final layout - o:seplantcityjobsquotesmasters1 new ... lo… · final layout -...
TRANSCRIPT
10'-4" Tray
10'-4" Tray
10'-4" Tray
10'-4" Tray
10'-4" Tray
10'-4" Tray
expose to wind
expose to windA01
A02
A03
A04
A05
A06
A07
A08
HJ1
0A
HJ10
CJ1
CJ3
CJ5A
CJ1
CJ3
CJ5A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
B01
B02
B03
A18
A17
A16
A15
A14
A13
A11
A11
A09
A11
A11
B04
B05
B06
B07
HJ10
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
HJ1
0
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
D01
D03
HJ7
CJ1
CJ3
CJ1
CJ3
HJ7
CJ1
CJ3
CJ1
CJ3
EJ5
EJ5
D04
EJ5
EJ7A(4)EJ7(12)
EJ7(7)
EJ7(3)
A10(5)
A12(4)
A13(4)
D02(3)
5-09-08
11-00
5-09-08
4-08-005-00-005-04-00
2-08-0010-00-00
2-08-00
11-06-00
13-00-00 12-00-00
7-02-00
17-00-00
2-08-00 7-04-00 3-06-00 4-10-00
3-06-00
78-06-00
82-00-00
2-00-00
70-08-00
9-04-00
82-00-00
19-02-009-10-0011-00-00
19-00-0021-00-00
40-00-00
9-06-00
11-00-00
21-02-005-10-0013-00-00
5-09-08
1-06-08
14'-10" Bearing
9'-4" Bearing
Hatch Legend
UPLIFT
HGUS26-2
HGUS28-3
0E
BOLTS
MODEL
7460
MODEL
0 3485
E
0
4095
D
QTY
ACCESSORIES
4680
665
J
SDS 1/4" x 6"
0
MODEL
1/2" WASHERS
MISCELLANEOUS
SYMBOL
HHUS46
0
QTY
2175
C
ROOF TRUSS
1/2" x 8" CARR. BOLTS
FLOOR
2175
0
0
H
SDS 1/4" x 4-1/2"
1/2" NUTS
4355
3x8 NAIL ON PLATES
K
SCREWS
895
C
QTY
2790
HGUS210-4
C
QTY
3x8 NAIL ON PLATES
2 PLY TYP.
HTU26-2 L
HTU26-2
HGUS26-2
B
SPECIAL
1 PLY TYP.
N 535
ID
HTU28
0
THA422
G
HTU26
SIMPSON CONNECTOR SCHEDULE
UPLIFT
E
SDS 1/4" x 3"
1550
MODEL
B
0
0
M
ID
3235
1/2" WASHERS
FLOOR TRUSS
C
L
M
0
1/2" NUTS
0
QTY
H
QTY
2940
SDS 1/4" x 3"
A
L
SYMBOLMODEL
G
HGUS28-2
1/2" x 8" CARR. BOLTS
MODEL
0
2140
HTU28-2
MODEL
1555
HGUS26-3
HHUS46
0
2155
1855
QTY
2155
THA426
F
JHGUS210-4
490
2155
3600
1855
2940
0
3600
LUS24 1555A*
BOLTS
4355
O
A
G
3695
0
9100
QTY
0 5320
0
MODEL
A
A
45505230
A
ROOF TRUSS
SDS 1/4" x 4-1/2"
4095
C
N
J
7460
9100
SEAT PLATES
JHTU26-2
HTU26
A*
D
3235
G OHGUS26-3
ROOF
HTU26
HU26
FLOOR TRUSS
0
THAC422F
2155
SCREWS
FLOOR TYP.
P
ACCESSORIES
E
4680
SDS 1/4" x 6"
SEAT PLATES
1
CAUTION!!!
DO NOT ATTEMPT TO ERECTTRUSSES WITHOUT REFERRING TOTHE ENGINEERING DRAWINGS ANDBSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BEIN PLACE PRIOR TO LOADINGTRUSSES. (ie. SHEATHING,SHINGLES, ETC.)
ALL INTERIOR BEARING WALLSMUST BE IN PLACE PRIOR TOINSTALLING TRUSSES.
REFER TO FINAL ENGINEERINGSHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES ANDNAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBackcharges Will Not Be AcceptedRegardless of Fault Without PriorNotification By Customer Within 48
Hours And Investigation ByProBuild.
NO EXECPTIONS.
The General Contractor Is ResponsibleFor All Connections Other Than Truss
to Truss, Gable Shear Wall, AndConnections. Temporary and
Permanent Bracing, And Ceiling AndRoof Diaphragm Connections.
BEARING HEIGHT SCHEDULE
4408 Airport RoadPlant City, FL 33563Ph. (813) 305-1300Fax (813) 305-1301
IMPORTANT
This Drawing Must Be Approved AndReturned Before Fabrication Will
Begin. For Your Protection Check AllDimensions And Conditions Prior To
Approval Of Plan.SIGNATURE BELOW INDICATES ALLNOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By __________________Date_______
ROOF LOADING
TCLL:
TCDL:
BCDL:
TOTAL:
DURATION:
PSF
PSF
PSF
PSF
FLOOR LOADING
TCLL:
TCDL:
BCDL:
TOTAL:
DURATION:
PSF
PSF
PSF
PSF
VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVALSOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER
20
50
20
1.25
10
2.
REVISIONS:
4.
3.
1.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10ENCLOSEDEXPOSURE CATEGORY COCCUPANCY CATEGORY IIWIND LOAD 160 MPHWIND IMPORTANCE FACTOR 1.00TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOADNONCONCURRENT WITH ANY OTHER LIVE LOADS
ROOF PITCH: 6/12
CEILING PITCH: 0/12
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: ---
END CUT: Plumb
CANTILEVER: 14 1/2"
TRUSS SPACING: 24"
BUILDING CODE: FRC2014
55
5
40
1.00
10
Caribbean Village
CITY: Venice
---
SCALE:
MODEL:
ADDRESS:
PLAN DATE:
SUBDIVISION:
JOB # :
Elev C RH
1/4"=1'-0"
DRAWN BY:
BUILDER:
DATE:
Master
PROJECT:
D. Allen
09/16/14
LOT / BLOCK:
2431
---
03/12/14
DR. Horton
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
