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<br /> Job Name: HEIDORN Truss ID: F17 JID:339759
<br /> BRG X-LOC REACT SIZE REQ'D TC dx2 SPF #1/#2-CAN + ++ ++ ++ ++ ++++ ++++++++ +
<br /> 1 0- 2-12 692 5.50" 1.50" BC 4x2 SPF gl/#2-CAN � For floor applications (not roofs), 2x6 mi�.
<br /> 2 13- 7- 6 692 5.50" 1.50" WEB 4x2 SPF STUD-CAN strongback bridginy, or cross bridging (per
<br /> BRG REQUIREMENTS shown are based ONLY plating spec - ANSI/TPI - 1995 ANSI/TPI), is required at 10' O.C. or less.
<br /> on the truss eaterial at each bearing ypTE:MAXIMIMUM TRUSS SPACING IS 16.0 " O.C. ++++++ + ++ ++ ++ ++++� ++++
<br /> Brg React Uplift Req'd Size THIS DESIGN IS THE C�IPoSITE RESULT OF Ribbon blocks have no2 been designed to
<br /> 1 692 0 1.50" MULTIPLE LOAD CASES. support the
<br /> 2 692 0 1.50" IF NANGERS ARE INDICATED ON THIS DRAWING, They way be attachedawith (4�Od nails.
<br /> THEY ARE BASED ON 1.5" HANGER NAILS FOR Loads at the truss ends must be applied
<br /> 1-PLY AND 3" HANGER NAILS FOR MULTI-PLY directly to the chord. HEPAIK: BOTT�1 CHORD HAS A o" SECTION (:UT�
<br /> GIRDERS. IF 2.5" GUN NAILS nRE USED, 7HE � OtlT CEN'iEREO AT 5-0-0 FROhi TNE LEFi END.
<br /> HANGERS MUST BE RE-EVALUATED (BY OTMERS).
<br /> MA% DEFLERION (span) : AlL Pt.ATES, UNLESS OTHER`v1I5E t60TF..0,
<br /> L/999 MEM 9-10 (LIVE) LC 1 Panel Lengths • MIJST BE IMTACT ANO PRESSED IN TNE
<br /> L= -0.06" D= -0.06" T= -0.12" Std - 2-5-4 iv�0 PER TPI.
<br /> CRI7IcnL MFDtBER PoRCES: 6-7 0-10-14
<br /> TC OONP.CDUR.)/ TENS.cWR. �SI
<br /> i-z o(o.so/ o(i.00�o.ji ADEQUATELY SUPPORT 7HE TRU55
<br /> z-s -isu�i.00/ 0.3fi U4TIL THE RfPAIR i5 CO6'PLETE.
<br /> 3-4 -1547(1,00/ p,7p
<br /> 0-S -1268(i.00/ o.xv .ATTACH A SCAB AS SPEQFIED WITH lOd (3.G"
<br /> S-fi -1268(i.00/ o.ze LOKt) BGk kAILS AT 2.0" O.C. STAGGERED
<br /> 6-7 OC1.00)/ 0.20
<br /> ac COMP.(DUA.j/ hws.(oua.) ai THP.OUC,tNJUT THE ENTIRE SCAB LEkGTH.
