HomeMy WebLinkAbout20080274- SITE PLANLAND USE— RH
EXCAVATE RE IFNTION A Ef�A ZONING— R M —11 30'
FILL RETENTION AREA
----------- - 66'
PROPOSED ADDITION
5100 S.F.
200.38'
-------------------------
PROJECT OUTFALL (EXISTING)—
L---
,
i I ; EXISTING - '1 ' EXISTING L----------
RETENTION AREA IA BUILDING I
W BODY ;
SHOP I
I I
' $ i 6,746 S.F,
------------
I I
1 '
Ilserc 10,
—••J
1-___-___ _____________ ___J '
------------- ------ ---- ------- -------
I----------------------------
, PREVIOUSLY APPROVED ADJUSTMENT 1
ADDITIONAL ADJUSTMENT
V HIGH RED CEDAR HEDGE
i ^�I
I T
I r----- 4 i I ----- -------
-----i-----------'r
Q.
L_____ W ------ I I i -----` y
------ u
I
Q
� (A______I----__
i � j y
a� i EXISTING rah ------------ ------
I ci v ------ Q I BUILDING
Q K I SERVICE I �------r----- -----i
< ------ �----
i i i i i i hh r� 1 i ------ I CENTER I 1
----- ------ I EXISTING I------+
I
CAR WASH I �i
PROPOSED ADDITION r----- ------ I AREA I "� -----
.�. 12 (CANOPY) �s 1R' D t~ i
IL30, PROPOSED ADDITION
i -- �'---- WAITING ROOMS (1500 SO. FT.)
I..L.__-------I-------'
`' PHASE 2-� r, ,-
LAND USE" COM \ ate' (PARKING AREA ONLY) ; ----- n ___._-; ; I I r----J --
__
N O
i 1 I L___-_ y
ZONING— CG M=- - -- '
30' a- - 1, i i t
' i al 1 1 I 1 �•-•---` ---1
'{� CANa N M Wfia. > _ _ J , I EXISTING 1
1 i r__--� v----- 1 1 I I BUILDING � 1 1 ___ 1
----
_. _ (n ....
I 1 r
10" 10' i L ----- ( F-i I CENTER ------ I�u
SALES/ 1 , 1 ---' I 1 I 1"----- Q------I
.I 18,128 S.F.
SERVICE r 1 L----- r, I I -----
v M 2.350 S.F.
40
-^---
J
1 '
III'I
N
i1I iII i1I iII iI1 iI1 iI1 i_1 _-iII- -_iII1 l__riI,1 ---
6 SPACES J T� T
.
I •"r__`-`---.-^. -_.--
--.--'.- ,-_^--
Ro , r . SIDEWALK
;7 SPACES 1I11 i11F1�r
Ij
'----------"_`---
IIIIi —+11111I(111I111 1611In1I I1I11IISP-ACII,Ii E_S15 SPACES
8 SPACES 7 SPACES J
_9_1SI1�I,i _PA_C1II1I11I,i E_S
I 1 2 S.F. i)67
(i -- -_am r
r7L
URGER1 0
4 7 SPACES J UKINGr-'e 9 SPACES2 SPACES 2 SPACES SPACESEXISTING
D d 8 SPACES 7 SPACES 9 SPACES
RASE$
O
_LI11I11I1i __I1I1�1IIi
. i i i . , i I I
.r 1 1 ----• 1 1 I I , I I , 1 1 I
1 i I'---II--"1-"T--i--T--i __i__� F--r--I'-'i-�"i-'�--i- i i i !_ i __i -----
PERIMETER Ij
; LANDSCAPED BUFFER
AS PER SECTION 7.09.04(B.) OF ; ' SITE LIGHTING
THE ST. LUCIE COUNTY LAND I (TYPICAL) 9 SPACES
DEVELOPMENT CODE 3 SPACES "
I ^` 1 1 I i t� I 1 1 tJ U i 1 1 1 1 1
EXISTING i -, \ 7 SPACES
�- FIRE HYDRANT B SPACES 9 SPACES
r- _- .- /-BASE BUILDING LINE — — -� _-
1 I I 1 1 I 1 1 _1 I
VIBURNUM HEDGErn 8 SPACES 7 SPACES 9 SPACES
±340' 200.07' ----- v rl 1 1 1 1 1 1 1 1 1 1 1 1 1 n n i i i i i i i i
PERIMETER LANDSCAPED BUFFER
AS PER SECTION 7.09.04(A.) OF
THE ST. LUCIE COUNTY LAND
DEVELOPMENT CODE
1 I-'----
N.S.L.R. .M.D, CANAL N0. 17
r
r
1 /4 SECTION LINE
U.S. HIGHWAY NO, 1 (STATE
M
rlEk Mpt1�"IrFR µ
FIELD 9- K //,PG.'
