HomeMy WebLinkAboutBUILDING SITE PLANSA
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(NAT�R METER
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CONST. 60 LF
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MITERED ENDS
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21
75.00' 22
550.00'
94.50" `L EXISTING TREES TO REMAIN (TYPICAL) ,A+ .y
EXISTING TREES TO REMAIN (TYPICAL)
44" SANITAVSEWE
N 89'36'20" E
75.35'
14,00'I
1
11\
21.30
� I �
N I 21.00 \
L ovrllr7y EXISTING ELEVATION (TYPICAL)
a WAREHOUSE `
0 0 PO.�
F.F.EL. 22.50 0 D EXISTNG FURROW (TYPICAL)
N
94.50' LEVEL GRADE
Q C7 C7 C7 v
50.00' 22
$ OFFICE 8 00 �1 o-
N F.F.EL. 22.50 N ti+ 9► P
50.00'
12'
INV.
19.70 f
I EXISTING DITCH TC BE FILLED
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I EXISTING CABBAGE PALMS
TO REMAIN
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I 1
o' I V RETENTION AREA
I Cl+
R/W LINE
1. 1" TYPE S-3 ASPHALTIC CONCRETE
2. 6" LIMEROCK OR CEMENTED COQUINA
SHELLROCK, PRIMED
3. 8" STABILIZED SUBGRADE, (75 PSI FBV)
s COMPACTED TO 98% OF MAXIMUM DENSITY
AS PER AASHTO T-180
TYPICAL PAVEMENT SECTION
�5
1.00 C7 C7 C7
0
I o-
o TREES IN THIS AREA NOT SHOWN FOR CLARITY
N
1 \ NC4 14 O 00
, acres 174t N
m 174452 sq. ft.
A
LIMITS OF CLEARING
moo+ -
18 5 OUTFALL (EXISTING GROVE DITCH
17.0 3ns
6' VIBURNUM HEDGE (TYPICAL)
OAK TREE (TYPICAL)
551.49'
S 89'49'03" W
PAVING AND DRAINAGE NOTES
1. The Contractor and/or construction surveyor shall verify
the elevation of the benchmark shown on construction plans.
Verify all elevations of existing pavement, stubouts, and
structures before starting construction and notify the
Engineer if any discrepancy in elevations exist.
2. All construction to be in accordance with the Florida
Department of Transportation and/or St. Lucie County
requirements and specifications, as applicable.
3. Roadwork within the Rock Road right-of-way is subject to
permitting and approval by the governmental authority
having jurisdiction.
4. Disturbed areas shall be restored to their original
condition. All unpaved and unsodded areas disturbed during
the construction shall be seeded and mulched in accordance
with Section 570 of the Florida Department of
Transportation Specifications. Sod shall meet the
requirements of Section 578 and Section 981 of the Florida
Department of Transportation Specifications.
5. Materials for roadway paving & drainage construction shall
meet applicable requirements for roadway construction as
outlined in the Florida Department of Transportation (FDOT)
Standard Specifications, latest edition.
6. On -site striping shall be 4" white traffic paint (Type T-1)
in accordance with the Florida Department of Transportation
Standard Specifications for Reflective Traffic Paint
(Section 971-12).
C,
CULPEPPER &
TERPENING,iNc.
CONSULTING ENGINEERS
&
LAND SURVEYORS
805 VIRGINIA AV., SUITE 15
FORT PIERCE, FLORIDA 34982
(407) 464-3537
30
1369.00'
•m
6.00 acres t
261,150 sq. ft.
n 816.82'
1368.32'
7. Signing shall be "engineer grade", in accordance with the
Florida Department of Transportation Standard
Specifications, Manual on Uniform Traffic Control Devices
and St. Lucie County requirements. Stop signs shall be 3011
x 30".
8. Concrete for structures, curbs, wheel stops, parking,
loading areas, and sidewalks shall have minimum 28 day
compressive strength of 3000 psi.
9. All areas of fill, limerock, stabilization, subgrade, etc.,
shall be compacted to a minimum of 98% of maximum density,
in accordance with AASHTO T-180.
10. The Engineer and St. Lucie County shall be notified for
inspection of subgrade, base and asphalt, at least 24 hours
in advance of subsequent construction.
11. Concrete pipe shall meet the requirements of the Florida
Department of Transportation Standard Specifications for
Road and Bridge Construction, latest edition, Section 430
and Section 941.
12. Upright handicapped signs to be provided at all handicapped
parking spaces, in accordance with the Manual on Uniform
Traffic Control Devices and St. Lucie County requirements.
13. The Florida Department of Transportation approved local
cemented coquina shellrock is an approved alternative to
limerock.
BY
DATE
DESIGNED
ylm/
1-264'S.
