HomeMy WebLinkAboutAPPROVED, 8 truss layoutJoe
McCarty
Digitally signed by
Joe McCarty
Date: 2021.05.13
13-04'00'
MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID
IMPORTANT
WIND ASCE7-16
ENCLOSED
This Drawing Must Be Approved And
EXPOSURE CATEGORY C
Returned Before Fabrication Will
OCCUPANCY CATEGORY 11
Begin. For Your Protection Check All
WIND LOAD 170 MPH
Dimensions And Conditions Prior To
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF
Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
ROOF LOADING
FLOOR LOADING
TCLL: 20 PSF
TCLL: PSF
TCDL: 15 PSF
TCDL: PSF
BCDL: 10 PSF
BCDL: PSF
By Date
TOTAL: 45 PSF
TOTAL: PSF
DURATION: 1.25
DURATION:
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSC1431 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (le. 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 FlrstSource.
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:
PACE 2000
RES: WYZSKOWSKI
MODEL: MODRED ESSEX
ADDRESS: 1 8004 HAMILTON AVE
LOT IBLOCK I -
CITY: FORT PIERCE
COUNTY ST LUCIE CO
DRAWN BY: JL
JOB # : 1 2733885
DATE: 04/29121 SCALE: NTS
REVISIONS:
1.
2.
3.
4.
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I
Firsroc urce
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (772) - 4615475