. B543SP DWG
..................
.,.
r
t � \
--___________________________- -_-- _____-_-___--___
ROAD 5)
APPR03t1it Alt
/ LOCATON
OF FXISMO
($ONSULTING ENGWEERS
LAND SURVEYORS
Mb $OUTH 25th STREET
SORT P*^ FLORIDA.34982
GRAPHIC SCALE
( IN FEET )
1 inch = 40 It.
LAND USE= COM
ZONING= CG
Pe I I
y�if y�Mfl1'it� v'y.iy,r DFFi �}�t.�`/nj il'r rvN 'J,r .... xM.
IIxJAL RETEW i r t
TR RAMP do kSEOtttl i3P
r.. u. yW�♦♦66�� f. wry kti'Mr tMA ..e'f, qp4
I?E�I�.,1tt�W"rnliwA
"BUILDING
,a
BY xit
1GNECS JF"c; ` 1fl4;"
DRAWN 4iWFt r (iy
DETAILED
CHECKED
APPROVED
BY xit
1GNECS JF"c; ` 1fl4;"
DRAWN 4iWFt r (iy
DETAILED
CHECKED
APPROVED
GENERAL NOTES
1.
PROJECT NAME:
Charlie's Dodge Addition
2.
LOCATION:
4815 South U.S. #1
Fort Pierce, FL 34982
3.
OWNER:
Charlie's Dodge
4815 South U.S. #1
Fort Pierce, FL 34982
4.
ENGINEER:
Culpepper & Terpening, Inc.
P.O. Box 13360
Fort Pierce, FL 34-979-3360
FL P,E. Reg. 15823
FL P.E. Reg. 24276
5.
SURVEYOR:
Atlantic Land Design, Inc.
201 SW. Port St. Lucie Blvd.
Suite 104
Port St. Lucie, FL 34964
6,
TYPE OF PROJECT:
Automobile dealership
7•
GROSS PROJECT SIZE:
7.65 Acres
B.
BUILDING SIZE:
2,550 Sq. Ft. ADDITION)
27,896 Sq. Ft. (EXISTING)
1,200 Sq. Ft. (CAR WASH)
9.
EXISTING LAND USE:
COM
10.
FLOOD ZONE:
Zone X, Panel 12111CO189F Dated 8-19-91
11.
EXISTING ZONING:
CG
12.
SITE COVERAGE:
Square Percentage
Acceaae Footage of site.
Building
0.84 36,437 10.9%
Parking
4.83 210.246 63.1%
Miscellaneous
0.05 2,000 0.6%
Total Impervious
5.71 248,883 74.6%
Total Open. Space
1.94 84,551 25.4%
Total Site Area
7.65 333,234 100.OX
13. PARKING.
Required (5 spaces/1,0waf) 155 spaces
Provided 387 spaces
Handicapped Spaces Required 5 spaces
Handicapped Spaces Provided 5 spaces
14. DEVELOPMENT SCHEDULE:
Can I to begin: Fall 1997
Con ' Ctl to tie completed: 180 days
15, UTILITY SERVCE:
Water Service: Fort Pierce Utilities Authority
Sewage Treatment; Fort Pierce Utilities Authority
16. SITE DRAINAGE:
The stormwater management system will consist of on -s
retention with outfoll into and existing system.
