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TRANSCRIPT
12'-4" TRAY
11'-4" CEILING
11'-4"
CE
ILIN
G
11'-4"
CE
ILIN
G
11'-4" CEILING
10'-4" TRAY
10'-0" TRAY
10'-0" TRAY
OV
ER
HAN
GS
BY
BU
ILD
ER
24" RECESSED A/H
10'-4"
COFFERED
CLG
TILE ROOF COVERING
A1
A2
A3
A4
A5
A6
A7
HJ10A H
J10
CJ1
CJ3A
CJ5A
CJ1
CJ3A
CJ5A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
B1
B2
B3
HJ8
HJ8
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5C1
HJ6
HJ6
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
B4
B5
A16
E1
HJ4
CJ1
CJ1
HJ4
CJ1
CJ1
E2C3
C4
A15
A14
A13
A12
A8
V2
V4
V6
V7
V2
V4
V5
EJ7A(3) EJ7(11)
A9(4
)
C2(2
)
EJ3(3)
EJ4(3)EJ5(6)
A11(6
)A
10(2
)
70-00-00
10-00
59-10-00
9-04-00
70-00-00
21-02-00 5-10-00 13-00-00
40-00-00
15-04-00 24-08-00
40-00-00
5-06-00
1-06-00
7-00-00
4-06-00
2-02-00
1-06-00
2-08-00 10-00-00 2-08-00
2-08-00
11-00-00
2-04-00
7-00-00
6-08-00
4-02-00 6-00-00 4-10-00 12-08-00 12-04-00
6-08-00
15-00-00
1-06-00
9-02-00
10-00
5-06-00
5-06-00
3-00-00
12-08-006-06-0020-10-00
6-00-00
6-02-00 8-00-00 2-04-00
1-04-00
12-04-00
3-04-00
12'-4" BEARING
14'-0" 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
SPECIAL
FLOOR TRUSS
0
THAC422F
2155
SCREWS
FLOOR TYP.
P
ACCESSORIES
E
4680
SDS 1/4" x 6"
SEAT PLATES
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
25
55
20
1.25
10
2.
REVISIONS:
4.
3.
1.Add AHU Recess (extend BearingWall), Add Second Coffer ceiling inFoyer 11/04/15
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
---
CITY: ---
---
SCALE:
MODEL:
ADDRESS:
PLAN DATE:
SUBDIVISION:
JOB # :
1983 - Elev C LH
1/4"=1'-0"Arch D
DRAWN BY:
BUILDER:
DATE:
MASTER
PROJECT:
D. Allen
12/23/15
LOT / BLOCK:
1983 C
---
10/28/14
DR. Horton
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