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HomeMy WebLinkAboutSITE PLAN-FLOOR PLAN6 r ,.
Ile
6'NT —�� SITE DIiVIiL.OYMENT DATA:
d Legal Description: St. Lucie Buxiness Park Plat
vt-- Lots 8, 9, 10.
7-11Z —41
iL'j _0'' Zoning: PNRD
----
� � Land Use: Light Industrial
c�.H. PovE Water and Sewer: Domestic Water supply with septic
- _- -- tank and drain field both to meet '
St. Lucie County Health Department
Standards.
i ^".-O`T ll:A�INy 20 E
1 � j Cross Area: !p(p,C090 g.f ol;t 1,53 BC•Y'°�
Impervious. �IJ3�`I 5F
p-U-?N"TF Per vious: �LJ�311 Z F
I _a
Cround Coverage Bldg:
— - - — ---- ToTAL 0UIU:,1N4l 2O,b30 s.F.
I I �
(.0000
I �
I
—_-- I _.....
I I
I kA --- ----- Lot Coverage. 37 /
Square Footage of Paving
• +---- i - and Walks: 30,r2 SF.
-- —
I-� Parking: illAAcES
I ! IZEtkt11IzED
�la4GEg Idol.. Q N,c.splK,t4
I
p Loading : �QU IRS I Gov 1 DES I
GCcr RPT'Vt O f -*4r d Building Occupancy: Warehousing
�rPMrEi� Go�� - v t I I 4 b
—D �I
Surface Water Management: Excess storm water generated by the
construction of this project will be
(Drainage)
It T---- Z �Im.JRE collected, stored and disposed of in
;,TRuGiIDrJthe
WaterManagementaccordance with the regulations of
t. Lucie uDistrict. Thenty and South storm
1 sewer layout shown depicts the general
�- character of the systems, but is
• subject to revision during final design
ReFER 7b G/VIL pl�wy�1C�`z
FIN. FLOOR EL. n1olt2'ON f<LS•L- The final. design and details shall.
to the St.
-- -- —z submittedIt- be - EngineeringDepartLucie County
Department for their
review and approval.
Y Pavement Structure: The Pavement structure, method of
construction and testing requirements
shall conform to the "Standard Speci-
fications for Public Works Contruction
S -I LP in St. Lucie County, Florida ' adopted
J,p(j May 17, 1978, Res. No. 78-49.
- -a Landscaping: The existing Si to consists of scrub
L - - _ brush and pine trees. This natural
-- - A
h hall be left in Lace where
SITE PLAN
R A L P H
II 7 wiT GA IGMCLff 1-1" G.III
). BOUZA,
A.I.A.
1"=20'
I
Right of Way Landscaping:
Perimeter Landscaping:
Interior Lot Landscaping:
Hedges:
Ground Cover:
Paving:
LEGEND
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134
(305) 445-5043
Y d
grow[ s a p
practical. New landscaping shall
consist of such hardy Lrees as table ---
Palm, OQaks and Eucalyptus.
ALL. L.&HW -.- Pfa ARF1w- To " I9IJ-20/4rr-P "p ,?j T IF FSIIJt>
Suppliment existing trees as required N
with new trees above to meet code.
All trees shall be species having an A
average mature spread of 20'-/- and _
having a trunk which can be maintained P ` S1k4.e
in a clean condition over 5' of clear
wood. Tree species shall be a minimum �cE
of 6' overall height when installed.
= 4� TV- -CrJ44 o 1FIN wet A5 Go►+c
I Tf PEIz 30 L.F. ✓r IL4Y.0 C!6� - _ A&PIuS 0Lz;l a I�btix�l'�o c•ar
190 L.F./30 = -1 7P.EEs C1417 — — LV gar r-.a•R
I TREK PER Pao L,;;
541 L F / 5o = 10,�2 oPv o II rFLP .. NT' -r��
Ilia 1Lotl
P(toI -- I� 1�ts .
Provide a continous new hedge to form
a continous screen a minimum 2' high
along required right of way and
perimeter landscaping. NOTICE
Areas shown as grass sod will be NOT TO BE OCCUPIED
Bahia Type.
BEFORE FINAL APPROVAL
All paving to be asphalt except, BUILDING DEPARTM NT
noted.
SLE ATTACHED CONDITIONS
Hedge- Ligust rum
Tree- Sable Palm, Live Oaks,
Eucalyptus
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
/"'WED BY
-NS AND PERMIT
I --IF 1EPTONJOBOR
,TION WILL BE MADE:
ST. LUCIE INVESTMENTS
PORT ST. LUCIE, FLORIDA
ST.lkir
MAL COUNTY - FT. PIERCE
FIRE PRUEMMM BUREAU
BEVIEVY D BY LT. R. K. (LUG) T1 UNIL[40N
FOR C99E C€I(DPLIN CE
PH111 - 435-5355 DATE:
SUBJECT TO-
1 .ST. LLICT CO-H. PIUCE FlRF PREVOMff01M CODE
2. N FP A. UFE SAM CODE-IM
3 STATE M MARS UCS R & R
C: z 2k '
© COPYRIGHTED 1989 RALPH J. SOU A, IA SHEET
THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE
.
NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR A — 1
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HERESY SPECI- of
FICALLY RESERVED. 1
WRITTEN DIMENSIONS
ON THESE DRAWRIIGS
SHALL HAVE PRECE-
DENCE OVER SCALE
DIMENSIONS
CONTRACTORS SHALL
VERIFY AND BE RES-
PONSIBLE FOR, ALL
DIMENSIONS AND
CONDITIONS ON THE
JOB AND THIS OFFICE
MUST BE NOTIFIED OF
ANY VARIATION FROM
THE DIMENSIONS AND
CONDITIONS SHOWN
BY *HESE DRAWINGS
7CMECKE4
R.J.B.
DRAW N
COMM.
1G-69L
DATE
3/15189
a
Y
Ln
Ln
r'7
i
+" CEMENTED COQUINA SHELLROCK
COMP;-CT'ED TO 98% OF HAXIMUM
DENSITY PER AASHTO T-180
0.
00'02'06" W 120.00'
I
I
1" TYPE S-III A.C.S.C.
8" STABIL17ED SUBGRADE--75 P.S.I. FBI
COMPACTED TO 98% HAXIMUM
DENSITY PER AASHTO `-180
PAVING DETAIL
10�.
VO
PROP. ROAD EL.=11.54' 8" PVC W.M.
R42.:;PROP'ROAD
EL.=11.62'
�= 162'53'43"
R = 60.00'
T = 398.98'
L = 170.58'
CONSTRUCT FLUSH HEADER CURB -
INV. 9.26'
N 00'02'06" E
72'5'43"302$.00'
18.46'
L = 31.81'
i
I
CONST 25 L.F. OF 21" X 15" C.A.P.
® 0.1%I- INV. EL.. = 8.61' ----��
PROVIDE SOFT PLUG FOR FUTURE CONNECTION
FUTURE CONSTRUCTION
N
20 DRAINAGE AND UTILIIT EASEMENT --�
6'-8"
I
� m
i J
3,000P.S.I. CONCRETE
`101 I END WALL
i0
6" TYPICAL
i
FOOTING (TYPICAL)
8"
i
9"
#4 BARICONTINUOUS
� I
I
N
i
I
'BARS
HEADWALL DETAIL
60'-12" X 18" RCP WITH MITERED ENDWALLS ------ ---
F.H. ASSEM.
COrSTRUCT FLUSH HEADER
CURB
19" X 30" RCP BY ROAD NTRACTOR
BUSINESS PARK DRIVE
I
PROPOSED ROAD GL EL 10.80'
SFWMD PERMIT PROJECT CRITERIA
(UNDER CONSTRUCTION)
--._..-
.e . <�kF •�Fe..
NV. 9.14' INV. 8.92'
•�::el'..
1,
10 YEAR ROUTED 9tORM ELEVATION
= 9.29'
✓PERSDETAT. OL C. EN aLL
2.
100 YEAR 3 DAY STAGE ELEVATION
= 1 1.20'
1 -4'�
351.26'
3.
MINIMUM FINISHED FLOOR ELEVATION
= 12.00'
4.
ASSUMED IMPERVIOUS COVERAGE =
80%
-
INVI
8.50'
5.
ACTUAL COVERAGE FOR PHASE 1 =
12 =t
11.20'
,+rr 3200- GAL- SEPT-IC TANK
oo SfT.
I SEPTIC DRAINFIELD
Ali
gatructi-n
tt 9D
-
E
1t.9Q
Co
ST. T
PE 'A CURB
1. All bta,J. ",7..Ilx Florida
The St. Lucie County be nr,tif led
..• _ ti
-^�`'
J
_--
I
construction to a with the
Department of Trans CI''L ii n d-J9*Xr St. Lucie Count•
#k
10. Engineer and shall
for inspection of subgrade, base and as halt, at- ie+a a,c
p'- 9 P
p P a
requirements and speeiflost.r#A'l��r k-,., �$, a je,
24 hours in advance of subsegyyent construction.
96.00'
Roadwork within BusinCata;;4 y<^"i3W`0 T'4;gh,t-of-way i.s
'governmental
11. concrete pipe shall meet t1�'e requirements of. tLc,
subject to permitting a 4i'v; 'fs'v,41"b t11A
Florida Department of Tr$nsportation St.nndarrl
----,
authority having jur.isd. I``t
Specifications for Road andddddd Bridge Construe': jor:,
-
L- 2E1, r0'
^a', q;..
latest edition, Section 430 ar�d Section 941.
