probuild-d - c:usersdwoodydesktopdr horton masters 8 8 m 8 ... lo… · q07 q05 1 a c1 c3 cj5 ej7d...
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10'-0" CEILINGEXPOSED TO WIND
EXPOSED TO WIND
11'-0" CEILING
11'-0" CEILING
STEPOVERAHU
U:1052
U:1658
U:1361
U:1557
U:1557
LOADED FOR HEADERNON BEARING HEADER
LOADEDFORHEADER
NONBEARINGHEADER
STAIR OPENING
9'-4"CEILINGHT.
9'-4"CEILINGHT.
9'-4" CEILING HT.
9'-4"CEILINGHT.
9'-4"CEILINGHT.
10'-4
"TR
AY
CEILIN
GHT.
10'-0"" CEILING HT.
EXPOSEDTOWIND
10'-0"" CEILING HT.
10'-0"" CEILING HT.
10'-0"" CEILING HT.
10'-0"" CEILING HT.
11'-0"" CEILING HT.
U:1577
U:1200
U:1200
U:1200
U:1200
U:1200
U:1200
U:1200
U:1200
U:1200
U:1200
U:1200
U:1200
U:1200
U:1200
U:1121
U:1016
U:1180
U:1779
U:1335
U:1959
SS
SS
SS
C
P
AA
A
CA A A
A*
A*
A*
A*
AA
AA
C
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LEDGER BY BUILDER
LEDGER BY BUILDER
FT1FT2
FT2A
FT2A
FT2A
FT2A
FT2A
FT2A
FT2A
FT3
FT3
FT3
FT3
FT3
FT4
FT5
A01A
A02A
A03A
A04A
H7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7
C1
C3
EJ7C
C1
C3
C5B
B04
B03
B02
H7
EJ7
C1
C3
EJ7B
C1
C3
C5A
EJ7
CJ6A
C04
H3
C1
C3
E3
E3
E3
H3
C1
C3
E3
E3
E3
E3
C1
C3
C1
C3
C02
C01
FG1
C03
H5
C3A
C3A
E3A
E3A
E3A
E3A
H5
E3A
E3A
E3A
B01
A20
D03
D02
D01
H9
C1
C3
C5
C1
C3
C5
EJ7
EJ7
EJ7
EJ7
A19
A18
A17
A16
A15
A13
A13
A13
A13
E3A
K01
K02
K03
K04
H7
H7
EJ7
EJ7
EJ7
EJ7
EJ7
C1
C3
EJ7B
C1
C3
C5A
EJ7
EJ7
EJ7
EJ7
EJ7
C1
C3
EJ7B
C1
C3
C5A
EJ7
FG2
FG3
L01
L02
L01
P01
P01
P01
P01
P01
P01
P02
P03
P04
R02 H
J8AHJ8
B
EJ5
EJ5
C1
C3
C1
C3
EJ5
EJ5
C1
C3
C1
C3
EJ5
Q07
Q05
HJ1
0A
EJ7D
EJ7D
C1
C3
CJ5
C1
C3
CJ5A
EJ7
EJ7D
EJ7D
EJ7
EJ7
Q06
Q04
HJ10B
HJ1
0B
EJ7F
EJ7F
C1
C3
CJ5A
C1
C3
CJ5A
EJ7F
EJ7F
C1
C3
CJ5A
C1
C3
CJ5A
EJ7F
Q03
Q03
Q03
Q02
Q01
Q01
Q01
R01
FM1
V3
V5
V3
V5
V3
V5
10-08-00
10-08-00
18-08-00
10-00-00
50-00-00
8-00 3-00-00
69-00-00
2-00-00
71-00-00
2-00-00
8-04-00
4-05-00
12-06-00
14-08-00
2-00-00
11-10-00 2-00-00
14-04-00
2-00-00
2-00-00
2-00-00
1-05-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-00-00
5-04-00
1-00-00
3-11-00
1-00-00
1-02-08
1-02-08
39-04-00
52-05-00
2-00-00
3-09-13
5-09-08
5-09-08
2-00-00
2-00-00
2-00-00
2-00-00
1-02-08
6-00-00
6-00-00
2-00-00
10-02-00
2-00-00
14-08-00
2-00-00
4-06-00
19-00-00
35-08-00
8-00-00
31-00-00
30-10-0024-02-0020-04-00
1-02-08
75-04-00
4-10-00
3-04-00
2-00-00
2-00-00
11-15
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
12-01-08
5-09-08
2-00-00
2-00-00
2-00-00
2-01-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-10-08
1-05-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
5-09-08
1-03-08
19-00-00
1-02-08
1-02-08
1-02-08
1-02-04
1-02-08
3-09-08
4-10-00
5-09-08
2-00-00
1-02-08
19-04-00
1-00-08
3-09-08
1-02-08
24-02-00
1-02-08
19-04-00
1-02-08
1-02-08
31-00-00
1-02-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-05-00
2-00-00
2-00-00
2-00-00
2-00-00
5-09-08
5-09-08
2-00-00
14-04-00
16-08-00
9-08
2-00-00
2-00-00
1-00-00
2-00-00
1-02-08
14-03-00
3-04-00
36-07-08
50-00-00
(1) PLY FLR. TRUSSCORNER HIP
HGUS28-3
960
0
G
0
0
9100
0
765
HTU28
0
2385O
Q
N/A R
HGUS210-4
D
B
ROOF AND FLOOR TRUSS HANGER SCHEDULE
F
THJA26
0
SUR210
2435
H
HGUS26-2
HTU26
0
0
LUS24
2680
I
0
R
HGUS26-3, HGUS28-3HGUS28-4 SIMILAR
0
7460
3235
CORNER HIP
M
HTU26, HTU28 HHUS46
(3) PLY
N
1250
3410
2155
0
C
P
2980
HTU26-2
865
C
1
3235
0
4
765
0
N
G
1
HJC26
865
0
N/A
0
4310 / 4680
0
L
M
1760
HGUS26-3
L 1250
K
3600
Q
2790
ID
1550
9100
490
1855
1840
0
I
0
1440
0
2940
2940
N/A
1055
0
(1) PLY
A
E
0
1250 / 1555
QTY/RF
1530 / 3485
0
A*
1855
1440
SYMBOL
2155
SUL26
P
THA422, THA426THAC422 SIMILARHJC26
3820
A
HHUS46
0
0
6
THA422
5320
NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
895 A*
QTY/FL UPLIFT
B
S
1760
5230
(1) PLY
3265
1515 / 2175
D
J
2435
(1) PLY FLR. TRUSS
0
(2) PLY
3
SUL210
MODEL
HTU28-2
FLOOR
2245
1235 / 2140
SUR26
LUS24
3820
S
4355
0
2245
O
7460
4355
7460
4095
2245
3895 / 4680
10
HTU26-2, HTU28-2HGUS26-2, HGUS28-2
725
J
THA426
E
0
N/A
THJA26
THAC422
1055
0
2245
H
F
0
0
ROOF
3200 / 3600
1855
HGUS28-2 7460
K
Hatch Legend
14'-0" BEARING
10'-0" BEARING
21'-4" BEARING
TILE ROOF COVERING
24" DEEP FLOORTRUSS 24" O.C.
