DROP GABLE DROP GABLE
STRUCTURAL
FASCIA
CANTELIV
ER
EXPOSED TO WIND
9'-4' FLATCEILING
U:2254 U:2254
9'-4' FLATCEILING
9'-4' FLATCEILING
9'-4' FLATCEILING
9'-4' FLATCEILING
9'-4' FLATCEILING
9'-4' FLATCEILING
9'-4' FLATCEILING
EXPOSED TO WIND
U:1125
U:1111
U:1103
U:1076
U:1043
U:1027
U:1061
U:1095
U:1056
U:1053
U:1052
U:1125
U:1111
U:1103
U:1076
U:1043
U:1027
U:1061
U:1095
U:1056
U:1066
U:1096
U:1118
U:1310
U:1173 U:1173
U:1133
U:1225
A*
A*
D1
HJ10 HJ1
0
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
D2
A16
A15
A14
A13
A12
A11
HJ10 HJ1
0
EJ7
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7
EJ7
EJ7
EJ7
EJ7A
EJ7A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7A
A10
A10
A10
A10
A9
A8
B1
HJ1
0 HJ10EJ7
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
B2
B3
B4
B5
A3
A4
A5
A6
C1
C2
C3
C4
HJ3
CJ1
EJ3
EJ3
EJ3
A1
HJ5
HJ5
EJ5
CJ1
CJ3
CJ1
CJ3
EJ5
CJ1
CJ3
CJ1
CJ3
EJ5
A2
A2
EJ3
EJ3
M2
M1
CJ1
V6
V10
V14
V2
V3
V2
V3
10-00-00
9-00-00
45-00-00
10-00-00
64-00-00
12-08-00 5-04-00 20-00-00
38-00-00
8-00-00 16-00-00 14-00-00
38-00-00
56-00-00
2-00-00
1-06-08
2-00-00
2-00-00
1-05-08
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
2-00-00
2-00-00
2-00-00
2-00-00
7-00-00
7-00-00
2-00-00
1-00-00
7-00-00
2-00-00
1-10-08
2-00-00
2-00-00
2-00-00
2-00-00
3-00-00
6-08-00
1-04-00
11-00-00
9-00-00
Hatch Legend
9'-4" BRG. HT.
8'-0" BRG. HT.
ALL LANAI'S AND ENTRIES AREDESIGNED "PARTIALLY ENCLOSED"
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. Temporay and
Permanent Bracing, And Ceiling AndRoof Diaphram Connections.
HARDWARE
FLOORNONE
BEARING HEIGHT SCHEDULE
516 6th Ave. EastBradenton, FL 34208Ph. (941) 746-2161Fax (941)
306-4762
REVISIONS:
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_______
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
NOTED 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 PLANTTruss Technician
ProBuild East
11212
ProBuild East
TTT Level III
TM
MIKE DAVIS
ROOF
LUS24 = 2
TOP CHORD: 2x4
OVERHANG:
SQ. OR PLB. CUT:
5/12ROOF PITCH:
1'-4"
PLUMB
BUILDER:
DR HORTON
COUNTY: .
DRAWN BY: DAN WOODY
ENG BY: DAN WOODY
SUB: .
MODEL:1554 B RH
ADDRESS: .
SCALE: 1/4" = 1'
LOT: .
JOB#1554 B RH
DATE: 09/17/15
PROJECT:MASTER
ROOF LOADING
TCLL: 20 PSFTCDL: 20 PSFBCDL: 10 PSFTOTAL: 50 PSFDURATION: 1.255
PSF TCDL + 5 PSF BCDLUSED TO RESIST UPLIFT
FLOOR LOADING
TCLL: 40 PSFTCDL: 10 PSFBCDL: 5 PSFTOTAL: 55 PSFDURATION:
1.00SPACING: 16" O.C.DEPTH: 24" DEEP
MWFRS(Directional)/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
CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS
![jeep cj5 manual de instrucoes 1958 [jipenet]](https://img.pdfslide.net/doc/110x75/5571f31d49795947648d86b2/jeep-cj5-manual-de-instrucoes-1958-jipenet.jpg)
