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'ERTIES
2ST SOURCE
12020
12020
RUSS ACTU
UPLIFT
3033
1989 -7 .
480
267 #PLF
100 #PLF
<1800 #
TRUSS NOTES,
1) ALL ROOF TRUSSES TO BE DESIGNED BY3 USS Coh,PANY IS ENGINEER.
4 CONTRACTOR TO PROVIDE ENGINEEii-c, AND BUILDING DEPARTMENT WITH ENGINEERS: TRUSS DRAWJIIYGSBEFORE
INSTALLING TRUSSES. �ERE�7
3) TRUSS TO TRUSS "ONNEC TIONS TO BE PROVIDED BY TRUSS COMPANY.
4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND
DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES.
SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS
":'CNNECTOR CONNECTOR
ID UPLIFT DESIGN FASTENERS NOTES
(1) MGT 3965 '�22) I Od & (1) - 5/8" A.B. 00
HETA20 2500
(1) HETA20 1810 (8) 1 5d
1) HE A20 Od �Xl -111
T HETA20 (9) 1 Od X 1-1/2' SEE GABLE END DETAIL
S I.ATRAP.
ATEACH END AND 46'O.C.
MTS 16 100(
I S TRAPATEACH ENUAIVU Z4" C.C.
(1) H ETA 20 T-(9) 1 Od X 1-112" AT CBS BEARING
VALLEY TRUSSES MAYBE ATTACHED INITH SIMPSON VTCR wl (4) # 9SDX2-112- To
SUPPORTING TRUSS AND (3) # 9 SD 1-1/2- To VALLEY TRUSS IN LIEU OFMTS16AS
STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24"O.C. MAX.
USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FORANCHOR BOLTS (A.B.)
(1) - FGTR WITH (18) SDS 114-X3- & (2) 112-X5- TITAN HD MAYBE USED IN LIEU OF CONNEVTORAS SPECIFIED
FILE COPY,
FOR MISSED TRUSS CONNECTORS AT
BLOCK WALLS WITH 1175 # UPLIFT OR
LESS, PROVIDE "SIMPSON" HTSM WITH
(4)1/4" X 1-3/4" TITEN, AND (10) 10d.
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REG. # 70878
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MODEL
SUNSET KEY
11 wk, ink ojp%k mem
DATE------f
01/11/2021
SCALE
AS NOTED
S14EET NO.
08
OF 10 SHEETS
•112" REDHEADS wl2" DIA. X 1l8" WASHER
4L)
2" X 4" 16" O.C. wl
(2)2"X4"TOP PLATE
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STUCCO -LAP FINISH —
ATTACHED PER NOTES.
(STRUCTURAL N07-E # 13,
SFfFFT Al On)
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: r r �'` : ` ■ - `
®ATT 11.1[1111 ATI/•9A1
•
" X 4" WOOD FRAMING @ 24" O.C.
)R 1-112" X 3-5/8" METAL STUDS
12" DRYWALL BOTH SIDES
FYPICAL ALL WALLS INCLUDING GARAGE)
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ON
■�
EAVE
PRE-ENG. TRUSSES
SEE TYR WALL SECTION
FOR ROOF SHEATHING
AND FINISH
SEE CONNECTOR
SCHEDULE
EAVE DETAIL, PER TYPICAL
WALL SECTION
NON -VENTED
STUCCO SOFFIT
2" X 2" CONT.
(16d @ 8" O.C.)
MTS-16 w/
14-10d NAILS
CONCEALLED FLASHING
0.\\�2" X4" SILL PLATE
w-011 (2) 16d
NAILS
MTS-16 wl
14-10d NAILS
2" X 4" STUD AT (4) CORNERS
FROM (2) TOP PLATE TO BOTTOM
CORD OF TRUSS, (3) 16dATALL
FRAMING INTERSECTIONS.
(2) 16d NAILS
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r. s
i r s
■ , l -WA'
�ti REBAR W. 0.'MIN.I.:i3P SPLICE,
8"X81, CONTINUOUS NTI'tiUOUS (3000 PE) CONCRETE
RAKE BEAM FORMED AND Pt7I:'RE �
at i (1) �,t3 BAR CONTI?vt1OL'S i e
{ {
OIASONR'S') ALL-, CELLS FILLED WITH
I .. );3000 PSI) CON
NCRET
€ i 8" PRECAS LEE iT'.L W (i )-`5 BAR
i C� NTI d(1f �t S IN (3000 PSI) CONCRETE
a<: l FILLED t;t'LL
k`® COLL TNPE'RI'L `WIT14 =;'5 BARS VERT,
!\'(.,000 PSI) CONCRETE
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CABLE END TRUSS
16d COMMON NAILS @ 1281 O.0
STRAP CABLE END TRUSS WITH "SIMPSON"
META 2O AT 48" Q.C. WITH (9) 10d X 1-1l2"
NAILS EMBED STRAP IN BEAM 4"
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8'-1 `° FROM
FINISHED FLOOR
REVISION
REVISION
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ENGINEER
BENCHMARK
ENGINEERING
BOWDOIN G.
HUTCHINSON, P.E.
REG. # 70878
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L4/ APPROVED
F I APPROIED AS CORRECTED
REVISE AND RESUBMIT
Ll F0- R YOURI 111$r�,-�RMATION AND USE
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Q1.1BMITTAL
V 17. j_';
N �()-f A,
Ch *;rg is or conformance with the design
Uw,.ept or the Project and compliance with the
inik,;Inatio11 given in the Contract Documents.
Cotractoris m.-,nonsihle for dimensions to be
crwrrned nd the job site; for
inf", ilia t[cjn,0VM
i#U, )the fabrication
,�Jj
P C. ss E - - , ( ruction: and for
L0?-
ttttltll e�'S 10 N
copv
MAIN WIND FORCE RESISTING S STEM/C-C HYBRID
IMPORTANT
WIND ASCE7-10
This Drawing Must Be Approved And
E' POSURE CATEGORY C X
Returned Before Fabrication Will
OCCUPANCY CATEGORY II
Begin. For Your Protection Check All
,,,WIND LOAD 160 MPH
Dimensions And Conditions Prior To
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF
Approval Of Plan.
BOTTOM CHORD LIVE LOAD Nfir. NCONCURRENT WITH
NY 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 TCDL: PSF
BCDL: 10 PSF BCDL: PSF
By Date
TOTAL: 37 PSF TOTAL: PSF
DURATION: 1.25 DURATION:
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
I11ST4LLLIUG-T-T�U-SSE--S-.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hour's 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:
---------------------------------------
PORT SAINT LUCIE PROP
RES:
N/A
-- ----------
MODEL:
SUNSET KEY
ADDRESS:
SUNSET BLVD
LOT IBLOCK:
20
COUNTY:
ST LUCIE
CITY:
FORT PIERCE
DRAWN B777'
JL
JOB #:
2589374
DATE:
12/27/20
SCALE:
NTS
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