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<br /> � Job Name: HEIDORN Truss ID: G27 Qt : 1 JID: 329890
<br /> BRG X-LOC REACT SIZE REQ'D TC 4xZ SPF C1650F1.SE + + + + + + + + r + + + + + + + + + + + + + ----------LOAD CASE #1 DESIGN LOADS ------------
<br /> t 0- 2-12 1159 5 SO" 5 SO" � BC 4x2 SPF C1650F1 SE � Por floor applications (not roofs), 2x6 min. Dir L.PIf L.Loc R.PIf R.Loc LL/TL
<br /> 2 20- 7-11 3714 2.b2" 2.50" ' 4x2 SPF #1/#2-CAN 13-14 strongback bridying, or cross bridging (per TC Vert 66.67 0- 4- 8 66.67 20- 9- 0 0.80
<br /> BRG REQUIREMENTS shown are based ONLY WEB 4x2 SPF STUD-CAN ANSI/TPI), is ��equ�red at 10' O.C. or less. BC Vert 6.67 0- 6- 8 6.67 20- 9- 0 0.00
<br /> on the truss material at each bearing 2-4x2 SPF STUD-CAN 11-18, 11-19 + + + + + + + + � + + + + + + + + + + + + + ..Type... lbs X.Loc LL/TL
<br /> Brg React Uplift Req'd Size 12-19 Ribbon blocks h:rve not been designed to TC Vert 180.0 1- 0- 0 0.73
<br /> 1 1159 0 1.50" SLIDER 4x2 SPF C1650F1.SE support the point load(s) shown. TC Vert 3200.0 18-11- 8 0.73
<br /> 2 3714 0 2 SO" BRG BLK 4-4x2 SPF STUD-CAN They may be at�ached with (4)lOd nails.
<br /> , Plating spec � ANSI/TPI - 1995 Loads at the truss ends must be applied Panel Lengths �
<br /> � NOTE:MAXIMIMUM TRUSS SPACING IS 16.0 " O.C. directly to the chord. Std = 2-5-4
<br /> THIS DESIGN IS lHE COMPOSITE RESULT OF
<br /> MULTIPLE LOAD (ASES. 1-2 0-7-4 2-3 2-3-5
<br /> DO NOT OVERCUT IF HANGERS ARE INDICATED ON THIS DRAWING, 9-10 1-5-0 10-11 1-3-8
<br /> MAX DEFLECTION (span) : THEY ARE BASED ON 1.5" HANGER NAILS FOR 11-12 1-5-12
<br /> L/528 MEM 15-16 (LNE) LC 1 . 1-PLY AND 3" Hf�NGER NAILS FOR MULTI-PLY
<br /> L= -0.46" D= -0.17" T= -0.63" W8X12 GIRDERS. IF L S' GUN NAILS ARE USED, THE REPAIR-
<br /> cairicn�wewsea FORCES: HANGERS MUST BE RE-EvaLUnTED (BY OTHERS). THE T.C. NEEDS TO BE LOWERED 2" FOR
<br /> rc caaa. oua.�/ TENS.(DUR.) ai 1-6-12 ON THE RIGHT END.
<br /> 1-2 -645 1.00/ 0.37
<br /> z-s -a3a i.00/ o.is ALL PLATES, UNLESS OTHERWZSE NOTED,
<br /> 3-4 -3242 1.00/ 0.32
<br /> 4-5 -3242(1.00/ •' 0.33 MUST BE INTACT AND PRESSED ZN THE
<br /> s-e -as3z<i.00/ "', o.se 4X2#2 LET-IN WOOD PER TPI.
<br /> 6-7 -4632 1.00/ �' 0.55
<br /> s-9 -a6s9 i:oo j o:es ON TOP OF DIAGONAL JJEBS �� ADEQUATELY SUPPORT THE TRUSS
<br /> 9-10 -4692 i.00/ o.3c UNTIL THE REPAIR IS COMPLETE.
<br /> 10-11 -4100 1.00/ 0.37
<br /> ii-iz o i.00/ o<i.00> o.io * LET IN MEMBER(S) IF SPEQFIED.
