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DATE
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Total Truss Quantity = 136.
TH S
,SA
PLAN. ITS INTENDED TO AID W THE INSTALLATION OF
TRUSS DRAIMNGS AND
LaboW End MoY
ATTENTION!
o�rwr
LFT
rrtTtsann<m�T � fere
A b. N.. CO�ULT Itfl -N q Y
~' REFE !�
TYPICAL 7' SETBACK Ts s oast be
ms CORNERSET LABELING ibk,6st cnm
AND SPACING
a-727
enera
1) M pmW dwd tn, Ibl I— wd I«
VMWS law Ibe lip dwd poTb* P- W r—
b be ialodad yews tido -
M horgme b M S+ttpem NTU26 wim oUMt.iM
2) t IS&
9) hm ipwiq b N' O.C. tedm oura.ei
Pw Toni Pole eM6TrAe KS -B1 rii- drat n
4) ptattvr 1 X-brwiq timid be pbmd of o
na+itaen spxkq 15' OG ca=m the ipm. to
be repmtee d o rme— d 20' W— -h
X-Wba Ihou�wd ITr tdmdter.
PYmo tole b BC9-81 Iw w9 od611onpl Woci q
detalL
ROOF LOADING SCHEDULE
TCLL PSF
TCDL = 70 PSF
BCDL = 10 PSF
TOTA3?
DURATION 1.25 XSF
NAND SPD/TYPE= 120
CLOSED
BLDG EXPOSURE = C
USAGE - RESIDENTIAL CAT 11
NAND IMPORTANCE FACTOR= I
UPLIFTS BASED ON= 9.2 PSF
DESIGN CRITERIA
FBC 2007
TPI 2002
Truss member design &connector plates
are designed for ASCE 7 -OS and maximum forces from
both components and claddings
and tomo wind force resisnng systems.
• These mosses have been reviewed to tarty an
additional 10p psf nonconcurtent bottom chord l—
load.
FLOOR LOADING SCHEDUL
TCLL = PSF
TCDL = PSF
BCDL = PSF
TOTAL PSF
ALL REACTIONS AND UPUM
ARE SHOWN ON ENGINEERING.
WALL KEY
017'7"14
®8'
PDESCRIPTION INIT. DATE
Demon tow TA vvma
LOAD/ DESCRIPTION INIT. DATE
re. tre ti rT. we.
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE G. N. V.
WINTER HAVEN FLORIDA 33880
PHTE: C800> 959-8806
FAX (8631 29d-2488
BUILDER DR HORTON
PROJECT WINDSOR LAKES
MODEL 4 UNIT BLDG
CCA PROJ/MODEL/ALT
MJ2/4U (ROOF)
ALT DESC
OTC
LOT BLOCK
S 3
DESI NERPAGE
ARZ
1
DATE
03/02/10
LANA
S 1
143434
4 "=1'
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