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ab:(1892221 HILL JOB / T-1 SCISSOR THIS DWG, PREPARED FROM COMPUTER INPUT (LORDS L DIMENSIONS)SUBMITTED BY TRUSS•MFR.
fOP CHORD 2x4 SP 2700E-2.2E J21 TS 2x4 SPF 210OP-1..BE: 80 MPH WIND 35.00 FT MEAN HGT, AKE 7-93, CLOSED BLDG LOCATED ANYWHERE IN N
IOT CHORD 20 SP 270OF-2.2E ROOF, 100 Mf FROM COAST, CAT I, EXP C, WINO,TC OL-5.0 hF, WIND BC OL-5.0 PSF.
WEBS 2x4 SPF Stud :W4 2x4 SPF #02: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
XCULATED HORIZONTAL DEFLECTION IS 0.4G" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD =
.OAD. DEFLECTION MEET$ L/240 LIVE AND L/180 TOTAL LOAD.
SLATES SIZED FOR A MINIMUM OF 2.40 50.IN,/PIECE, CALCULATED VERTICAL DEFLECTION 15 0.78" DUE TO LIVE LORD AND 0.25" DUE TO DEAD
LOAD AT X - 14-0-0. w
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This is a preliminary drawing that can be used TC LL 60.0 PSF REF o
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only For trusses Fabricated 6y S.R. Sloon,Ino- TC OL 10.0 PSF DATE 05-02-2003
It reppresents Icad1ngspun and p1tohS,R. Sloon,Inc. reserves the right ,to adjust BC OL 10.0 PSF ORWG INC materials and design at the time of production,. 0.0 PSF SL
The structural integrity will not be
]OF & FLOOR TRUSSES- CUSTOM STAIRS & STAIR PARTS compromised. Sealed drowings will be TOT.LO. 80.0 PSF O/A LEN. 28
NEG:HARTFORD, NY - ORWIGSBURG, PA Furnished upon request. OUR.FAC. 1.15
3amm TUMPRO P.a.Saw Sa Nsu Nartfard,NY 13413 54 i 5
Lena-ass-7562 (31s)73 IMS Fox (315)M-5315 SPACING 24.0" TYPE �,
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