CALCS
((/
DRAWN _._.f✓'
fit
_..i-Z(,-93
DETAILED
CHECKED
APPROVED
GRAPHIC SCALE
l( 60
( IN FEET )
1 inch = 30 ft.
0
0
N
IN
O
0
0
O
120
SC N/vEo
St. Lucie count.,
AMERICAN CONCRETE INDUSTRIES, INC.
FORT PIERCE YARD
SITE PAN
011
D TE: 11
20 92
H IZ. CALE: "=30'
VER . SCALE: NONE
JOB No.
9258
SHEET
'� OF 1
R
Tel
94'-6'
i8'-0' 20'-0' 20'-0' 20'-0' y 12'-6'
-8& 5'-0' 22'-4'
501-08
SCALE 1 1/4' = V-0'
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ST. LUCIE COUNTY
BUILDING DIViSiON
EVI EWEI)
FOR COMPLIANCE
.-VIEWED BY ,
PLANS AND AND PER! Piff
Cw 41 is i P,r Kf PT, C?N 11 R ()P
'ic°��ctvr�'
E COW—Ff. PiEPTE
PREVENTION BUREAU
CODE COMPLIANC
54655 DATE -�i
SUBJECT TO:
FT. PIERCE FIRE PREVENTION CODE
VM CODE-401
ASHACS R 8 R
Interior Fnhh
Flame Spread Rating
EXost Ways C1&SS1a 11.wnw1w*
Other Areas Class .. . IVlink w p
ND
Cry
s-i
DRAWN
CHECKED
DATE
AtP21 L O2 , 1993
SCALE
DRAWING NUMBER
SHEET HUNDER
or 5 S
v
F __1 F -1 F_ __1 F - -1
18'-0' 20'-0' 20'-0' 20'-0'
D —� -- D D D-
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A A A
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CONCRETE
STOOP D
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A L— - �- --- ;o
D D D D
D I D I D N
CONCRETE
STOOP
to D
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22'-8'
LA
�B� I B 1
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CONCRETE
STOOP
�5'-0•
50'-0' -
FOUNDATION PLAN
SCALE 1 1/4' = 1'-0'
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FOUNDATION NOTES:
FOUNDATION DESIGN IS BASED ON A UNIFORM SOIL
LOADING OF 2500 POUNDS PER SQUARE FOOT. A
FLORIDA REGISTERED TESTING ENGINEER SHALL PROVIDE
A SIGNED AND SEALED WRITTEN REPORT OF ON SITE
BORINGS VERIFYING ACTUAL SOIL BEARING VALUES
GREATER THAN 2500 POUNDS PER SQUARE FOOT. IN
ABSENCE OF SUCH REPORT, THE FOUNDATION DESIGN AND
DETAILS SHOWN HEREON ARE VOID.
FOUNDATION SCHEDULES:
S-1 5" THICK 4000 PSI POURED CONCRETE WITH
6" x 6", #10/10 GA. WELDED WIRE MESH ON
6 MIL VISQUEEN OVER TREATED COMPACTED
FILL.
S-2 4" THICK 2500 PSI POURED CONCRETE WITH
6" x 6", #10/10 GA. WELDED WIRE MESH ON
6 MIL VISQUEEN OVER TREATED COMPACTED
FILL.
A 13'-6" x 5'-0" x 2'-0" DEEP 3000 PSI
POURED CONCRETE FOOTING WITH #5 BARS @
6" O.C. BOTH WAYS TOP AND BOTTOM. HOOK
ANCHOR BOLTS UNDER MAT @ BOTTOM.
B 4'-0" x 4'-0" x 2'-0" DEEP 3000 PSI
POURED CONCRETE FOOTING WITH # 4 BARS @
6" O.C. BOTH WAYS BOTTOM AND WITH # 4
BARS @ 1'-0" O.C. BOTH WAYS TOP. HOOK
ANCHOR BOLTS UNDER MAT @ BOTTOM.
C 1'-6" x 0'-10" DEEP 3000 PSI INTERGRAL
POURED CONCRETE TIE -ROD FOOTING WITH 3 #
5 BARS CONTINUOUS. HOOK ENDS AROUND
COLUMN ANCHOR BOLTS, TYPICAL EACH END.
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D 1'-6" x 0'-10" DEEP 3000 PSI INTEGRAL
s-!
POURED CONCRETE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS THROUGH ADJACENT
('.ly
FOOTINGS.
E 6'-0" x 6'-0" x 2'-0" DEEP 3000 PSI
POURED CONCRETE FOOTING WITH # 4 BARS @
0-
6" O.C. EACH WAY BOTTOM AND WITH #4 BARS
C[
@ 1'-0" O.C. EACH WAY TOP. HOOK ANCHOR
BOLTS UNDER MAT @ BOTTOM.
