final layout - c:usersdwoodydesktop18041804 a …...v6 v2v4 v6a v4a v2a v6a v4a a10 a11 a12 a13 a14...
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AA
AA
AA
AA
LG1
LG2
A1
A2
A3
A4
A5
A6
A7
HJ10
HJ10A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1A
CJ3A
CJ5ACJ1
CJ3
CJ5
B1
B2
B3
HJ7HJ7
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
C1
HJ7
HJ7
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
D1
HJ10 HJ10
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
E1
HJ4
HJ4
EJ3
CJ1
CJ1
EJ3
CJ1
CJ1
A15
A14
A13
A12
A11
A10
V4A
V6A
V2A
V4A
V6A
V2
V4
V6
E2(2)
EJ5(6)
EJ5(3)
B4(2)
A8(6)
EJ7(9)EJ7A(5)
D2(2)
EJ7(2)
C3(4)
C2(2)
60-00-00
8-08-00
1-04-00
70-00-00
4-00-00
56-00-00
10-00-00
70-00-00
13-04-00 6-08-00 20-00-00
40-00-00
16-00-00 24-00-00
40-00-00
6-08-00
3-00-00
5-00-00
1-04-00
5-00-00
1-04-00
8-00
7-00-00
1-00-00
7-00-00
MODEL
G
THA422
8
1550
SIMPSON CONNECTOR SCHEDULE
J
1415 / 2245
ACCESSORIES
B
4310 / 4680
0
M
1/2" NUTS
0
C
ID
0
UPLIFT
HTU26
SDS 1/4" x 3"
E
M
L
7460
MODEL
MODEL
BOLTS
0
4095
D0
E
H
3x8 NAIL ON PLATES
5230
K
0
SDS 1/4" x 6"
1/2" WASHERS
0
MODEL
QTY
MISCELLANEOUS
UPLIFT
0
1530 / 3485 E
0
HGUS26-2
HGUS28-3
HTU28-2 4310 / 4680 DD0 1530 / 3485
B3895 / 4680B0 1235 / 2140HTU28
7460 FF
HGUS28-3 3235
0 HGUS28-2
H
3235
0 H 7460
QTY
SCREWS
HTU26-2
C
2790
895
QTY
C
HGUS210-4
2 PLY TYP.
3x8 NAIL ON PLATES
3235
0
1/2" WASHERS
FLOOR TRUSS
HTU26-2
L
1 PLY TYP.
N
490A* A*895
HGUS26-2
B
0 LUS24
HTU28
ID
N/A
0
HHUS46
SDS 1/4" x 3"
A1250 / 1555
2155HGUS26-3
QTY
3200 / 3600
MODEL
QTY
H
ROOF
HGUS26-3
GHGUS28-2
MODEL
1/2" x 8" CARR. BOLTS
HTU28-2
0
1235 / 2140
MODEL QTY
JHGUS210-4
2155
N/A
THA426
F
2155
490
3200 / 3600
0
N/A
3600
A
5320
1415 / 2245
O
G
L
SYMBOL
0
A
MODEL
9100
QTY
5320
3600
LUS24
1250 / 1555
0
0
A*
BOLTS
7460
C
1515 / 2175
9100
HTU26-2
SEAT PLATES
J
HTU26
A*
D
3235
0
HHUS46
SYMBOL
SDS 1/4" x 4-1/2"
1/2" NUTS
1515 / 2175
FLOOR
QTY1/2" x 8" CARR. BOLTS
ROOF TRUSS
SDS 1/4" x 6"
SEAT PLATES
SPECIAL
SCREWS
FLOOR TRUSS
HTU26
0
O
G
3895 / 4680
E
FLOOR TYP.
ACCESSORIES
A
ROOF TRUSS
J
5230
2435 / 2245
A
F
2155
THAC422
C
4095
N
SDS 1/4" x 4-1/2"
13'-2" BEARING
9'-4" BEARING
Hatch Legend
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: 5/12
CEILING PITCH: 0/12
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER: --
TRUSS SPACING: 24"
BUILDING CODE: FRC2014
55
5
40
1.00
10
Caribbean Village
CITY: Venice
---
SCALE:
MODEL:
ADDRESS:
PLAN DATE:
SUBDIVISION:
JOB # :
1804 A RH
1/4"=1'-0"
DRAWN BY:
BUILDER:
DATE:
Master
PROJECT:
D. Allen
10/22/15
LOT / BLOCK:
.
---
01/30/13
DR. Horton
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6-08-00
A
A
A
A
A
A
A
A
C2
(2
)C
3(4
)
EJ7(2)
D2
(2
)
EJ7A(5) EJ7(9)
A8
(6
)B
4(2
)
EJ5(3)
EJ5(6)
E2
(2
)
V6
V4
V2
V6
A
V4
A
V2
A
V6
A
V4
A
A10
A11
A12
A13
A14
A15
CJ1
CJ1
EJ3
CJ1
CJ1
EJ3
H
J
4
H
J
4
E1
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
H
J
1
0
H
J
1
0
D1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
H
J
7
H
J
7
C1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
H
J
7
H
J
7
B3
B2
B1
CJ5
CJ3
CJ1
CJ5
A
CJ3
A
CJ1
A
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
H
J
1
0
A
H
J
1
0
A7
A6
A5
A4
A3
A2
A1
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