HomeMy WebLinkAboutRoof TrussBRG.LEGEND
��e�e-ewe-ewe-�
►eeeeeee� '
♦eeeeee♦ 1 1
�eieieieeeieiei
8'-0" A.F. F
TRUSS END DETAIL
19
2904.5
S o FATE 0r
0 O R
AUG 2 5 2021
i AUt.. WEI CH INC.
MECH-ELECT -CIVIL ENG.
1934 SILT MORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG N0.29945
�`ttEvl�'C%
HANGER 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 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
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
TCLL: 20 PSF TOLL: PSF
TCDL: 07 PSF TCDL: PSF .
BCDL: 10 PSF BCDL: PSF By Date
TOTAL: 37 PSF TOTAL: PSF
DURATION: 1.25 DURATION:
CAUTION!!!
DO NOT ATTEMPT TO EREI
TRUSSES WITHOUT REFERRING "
THE ENGINEERING DRAWINGS AI
BSCI-131 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST I
IN PLACE PRIOR TO LOADIP
TRUSSES. (le. SHEATHIN
SHINGLES, ETC.)
ALL INTERIOR BEARING WALI
MUST BE IN PLACE PRIOR
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERI?
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES At
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENT
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTION
WARNING
Backcharges Will Not Be Acceptec
Regardless of Fault Without Prior
Notification By Customer Within 41
Hours And Investigation By
Builders FirstSource.
NO EXCEPTIONS.
The General Contractor Is Responsil
For All Connections Other Than Tru
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling An
Roof Diaphragm Connections.
TRUSS CONNECTION
LIST
QTY
PRODUCT
LUS24
7
HTU26
HTU28
HHUS26-2
HGUS26-2
HGUS28-2
HGUS28-3
BUILDER:
L -VIT
RES:
MODEL:
`I m
ADDRESS:
LOT / BLOCK:
CITY:
.
COUNTY.
DRAWN BY:
JL
JOB#:
DATE:
05/26/21
SCALE:
NTS
REVISIONS:
1. 03/04/21 CHANGE TO FBC2020
2. 05/22/21 CHANGE ENTRY
3.
4.
BRG',.LEGE.N.
��i���,±4i*" Aq �a
�► 1 1
8'-0" A.F. F.I..
TRUSS END DETAIL
.SQUARE CUT OVERHANG 12
5
4-1 /16"
HEEL HEIGHT
O O
O O
1 r_On
PAU WEI,CH INN.
C
,a Q ••• L'% MECH. LECT-CIVIL EN(
a' Q .• ��C E NSF . y .1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
No. 29945 * PAUL WELCH F.E-.
FLA REG NO.29945
STATE OF',
.NALE St. p dm CW*
itting
HANGER LEGEND
* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
* - ALL 4X2 FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOTED OTHERWISE
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
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
TCLL: 20 PSF TCLL: PSF
TCDL: 07 PSF TGDL: PSF .
BCDL: 10 PSF BCDL: :. PSF By Date
TOTAL: 37 PSF TOTAL: ..'PSF
DURATION: .1.25 DURATION:
CAUTION!,H
DO NOT ATTEMPT TO ER
TRUSSES WITHOUT REFERRING
THE ENGINEERING DRAWINGS
BSCI-81 SUMMARY SHEETS.
ALL PERMANENT BRACING MUS1
IN -PLACE PRIOR TO LOAE
TRUSSES..- jle, SHEATH'
SHINGLES, ETC.) -
ALL . INTERIOR BEARING WA
MUST' BE IN 'PLACE PRIOR
INSTALLING TRUSSES.
REFER TO FINAL ENGINEER
SHEETS FOR THE FOLLOWING,'
1). NUMBER OF GIRDER PLIES
NAILING SCHEDULE.
-2) BEARING BLOCK REQUIREME?
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTI(
WARNING
Backcharges Will Not Be Accept
Regardless of Fault Without Pri4
Notification By Customer Within
..Hours And Investigation By
Builders FirstSource. .
NO EXCEPTIONS.
The General Contractor Is Respon;
For All Connections Other Than Ti
to Truss, Gable Shear Wall, Ani
Connections. Temporary and
Permanent Bracing, And Ceiling I
Roof Diaphragm Connections
TRUSS CONNECTION
LIST
QTY
PRODUCT
LUS24
7
HTU26
HTU28
HHUS26-2
. '
HGUS26-2
HGUS28-2
HGUS28-3
BUILDER:
BELA-VISTA
REST
Single FamN,
MODEL:
1800 - SEAGUi
ADDRESS:
:.
LOT I BLOCK:
CITY:
COUNTY.
DRAWNBY:
JL
JOB#:
DATE:
05126I21
SCALE:
Nl
REVISIONS:
1. 03104121 CHANGE TO FBC2020
2.05122121 CHANGE ENTRY
113' - --
114.
i: 00
701 S. KINGS HIGHWAY
FORT PIECE; FL 34945.
Ph. (772) - 461 5475