HomeMy WebLinkAbout6510 - 6560 Windsor Lake Cir (truss)q
NOTE:
* SEE ENGINEERING
* FLOOR TRUSSES P
* FLAT GIRDERS ARE
UNIT #1
AMELIA
UNIT #1
AMELIA
:T #6 UNIT #E
_G❑ DIEGE
UNIT #2 UNIT #3 UNIT #4 UNIT #5 UNIT #6
B❑NITA CRISTINA CRISTINA B❑NITA DIEGO
W -W 991-e
UNIT #1
AMELIA
Y
U
TRUSS HEL
FOR PLYWC
_10
12
t0]G11
.D ON
A.F.F.
LABALED End Mark
ATTENTION!
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT HIB -91
30' Span or less Spr ad 60' Bpan
P
/ 60 de
ges
d or lere
ss
I 1/2 I I 2/3 to 1/2 I
Ta tine span approx, Ta Uner span approx.
REFER TO HIB -91
6,, Truss must be set this way if crane used,
Truss is an exampte, your truss may not match,
T I 0 N I n TRUSSES.
I C N I I N I C C TRUSS
I D n Insist crane operator sets truss this wa Y
77
General Notes)
1) All parallel chord trusses, flat trusses and flat
girders have the top chord partially painted green
to be installed green side up.
All hangers to be Simpson HUS26 unless otherwise
2) noted.
All truss spacing is 24" O.C. unless otherwise
6) noted.
Per Truss Plate Institute HIB -91 recommendation
4) permanent X—bracing should be placed at a
maximum spacing 15' O.C. across the span, to
be repeated at a maximum of 20' between each
X—brace throughout the structure.
Please refer to HIB -91 for any additional bracing
details.
ROOF LOADING SCHEDUL
TCLL = 20 PSF
TCDL - 7 PSF
BCDL - 10 PSF
TOTAL = 37 PSF
DURATION = 1..25
WIND SPD /TYP-7E 120 ENCLOSED
BLDG EXPOSURE -C
USAGE= RESIDENTIAL CAT: I1
WIND IMPORTANCE FACT
UPLIFTS BASED 019.2 PSF
DESIGN CRITERIA
FBC 20"10
TPI 2007
Truss member design & connector plates
are designed for ASCE 7-10 and maximum forces fiom
both components and claddings
and main wind force resisting systems.
* These trusses have been reviewed to carry an
additional 10# psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDUL
TCLL = 40 PSF
TCDL = 10 PSF
BCDL = 5 PSF
TOTAL = 55 PSF
E
CTIONS ��ND ONLIF'fWN 0� B'NCIVC6'hINC.
L 81 _ G,9
17' - 8'
_
18-4
[t + + ++] 8,_8>,
++++++++*
BUILDER: DR HORTON
PROJECT: WINDSOR LAKE
MODEL: 6 UNIT BLDG
CCA PROD/MODEL/ALT
QX2/6U
ALT DESC: FLOOR
OTC:
LOT: 170 BLOCK:165
Y� ���i� e���ia���r • r
CARPENTER
CONTRACTORS
OF AMERICA
3900 AVENUE
G, N. W.
WINTER
HAVEN FLORIDA 33880
PHONE:
( 800) 959-8806
FAX:
( 863) 894-2488
BUILDER: DR HORTON
PROJECT: WINDSOR LAKE
MODEL: 6 UNIT BLDG
CCA PROD/MODEL/ALT
QX2/6U
ALT DESC: FLOOR
OTC:
LOT: 170 BLOCK:165
Y� ���i� e���ia���r • r
UNl I 1 Cl
UNIT #1 B❑NITA
AMELIA
UNIT #1
AMELIA
UNIT #2
B❑NITA
UNIT #3
CRISTINA
C
PLUM
UNIT #3
CRISTINA
ur\i3 I iINH UNIT #2
B❑NITA UNIT #1
AMELIA
UNIT #2
B❑NITA
UNIT #1
AMELIA
UNIT #1
22'-0" 22'-0" 22'-0" 22'-0" 22'-4"
UNIT #3
UNIT #3
Ir
22'-0" 21'-4" 21'-4"21'-4" 21'-4" 8" 22'-0"
AMELIA
B❑NITA
7'-0" 14'-0" 1'-0
16'-0" 1 - � 1'-i"
4" 20'-0" 1'-
" -0" 20'-0" 4"
'-1" 1 _g�• 16'-0'
PHONE:
- 14'-0" 7'-0"
FAX:
( 863) 294-2488
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elw 8'-0" FLAT CLG,
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8'-0" FLAT CLG. etw
4'-0" 4'-0" 4'-0" 4'-0"
4'-0" 4'-0" 4'-0" 4'-0"
el
1'-4
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TTOM OF MONOS ® 7'-0"
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4'-0" 4'-0'
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V-4»
22'-8"
22'-0" 8'-7" 13'-i"
13'-1" 8'-7" 22'-0"
22'-8"
132'-8"
UNIT #1
UNIT #2
UNIT #3
UNIT #3
UNIT #2
AMELIA
B❑NITA
CRISTINA
CRISTINA
B❑NITA
HANGER CHART
JL= HTU 26 (SIMPSON)
TRUSS QUANTffY
THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID 1N THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND
AD(�I_..IIT1--(-"TI ID AI C �1 1D1--0("1='F"lF_ TUIC 11(")r`I IKAF7NIT
UNIT #1
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HEED --1 /16" Z _ -- 2X4 LEGER BY OTHER
PLUMB CU"-
F� _ �-) v A
MONO ROOF @UNIT. #1
SIDE ENTRY
HINGLE ROOF
REFER TO EP
PACi< FOR
CONNECTION.
