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19395 MAT THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENS'IONS) SUBMITTED BY TRUSS MFR.
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TOP
CHORD 2X4 FIR-LARCH #1 TC X-LOC L-R : 9.29 6.82 ] 3.x.0 19.0 25.71 n
BOT
"HORD 2X-A FIR-LARCH *1
W, BS T-X4 FIR-LARCH STANDARD BC X--LOC L-Ra 9.29 0.88 17.12 25.71 ;
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEE #-TC:1,4 v'
REQUIREM'ENT'S OF I.C.B.G. RESEARCH REPORT #2949.
TOP CHORD SHALL BE LATERALLY BRAZED WITH PROPERLY CONNECTED' p
ALL
PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND PURLINS SPACED AT A MAXIMUM OF 24" O.C. CO
TOP
TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. r-
SEE
DRAWING 13H FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.` W
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O h. _ 30" O.H.
30 Al 's
,4'I' 26-0-0 OVER 2 SUPPORTS-`
` R-18B4 W- 3.50` R-7BBk W•- 3.5D'
THIS ESI�To ERECTIOTOR REV 15.1,5 MALE -- D.2sCC
N CONTRRC,.
PL�RTED�TYPE—ALPINE SEON--160385, F�as'1sf yNY
FLPINE EIruINEEkED PRODUCTS, 11%. iNUbSES REUIIRE EXTRRE �; DESIGN CRI i REF
.�4�w
i� WRRI�IING
FOR
K-*1MPDRTANT wtL HDT n
S: r ��, TC LIQ PSF DATEQ1/14/38
'BYT^I yL�F /
DEVIATION FROM THESE SPECIFICATIONS OR ANT QEVIRTION FROM BRRCIAJ i.SE E', IBAFiCING WDOD p .
' Vis`. �'r `'
THIS DESIGN DR RAY FAILURE TO BUILD THE TRUSS IN COASORIIHA&E CCidf]NTRRI AND RECO'TtENDRTIDWS-�7PIEE �� �~ TC AL 1 C PSF DRUG CFlU5B421 88013D6I
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WITH TW -DUALfTT CONTIZOL IIRNUN-' By TPI. ALPINE COaNE1;TDR5 THIS DESIGN FOR ADDITIONAL. SPET:IR- �'. } t `ARE
Ma1FRC7LAFA FROM 20 GAUM GALVFWIIED STEEL UNLESS NEWT ORRCINGREDJI.Ikf55 DED r�f
'1OSC DL }. _ 5. 0 PSF CR-ENG MG% I'j p OTHERWISE SHOWN, MEETING REDUIREWINTS OF AST" m46 GRAOE A. S"W, I- um 9fu BE LRTERFLLED I{-+`ILIP3:
p1IN RAD RS WIIH PROPERLY RTTRCIEO PI.1HCdo SHG� '- ,TOT. LD. 31.0 PSP D/R LEN, 26-0-0
RPPLT cDNECTORS TO BOTH FACES NT EACH .XINT LOCATE
SHOVW. BEARING WIDTHS FIRE 4' NOMINAL, UNLESS OTHERWISE S"N. COTTOn CHORD WITH RIGµC�TRUSS
ooEstcN sTHNDFADS DDNFdtn WITH APPLIUiBLE rRavISID16 of r�-�SPEGsFTm�oArhEslcN DolUi IS , .,, OLIR.FRC. 1.25 PITCH 5.0/12
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_ WIIH F1NE REIML WT TNEAIEO .wD .rn iPcT1. SPRClNG4. o" TYPE C0M110
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c 1 c_ WDDD COASTRUCTT�i�lYR
•-=TPi : FRItSS MAXR7E INSTITUTE, fNOS ; K111ONRL DE51GN SPECJFICRTIDN F -
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JOB: '1.1'113
THIS DESIGN HAS
BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUt5S
FA13K1cA1UK
TOP CHORD 2X4 FIR -LARCH #1
TC X -LOC L -R: 0,29 7.82 .15.,FD"D 22.17 29,71
C'7
BOT CHORD 2X4 FIR -LARCH #.1
-LARCH, STANDARD
BC X -LOC L -R; 0.21 10.22 19.78 29.71
WEBS 2X4 FIR
CONNECTOR PLATES MUST BE INSTALLED IN
ACCORDANCE
WITH
SINGLE CUT WEB-#-TC:I,4
REQUIREMENTS OF I.C,B.O. RESEARCH REPORT
#2949,
TOP CHORD SHALL RE LATERALLY BRACED WITH PROPERLY
CONNECTED
00
ALL PLATES ARE TO RE CENTERED ON THE
JOINT, LEFT
TO RIGHT AND
PURLINS SPACED AT A MAXIMUM OF 24" O.C.
