HomeMy WebLinkAboutTruss DrawingUTIOW!
a
i
h Hatch Legend �
9'-4" A. F. F
10'-8" A. F. F
11'-4" A. F. F
11'-8" A. F. F
14'-0" A. F. F
TRUSS END DETAIL
i
12
SQUARE CUT OVERHANG
w;2x4 LEVEL RETURNS 6
4'-3l8"
HEFL HEIGHT
s.
2.0,
LEGEND
* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
* - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOTED OTHERWISE
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID
WIND ASCE7-16
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY II
WIND LOAD 160 MPH
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS
ROOF LOADING
FLOOR LOADING
TOLL:
20
PSF
TOLL:
PSF
TCDL:
15
PSF
TCDL:
PSF
BCDL:
10
PSF
BCDL:
PSF
TOTAL:
45
PSF
TOTAL:
PSF
DURATION:
1.25
DURATION:
This Drawing Must Be Approved And
Returned Before Fabrication Will
Begin. For Your Protection Check All
Dimensions And Conditions Prior To
Approval Of Plan.
3NATURE BI-LO'N INDICATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
r�r s
iima
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. 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.
TRUSS CONNECTION
LIST
QT
PRODUCT
LUS24
42
HTU26
HTU28
HHUS26-2
1
HTU26-2
HGUS28-2
HGUS28-3
BUILDER:
GHO HOMES
PROJECT:
MEADOWOOD
MODEL:
Tacoma - Square Traditional
ADDRESS:
9412 MEADOWOOD DR
LOT / BLOCK:
1007
CITY:
Port Saint Lucie
COUNTY
Saint Lucie
DRAWN BY: LR
JOB # :
2931979
DATE:
09/27/2021
SCALE:
NTS
REVISIONS:
1.
2.
3.
14.
G