HomeMy WebLinkAboutTruss Placement Panco
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Total Truss Quantity = 72
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if V-4" 14!-0"
3W—B"
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PLUM
TYPICAL 7" SETBACK
CORNERSET LABEIJNG.
AND SPACING
SHINGLE
FILE COPY
Labeled End Mark
NOTE:
DO NOT Cur OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE BACK CHARGES
WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE
DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICk INC. Wn-293-9487
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND
ARCHITECTURALS SUPERCEDE THIS DOCUMENT.
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General Notes
1) H padll dnd hl�a M 4u,r ad M
be IMAM
(dn18n Eva tlr toP �� Dp��l Dd� V�
2) Al hZ" to11 NS7E I.ie. dha.l.
na
3) � .paft b 2♦' CA uim dlr�lw
4) Pr Imm we, rmMb BC9-9i
t>.mr I X-0rrip dpA be placid at o
nndman Roft PS OL wom ON Wm% b
b. lopodtl d o Inm3nm d 2C 68.0 .odl
d r.for BS 111 �oddmd b raft
ROOF LOADING SCHEDULE
TOLL = 20 PSF
BD L - 7 PSF
10 PSF
DURATION = 125 PSF
NAND SPD/TYPE= 180
ENCLOSED
BLDG EXPOSURE = C
USAGE= RESIDENTIAL CAT H
WIND IMPORTANCE FACTOR= 1
UPLIFTS BASED ON= 9.2 PSF
DESIGN CRITERIA
FEC 2020
TPI 2014
Tn,« member deli & oo meaorplatm
an:desi�d for AS�7—le ald msdm®
fb=sfiombothcomporcNs andcLlddings
and main wind force resisting systems.
• Tb= to—s have beenmieacd m eacry an
additional 10P psf=n<o —rdt0000 chord live
load.
FLOOR LOADING SCHEDULI
TOLL = PSF
TCDL = PSF
BCDL = PSF
TOTAL = PSF
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CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE G. N.V.
WINTER HAVEN FLORIDA 338M
PHEM (BOOR 959-BBOS
FA7a (863) 294-2488
BUILDER D.R. HOrMN STATEWIDE
PROJECT ®E
MODEL 182B/CAW4SBB
CCA PROJ/MODEL/ALT
7A5/ 1BUC.E/ 02
ALT DESC
OTC WE lD IR / l7 a R can. LAM
LOT 102 BLOCK Of
DESIGNER
PAGE
RFS
1
3 330 17
'# 334501L
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