CJ5
0j CJ3
m �
CJ
c.)
I V 2'-0'•
TYPICAL 7SETBACK
CORNERSET LABELING
AND SPACING
LABALED End Mark
ATTENTION!
DON'T LIFT SINGLE TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK
CONSULT FIIB-91
30' Span r less Spread60 Baran
60 degrees
�. .� or less
I 1/2 I i__ 2/3 to 1/2 I
line I span approx, fa line span approx.
REFER TO HIB -91
Truss must Ile set w this way if crane used,
Truss is an example, your truss may not match.
Insist. crane operator sets truss this way,
General Notes
f2)�n
rallel chord trusses, flat trusses and flat
s have the top chord partially painted green
installed green side up.
ngers to be Simpson HUS26 unless otherwise
.
uss spacing is 24" O.C. unless otherwise
3) noted.
Per Truss Plate Institute HIB -91 recommendation
4) permanent X—bracing should be placed at a
maximum spacing 15' O.C. across the span, to
be repeated at a maximum of 20' between each
X—brace throughout the structure.
Please refer to HIB -91 for any additional bracing
details.
ROOF LOADING SCHEDUL
TCLL - 20 PSF
TCDL = 7 PSF
BCDL = 10 PSF
TOTAL = 37 PSF
DURATION = 1.25
WIND SPD/TYPE140
CLOSED
BLDG EXPOSURE =B
USA G E_ RESIDENTIAL CAT: II
WIND IMPORTANCE FACTGR
UPLIFTS BASED CSN 9.2 PSF
DESIGN CRITERIA
FBC 2010
TPI 2007
Truss member design & connector plates
are designed for ASCE 7-10 and maximum forces from
both components and claddings
and main wind force resisting systems.
* '.These trusses have been reviewed to carry an
additional 10# psf non -concurrent bottom chord live
load.
FLOOR LOADING SCHEDUL
TCL = NA PSF
TCDL = NA PSF
BCDL = NA PSF
TOTAL = NA PSF
ALL, REACTIONS -AND UPLIFTS
ARE SHOWN ON ENGINEERING.
WALL KEY
BUILDER: DR HORTON
PROJECT: WINDSOR LAKES
MODEL: 6 UNIT BLDG
CCA PROJ/MODEL/ALT
QX2/6U
ALT DESC: ROOF
OTC:
LOT: 170 BLOCK: 165
DESIGNER PAGE
ARZ
DATE: -p
03 02 10 t
LAN # SCALE
N141847 1/0
ARZ 2/24/2010 4:38 PM 134844.DWG
CARPENTER
CONTRACZORS
OF AMERICA
3900 AVENUE
G. N, W.
WINTER
HAVEN FLORIDA 33880
PHONE:
( 800) 959-8806
FAX:
( 863) 294-2488
BUILDER: DR HORTON
PROJECT: WINDSOR LAKES
MODEL: 6 UNIT BLDG
CCA PROJ/MODEL/ALT
QX2/6U
ALT DESC: ROOF
OTC:
LOT: 170 BLOCK: 165
DESIGNER PAGE
ARZ
DATE: -p
03 02 10 t
LAN # SCALE
N141847 1/0
ARZ 2/24/2010 4:38 PM 134844.DWG