<br /> TRIM THROUGH THE METAI GUSSET PLATES. DO NOT APPLY 3/4" GUSSET MATERIAL AS SPECIFIED
<br /> ac COMP. DUR. / TENS.(DUR.) ai OVER CUr. TH RENIAININ� PLATE AREA MUST BE TO EACH ACE WITH SIMPSON 1/4"X 3.0"
<br /> o-i3 o i.00/ o.oi F LLY INTACT AND PRESS= IN THE WO D PER TPI.
<br /> is-ia / zoai<i.00 o.ea SCREWS ( R EQUIVALENT) @ 4.0"O.C. IN ALL
<br /> ia-is / zo3i(i.00,o.as T E PLATES M ST BE POSI IONED PER HE JOINT R PORT. COVERED EMBERS.
<br /> 15-16 / 4089(1.00"0.84
<br /> ie-v � aav�i.00 o.9e . W3X6 �/ygX�� N ''` THE SCRE S MUST BE EVENLY DISTRIBUTED
<br /> .�-ia aasi i.00 0.90 0 0 0 0 0 0 0 � o � o � N � TNROUGH�! l�
<br /> is-ie � aoae i.00 o.sz REPAIR Tc�IL co o cD �� 4 � cO � � � * POSITI i�E GUSSET(S) AS SHOWN.
<br /> WB COMP.(DUR.)/ TENS.(DUR.) CSI � '-' N c`7 N (O N W �l � N � N � � I� c7 N
<br /> BB 1 -1159(1.00)/ 0.07 2_, �
<br /> 1-13 / 1428(1.00) 0.71 {_5 4 �
<br /> 2-13 -425(1.00)/ 0.11 i I
<br /> 3-13 -1623(1.00)/ o.aa 6-0-�
<br /> 3-15 / 1383(1.00) 0.68
<br /> 4-15 -166(1.00)/ 0.04
<br /> 5-15 -967(1.00)/ 0.30
<br /> s-ic / 620(1.00) 0.31 1 2 3 4 5 6 7 8 9 10 11 12
<br /> � � 6-16 -164(1.00)/ 0.04
<br /> 7-16 -211C1.00)/ 0.06
<br /> . . 7-ll -146(1.00)/ 0.04 �
<br /> 9-17 -138(1.00)! o.oa W3X4
<br />:� ,- io-v / ssa�i.00> o.is 180# W3X6 W3X4 W1.5X3 3200#
<br /> io-is -aes�i.00�/ o.ii W3X6 4X2#2 LET-IN
<br />� ii-ia / 336(1.00) 0.08 WgX12 W4X8 W1.SX3 W1.5X3 W=W3X6 WSX12
<br /> 11-19 -5453 1.00/ 0.69
<br /> 12-19 -67 1.00/ 0.01 T
<br /> � �-9-,2 �
<br /> �- -0 't 1- -0
<br /> 0-8-4
<br /> W6X12 W=W3X4 W;X6 W3X6 W3X6
<br /> W 4X8 W SX 12
<br /> g� o-s$ 3/ "X 18"X 48" USSET B2
<br /> W:508 I-I 2 LAYERS,EAC FACE
<br /> !Ift.B{I'IiS�L�k.iZ Ill�3 �l�il..t 1 ;�11l5 I'�L.tS,Si'1..
<br /> R:1159 0 0 o Q o o � � T of'I(���K i,1-l{):'�.i)�{kIZE'(.it2"t�A4�.\5 PFtI�:I':11ti<E7
<br /> �� ' p ' o � o � o 0 0>�#�-�:tl.UIL t.VDt.ft`��11 UIlLt,t 1�5.l I'E.it.�I�It e�
<br /> � � � � � � N ao � N�A\S� CI�I:�t 1 A41 t lll:t.� itl S,(5{d'I..i-Ji s'i#(}..
<br /> 13 14 15 16 17 1� 19 Fk�)51(14�tt,t:Af�1;A�;�:R i�AIki�.l�< 11�i�.z'F'i�
<br /> L 20-3-0 (7��T tiE`S[�:'�Y't.(1 3i�S°ti ���'�- "
<br /> .......... .. . . .....- -- ............