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TOP TO BOTTOM, EXC:PT WHEN LOCATED BY
SEE DRAWING 130 FOR "PLATE LOCATIONS
CIRCLE OR
ON TYPICAL
DIMENSION,
UOINTS."
IT IS THE R'CSPONSIBILITY OF THE BUILDING DESIGNER
AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING
LUN,CR TO
PLATES SHOWN ARE CONTROLLED BY TRUSS
FABRICATOR
PLATE
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
INVENTORY.
TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATO
Ir
S
TRUSS LA7wV
+ Bottom chord checked for 10 PSF live load.
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FWW�f � §�M� `�-.�"''"`�'.'*�•. 3X4
3X4
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15-0.0 15.0-C
F 4"t 0,H.
24" O.H. ;In FC3-O OVLH 2 9U1)P0 x1'Sa....
R-91211 W- 3.50" R-91?k k- 3.50*
PLATE TYPE--RLPINE SEOW -159942 FWN'IGH R COPY OF THIS Or SIGN TO ERECTION CONTRACTOR
r+ tt, rNw,tNce>na rpwucFS, luc, Tnu ,cj rtcrl,lRE cxTREME SFr E DESIGN GRIT REF
*11 IE>K r L4 Not gc rtE "PGN5t8LL IBR Arty WARNING Ill: ttr{NULItf;, Nif TtGN 1tn�tly� USC :.�.�
ill 11 DI\TI IN I .r A c r r SF.�. DATE, �,. i2.,/'9
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(=A,= r ULVINrI4N r1iDM TFit;aO rP1uFtrRtl0NI (JR My niMITION rNOM ,0"11CING.SCEiEs',lttNlilIni uDi%r Trltt+S 1 �" �t1D1 TC LL 18,0 P�
IC_ATRUSS
t 1 MMS MraliN UR MY PliNUNE TC BUILD THE TRUSS 1N CONI ORMNLr: cunME.niwiv tiNp RLCLt1HLHowwN:.-awoI sEE
LSI Wit1t T111 `tfillis.ElY C(�NTRUL Mrl11RIL` UY rPT. fiLP1Nr G4NNECtURU Itl'i UE51fN FD1I Hiiitf144A 'PL:WAL PLRYiN � TC UL. + P$E C)R1dG,CI>Uyft4r343D11
tC:;T RRL 111NUMTITtt:U Pf tt 20 GRUOR H14YNNIZED ST'FI,L, UtLE&S NE Ill tAU1fiIN[, REIIUIisEnINIa. I1hLE55 4SH.11YI5L-SF
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APPLY' CGONEGTUR ID UUTII MJt E3 AlRI tArij 14INt Atli t.UCR'IC R, WI.N PRUPLAt Y IIT]ACIICD I4 YYliOii aNl►i114)NI, TOT. LO. , Q PS �/R � E�I+ V p� 4J
r 51tOWN. ULRRIW4 VIDIH; ARE N NUMINIL UNLt: a OTHERVM %0411, COMM CHURD WITH RIGID NCULANG 44- PMCTfiR U�,., �fVIL , Y�; r � 5 , �/ �, `ri
WMN sTRNnlrtD'iGUNFOR11 WITH Yf LICADit PnwrolUN 01 i ' Sf"CCff fkfF�'t1N�-fiE. ua N �OUR. PAC. 1.25E4NOS AM 4TPI 1rCil , Ut5TTSN NTYH VIRV RrIMANNT t nlfln LI1M{ttil �� op ( 1�� „
t = �-' «�. SPACING 24,0" TYPE COMN -
E„TPC ” rIt1155 PaRTP IN'ITtiUtE NO] , NITIONRr. DF91GN SPECIFICATION FOR VWD CON5SRUUttUN w� ib n,
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JOB: 10897'-MAT - THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED BY TRUSS MFR.
r1 TC X-LOC L-R; 0' 2`9 8.95 17.25 25.5S 34.21
TOP CHORD 2X4 FIR-
LARCH r
BOT CHORD 2X4 FIR-LARCH 41,
WEBS 2X4 FIR°-LARCH STANDARD BC X-LOC L-R; 0.29 8.95 17.25 2-5.55 '2.9.85 34.21 Ln
CONNECTOR PLATES MUST BE INSTALLED "IN ACCOR.DA'NCE WITH SINGLE CUT WEB*--BC:3,6 ;2 ENDS:1,5 v
REQUIREMENTS OF l.C.B.O. RESEARCH REPORT +2949.
