HomeMy WebLinkAbout6110 - 6140 Windsor Lake Cir 12-2500 thru 12-2497 (truss)1 , {
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PLUMB C
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22'-8" i 8'-8" 13'-4"
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UNIT #1 UNIT .#2
DIEGO B❑NITA
NOTE:
• SEE TRUSS ENGINEERING FOR FLOOR STR❑NGBACK.AND CHASE L❑CATI❑N.
• FLOOR TRUSSES ARE HELD IN 3/4' -FOR PLYWOOD.
11 13'-4" I. 8'-B'' I1 22'-8"
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TRUSS HEIR BACRJ
FOR PL
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X3/4" SUBFLOOR
WALL HT, BASED ON
8'-0" A,F,F,
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03/03/10
LAN(j N143433
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Labeled End Mark
ATTENTION!
sowTM eosrwa, sT�,we `�"'"s
� a n
mdILT east -el'
a� m
REFER TO BCSI-Bl�
ruse rust be set this .ay iF crone used
ass is an exude, ydlf truss clay rot latch
Isist Crane operator Sets truss this my.
General Notes
1) N porobd,chord lmaes. Hal wan and flat
.ry'Nms, bar's
the lop chord parlioay pointed grew
to be wlaned green' side up.
N hmgms to be &-peon HTU26 unless clhereix
2) noted.
N truss spoceq is 24. O.C. unless otherwise
3) noted.
Per Tam Plola h -tit to OM -81 econamendation
4). pemananl X-Wvcirg should be placed at a
m- .- spacing 15` 0.11 across -the span, to
be repealed at a maximum of A' between each
X -brow WWOml the structure.
Pleas rater to BCSI-Bl for any additional Haig
ROOF LOADING SCHEDULE
TCLL = 20 PSF
BCLL = e PSF
BCDL = 10 PSF
TOTAL = 37 PSF
DURATION = ,.1.25 %
NAND SPD/TYPE= 140
CLOSED
BLDG EXPOSURE = B
USAGE = RESIDENTIAL CAT II
WIND IMPORTANCE FACTOR= -1
UPLIFTS BASED ON= 6 PSF
DESIGN CRITERIA
FBC 2010
TPI 2007
Truss member design& connector plates,
aredesigned for ASCE 7-10 and maximum forces foom
both compontsneandcladdings-
and main wind force resisting systems.
" These teases have been -ed to cariy an
additional 10# Psf non -concurrent bottom chord I-
load.
FLOOR LOADING SCHEDUL
TCLL= 40 PSF
TCDL = 10 PSF
BCDL =-5 PSF
TOTAL = 55 PSF
ALL REACTIONS AND UPLIFTS
ARE SHOWN ON ENGINEERING.
WALL -KEY
0 8'
® 17'8" -( 8'8"
18'4"
`CARPENTER
CONTRACTORS
-OF AMERICA
3900 AVENUE G. N. V. -
WINTER HAVEN FLORIDA 33880
PHONE;(800) 959-8806
FAX: -(863) 294-2488
'BUILDER DR.HORTON-
PROJECT WINDSOR LAKE
MODEL 4 UNIT BLDG
CCA PROJ/MODEL/ALT
QX2/4U (FLOOR)
ALT DESC
DTC sQ
LOT C7 O BLOCK I C�
DESIGNER
PAGE
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DATE
03/03/10
LAN(j N143433
SCALE
8'r