17, BUILDING HEIGHT: 30 feet
INED
ay
— 'St.. ILude county
FILE Copy
its
�
0
w
H
m
a'
0
O
NOT N ("4d9`4i CJ 1%VJ L i+,U`.1 ION yo
w
0
stiff K ,
mm" >r M w
0
IATE: b
b
SPTRC REP. WSS. ,....
w
OCT 2 6 1999 a
COMMUNITY DEVELOPMENT
ST. LUCIE COUNTY FL
MARL '
IE S 1,,ODGE ADDITION
`I`111E FLAN
b
0
y o
o�
DATE: 11-2-95 a
HORIZ. SCALE: 1"=4C
VERT. SCALE: NONE'
JOB No. 9 543
SHEET 1 OF.
NOT N ("4d9`4i CJ 1%VJ L i+,U`.1 ION yo
w
0
stiff K ,
mm" >r M w
0
IATE: b
b
SPTRC REP. WSS. ,....
w
OCT 2 6 1999 a
COMMUNITY DEVELOPMENT
ST. LUCIE COUNTY FL
MARL '
IE S 1,,ODGE ADDITION
`I`111E FLAN
b
0
y o
o�
DATE: 11-2-95 a
HORIZ. SCALE: 1"=4C
VERT. SCALE: NONE'
JOB No. 9 543
SHEET 1 OF.
0
0
a-
w
—4-1a307IXED 0310 FIXEPcok-
1
d
-- WZ7M N S R�fZ i
® _ _Ini xt:x I
41' _� q'• td'
I
X I O'S __W A IT 1 NG _
pI WIj _WAITING
x
oI
-
_
f
2 5 d-
4-'/Zn
QANQ L
4
I ?F�'.' �FIC�N- pAf�ILL]..O.J�l-_ !
wI WDOP CAP
d
I
APE
,e ..
N I_N.G�
-
..
1
3oG8 a. . wv, vp
40C- 6YE LOCK
•„„
X
5 /, L Li
Zt
_
LA
-sw LP I
X
-- PARCNT'5 WAITING aR6Br..' fv�°y�J N
_42"s.� M
- I ocl
�.�.
_ I
CAE OVE Wpo. -3J
Iv1EIJ 5 R R. OSE OPN6, (-TVP,
S' + H1GH CONCRETE I -0�' 3 LOWIONS)
ra-UMMOUNP
[p03 FIXED ?2'.G_8 ALUM.$7CF�P.Jpd_3O
�Co1,IC.?,AMP STOOP „ Lam -STOREFRONT.. R. J
t , , n 40
=I� 4 U I u 1,
i
Ib 2 to-o _ 3 IO-1 15-1i
I RAMP OW. /
i oil
LINE OF ROOF VAMP I:LO MAK.) CJ
t-X157 6 ASFHALI r'AYIINIG ?A el+ ,45 REaUIItE.v
7EMOVE 5OLLARD5
o� d
�X IST►NG 51-:-RV1
0
• m
L DG;
ReLOGA7E 121I.0CATE
/EKG. A/G _ SAT. P,S}{ MAST
L_ J . _j
L J
t
�ff z 13/4OR, - MAT GN FJCCs
1 CUT 0 SlG FOrL JLOoR
jm,3V� E3G�i• CJD02
G, b I= t�PENINC, � i
A-TC14 PINIS44L$
- CX I.5 T I N G
r
bus IN_E
T L 0 02 P L a N
NEW STEEL.. FRAME..__.. _ _ -
EMDF-V- (TYP.) SEE
A.FR'S.-' SHOP DRAWINGS
1/4 it = I 1 0 `
\� \�
ST. LUCIE COUNTY 44
FIRE DISTRICT
REVIEWED FOR COMPLIANCE
AND L
SUBNCT TO FINAL FIELD INSPECTION J
SEE ATTACHED
VISION SHEET
�'
2400 Rhode Islam° A�'c� -i ) 46-2323
� Ft. Pierce, FL 343319
�j
Imo/ d
I �
ALLY-TRUCTUR AL COM.PO N EN TS 1114
T4E-SE PLANS 4A"VL. BEEN 1VESIGWED
-f_ .5-1 LECT r~ D TO w I T 4 STAND I I O M e P, W
=1�tt_KID-"�ttZE Cbr`lD1TIC?N.�'.
