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20 20 20
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10 10
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7 15 10 35
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1.001.00
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2114. COW FL 5-7-9 5-4-03-0-0 '4-11-0
6-1-0 5-1-0 5,-1--0 4-4-0
2X4 /2: FL 7-2-4 6-11-0 6-3-0 6-7-0
8-4-0 7-6-0 7-6-0 6-11-0
b-3-0 7-1;1-0
2X4 6t FL: T=4-ti :al-it 6;-9-0 6-9-0
b-�6-0 7-8-0 ''7-9-0 7-5-0
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13-0-0 11-3-0 11-0-0 10-1-0
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13-4-0 12-1-0 12-0-0 11-14
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- It. is '_th* rQap XWjbility at thebuilding designer and tri,
fabricat. to ravine this drawing P io." to
cutd ra lumbar to
BUTTE COUNTY
verify that: an data* n� 1wUM dimmio
and loads, cwdo an
( to the" archtgctutalpians/ip�cif icatiac anti fabricator ° s
8UILD[NG DEPARTMENT
i trues laY+out•
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DATE: 10/16/87
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+�awlrwlcr�sr rl�el�aP�waE T,►a�splrer�M
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JOB`c: 14514 MA"
_ THIS DESIGN HAS
BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FASRLCA;TOR-
TOP CHOP_i 2X4
FIR—LARCH *1
7C X—LOC L—R,: 8.29 7.65
Q
O'
BOT CHORD 2X4
FIR—LARCH *I-
'
C:
o
a
WEBS 2X4
FIR -LARCH STAND4R'D
BC X, -LOC L -R. Z.29 7.65
cn
O
a�
C=
CONNECTOR PLATES
MUST BE INSTALLED `iN ACCORDANCE WITH
SINGLE CUT WEB 4-2 ENDS i
7
LPIN
E
REQUIREMENTS OF
I.C.8.0, RESEARCH REPORT #2949.
V;
TOP CHORD SHALL BE LATERALLY BRACED WITH PROPE,RL.v CONNECTED
�'Ri1SS
ALL PLATES' ARE TO
BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
PUR'LI;VS SPACE- AT A MAXIMUM OF 24`=O.C.
TOP' TO BOTTOM, EXCEPT
WHEN LOCATED BY CIRCLE OR DIMENSION. -
SEE DRAWING 138
FOR "PLATE LOCATIONS ON TYPICAL JOINTS-"
IT IS THE RESPCNS"91LITY OF THE BUILDING DESIGNER AND TRUSS
Q
FABRICATJR TO PEV.,_'1W THIS DRAWING PRIOR TO CUTTING LUMBER TO
CDI
+ Bottom chard
checked for 10 PSF live load.
VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM
o'
-
TO THE ARCHITECTURAL PLANS/SPECIFICATPONS AND FABRICATOR'S_
TRUSS LAYOUT. _
1X3.
8.00
-
2X4 -
-
-
BUTTE
k .. ,. fes. ...-.
PLATE: 'TYPE--RLPINE
n. tom.
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1$" O.H.
7-11-'4 OVER 2 SUPPORTS
'#
R-2284 u- 3_5D„. R--2289 {i- 3.SD
W-146262 f FURNISH R COPY OF 'THIS DESIGN TO 'ERECTION CONTRRCTOR REV 3.0.7 SCALE U-31 MIS
FLPINE ENGINEERED PRODUCTS, INC. TRUSSES 3EEYJIRE EXTREME WE y� f: OE(J'IGN :CRIT. �` REF- _
'ORTANTjk* SHALL NOT BE RESPt:1SI8LE FOR AN' WARNING IN HANDLING, ERECTION ANO �J` .:k �t�
I. FROM THESE SPECIFICATIONS -OR ANT DEVIATION FROM BRASING.SEE'BYT-'76-, (BRRCING YQOD TAUSSESZ ; t`/^~�. �v TC: LL. 16. 0 PSF-JORVG
DATE _1/03/B7
Gil OR ANY FRILURE TO BUILD THE TRUSS IN CONFORMANCE COMIMTRRY ANO RECD7MENDRTIONS-&TPI). SEE ! ~l
QUALITY CONTROL MRIX- Bf TPI _ RLPINE CONNECTORS THIS DESIGN FOR ADOITIONRL SPECIRL PEMR- ` ”' - TC DL 10. 0 PSF CRUSR427 87307001FRCIIAEOFROM YD GRUGE GALVANIZED STEEL UNLESS HENT BRRCINC REBUIREIENIS. UNLESS OTHERRVISE r rSNOYN� nEEi1NG i2DlIREMENTS ASTM RY9'o GRADE R_ SHOYN� TOP CHORD SHP, L BE LRM-1.LT BRFCEO w . -u tali BC. OL 55.. PSFCR-tN� � '1'NNECTORS TD BOTH FACES AT EACH .JOINTSNU LOCATE AS WITH FROPERLT RTTRCHEQ PLYY00G 5-HERINING, Oxy -3,-an "TOT.LD� 31 0 PSFFDSR 'LEN. 7-11--14
RRING WIDTHS ARE V- NDMINFL UNLESS OTHERWISE SOC N_ BOTTOM CHORD WITH RIGID CEILING 41-BRlETt18 r' j
TRNDARDS CONFORM PITH APP:ICABLE PRVISIONS: OF �3$.6PE9ri6NV!� 00 NOT USE THIS
-. - � , �,�. .,, OUR. FRC. 1.25 PITCH -B-.- D/12
►TPI IPCTT'_ DESIGN U1114 FIRE RETARDRNT TRERTEI LUMBO.. 7�Ur w_MONO
-TPI - TRUSS PLATE INSTITUTE, NOS - .-ATIONAL DESIGN' SPECIFICATION FrR YDOD CDNSTRUCTIDN r� � �� SPACING 24. Q TYPE I MONO -
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