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TOP C H,�,R D ZX4 SO. PINE *2 KD 159 TC X-LOC L-R9 J.29 5.43 12F.58 15.74 20.87
SOT CHORD ZX4 SO. PINE #2 KD 159
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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. "
12,00
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R-967t V- 3.5D' R-967# W_ 3.50,
10-7-0 1 10-7-0
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PLATE TYPE--ALPIN5. SEON--144371 FURNISH A COPY OF THIS DES ON TO ERECTION CONTRACTOR REY 13.1.5 SCALE D.2soo
C�n IIINE E"ViNEEREO SSIS REQUIRE EXTREME CARE
C SHALL N07 WRRNING TAU HANDLING, ERECTION AM
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TOP CHORD 2X4 SO. PINE *2 KD 15% TC X-LOC L-Ps 8.29 5.43 13-58 15.67 20.87
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WEBS 2X4 SO. PINE *3 19X BC X-LOC L-Rt 5.29 5.49 10-58 15.67 29f.87
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 139F FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. ' REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS.
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21-2-0
OVER ?
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PLATE TYPE--ALPINE SEON---144374 FURNISH A COPY OF THIS DES G TO 02CTION CONTRACTOR REY 13,1.5 ME - D.25m
1111 lGINLERE3 PROULICISt INC. 1RUISSES RELUIRE E;XTREME CAK �fmmm�%
C= **IMPORTRNT** S14ILL NOT BE RESPONSIBLE FOR RWY WARNING im HANDLING, ERECTION nNG DMIM CR REF
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t I U No.3486
LPINE OTHERVISE SHOWN, MEETING REQUIREMENTS OF FGTM R446 qRF&E A. SHOWN, TOP CHORD %"-L Be LATERFLLf IRFEU 9 8C DL 10.0 PSF 4 -ENG JSL
C= RPM1 CO"CIONS TO BOTH FACES AT EACH JOINT AND LOCAIE RS WITH POOPEALT OTTFCHED pLyWOW
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0
AC NS
L S"Oyk- BERRINU WIG" RAE 4' NWINFL UKESS OTHERWISE SkQWW. BOTTOM CHORD WITH AMID CEILING OR BRACING TOT.LD. 47,0 PSF O/A LEN 21-2-0
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T Uss DESIGN STRN"DS CONFORM WITH FPft ICROLE PROVISIONS OF AS SPECIFIED DW DESIDN. 00 Noy USE THM al PITCH _12.
-NOS FOO NTPI IPCT) LW lf?�
OESIGN VITH FIRE RETARDANT TREATED LUM". OUR.FRC. 1 0/12
e,-IPI - IRUSS PLHIE INSTITUTE, NOS m NATIUNHL DESIGN SPECIFICA11ON ---ON SPACING 24.0" TYPE
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'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. "
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12.00
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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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No.34869 1, -ENG
OTtIER�ISE 51HOWN, MEETING RFOUIREMEUTS OF ASIR R448 GNP" R. VIOWN, TOP CHORD SlftL BE LATERALLY IRPCEO BC DL 10.0 PSF 4
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SHOWN. BEARING WIDTHS ME 4" NOMINAL UNL&4S .SHOWN, 8017011 LHDRD WITH R19ZD GE 4140 OR BRACING LD. 47.0 PSF 0 1) LEN, 21 -2-0
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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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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
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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
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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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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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r--1 ONE M11NUFRC%HED FROM ?0 GAUGE GRLVRNIZEO STEEL UNLESS WENT BRACING REOUIREMNIS. UNLESS O(HERVISE
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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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--
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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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ll�NE IWGINEE�EO ?HWUCT5, IN6. L3 11111E EXIREME LIBRE 'o........ DESIGN-MT TpI REF
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tTl-2X4 SO. PINE *2 KD 15% : tBI-2X4 SO. PINE *2 KD ISX IX4 'T* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
tWI-2X4 SO. PINE *Z KD 15% 1 9d MAILS (? 6* O.C. BRACING MATERIAL TO BE SUPPLIED BY
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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THES DESIGN DO RNY FRILURE TO BUILD THE TRUSS IN CONFURMWE SE
WITH T�f 'CUF)LITT CONTROL MFOCAL' BY TPI. ALPINE CONNEI;TDRS FR
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OTHERWISE SNOwN, MEETING REOUIRMNTS OF RST4 9446 GRAWE 0, SHOWN, TOP WiAL NO�34869
LPIN CHDRO L BE LATERfILLf BRACED BC OL 10.0 PSF 4 -ENG J�L
RPf-0 CONNECTM TO BOTH FRCES AT EACH -OIWT AND LOCATE AS WITH PROPERI-f ATTACHED PLYWOOD*IERTHING,
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TRUSS QE 107.LD 47.0 PSF O/A LEN. 27-7-12
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ED
4NDS 4W -lPl (KT).
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NOS - NHT�QNHL DESI�N SPECIMMION FOR WOOD COHUTqUCjIDN SPRCING 24.D'
JOBt R8 LOG J2-12 T8
TOP CHORD 2X4 SO. PINE 01 DKD 15X, EXCEPT AS SHOWN TC X—LOC L—Rs 0.29 4-49 8.37 12,66 17.29 22-87 28.46
BOT CHORD 2X4 SO. PINE *1 DKD 159, EXCEPT AS SHOWN 34.69
WEBS ZX4 SO. PINE 03 19%, EXCEPT AS SHOWN BC X—LOC L—Ks 0-29 8.37 15.87 24-95 31 .02 34.58
tTI—ZX4 SO. PINE #2 KD ISX : :31—ZX4 SO. PINE *2 KD IS% IX4 #3 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO
iWl-2X4 SO. PINE *2 KD 159 BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SUITABLE SUPPORT BY ERECTION CONTRACTOR.
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - REFER TO DRAWINGS A103 AND AI9r4R FOR OVERHANG DETAILS.
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— THIS DESIGN TO ERECTI-ON—CONTRRCTOR REY 13,1.3 GCALE 0.2500
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