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;Job Name: STEVE HARRIS Truss ID: C4 Qty: 2 _ Drwg__ _
<br /> - —--------- —__ _-- --- -_— — _ __ — --— --- — - -- ---
<br /> I ph�f I IIn; f•rni I' ',nl:[ 1,[.. i. .I� � �x; rll'I' XI/H. /.11 Ir i I� t nl,..�ll�l��.� ,� .I �Il�o� � I/ -,�.1�...1 Ii���l� � hr�l'.'lll I I:. il�ill I.��hl�u �
<br /> 1 n n i in. ,In: :U�i� III/li. .hi� � i„ il�. I,��ii� �J��-� 1 .,,I..��n.�i., I.J.. .�I i�i� I. ��Ir� 1. 1.�, H.I�11 Il.ln��: Id�/'I'I,
<br /> ` Y o : 14 !7u l.b�," /.bu Wh:il � 4x:' S1'P� :i'I'lll� �'AN I��.iciin� m,ry liu �uyu��u�l (lry ut.l�uru) . I��,i 7'C \'.-it . IU��I�.UU li� U� U lUU.UO b' 3'lU O.UO
<br /> 4'4x'l� SPP ti'ffl��-(:NN l�!� . Cloor a�+�+I�c:�Ciun�, 2x6 atrongl�:�ck lui�G�iny �IfC Vi,il IU.UU 0- U- U 10.00 G^ 3-10 0.00
<br /> TC PUHCE NCL HNU i'si 1`IaClny Upuc : AN:i1,I'I'I'1 . 1'J��!� '. . . it�� ru��iuru�l, al 10'�0" O.C. ur luuu. .'I'Yl�u. . . Ilrti X L��r I�I.I7'I,
<br /> 1-4 0 O.OD U.PiI n :'H � 'I'lliti .I�I•:7i1(;IJ IN '1'IIN. L'uMPO:ii'I'I? ItlitilllJf ul.. ,PC Vu�I. ',4;.II U U U U.Qq
<br /> 2-3 �31U O.UO U.IU u .•'+ MUI:1'II'I.I: LUAU I:A:i1�;5. �
<br /> 3-C 0 0.00 o.i2 0.11
<br /> BC F'nN(:E AY.1. I117f1 ":i .
<br /> !�-(� JUU U.�� fl.11'/ !i' I II
<br /> 6-7 302 0.09 U.OG U.16 �
<br /> WEB PORCE CSI WEB FORCE CSI
<br /> 1-5 -717 0.05 3-G 100 U.u'�
<br /> 2-5 -422 0.1G J-'I "i��.7 u.l i
<br /> 2-6 -93 0.03 A-7 -��U U.u7
<br /> Pancl Lengths:
<br /> Std=1-4-12
<br /> 1-2 2-6•2
<br /> ti m m f„ m m MI,% DEFLECTION (span)
<br /> . u� n ¢� r L/999 IN MEM 5-6 (LIVE)
<br /> � v �n L= -0.02" D= -0.01" T= -0.03
<br /> �_q_tf 1 - J�+inl LocnUunu ____'
<br /> i o- o- o s o- u- u
<br /> 3_7-10 � A-7-2 � 2 3- 1-10 6 4- 7- 2
<br /> 3 4- 7- 2 7 6- 3-10
<br /> � i a 4 6- 3-10
<br /> 542#
<br /> 6-6 �-4 a-q 1.5-3
<br /> � 1-4-� � 1•4-0
<br /> 3-4 3-4
<br /> 1.5-3 TIE 1.5-3 TIE
<br /> 0
<br /> 0- -
<br /> fv rv m m
<br /> n n m �
<br /> a a :. �
<br /> 63-10
<br /> 2/14/2002
<br /> AII plates are 20 gauge Truswal Connectors u�less preceded by"18"for 18 gauge or"H"for 16 gauge. Scalo:13116"=1'
<br /> {'�f��IN�i Nenrl n!/iio�es on Niis sheet anrlgive n copy ojir ro rhe E�-ecn�r�Co�,n�ncro�•. E"g.�°�:.E�. WORK ORDER#
<br /> E n g i n ee re d This design is(or an individual buildinb componem na truss sys�em I�hu Ixen based on specifications provided by the com�xment manuf�cturer Chk:RM
<br /> anJ done in accordance wiih�he cun�e n vervons o(1 PI�nd AfPA dis'{n si��1 irds. No responsibihly is asswne 1(or Jimenci�nal nicur,u� ���,,���<;� 63473
<br /> . � � . • � arc.lo he veriGed Ly�hc componrnl ui nuL�c�wer�i I.� i,.dld f���,.u� i i I�b�� n n The I udJ i f, I;�F e�muvl a��inam th.n t.. �...'. , .U�qn�:�RP . : � - . .
<br /> BUt�C�{t1C� : _- ------- — -- _ :;
<br /> --._ utilized on this dengn meet�r excreJ�hc IuaJing nu�h�si�J I•y uir luc,il l�uJdmE�,.'.5 ..I� �pani.ul u.q pLcafun i be del�gn vv���•s w,n d�c 1up ch� �d TC Live 40.00 p5( DufF0C5 L=1.U0 P=1.UU
<br /> � is Imerally bmced by the ra�(ur Iluui shcathing and�hc lwuom churd is laiu�ally braceJ by a rigiJ sheathing materml dni•,:dv��nt,�ihid, unlas udienvis �
<br /> C o m p o n e n ts noled f3racing shown is for lateral support of componems members only lo reduce buckling Ienglh This tom�wnenl sh:dl nut be pinced in any TC Dead 10.00 PSf RO�J Mbf Bnd 1.15
<br /> � environmrnt�Imt will cause�he moisiure content o(ihe w�x�J io exceed 19'%andlur cause conneaur plaic wirosion Fabricate,handle,install BC Live 0.00 p5f O.C.Spaeing 2-0-0
<br /> aqd bracc ihi5 iruss in accurdnncc wilh Ihc fulluwin�t sianda�d�. �7OIN I I)P"fAII.S by l�ruswal.'ANSI/I�I'I I','WTCA I'-Woal l�nas Council
<br /> ol Arnciica Smndard Ucsign Rcsponsihilitics,'IIANULiNG INS"fnl,i.l^n�nNU ISRACING MGTnL PL�Tf CONNIt('�f1:U���uUU 1'RUSSI:S' BC Dead 5.00 p5f DBSign SpeG TPI
<br /> 146 Washington Ave.S. -pliii-ol�and'lllit-�i SUt.�tMnitv Sniii:l'by TI'I I lic'I russ 1'laic luslimii(I I'I)is locaicd ai I)'Onuliio 17rirc,MaJison,1Viscunsin S171��
<br /> Hopkins,MN 55343 (612)935-4902 Thc Amcrican Pu�csl anJ Yaper Ass�xruinn(nPPA�is IucaicJ ai I I I I 19ih Strcci,N W,tiic BOU,w:�,I�in�;an,,uc'2oose TOTAL 55.00 PSf S@Grl T6.2.10- 62717
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