HomeMy WebLinkAboutDRAWINGCAUTION!!!
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114
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MONSOON
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000
TRUSS END DETAIL
PLUMB CUT OVERHANG
3-15/16"
HEEL HEIGHT
12
4 P7
DRAWING / SUBMITTAL REVI
2,-0„ VIED❑ APPROVED AS NOTED
UE AND RESUBMIT ❑ REJECTED
WED FOR DESIGN CONFORMITYA
ONLY. -THE CONTRACTOR IS RESPONSIBLE FOR
CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE
FOR TOLERANCE, CLEARANCE, QUANTITIES. FABRICATION
PROCESSES AND TECHNIQUES OF CONSTRUCTION,
COOR NATI N O HIS WORK WITH OTHER TRADES AND
FU M C TH CONTRA T DOCUMENTS
By; A Date:•
Architectonic Inc.
Fort Pierce, FL 34950
MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID
WIND ASCET-10
ENCLOSED
EXPOSURE CATEGORY B
OCCUPANCY CATEGORY 11
WIND LOAD 160 MPH
TRUSSES HAVE BEEN DESIGNED FOR A 1 D.0 PSF
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS
ROOF LOADING FLOOR LOADING
TCLL•
20
PSF
TCLL•
PSF
TCDL•
15
PSF
TCDL
PSF
BCDL•
10
PSF
BCDL:
1
PSF
TOTAL:
45
PSF
TOTAL:
PSF
DURATION:
1.25
DURATION: -
IMPORTANT
This Drawing Must Be Approved And
Returned Before Fabrication Will
Begin. For Your Protection Check All
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-81 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. tie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders FirstSource.
NO EXCEPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
BUILDER:
— TC-GENERAL CONTRACTOR
PROJECT:
ADDITION
RES:
SMITH
ADDRESS: 5705 OLEANDER AVE
LOT I BLOCK:
—
SUBDIVISION:
—
CITY: FT PIECE - ST LUCIE CO
DRAWN BY: JL
JOB # : 1337438
DATE: 01/26/18 SCALE: NTS
REVISIONS:
1.
2.
3.
4.
Lj Builders
First&xvm
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (T72) - 4615475