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508: DAVIS•-WOODFIELD
THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR.
TOP CHORD 2X6 SO. PINE s1 KD 15%
BOT CHORD 2X4 SO. PINE •1 KD 15%
WEBS 2X4 SO. PINE t2 KD 15%
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. -
PLATE MONITOR USED.
THIS END OF TRUSS MUST NOT BE EXPOSED TO WIND PRESSURE.
0-6-12
T
20-8-0
GX7
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S
TRUSS LAYOUT.
PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE
INVENTORY.
REFER TO DRAWINGS A103 AND AIE'4R FOR OVERHANG DETAILS.
20-8-0
R-8429 W- 3.50"
10-6-12 1 10-9-4
4X4
1� 41-4-0
'LATE TYPE --ALPINE SEON-- 16226 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR
ScFu - 0.1975
DESIGN CRIT
REF F RI --0572
LL
TC OL
BC OL
TOT. LO.
20.0 PSF
10.0 PSF
10.0 PSF
40.0 PSF
+�I(1PORTRNT+} lNi�`IgTGs[ E ; TS `
XI
E REM CARE
WRRNING IML HwaLINc'REERECTIDN
FL -ENG
O C� O
1
OEVIATION FROM T1ESE SKCIFICRIIONG DI ANT DEVIATION FROM
PAC
SA CING.SEE-UT-7G-,(BRACING NDCD TRVSSES:
C� o C= O
iNIS 061074 DR 40 FAILLE 10 BUILD THE TRUSS IN CDNFOR NW E
C R!"TART AND RECDTENDATlows •- TP 11. SEE
C� C� c� o
WITH THE-OUl11T CONTROL MHNUNL- BY TPI, ALPINE CON(ECTDRD
THIS DESIGN FOR ADDITIONAL SPECIAL FERI1A-
t� O O
ARE fFWRCTIRU FROM ?0 GAUGE GALVANIZED STEEL 11LESS
WENT BRACING REDUIREMENTS, UNLESG DTHERVISE
IN
n LPIN o
DTWRN/SE SAN, MEETING RECUIRCRENTS DF WR P446 DR1�DE M.
SHOWN, TDP CHORD �I. BE LRTFRALLf BRACED
p
=,,A
W7Lf CDMECTTIR7 TO BOTH FACES AT EACH .AIN1 FM LOCATE A;
417H PROPCIL,T RTTKHEO RfNDOO WRIMING,
o TRUSS
OEHDYN eENAI YOIS01 u WD" WVDIIHR4LL�LOTPWEif 1911006 RWISE SHOWN.
OF
05 SPECIFIED ED ON ORE1SIC*, CEILINGINr
OWENOTT LMSE OR THIS
-
4NDG•97. RO •r.141 TR PCI -40.
DESIGN 011H FIRE REIRNOANT TREATED LUMBER.
-•.TPI - tRt1SC PlntE INSttit)•E. MOS - Wftr•,r11 DESIGN
5PECtFiCPTIGN FDA WOOD CDNSTRUC1Id
i0-8-12
T
R-9339 W- 3.50-
REY 12.2.0
ScFu - 0.1975
DESIGN CRIT
REF F RI --0572
LL
TC OL
BC OL
TOT. LO.
20.0 PSF
10.0 PSF
10.0 PSF
40.0 PSF
DATE 09/22196
DRVG FLUSERI 88265001
FL -ENG
0/A LEN. 21-7-6
SPACING 24.0' (TYPE SPEC--