<br /> t71 1'.l.��F I.N:CLI't
<br /> All connector plates are Truswal 20 ga.unless preceded by"W"for Wave 20 ga.,"HS"1or HS 20 ga.,"S"for SS 18 ga.from AIp ine; - -��F�. Rl:�.:t;E�PICA�I�ItI�`s({.?ij;i�#
<br /> TRUSPLUS 6.0 VER: T6.5.52 °r preceded by"MX"for TWMX 20 ga.or"H"for 16 ga.from Truswal,positioned per Jcint Detail Reports. Circled plates and false �/n�/n007
<br /> trame plates are positionetl as shown above. Shift gable stud plates to avoid overlap H ith structural plates(or staple). L L
<br /> 147 - A.B.C. Mon±rose I Read all notes on this sheet and give a col�y of it to the Erecting Contractor. c�sc: sTONEwoo�
<br /> � �MN) rn�s�es�e���oo�����d�o�d��i���id��9�omPooem�o�o-�ss sysiam u n�s i�ee�n�s�o�sP�o�r�o�ro�s„�o�dE.�y mo oomPo�a„i m�nuiam�,a, WO' Dri ve_S_m72859f_L00005_]00001
<br /> aw ao�e� o,�i��oo wan ma��,�a���e�s�o�s oi rPi��a nFPn das�yo sia��a,�s No,es�,o�s���wy�s ass�mE i io�d�meos�o�ai��o��aoy o�ma�s�o�s Ds n r' MOB #LC = 2 WT: 120#
<br /> re�o be vorilied by the component manulacwrer antl/or building designer pnor to labrication. The building desiu�er must asceMain that ihe loads 9 �
<br /> T R U S W A L ulilized on�his design meel or exceed ihe loading imposed by(he local building wde and�he paAicular applica�ioi The design assumes iha��he�op chord TC Li ve 40.00 ps f Du r Facs �=1.0� P=] '
<br /> �s iaia�uy b�a�ae bv ina roa o,uoo�snaam��9 a�d ma bawm�noro�s iaie,auy b�a�ee by a��9�d sneain��9 mat��ai d�,�uy auacnea,��iass oma��sa Rep Mb r B nd 1.0�
<br /> �oiaa Bracinq shown is�or lalaral supporl o�componen�s members onl io,aa��a b��kn� ia�m rn�s�om TC Dead 10.00 s f
<br /> v e y v���e�c snau�o�be Pia�ad��a�y P Rep Mb r Com p 1.0
<br /> � SYSTEMS e^°�,��marnma�wm�a�semamo�sw�a�orna��oi�newoodmax�aaais^r,a�dm��a�se�o�„��o�Pia�a�o��o_�� Fab,��aie,na�aia,msiau BC Live 0.00 psf Rep Mbr Tens LC
<br /> a�a b�a�e m�s o-�ss��a��o,aa�a w�m me ioiiow��9 s�a�earos��o�m a�a cwu�9 oe�a�i aaPons a�a�iabie as o�i;,w o-om r��swai�icwa,a, gC Dead 5.00 s f
<br /> /'111�Builtling Components Group,Inc. �qNsiRPi i�,•vvrca��-wood rmss cou��n oi qmo�ica s��ndard oesi qes
<br /> 4445 Northpark Dr.Sfe.702,Cola_Spgs.,CO H0907 9n ponsibili�ies,'BUILDING COMPON!=NT SAFETY INFORMATION'- p 0.C.Spaci ng 1- 4�
<br /> ([3CSI 1-C3j and'BCSI SUMMARV SHEETS'by WTCA and TPI.The Truss Plale Ins�i�u�e(TPI)is located a1583[�'Onolrio Orive,Madison, �251 Jll Spec TPI
<br /> ws�o�s��ss�ie rne nmad a�Fo,asi a�d aaue,nssodano��nFan)�s io�aiaa ai i i i i ism saaa�,Nw,s�e e�o.wasn��9�o�,oc zooaa TOTAL 5 5.00 psf DEFL RATIO: L/480
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