<br /> a-9 / 99f(1.00)0.36
<br /> 9-30 / 1621(1.00)0.53
<br /> 10-31 / 442(1.00)0.17
<br /> NB COMP.(DUR.)/ TENS.(WR.) C$I
<br /> 1-8 -115(1.00)/ 0.03
<br /> 2-8 -1142(1.00)/ 0.3f
<br /> 2-9 / 630(1.00)0.31 < 'a O � O V O � O � � �
<br /> 3-9 -22)I.00)/ 0.06 pp N � N �p
<br /> 4-9 -BO 1.00)/ 0.03 N N N �
<br /> 4-10 -402 1.00)/ 0.12 N 1� N � N � �
<br /> 5-10 -237 1.00)/ 0.06 �
<br /> 6-10 ( )/ 945(1.00)0.47 2'� �
<br /> 7-11 _�32(1.00)/ 0.01 �"��
<br /> � 2 3 4 5 6 7
<br /> W 1.SX3
<br /> Wt.5X3 W3X8 W1.SX3 W3X4 Wt.5X3 W3X6
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<br /> 1 1 �
<br /> W3x6 W3x8
<br /> W1.5X3TIE � 6 \ W1.SX3TIE
<br /> B� W4X4
<br /> W:508 2x4#2 y 10-Q-0 BZ
<br /> R:692 ON ONE FACE.CENTER 6"CUT-Q N W:508
<br /> E�(3�tlER CUT-OUT �tEA- � r r3s;xt�.��F�:t�.�:ru�t t rt��� t�t€�.€�� +�iv�,�1�f_
<br /> o R:692
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<br /> 8 � � i.j � ' k33 'SEf-t39i 8 ti€9}'.tt 4 4 7�1�t;:�:€"i'�l€`€;k2!I11{-t�
<br /> 10 11 l'k13 BtlkP 2 t24-d�„ #t &? t�ik.k€=El#'KEi-
<br /> 1310-2 a�[SSPt�;°�t[ ��(t��1,!'ta" tt� tC€.t.cu�
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<br /> All connedor plahs an Truswal 20 ga.unlesa precadeA by"W"for Wave 20 qa.,"HS"br HS M ga."5"for SS 1!ga.from A1pine; #.a 3�t;__ __,� �'£i�(p�r t;.;; � ,��?M,yh
<br /> TRUSPLUS 6.0 VER: T6.5.52 fome puMs aR p si ioeewd as cfw��above,f ShM pabb atud p�lat�es��M avoW o er�lap�wltl�shuctu�l p�h(or stdapk�s��d r�� 10/11/2007
<br /> 147 - A.8.C. �MN�se Read al/notes on this sheet and give a copy of it to the Erecting ConVactor. �ust: STONEWOOD
<br /> �71�i1 n,�a��ior,�,�,a�d�Nt�ud�vwma��m�o�eus.ysam.nn.sn�we�dw,:pe�;r.eo�mowdodWm�w�wo�e�c�,.�,�rt+�wrx W0: Drive�Je72859fs_L00005_)00001
<br /> entl tlorc N eccadenca wilh tlw wrrMl veniwrc of TPI Bntl AFPA desipn stenderde.No reeponsibiFly is aswmed Iw 3maKionti xcurary.Dimmsioia
<br /> ue ro x.��d ny m�wm��m,Mn.rn.,,�,da a,aa�,e d��.�«m r e�.no�.rna a,aa�a e�a�,a.s«�,m�m�w� Dsgn r: MOB #LC = 2 WT: 76#
<br /> TRUSWAL ����4,���������,o��o,������a��.��o�.�e�,.T�d���,mK����.d
<br /> u Merdy Arerod by Ne rooi m poor cheaMi�p antl tha bottom dwrd ic leteratly br�ed py c rgy yyalhnp m�iy TC Li ve 40.00 p s f Ou rFacs L=1.00 P=1.00
<br /> ���,��6���" Re Mbr Bnd 1.15
<br /> �o4a e���,ow�:rw mer,i wppon or oo�wo�,�„a me�oMy m remke w�a��,on,.n,K oomp�e:n,o��ee p.��a��,�y TC Dead 30.00 psf P
<br /> �SYSTEMS a^�ronment tlut wiN cawe Ihe moie9ne contm[of Ihe nood pc exceed 19X wYw cawe wmacmr pafe cuneacn.FMrkate,handk,incqC BC Li ve 0.00 ps f Rep Mb r Comp 1.00
<br /> ,�a aaa ma wa�,.a«a.,�..�m,ne roeoM«y sn�,dxas:�.ro�m d,a c�o�er Rwons's+w.w,.s wro�+rom Tn,��sort�rc, Re p i�r Tens 1.00
<br /> �t�BuNtlinpCompOneMiGfOup,InC. •pµq�p�7•ypT�q�•.yy�Tru�Cow�iaA�ka5lanAwCDesipnRasponcqWitles,'6UILp�NGCONPONEMSAiETYINFORMATION'- BG DEad 5.00 psf O.C.Spaeing 1- 4- �
<br /> M19 Na/hprM Dr.SYe.107,Cqo.Spgs.,GO dOM7 (BCSI 7-0J)aM'8C51 SUMMARV SNEETS'byVJTCA aM TPI.TM Trw Plete hrepprtn(TPI)is IocaOed m 5g3 D'Onohio Drive,M�diwn, D251 JII Spee TPI
<br /> Wiewiwui5AlB.TheAmencmFwestanOPaperAswciaoon�qFPA)icbcateEM1N1191hStreet,NW,SteEpp,W�hnpron,DC7003fi. TOTAL 75.00 psf DEFL RATIO: L/480 TG L/48
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