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ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND ERECTION CONTRACTOR.
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS.
SEE DRAWING 139f FOR "PLATE LOCATIONS ON TYPICAL JOINTS. -
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11tNE CNQ�NLEREO PRwouls, INC6 IR SES =FOUIRE LATREME CARE -
**lMP0RTRNT'* SHALL NUT BE RESPONSIBLE FOR FM WARNIN lit HRNDLING, ERECTION AND 0 SIGN CnLlu— REF
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F TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-Rt 0.29 6. 12 11 -71 17-29 23.25 27.35
BOT CHORD 2X4 SO. PINE *2 KD 15%
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ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND IX4 #3 HEM-FIlk OR BETTER CONTINUOUS LATERAL BRACING TO
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. BE EQUALLY SPACED. ATTACH WITH (2) Od NAILS. BRACING
SEE DRAWING 13J FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
REFER TO DRAWINGS A193 AND A104R FOR OVERHANG DETAILS. SUITABLE SUPPORT BY ERECTION CONTRACTOR.
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R-1272� V- 3.50" R-12724 W- 3.50'
17-3-8 10-4-4
27-7-12 -
OVEJ S SUPPORTS
PLATE TYPE--RLPINE SEON--144397 FURNISH A COPY OF THI ESIGN TO ERECTION CONTRACTOR REY 13.1.5 XRE -0,M
ll�NE IWGINEE�EO ?HWUCT5, IN6. L3 11111E EXIREME LIBRE 'o........ DESIGN-MT TpI REF
**IMP0RTRNT** %lAL4 NOT BE RESPONSIBLE FOR ANY WRRNING 'iRM HANDLiNc, ERLCTION AND s s
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WEBS ZX4 SO. FINE *3 199 BC X-LOC L-Rt if-29 11 .71 2Z.87 34.Z3
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS.
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. "
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3X5 3X5
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R-159BV '4- 3.50'
R-15981 W- 3,50'
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34-7-0-
PLATE TYPE--nLPINE SEQN--144395 FURNISH A COPY OF �VER 2 SUPPORTS
IS DESIGN TO ERECTION CONTRRCTOR ScRu-- 0.m
I'll 1Gl1EEREO PRUDIC13f INC, 11USS11 IELIUIRE EXTREM CARE
**jMPQRTRNT1* %ftL NOT BE RESPONSIBLE FOR ANY WRRNING I W HANDLING, ERECTION AND ow.... OLS LIGN CRI T Tp I REF
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No.34869
OTHERWISE SHOWN, MEE71NO REOUIRETtENTS Of RSTM R446 CRIVE A. SHOWN, TOP CHORD StmL BE LATERALLY A BC OL 10.0 PSF 751-
PIN 1Aj1 4 -ENG
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uss O'ESICN STARDFADS CONFORM WITH
-mOS AND aTPI (KT�. WKICROILE PROYISIONS OF AS SPECIFIED ON DESIGNw DO NOT USE THIS
DLSIGN VIIH FIRE RETARDANT TREATED LUMBER, DUR.FAC. 1 .33 PITCH S.Q/12
..-TPI - TRU5S ftRIE INSTITUTE. NO$ - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ... SPACING 24.0* TYPE CQMN--
003t RB LOG J2-12 74
TOP CHORD 2X4 SO. PINE 02 KD 15% TC X-LOC L-Rt 0.29 3.84-7.33 10.92 14-37
BOT CHORD 2X4 SO. PINE *2 KD 159
WEBS ZX4 SO. PINE #3 19% RC X-LOC L-Rt 0.29 7.33 14.37
ALL PLAT5S ARE TO BE CENTERED ON THS JOINT, LEFT TO RIGHT AND PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
TOP TO BOTTOM. EXC5PT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - REFER TO DRAWINGS A133 AND A184R FOR OVERHANG DETAILS.
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,�UPPOR
PLATE TYPE--RLPINE --- SEON--144404 FURNISH A COPY OF THIS DES G TO EtROCTION CONTRACTOR
REY
PRUI)LICIS, INC. TIU5111 11.IRE EXTREME CARE
I MPORTRNTG& %'*'4L'LNENEDIT4(;'dE'ELREw-SOPONSIM-E FOR ANY WRRNING 1, H�aING, ERECTION AND ...... DESIGN CRIT I�j REF
C-:3 '--3 KY14tION FROM 114ESE SPECIFICATIONS 04 MY DEVIATION FROM BARCING-SEF 'BUT46',[BRACING WOW TRUSSES[ 0',
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THIS QUISN DR ANT FAILURE 10 BUILD THE. MSS IN CONFURmLl LOMMENTART AND RECOMMENORT IONS-071), SEE ...... TC LL 30.0 PSF DATE
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No.34869 1-
OTHERWISE SHMN, MEETING RECUIREmENTS OF FGTn R4qS GRA(x R. SHOWN, TOP QQRD SliALL BE LATERFILLY BRACED BC DL 10.0 PSF 4 -ENO JSL
PIN C= APPLY CONNECTORS TO UOT4 FACES AT LACH JDIMT AND LOCATE RS VIIH PROPERLY RTIRCHED PLVWODD SKRIHING, I
TOT.LO. q7.0 PSF O/R LEN. 14-8-C)
CONFORM WITH HOPLICABLE
'31"U. BEARING WIDTHS MrL q" NOMINPL UNLESS OTHERWISE %OWN. BOTTOM CHORD W[TW RIGID MILING all QRAC
TRUSS DESIGN STRNDHRUS
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PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS %
%�, I.. ......
-NOS" STPI (PUT). DESIGN VITH FIRE RETARDANT TRERTED LUMBER, -* .-.\X2 OUR.Fnc. 1 .33 PITCH 12.0/12
.,.Ipl LAI ED EtP T Yj
TRUSS P E INSTITUTE, NOS - NqTIGNAL DMIGN SPEWICRT-IDN FOR-WDUD CONSTRULTIUN SPACING 24.0' TYPE -
Jost Ra LOG IJ2-12 T3
'TOP CP600 2YI Q. PINE P? K0 151 T.C-.-K-LOC L-Ri ff-Z9 5.43 10.58 15.70 28.87
SOT CHORD 2X4 SO. PINE #2 KD 15X
WEBS 2X4 SO, PINS #3 19% BC X-LOC L-Ri 9r.29 9. 11 15.01 20.87
ALL PLATES ARE TO 95 CENTERED ON THE JOINT. LEFT TO RIGHT AND REFER TO DRAWINGS A103 AND AIff4R FOR OVERHANG DETAILS.
TOP To BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL 00INTS. "
5X7
12
12.00
IX3 IX3
12.00
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12 12
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R-36711 V- 3.50" R-DG71 W- 3,50'
10-7-0 �-10-7-0
I B-1-14
—21 -2-0
OVER 2 SUPPORTS
PLRTE TYPE--ALPINF- SEQN--144383 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.1.5 O.m
E nIUMNELITS PRODUCTS, INC IlUlEl REQUIRE EXTREM CARE
'R I W DESIGN CRI REF
=3 C= C= **IMP0RTRNTl* %'iPLL NOT BE RESPONSIBLE F AN; WARNING 4 HANDLING, ERECTION 'AND S S
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ARE MMUFRC%RtO FROM 20 5RUGE GRI-VANIttED STEEL UNLESS NENY BRACDC REOUIREKXTS. UNUSS OTHERWISE
No.34869 1, -ENG
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