _ OraoJ%0 q 'T UD 'M t_ <br /> .� �E Para�ia� ' �. <br /> >>~:..E A�� 3 acs of i 314" x 9 172 2. <br /> -/. ;r s. rNu r- -x„ OR EXCEEDS E SET DESIGN <br /> CONTROLS FOR HE APPLICATION AND LOADS LISTED <br /> 4 <br /> 4 It <br /> .-- , <br /> .-.___"'"'__.. --1.7'4" Yle'tMII�rn1:s ear�i am is�v€;,:...i. <br /> All r.�iE7�tl&iUnS are horizontal. <br /> Anaiysis is for a Drop Beam Member. Tributary Load W :� 15.0 Dead <br /> Primary Load Group-Roof(psi):40.0 Live at 125%duration, <br /> '•fertcar r <br /> : w:e- ApplicationCommentTyl Gess Live Dead Lc rr <br /> Uniforrn(p`f) Roof(125) 30.0 150.0 0 To 17 4" Adds To <br /> Pcint(lbS Roof(125 ) 0 3013 11'T - <br /> (1 )1Pom ;t(t fc1 5) 0 14794 'f7 5-` <br /> rim or squash blocks are regu+�at�`Ls)'2 Sufficient strength full depth blocking, e blocks <br /> in the ' ;.tom SUPPORT(S)oit( Th <br /> e. <br /> -t�1 Analysis asap i at the <br /> are passed throughato NOT been for c /city. Dawnward acting point toads we indu rase re d `nmg the <br /> at Lt gars a_associated bhi.. be the most CRITICAL accessories shown. � of duration,t and may not <br /> reactions. These are the reactions with the highest�d <br /> supporting member below- <br /> SUPPORTS: OtherInput Bearing Vertical Reactions(Ibsi Detail <br /> Width Length LiveIDeadlUPilRTrdtai <br /> 5.25" 741,3 f 12161411 <br /> L1:Blocking 1 S Ply 1 37.4'2.0E=a,all Peie <br /> 4 Wood c°�;srn 5. L/:BlockingC;us7o;�ri piocx;r;g <br /> 2 Wood column 5.25" 5.25" 740118808 10//93548 <br /> -See TJ SPECTER'S f BUILDERS GUIDE for de ail{Bi:i.,1:Blocking <br /> DESIGN CONTROLS:F �OCatcfiti <br /> Maximum Design Control Control Lt end Span 1 under Roof loading <br /> Shear(thee, eigsn 1597 12053 Passed(13%) <br /> Passed(24%) M D Win I under Reef roadie�r <br /> "Moment( `-`=`'G� `mss 583/ 24482MID Span?under Roof i�dmg <br /> ire Load D Oma; 0.272 � Passed(U999+)P�(L 73) MID Span 1 under Roof loading <br /> .209 0.585 <br /> Thiel_c2ei�f{lint <br /> Criteria:ST DARD(r, ;_9360,1 -1.12 ). Proper attachment and p d of iaterai <br /> -Bracing(+,) All <br /> comer e ,e_ othervi�. <br /> (top and bottom) be braced at 2'8"ole unless detailed <br /> -Braci-ig(Lii):�;ampressiori�� <br /> bracing is required to achieve member stability- <br /> -Design assumes adequate <br /> contirmous iateral support of the compression Vie• <br /> PROJECT iN ..- ... .. .. 711: TERRY MIKKELSON <br /> FP PLANNIT-IG 73ES1G , <br /> 810 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> ahc,,e 7 7533-78C-8004 <br /> Fax :7b."''-7gA1`� <br /> DFPPL.ANNINGDESIGN Q ViSI.GDNI <br /> Copyright b :::1C2 by =IL' 2 i t, r Wev,rhar,u-ear guszae9.: <br /> Paralla:09 is a registered trademark or Trus Joist. <br />