HomeMy WebLinkAboutSITE PLANSREFER ACI 318-2014 SECTION 7.7.1 6"
MIN. COVERAGE REINS CONC. EXPOSED TO
WEATHER 1-� MIN. COVERAGE REINN3F. ^ ;.,'
CONC. NOT EXPOSED TO WEATHER d i �+ is
n .:
2 BAR
CONIC. POST"'
B
BAR 6� eb'o BAR
1 1/2"
\ 6
1 1/2"
POST & PANEL TYPICAL CONNECTIONS
N.T.S.
f�
2.1" X 12' X 57" PRECAST PANEL
W/3-9GA (0.145'0) HORIL & W/ 1-90A
VERT. ® 12" O.C. MIN. COVERAGE 3/4"
PRECAST PANEL REFER TO ACI 318-2014, SEC. 7.7.3
5'-0' TO NEKT POST
C0NNECIED CAPRAJL TO COWUN
F TH CONCRETE DING ADHESIVE
11' X 12' X 57" PRECAST PANEL
W/J-9GA (O.WO) HORZ. & W/ 1-9GA
PERT. ST PA D.EL kU7. COVERAGEACI-- 3/4'
PRECAST PANEL REFER TO ACI-J18, SEC. 7.73
(IFF NECETiECO
SARY)
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BY N.T.S.
St. Lucie County
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SCREENING WALL DETAIL
n.Ti SNFAT M'tl81
C-201
GENERAL NOTES:
CONSTRVUTION PLANS & SPECIFICAI iONS FOR
CODES AND STANDARDS PERMACAST PRECAST CONCRETE FENCE
• STRUCTURAL DESIGN BASED ON THE 6TH
EDITION OF THE 2017 FLORIDA BUILDING CODE.
DESIGN
• WIND SPEED = 150 MPH (3 SEC GUST)
116 MPH (NOMINAL)
• EXPOSURE-B
• Kd = 0.85
• CONSTRUCTION TYPE - I OR II
(NONCOMBUSTIBLE MATERIALS)
SOIL
• ALLOWABLE BEARING CAPACITY = 2,000 PSF
• ALLOWABLE LATERAL SOIL CAPACITY = 150 PSF
CONCRETE STRENGTH
• MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
PRECAST ELEMENTS F'c=5000 PSI
• MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
CAST IN PLACE CONCRETE F'c=3000 PSI
MATERIALS:
• CEMENT PER ASTM C-150 TYPE 1
AGGREGATES FOR CONCRETE:
• NORMAL WEIGHT AGGREGATE: FINE AND
COARSE AGGREGATE PROVISIONS AND TEST
METHODS SHALL MEET ASTM C33. MAXIMUM
AGGREGATE SIZE OF 3/4".
ADMIXTURES:
• NO ADMIXTURES SHALL CAUSE AN INCREASE IN
SHRINKAGE WHEN TESTED IN ACCORDANCE
WITH ASTM C494 AND C157
DELIVERY OF CONCRETE:
• DISCHARGE OF THE CONCRETE SHALL BE
COMPLETED WITHIN 1-1/2 HOURS AFTER THE
INTRODUCTION OF THE MIXING WATER TO THE
CEMENT AND AGGREGATES OR THE
INTRODUCTION OF THE CEMENT TO THE
AGGREGATES.
• WATER SHALL NOT BE ADDED IN THE FIELD
UNLESS APPROVED BY THE ENGINEER.
UTILITIES
• IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO LOCATE ALL OVERHEAD AND UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTING THE FENCE
AND/OR FOUNDATIONS. CONTRACTOR SHALL
NOTIFY LOCATION OF ALL UTILITIES TO BOTH
THE OWNER AND SITE ENGINEER PRIOR TO
CONSTRUCTING FENCE AND / OR FOUNDATIONS.
SCANNED
St. LucBY
ie County
MARCH 15, 2019
Prepared , By
JBM & R ENGINEERING, INC.
P.O. BOX 1566 VALRICO, FL 33595
TEL: 813.598.4643 (CELL) 813.741.2109 (OFFICE) 813.655.0061 (FAX)
C.A.N. # 7457
Ralph Remmert, P.E.