,.k * IX4 #3 HEM-,FIR OR BETTER CONTINUOUS LATERAL BRACING TO pO
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RICHT AND BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING CM
TOP' TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TOA o
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS'." SUITABLE SUPPORT BY ERECTION CONTRACTOR. o
BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR SHIM ALL SUPPORTS TO SOLID BEARING.
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TO INSURE P90PER ERECTION.
70P CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED
PURLINS SPACED AT A MAXTMUM OF 24" O.C.
+ Bottom Chord C11eCkOd for 10 PSF liVe load,
5X5
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9X5 �,/"� 6X6
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,.,."X3 5X8- 2 . SX4
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11-'3-O 1 17-3.O
30 O.H. zr w". 5P 30" O.H.
ri
' - G4-E-C OVER 3 SUPPORTS w �� ��,
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# rr.5+- R-1052# v- 3.50'a«sD-
PI.RT:„ TYPE--ALPINE SEON--160887 FURNISH( R COPY OE THIS, DESIGN TO EREC",'I,ON CDNTRRCTOP REY :3.t ;
rV.i"INE kTit:iNfktdU °RGUUCTS, tNG. WARNING
At?a515 aLUutR6IXTRiriE ERRE r, pESjGN CRIT FREF 9
IhP TA T XCLE FOR 'INV ARN ING iN HANOLK, ERECTION AND `—
>r-x� I ?f �R 1 flN 1 � � RLL hCfT 21E RESPIY?9 �-r
;k'fCATwN }NCi� 'Nt:.E aPFt..}lLATiONS OR ?NT OEVMt(ON P01 SWING. EC-OWT-X6-,WRUNG u" U IHUSMSt TG LL 1p .0 PSF1/ i 41/88
}HC, iI1?I aN nNY allClitdt T«� OClCLi7 TyE TkU:is tN CIJMiwmhck 4U? UTRRT TND REGTXuENORTIp1aS^+' PIa. '3tc `"T`ter r?+I. RI.wtNe r,DNNkCTDAs T?rIS uEs16N FOR F.0111ONRL SK4K PEMA + TC 0l. 1D . 0 PSFR42?' 88D13062
Talk Yt�1ERGtolro FR0 an 1,RUCE t1'ALVANUEO AEEL UNLESS NENt ORRC1W, REOU4REITENTS, UNLESS OTHERVISE " CA 8C. OL 5. 0 PSC«j.w 'y
p;iEAY1St `.Ird)�p. r,}L {r4 gktDJIREdENtS Of M141 M45 6xrM R. DHUIN, TOP CHURO $iFi L OL olTERILLT 0*CLO � ` * —�— +-
LPINE HP?IT ,IYiNtGTiifB ;a 9orN OVE."r AT VXH XINT AM LOCOM RS V11H PAOf`fRLY At1TICHEO KIWOO oHERIHING, , � f. TOT.LG 31.0 PSF 0/8 LEN. 34-6-0
s ,rgNN g4Rp1NA vITiH riAE V' NDrttNFl UN}E� OTHEW114k ''NWVN. e01" CHORD"VITH ALGIO t.,EILING WtiR�t:TTtG '•« t
TRUSS rATW .
iIiowsti viAl t1?CTi m. 1IREh NOM r+PPLIGRIr r' PROVISIONS of iib aiP lrifCtlp #itF"x+E ENNY 04 NOT USE TN15 ...r 1
.M ". , c ouR.l'AC. 1,25 PITCH 5.012
+Au;. Rrt� _!.TP1 rMq?: Fiii1'F tN9ti rlt'1',� tiClS Mt{i1NNl'7E'i1C.N`a7F�'ii'tl:RttONEC'Sr? VOW) 'ONSTRO ~— t',.••. TYPE 1 01 tN ` ••
NC:iITw ,Irsi � SPACING 24 V ,
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