DRAWN
F 5'-6" x 5'-6" x 2'-0" DEEP 3000 PSI
POURED CONCRETE FOOTING WITH # 4 BARS @
---
6" O.C. EACH WAY BOTTOM AND WITH #4 BARS
CHECKED
@ 1'-0" O.C. EACH WAY TOP. HOOK ANCHOR
BOLTS UNDER MAT @ BOTTOM.
_-
DATE
G 4'-0" x 4'-0" x" 2'-0' DEEP 3000 PSI
AMIL OZ, 199't
POURED CONCRETE FOOTING WITH # 4 BARS @
6" O.C. EACH WAY BOTTOM AND WITH #4 BARS
SCALE
@ 1'-0" O.C. EACH WAY TOP. HOOK ANCHOR
BOLTS UNDER MAT @ BOTTOM.
DRAWING NUMBER
`� EET EN��iu NER
5
MEEM
NORTH
SCALE 1 1/8' = 1'-0'
ELEVATION
METAL ROOF
urr w� ennr
METAL ROOF
m
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METAL SIDING
METAL SIDING
g
SOUTH ELEVATION
SCALE 1 1/8' = 1'-0'
n
EAST ELEVATION
SCALE 1 1/8' = 1'-0'
METAL ROOF
WEST ELEVATION
SCALE 1 1/8' = 1'-0'
L111 w I nnnr
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Ma
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DRAWN
CHECKED
DATE
APKIL 02, 1993
SCALE
DRAWING NUMBER
SHEET HURNFI-
3
OF 5 SHEETS
2' WHITE VINYL FACED INSULATION
WITHIN CEILING OF WAREHOUSE
METAL ROOF
/ GUTTER AND DOWN
SPOUT SYSTEM
i
s
i
PRE - ENGINEERED STEEL
STRUCTURE METAL SIDING
i
8' GIRT
METAL ROOF
R-19 INSULATION
2' WHITE REINFORCED VINYL
FACED INSULATION WITHIN
WALLS OF WAREHOUSE 2 x 2 ACOUSTIC CEILING
SUSPENDED FROM STRUCTURE
R-11 INSULATION
> 5/8' TYPI_ 'X' DRYWALL
BOTH SIDE-S, 1 HOUR FIRE
WALL SEPARATION
`— 2 x 4 STUDS
2 16' O,C,
SLAB AS --, SLAB AS
SCHEDULED / SCHEDULED
FOUNDATIONS AS
SCHEDULED
WALL SECTION "A"
SCALE 1 1/2' = 1'-0'
METAL ROOF -
PRE - ENGINEERED STEEL -
STRUCTURE
,- R-19 INSULATION
2 x 2 ACOUSTIC CEILING
SUSPENDED FROM STRUCTURE
R-11 INSULATION-
1/2' DRYWALL
SLAB AS —
SCHEDULED
FOUNDATIONS AS
SCHEDULED
GUTTER AND DOWN
SPOUT SYSTEM
- METAL SIDING
N
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9 1/2' GIRT
2 x 4 STUDS
2 16' O.C.
FINISH
GRADE
WALL SECTION "B"
SCALE 1 1/2' = 1'-0'
PRE
STRL
WALL S
SCALE 1 1/2' = 1'-D'
2' WHITE VINYL FACED INSULATION
WITHIN CEILING OF WAREHOUSE
ER AND DOWN
T SYSTEM
ECTION " C"
aL SIDING
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METAL ROOF
PURLIN
R-19 INSULATION
2 x 2 ACOUSTIC CEILING
SUSPENDED FROM STRUCTURE
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1/2' DRYWALL BOTH SIDES
°D
ON 2 x 4 STUDS 2 16' O.C.
a
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SLAB AS
SCHEDULED
m
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WALL SECTION "D"
SCALE 1 1/2' = 1'-O'
�H
CL
DRAWN
CHECKED
DATE
APIZI L 02, 199 >
SCALE
DRAWING NUMBER
4
B-11
B-24
I �>
A-1 A-2
B-13
PC 1
B-9
1 B-26
® B-7
CEE]
0
O.P 9LF61 To FAA'NLL \
'
eLvh eY FP!. ELECT. .
METER
FMFIR B-7
PANEL
JB-
COND. FFW/H:; A/C
m
"� IEF
CONCRETE
PAD aS
10
WELDER
208 V
B-15,17
_ --- --
B-22
c
20 TON
HOIST
.,O
B-12
i
B-7
�FO
0
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B-13
PC
0
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WELDER WELDER
208 V 208 V
X,
B--19,21 B 23,25
B 20
�,/ 400 n
PANEL'. 'A! MAINS. CIM.L.O. MAiN BR
1q
TYPE. SQ. I I D " or ITE BUS RATING, 0 w
MOUNTING. LI RECESS $I SURFACE VOLTAGE, 22144#0 3/a0
KT.
p
0
AMPS
DESCRIPTION
CKT
N0,
JPOUdAMPSI
DESCRIPTION
ci
SD
�O"jo.- mol"I (2o«v)
2
3
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to ioN A61sT (louv�
3
4
5
6
7
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10
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15
16
18
20
22
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24
26
28
y
30
E-1
2
2
0 O GFI EF
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B-3 - - -
6
6
FI
AO AO AO 2' F --
LIGHTING FIXTURE SCHEDULE
A LIGHTOLIER XT2GVA 440-LE WITH (4) - F40 T12 CW.