Florida Registration No. 39610
CUSTOMER:
WELSH CONSTRUCTION
3845 EAU GALLIE BLVD.
SUITE 101
MELBOURNE, FL 32934
PROJECT LOCATION:
FARRELL ADVANTAGE PT. ST. LUCIE HOLDING LLC
605 KITTERMAN RD.
PORT ST. LUCIE, FL 34952
WALL TYPE:
8 FT. PERMAWALL 1.0 (SAND FINISH)
WIND DESIGN: 150 MPH (3 SEC. GUST)
116 MPH (NOMINj ,W M,,,,,,
EXPOSURE: B
KE
ENS,F
No. 39
RISK A G_OP%1OF
REVIE®�P►FOR
NICE `�`s'' 4oRi�P• ��`
CODE LIpCOUNTY "! 'NAL E�C�
S tl N{{C�I((E� 'umuuna•�
1) CONFA9c9(OR TO REFE TO CIVI RAWINGS FOR WALL LAYOUT.
�I T:
DRAWING INDEX
DWG. NO.
TITLE
SHEET 1
COVER SHEET & GENERAL NOTES
SHEET 2
8' PERMAWALL 1.0 DIMENSIONS
SHEET 3
8' PERMWALL 1.0 FOUNDATION, PANEL,
and COLUMN DETAILS
( ): 10'-0" - Center to Center Dimension shown is for 14" wide x 8-1/2" depth columns.
Contact Manufacturer for Exact Center to Center Distance
COLUMN DETAILS
FOUNDATION SIZE
(SEE SHEET 3)
(SEE SHEET 3)
e�®
OWNER IS RESPONSIBL
PATTERN AROUND NE'
ENGINEERING, INC. IS N(
FOR SITE DRAINAGE
(SEE SHEET 3)
WALL PLAN VIEW - GENERAL DIMENSIONS
SCALE: �' = 1'-0"
I
FOR
,IANCE
UNTY
* Foundation and Column Schedule
L 14„ CL -
(1)-#4'S WALL PANELS (TYPICAL)
TOP & BOTTOM
Wall Height Column Size Foundation Information (Inches)
PERMACAST 1.0 24" Diameter 47" Depth o 5„ DO8 ft. Wall Height 14" wide X 8-1/2" depth -1 28 -1 6 LB./CY FORTA FERRA FIBERMESH
on 10 ft. Centers 30" Diameter 45" Depth 0O `o IN PANELS AND BEAMS
Optional Pre -Cast Column Cap
(per contract) . Cap to be Bonded
with Concrete Bonding Adhesive.
Follow Manufacturer's Instructions.
o j Solid Fence Column per Contract
ft. Panel
j
GRADE LEVEL
_
-� l l-I I 1= I n I Ef I I -I I
R
Precast Post to
Bottom of Foundation
'
No. 3
Concrete Foundation
3,000 PSI @ 10'-0" O.C.
TYPICAL FOUNDATION - 8 FT. COLUMN (Above Grade)
FOR PERMACAST 1.0 (10 FT. O/C)
SCALE: 8' = 1'-0"
TYPICAL 8 ft. X 10 FT. PERMASAND PANEL
SCALE: e" = V-0"
REVIEWED FOR
CODE COMPLIANCE
_2ST. LUCIE COUNTY
,„
vz" f/+%
321, 7"�31' CHAMFER®v�
(TYPICAL) Column Reinforcement
LSee
^M
�10 Schedule Wall Height Vertical Reinforcement
M
54•' I2"1 54" 8 ft. High Columns #5's Ea. Corner
on 10 ft. Centers
..... CORNER SOLID POST DETAIL
F11 c(py
4i�''' sa�r•ra
1„ 1„ 1/2" 1/z"
1i10 ? 3 7" 3 CHAMFER 31'7" 31" CHAMFER
I_ *= (TYPICAL) (TYPICAL)
�:
OF �[V LSee tSee n
)�P; • ��`�� Schedule ro .-N Schedule
11,,,,,,., 1 1 „
3" 1 8" 3"
END SOLID POST DETAIL LINE SOLID POST DETAIL
8-1/2" X 14 8-1/2" X 14"
sir=ra sutEr=ra