REVISIONS
No. DATE NOTES BY
CAUTION!!!
DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY PROBUILD.NO EXECPTIONS.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.
6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319
IMPORTANT
This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your Protection
Check All Dimensions And Conditions Prior ToApproval Of Plan.
SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.
By _________________________Date___________
NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.
CERTIFIED PLANT
Truss Technician
ProBuild East
11212
ProBuild East
TTT Level III
TM
MIKE DAVIS
DATE DRAWN 3/7/2016
DATE PRINTED 3/7/2016
MASTERJOB No.
WIND LOAD 160 MPH
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY II
IMPORTANCE FACTOR 1.0
WIND DURATION FACTOR 1.60
OPENING CONDITIONS ENCLOSED
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS
DESIGN CODE FBC2014/TPI2007
WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10
TRUSS LOADING FLOOR
TCLL 40 PSF
TCDL 10 PSF
BCLL 0 PSF
BCDL 5 PSF
TOTAL 55 PSF
DURATION 1.25
TCDL / TO RESIST UPLIFT 5 PSF
BCDL / TO RESIST UPLIFT 5 PSF
TRUSS LOADING
ROOF PITCH 5/12
CEILING PITCH FLAT
TOP CHORD SIZE 2 x 4 MIN.
BOTTOM CHORD SIZE 2 x 4 MIN.
OVERHANG LENGTH N/A
CANTILEVER 1' 2 1/2"
END CUT PLUMB
FLOOR TRUSS SPACING 24"
ROOF TRUSS SPACING 24"
ROOF PITCH
BUILDER DR Horton
PROJECT 3148 M RH
MODEL 3148 M
ADDRESS --
CITY, STATE --, FL.
LOT --
COUNTY --
DRAWN BY D.W.
ENG. BY D.W.
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A02A
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C1
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H
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B
C1
C3
C5A
EJ7
CJ6
A
C04
H
3
C1
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E3
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H
3
C1
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E3
E3
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C1
C3
C1
C3
C02
C01
FG
1
C03
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C3
A
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E3
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E3
A
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E3
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B01
A20
D0
3
D0
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1
H
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C1
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C5
C1
C3
C5
EJ7
EJ7
EJ7
EJ7
A19
A18
A17
A16
A15
A13
A13
A13
A13
E3
A
K01
K02
K03
K04
H
7
H
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EJ7
EJ7
EJ7
EJ7
EJ7
C1
C3
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B
C1
C3
C5A
EJ7
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EJ7
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B
C1
C3
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EJ7
FG
2
FG3
L01
L02
L01
P01
P01
P01
P01
P01
P01
P02
P03
P04
FM1
V3
V5
V3
V5
S S S S S S
C
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A*
A*
A*
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R02
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C1
C3
C1
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C1
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Q0
7
Q0
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H
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1
0
A
EJ7D
EJ7D
C1
C3
CJ5
C1
C3
CJ5
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EJ7
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Q0
6
Q0
4
H
J
1
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B
H
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1
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EJ7F
EJ7F
C1
C3
CJ5A
C1
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CJ5
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EJ7F
EJ7F
C1
C3
CJ5A
C1
C3
CJ5
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Q0
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Q0
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Q0
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