ST LUCILfCCrUNTY
BUILDING DIVISION
REVIEWED
FOR 000.4' Lid1
REVIEWED BY
DATE ` a 0 Q
PLANE PERMIT
MUST !E KEI 7 a, t?D OR
7IC 3h MAD! NOINOP�c".V
-CAI G R00i1 ADD ; I0N - a
e
�_ op 4
GU'i�ER. _#
_ DOWWSPOUT
SYg�TI
B
Yy
1
�1
m
G SLI::L.9_SN G A P D 1 T 1 -":o"Tor nF FTGS1 I y'v-Evt
-- _ -C"A-W 0_P Y AD D 1 j 1U_N
T
'ff.* L t VATtO N
..GRAPE
DIf�G
re
lom
SULATIO M
N 35/8u
5. LOGk CAP
It
,LKI_CELLS
DE -AM)
��II►�II[�l c I V�LM"
Ap,:::_oIti G AIL.
EQ}vEM WELL
Mif� �-GLEAIJ �
———o`4N.ee�V� rn��. o
1 Al " C V "1 c T I xI G 41 l u l r� 1\ 1 i•_
1e
s EN10 ) D
j
i
�D
M - I71NG ROOM �DD!TfON
c �9 15
�.
All
0
a
0
0
FOUNDATION NOTES:
FOUNDATION DESIGN IS BASED ON A UNIFORM SOIL LOADING OF
2500 POUNDS PER SQUARE FOOT. PROVIDE TEST REPORTS TO VERIFY
SAME.
FOUNDATION SCHEDULE:
S-1 4" THICK 2500 PSI POURED CONCRETE SLAB WITH FIBERMESH
OR 6" x 6", 110/10 GA. WELDED WIRE MESH ON 6 MIL
POLYETHYLENE VAPOR BARRIER ON COMPACTED, TREATED,
CLEAN FILL.
F-1 12" DEEP x 18" WIDE 2500 PSI POURED CONCRETE SPREAD
FOOTING WITH 2 1 5 BARS CONTINUOUS THRU ADJACENT
FOOTINGS.
F-2 12" DEEP x 18" WIDE 2500 PSI POURED CONCRETE TIE ROD
FOOTING WITH 3 # 5 BARS CONTINUOUS HOOKED AROUND MAIN
FRAME ANCHOR BOLTS.
F-3 4'-4" SQ. x 2'-0" DEEP 2500 PSI POURED CONCRETE PAD
FOOTING WITH 6 5 BARS @ 6" O.C. BOTH WAYS BOTTOM AND
12" O.C. BOTH WAYS TOP, HOOK ANCHOR BOLTS UNDER
BOTTOM HAT.
F-4 4'-6" SQ. x 2'-0" DEEP 2500 PSI POURED CONCRETE PAD
FOOTING WITH 5 BARS @ 6" O.C. BOTH WAYS BOTTOM AND
12" O.C. BOTH WAYS TOP. HOOK ANCHOR BOLTS UNDER
BOTTOM MAT.
F-5 4'-10" SQ. x 2'-0" DEEP 2500 PSI POURED CONCRETE PAD
FOOTING WITH ¢ 5 BARS @ 6" O.C. BOTH WAYS BOTTOM AND
12" O.C. BOTH WAYS TOP. HOOK ANCHOR BOLTS UNDER
BOTTOM MAT.
F-6 51-4" SQ. x 21-0" DEEP 2500 PSI POURED CONCRETE PAD
FOOTING WITH l 5 BARS @ 6" O.C. BOTH WAYS BOTTOM AND
12" O.C. BOTH WAYS TOP. HOOK ANCHOR BOLTS UNDER
BOTTOM MAT.
F-7 61-2" SQ. x 21-0" DEEP 2500 PSI POURED CONCRETE PAD
FOOTING WITH 15 BARS @ 6" O.C. BOTH WAYS BOTTOM AND
12" O.C. BOTH WAYS TOP. HOOK ANCHOR BOLTS UNDER
BOTTOM MAT,
F-8 5'-8" SQ. x 2'-0" DEEP 2500 PSI POURED CONCRETE PAD
FOOTING WITH # 5 BARS @ 6" O.C. BOTH WAYS BOTTOM AND
12" O.C. BOTH WAYS TOP. HOOK ANCHOR BOLTS UNDER
BOTTOM MAT.
F-9 4'-6" SQ. x 2'-0" DEEP 2500 PSI POURED CONCRETE PAD
FOOTING WITH @ 5 BARS @ 6" O.C. BOTH WAYS BOTTOM AND
12" O.C. BOTH WAYS TOP. HOOK ANCHOR BOLTS UNDER
BOTTOM MAT.
F-10 4'-8" SQ. x 21-0" DEEP 2500 PSI POURED CONCRETE PAD
FOOTING WITH 1 5 BARS @ 6" O.C. BOTH WAYS BOTTOM AND
12' O.C. BOTH WAYS TOP. HOOK ANCHOR BOLTS UNDER
BOTTOM HAT.
F-11 6'-2" SQ. x 2'-0" DEEP 2500 PSI POURED CONCRETE PAD
FOOTING WITH # 5 BARS @ 6" O.C. BOTH WAYS BOTTOM AND
12" O.C. BOTH WAYS TOP. HOOK ANCHOR BOLTS UNDER
BOTTOM MAT.
rvUrJbpTlz
25'-0"
55 L I O"
'15-0
r
C
M
0
w
N
PAUL WELCH INC.
Mechanical • Electrical • Gvil Engineering
1984 SW Biltmore St. Phone
Suite 114 (561) 785-9888
'. Port SL Lucie, Florida 34984 Fax (561) 785 - 9933
2
HVAC SCHEDULES AND NOTES
HVAC Units shall be Trane split system DX units, 10.0 SEER, with Heat Strip
as indicated.
Unit shall be TTR048 with TWE048 with 8 KW heat strip, 208/220/l/60.
Mount units on plenum stand for return air.
Provide fire dampers at all floor/wall/ceiling penetrations as may be
required to maintain fire ratings of same - verify requirements (Pertains
to all ductwork penetrations), especially thru floor penetrations. Provide
single source power for AHU/Heat Strip with provision for individual
disconnect at unit.
Install all Units to be completely accessible.
Lable all AHU's and respective condensing units with plastic lables.
Refer to Architectural Sections for ceiling height restrictions - all
equipment and materials shall fit in the space provided. Make
modifications as required to accomplish same.
Registers/Grilles/Diffusers shall be Metalaire or equal unless otherwise
scheduled - all aluminum construction unless otherwise required to meet
fire ratings. Support independently from ceiling system.
SAYS (supply air diffusers) shall be series 5000, 11-6, S-4, D-5, of the
sizes shown. S-1: one way; S-2: two way, etc. Unless otherwise noted,
SAD's shall be 6" x 6" (up to 125 cfm); 9" x 9" (130 to 290 cfm); 12" x
12" for 300 cfm and larger. Provide type M-2 SAWS for all drywall
installations.
Exhaust registers shall be RHD. Provide exhaust registers on all ceiling
openings to exhaust systems or intakes.
RAG's shall be type RHF of the sizes shown on the plans, provide L" T/A
filter.
Provide condensate drain lines from each AHU run to landscape area at
building exterior. Insulate all condensate drain lines above grade.
Paint all HVAC grilles/registers/diffusers white.
Exhaust fans shall be Greenheck or equal with BDD's, Model SP, 120/l/60, of
cfm's scheduled at 0,125" SP. Provide 6" exhaust duct to 12/12 grille in
soffit or run to w/p wall scupper for each exhaust fan.
Provide outside make up air for each unit - Set cfm at 10% or as noted.
Provide volume damper at each connection to unit ductwork. Maintain
minimum 10' separation from exhaust openings. Provide grille in WALL
with 8" diameter duct to unit.
Provide thermostat for each Unit - Honeywell, Trane or equal "on - Auto"
fan and "Heat/Cool" settings.
Ductwork shall have all joints and seams sealed with approved tape applied
with adhesive to make joints air tight. Ducts shall be reinie7�ced foil
faced 1-1/2" fiberglass insulation board (R-6 minimum), Flev duct shall be
UL 181 Thermaflex or equal with foil back insulatioo. Provid spin -in
connection with diverter and volume damper for each flex take -off from the
main trunk ductwork.
The Contractor shall furnish a complete matched -component HVAC system in
accordance with these drawings, local codes, and the latest editions of
NFPA 90A & 90B, ANSI 8-9.1 Mechanical Refrigeration, SMACNA, ASHRAE, and
State of Florida Energy Efficiency Code for Building Constrt'&ion - FLA -
COM/97.
The Contractor shall obtain all required permits and inspections from
governing agencies and furnish a written guarantee that all work shall be
free from defects in materials and workmanship for a period of one year
from the date of equipment start up and final acceptance. Manufacturer's
instructions and guarantees shall be given to the owner.
The Contractor shall be responsible for balancing the HVAC system to meet
the criteria on the plans and shall return to the site to re -balance the
HVAC system after occupancy to satisfy specific individual requirements.
Provide firestats for all units per mechanical and building code
requirements.
.3anH•ALUM
-KA I L 11,1 G �_
n
10'- 2"
8' 1Ll 0
A
'too
A: D U LT WA I T I`hJ G
10 110
0 0 1'Ze1"c&ie
(� � � ev,St. etc,
. 1 4'- p't
S
Iq�v't
® 5-`t
" N
G°�
16/14 =
50o I6"�} J
__iAR'ENT'5 WAITING
I (Pit t
low
a
A/� W'r wall
5euppe✓
Gv )
= WOM N'S R/R
4 ® _�_ 9' bit �H
n40
5)l F" l5p
a
te^
ae,J?r;( e
9 IIdr6
41110 eAit
�S
N t�
L VvTtz-
3"
3tr
PAUL WELCH INC.
Mechanical - Electrical - Civil Engineering
i
1984 S.W. Blitmore St. Phone
Suite 114 (561) 785- 968e
Port St. Lucie, FL 34984 Fax (561)785.9933
8
PA hl� ev MAINSI fti-,U, AMAIN BR
"DII BUS RAi GI %�
TYPO O. or ITE
tom
UUNtING1 Ii10ESS 13SpRFACE VOLIAGEI 12e�24e__I_tro
.KT,
4p
D
AMPS
DESCRIPTION
CKr
NO.
P
AMPS
DESCRIPTION
I
20
L-t'c-1 �,z Ear 11S
2
2
46
p, "Ll csl�)
3
4
I}
5
6
2
56
P/c. 6U (40
7
e
9
10.
1
4.0
Spec 1c
it
12
13
14
15
16
---
17
18
19
20
_
�1
22
10 Ioo/Z �[z
1e`I Exlsj' MGP
ELECT LOAD CALC'S
PER NEC 220
1500 SF @ 4.5 VA ................. 6750 VA
A/C NEAT ......................... 8000
WN (OPTIONAL) .................... 4500
EXT LTG .......................... 1000
TOTAL ........................... 20250 VA
�O
VA
=====_______ 84 A M
240
USE 100 A PANEL AND RUN
SERVICE TO EXISTING HAIN
w1,0-ALUM.
RAILIWG�-—_
0 0 I_i
�I EKG -
• A/C RF.(oc(.Tr
SAT• D1SF1 (MAST
LJ
a
o F L 002 P L A N o 1/411
FCA/dc
w
`I PAUL TMLC 11 INC.
Mechanical • Eledrical • Civil Engineeiing
L
1984 S.W. B8lmore St. Phone
Suite 114 (561) 785-9888
Port St. Lucie, FL 34984 Fax (561) 785.9933