B LIGHTOLIER XTIFVA 240 - LE WITH (2) - F40 T12 CW.
C LIGHTOLIER 5488 WITH (2) - F40 T12 CW.
D LIGHTOLIER 6919 WITH (2) PL-13, 2700K.
E LIGHTALARMS UXE8WRW - FL
F LIGHTALARMS CA-2.
G LIGHTOLIER 1100 IC/1178SH WITH 40W A19.
H STONCO WP250MA WITH 250W M.H.-r OcloBELL 0FERATED-
J LIGHTOLIER KWS 296SL - LE - KNA - AH5 WITH (2) - F96
T12 CW - MOUNT AT HEIGHT SELECTED.
j 10 TON
HOIST
NOTE 1 PROVIDE POWER BUS TRACK
FOR HOIST POWER (TYPICAL).
Yp
•1P aY^+
�J)
B-14
O
B-7
PANEL: I'5" MAINS. JAM.L.O. AMAIN BR
TYPE. SQ. "D" or ITE BUS RATING. w 5�
MOUNTING, Zi RECESS SURFACE VOLTAGE, o 0
KT.
p
0
AMPS
DESCRIPTION
CKT
NO.
P
AMPS
DESCRIPTION
20
L-T,,
2
to
kE�pi'5
3
4
5
6
7
B
9
10
11
12
13
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14
15
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SD
wtiv��:d
16
17
19
2
5p
21
23
2
50
L2817-
25
27
2
30
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A o APd29
31
2
A/c- G.II
32
FA G.E
34
35
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36
37
38
39
40
=V4cE
y
42
0
ELECTRICAL FLOOR PLAN
SCALE 1 1/4' = 1'-0'
U
ELECTRICAL NOTES:
CL
ALL ELECTRICAL INSTALLATIONS ANDEQUIPMENT
SHALL BE IN ACCORDANCE WITHroTHE
FZ3
REQUIREMENTS OF THE N.E.C. (NFPANO.
70) AS AMENDED, AND ALL LOCAL &STATE
CODES IN FORCE AT THE TIME OFoCONSTRUCTION.
M
GROUND SYSTEM IN ACCORDANCE WITHLARTICLE
250 N.E.C.B-18
SYSTEM VOLTAGE SHALL BE 277/480 AND120/208
VOLT SINGLE AND THREE PHASE.
a
PANELBOARDS AND LOAD CENTERS SHALL BE
IITE,
SQUARE 'D' OR APPROVED EQUAL.
ALL CONDUCTORS AND BUS BARS SHALL BE
immumommmommmmmmmmmemm
COPPER.
IALL
MATERIAL SHALL BE U.L. APPROVED.
PROVIDE ALL NECESSARY PREMITS REQUIRED.
n
/
PROVIDE TEMPORARY SERVICE FOR USE BY
ALL TRADES DURING CONSTRUCTION.
PROVIDE A TYPEWRITTEN DIRECTORY FOR
EACH PANELB ARD OR LOAD CENTER.
Fl
CONTRACTOR SHALL MAKE FINAL
ARRANGEMENT FOR ELECTRICAL AND
TELEPHONE ERVICE. VERIFY TRANSFORMER
LOCATION At D SERVICE POINTS FOR ALL
UTILITIES P IOR TO BIDS. PROVIDE PULL
STRING IN LL EMPTY TELEPHONE AND SOUND
SYSTEM CONDI IT.
PROVIDE LI HTNING ARRESTOR ON MAIN
SERVICE - I E OR EQUAL.
J
29
FEEDER SCHEDULE:
MAIN SERVICE
(4)
- 500 MCM THW IN 3-1/2" C
MA1� SE(?�IGE
FEED XMFR (F1)
3 #
3 THW IN 1-1/4" C
FEED PANEL B (F2)
4 #
3/0 THWN & #4 CU GRND IN 2" C
F� ?AµiL rA N E L
a rc wv J 7SkvA yIFZ
PI NFR-
2��/4•e �
PIL1
sew [}'I4OU5EKEE►lL41
17/a 7
#`f cLi ya„p.
ELECT. DIST.
DRAWN
CHECKED
DATE
API''-1L 02, 1991
SCALE
DRAWING NUMBER
SHEET NUMBER
OF `� MFEYS