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VA IVA MA IVA
Christoph
er D Beers
11 '-0" A.F. F
Digitally signed by Christopher D
Beers
DN: c=US, o=Unaffiliated,
ou=AO141 OD000001 72B927OF630
00OB2DA, cn=Christopher D Beers
Date: 2020.07.15 16:13:42 -04'00'
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04 C14
U ❑ U
00
LO 4' 0"
HANGER LEGEND
* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
* - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOTED OTHERWISE
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-131 SUMMARY SHEETS.
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.
BUILDER:
G ROZA B L D RS
RES:
(D
>
C)
Z
CITY:
FORT PIERCE
U
ST LUCIE CO
DRAWN BY:
0
JOB # :
2373691
DATE:
-
SCALE:
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VA IVA MA IVA
Christoph
er D Beers
11 '-0" A.F. F
Digitally signed by Christopher D
Beers
DN: c=US, o=Unaffiliated,
ou=AO141 OD000001 72B927OF630
00OB2DA, cn=Christopher D Beers
Date: 2020.07.15 16:13:42 -04'00'
CJ2 > > CJ2
><
O
CJ2 < CJ2
04 C14
U ❑ U
00
LO 4' 0"
HANGER LEGEND
* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
* - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOTED OTHERWISE
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-131 SUMMARY SHEETS.
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.
BUILDER:
G ROZA B L D RS
RES:
SANTANA/AUTRY
MODEL: CRESTVIEW
ADDRESS: BROCKSMITH
LOT/BLOCK:
--
CITY:
FORT PIERCE
COUNTY
ST LUCIE CO
DRAWN BY:
JL
JOB # :
2373691
DATE:
06/29/20
SCALE:
NTS
REVISIONS:
1. REVISION 7/6/20
2.
3.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
WIND ASCE7-10 4.
ENCLOSED This Drawing Must Be Approved And
EXPOSURE CATEGORY C Returned Before Fabrication Will
OCCUPANCY CATEGORY II 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
ir
NOTES AND DIMENSIONS HAVE
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
TCLL: 20 PSF TCLL: PSF 701 S. KINGS HIGHWAY
TCDL: 15 PSF TCDL: PSF FORT PIECE, FL 34945
BCDL: 10 pSF BCDL: PSF By Date Ph. (772) - 461 5475
TOTAL: 37 pSF TOTAL: PSF
DURATION: 1.25 DURATION: