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10'-0" CEILINGEXPOSED TO WIND
EXPOSED TO WINDCeiling 14'0"
11'-0" CEILING
11'-0" CEILING
STEP OVERAHU
U:1
483
U:1
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LOADED FOR HEADERNON BEARING HEADER
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10'-0"" CEILING HT.
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10'-0"" CEILING HT.
10'-0" CEILING HT.
10'-0"" CEILING HT.
11'-0" CEILING HT.
U:1
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U:1
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U:1
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U:1
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(2)2X LEDGER BY BUILDER
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FT1FT2
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FT2A
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EJ7
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L01
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P01
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P03
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HJ8B
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Q04
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A
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C1
C3
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A
C1
C3
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EJ7
F
Q03
Q03
Q03
Q02
Q01
Q01
Q01
R01
FM1
G01
H7C1
C3
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C1
C3
EJ7B
EJ7
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EJ7
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EJ7
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EJ7
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G02
A12
A11
A10
A09
A08
A07
A06
A05
T1T2T3T3T3T4
EJ7
G01
L
C5C
N01
N02
V3
V5
V3
V5
12-0
0-00
10-0
0-00
18-0
0-00
10-0
0-00
50-0
0-00
2-04-00
67-08-00
2-00
-00
77-08-00
10-08-00
12-0
6-00
14-08-00
2-00
-00
11-10-00 2-00-00
14-0
4-00
2-00
-00
2-00
-00
2-00
-00
1-00-00
5-04
-00
1-00-00
1-00
-00
1-02-08
52-0
5-00
2-00-00
3-09
-13
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
19-0
0-00
8-00-00
31-0
0-00
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
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
1-11
-08
5-09-08
1-05
-00
19-0
0-00
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
31-0
0-00
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
2-00-005-
09-0
85-
09-0
8
2-00-00
14-0
4-00
16-0
8-00
14-03-00
3-04
-00
50-0
0-00
8-00-00
5-00
-00
5-00
-00
7-09-08
5-09-08
32-00-006-00-00
19-0
4-00
3-04
-00
13-0
0-00
(1) PLY FLR. TRUSSCORNER HIP
HGUS28-3
960
0G
0
0
9100
0
765
HTU28
0
2385O
QN/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
N1250
3410
2155
0
C
P2980
HTU26-2
865
C
7
3235
0
6
765
0
N
G
2
HJC26
865
0
N/A
0
4310 / 4680
0
LM
1760
HGUS26-3
L 1250K
3600
Q2790
ID
1550
9100
490
1855
1840
0
I0
1440
02940
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
0
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 / 2175D
J
2435
(1) PLY FLR. TRUSS
0
(2) PLY
2
SUL210
MODEL
HTU28-2
FLOOR
2245
1235 / 2140
SUR26
LUS24
3820
S
4355
0
2245
O
7460
4355
74604095
2245
3895 / 468010
HTU26-2, HTU28-2HGUS26-2, HGUS28-2
725
J
THA426
E
0
N/A
THJA26
THAC422
1055
0
2245
H
F
00
ROOF
3200 / 3600
1855
HGUS28-2 7460
K
24" DEEP FLOORTRUSS 24" O.C.
(8) 3.5 SEAT PLATE
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.
4408 Airport Road, Plant City, FL 33563Ph. (813) 305-1300. Fax (813) 305-1301
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.
DATE DRAWN 7/13/2016DATE PRINTED 7/13/2016
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 ROOF
TCLL 20 PSF
TCDL 25 PSF
BCLL 0 PSF
BCDL 10 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 L LH
MODEL 3148 L
ADDRESS ---
CITY, STATE ---
LOT Master
COUNTY ---
DRAWN BY Ernesto Paiz
ENG. BY Ernesto Paiz
This
sign
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