HomeMy WebLinkAboutO'Quinn signed truss layoutr.k n , % A 9� e.
VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL
SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER
MAIN WIND FORCE RESISTING SYSTEMIC -C HYBRID WIND ASCE7-10
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY 11
WIND LOAD 160 MPH
WIND IMPORTANCE FACTOR 1.00
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD
NONCONCURRENT WITH ANY OTHER LIVE LOADS
4-0
12
5F—
11-0., �12
TYPICAL ROOF
END DETAft-
NUFAM
Tri,mi Drawing Must Be Approved And
Returned Before Fabrication 'Alill
Begin. For Your Protection Check All
Dl )ensions A
a nd Conditions Pr}or To
Approval Of Plan-
S."'33NATURE BELOW iNDICCATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By
CAUTIOW.I.
DO NOT ATTEMPT TO ERECT
TIO
TRUSSES WITHOUT REFERRING I "
THE ENGINEERING DRAWINGS AND
ESC I -BI SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. 60SHEATHING,
SHINGLES, ETC.)
ALL 11TERIOR BEARING WALLS
MUST BE IN PLACE PRIOR 11'0
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS F0TE FOLLOWING.
1) NUM111BER OF GIRDER PLIES AND
NAILIN(3, SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCIAB DETAILS (IF REQUIRED)
4) UPLI1 F -gr AND GRAVITY REACTIONS,
WARNING
Da charges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours AIT Investigation By
Builders First Source.
NO EXECPTIONS.
The Ger-eral Contractor Is Responsible
For A111 ('-`on Other Than Truss
to 'Truss,GaI,�4e Shear Wall, And
Co,,,nnecbons. Temporary mand
,g
Peranent Bracing, And Ceifirl A1 -1d
Roof Diaphragm Connections.
ROOF PITCH,,: 5112
CEILING PITCH: -
TOP (.';HORD SIZE: 2 X 4
B071"C-IN! CHORD SIZE: 2 X 4
OVERHANG LENGTH: -
END PLUMB
CANTILEVER.,, -
TRUSS S'ACI NG, 15 3/4"
BUILDING CODEFBC2017
[:--FEARING HEIGHT' SC HEDU(E77
Hatch Legend
12" RECESS
171-
10' - 0" A. F. F.
REISJ-D.ENC-E
ADDRESS:L
LOT I BLOCK:
SUBDIVISION:
CITY: FT, PIERCE
B
DRAWN Y: AV
— - -- -- — I
JOB #: 2436277
DATE: 9/22/2020 1 SCALE: NTS
I PLAN DATE: 1 2020 1
REVISIONS:
1.
2.
3.
rs
7-
4408 Airport Road
Plant C""ity, FL 33563
00 h ,, (51 ) 305-1300
Fax (8131305-1301
ROOF LOADING
FLOOR LOADING
1 Ct, L
20
PSF
TCLL:
P S 1C,
ilk
CM
10
PSF
P S'F
II'd
B D L,
'10
PS11�7
Ecr�,
PSF
TOT'AL
4 0
P St"
TOTAL, -
PSF
R A 10 N
1.25
DIJIRA'TON: -
4-0
12
5F—
11-0., �12
TYPICAL ROOF
END DETAft-
NUFAM
Tri,mi Drawing Must Be Approved And
Returned Before Fabrication 'Alill
Begin. For Your Protection Check All
Dl )ensions A
a nd Conditions Pr}or To
Approval Of Plan-
S."'33NATURE BELOW iNDICCATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By
CAUTIOW.I.
DO NOT ATTEMPT TO ERECT
TIO
TRUSSES WITHOUT REFERRING I "
THE ENGINEERING DRAWINGS AND
ESC I -BI SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. 60SHEATHING,
SHINGLES, ETC.)
ALL 11TERIOR BEARING WALLS
MUST BE IN PLACE PRIOR 11'0
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS F0TE FOLLOWING.
1) NUM111BER OF GIRDER PLIES AND
NAILIN(3, SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCIAB DETAILS (IF REQUIRED)
4) UPLI1 F -gr AND GRAVITY REACTIONS,
WARNING
Da charges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours AIT Investigation By
Builders First Source.
NO EXECPTIONS.
The Ger-eral Contractor Is Responsible
For A111 ('-`on Other Than Truss
to 'Truss,GaI,�4e Shear Wall, And
Co,,,nnecbons. Temporary mand
,g
Peranent Bracing, And Ceifirl A1 -1d
Roof Diaphragm Connections.
ROOF PITCH,,: 5112
CEILING PITCH: -
TOP (.';HORD SIZE: 2 X 4
B071"C-IN! CHORD SIZE: 2 X 4
OVERHANG LENGTH: -
END PLUMB
CANTILEVER.,, -
TRUSS S'ACI NG, 15 3/4"
BUILDING CODEFBC2017
[:--FEARING HEIGHT' SC HEDU(E77
Hatch Legend
12" RECESS
171-
10' - 0" A. F. F.
REISJ-D.ENC-E
ADDRESS:L
LOT I BLOCK:
SUBDIVISION:
CITY: FT, PIERCE
B
DRAWN Y: AV
— - -- -- — I
JOB #: 2436277
DATE: 9/22/2020 1 SCALE: NTS
I PLAN DATE: 1 2020 1
REVISIONS:
1.
2.
3.
rs
7-
4408 Airport Road
Plant C""ity, FL 33563
00 h ,, (51 ) 305-1300
Fax (8131305-1301