3. Disturbed areas shallr„Isr ' stored to their original
S disturbed
12. Beading be in rarer rrir, -F.
condition. All unpe�.'4Q'ci'q�ted, areas
and mulching shall performed
DECORATIVE "STAMPED"
CONCRETE
uT
during the constructs, ' rr, i.. �r�i and ntulched is
with the Florida Department. oll Transportati.:on
/-
ENRANCE SLAB FLUSH
WITH PARKING
;' "`
"1
accordance with Sect;,., g "t3fiAS Department ,Of
Specifications for Road an� Bridge Constrict;, -.,
AREA (TYPICAL)
I
.�"°'
� � �.ag „Ld` : i .,
Transportation speeifl t �:
latest edition, Section 570 and Ser.tion 98
e e
4 Materials for roadwa °" " shall
shall meet the requirements o Section 578 and
g
98
k l a 5' ( meet applicable requi 'earngtru¢tron as
fjl `'.TS f, --- L, outlined in the F1©#," ,. a , a,nsiaortation -13. upright handicapped signs ko be provided at a1:
1,__-�,.! I (FOOT) Standard Speca,f +fi.. on. handicapped parking spaces, 'in accordance with '
Manual on
" o }- w )., „¢,tlbr ale art Ant o'f Lucie Count requirements.
ohtrol Devices and -., :..
Oniaitpnsaripingnceb �h, um dLf icpP4'1 (Ty Lucie Y 9
1Qj' .1
z I F 9 �,
shall local ementedreo1uainalahe
w Transportation Standar � ac .b�a dY" Reflect,iue 1#. The Florida Department of �renspottation approved
I .`.'"'...-.'� be I norta accorddastti.oa �971:12 �),'uir%g coquina llrock is an approved:
<. Traffic Paint Sec )�, •
w .� ,r
PROPOSED I I p andsrd S,pec�f iget b s,'D'.or aReflert r Ova alternative to limerock.
---- ,, ,,,ly),• { Paint, the.: blorida AA at of ' Transportation 15. The contractor is to verify all existing stubaut
BUILDING Traffic
4 .--,- ....:._...,- I „e- .. f. Tr)&#fi>x Op$r-ation .;.Standards, r Manual onUn form: elevations prior to cGnytrur_,.ior, of on•
-ste
_ Tr`a £� eCt- i:l eesr unless �l✓¢! ;1, It, spec f ed on, the improvements. Coordination with building contractor
F.F.(= -12. 0' �. 10.75 ¢ - - rmi, ,1 y`ib' 7` 'a¢9 i4g,.a pd tnatkiz;g6 sha12 br t':ei:rr,-rl,lnstic is required of the site work Contractor.
0
D�`'I wW>xi5 -
1 _ _ V 16. Aluminum corrugated metal, pipe shai1 'nr - '',:•.
Ln - u
N -, o€ a ,,. in accordance with the requirements of AASHTO M-196 and the Flor, :.,
N Q 6$4'
1.62�� 11.40 ti,85 < s?orration Standard Department of Transportation Standard Sperifirtati ;.:,
.-...-...-_ ., .,ir. Traft'_c C�ntrnl Devices- for Road and Bridge Con+r ction, 1983 Edith,.,,
2.35%
ij _ Str, r, Si :ssh 1 t.e Sec Jt 445 Field loin` ra',l meet the Florida
,
_ L s
Iy w.
Dftpartmerit
E4gG of Tzar>por rat.•, ¢1
Section J ,'
n
c
. ' �n .,. -.i :.,' -�1' .s,e _ .3 c. :ry Reference architectural d.a incjtl fo. ..idewalK -a,
i / r -:. r: )I Refer .o DOT Standards for ni tcireri e,.c1-„
its 0 ,111.25„ - r,,, I- r.; handicapped ramp construction,
-- vI it,
,! 'edllstruct%3 ion details (Index Y21. .
O 10.75
19. D"inage sump to have "Goulds". sump p mp
•- 3 I 115V", 2 single phase, 1/3 hp dcwaterinq pin:.l>. or elsa-
DRAINAGE SUMP ;
CONST. TYPE C INLET ,, r" • I •• • .i: 20. All elevations shown .hereon are N:,JD (Nati-%na;
46.00 - GRATE EL = 7.80' yip ° - I - Geodetic Vertical Datum).
BOTTOM EL. = 4.80' zli, In
I�iy I 21. Project benchmark s a concrete "cut" nail at ' the
11 SB' §5 +c 00 northwest corner of the V Store -It building at 853.1
�11 0.0 ,. ,i,, 19' LEVEL �°' �'IR ,a �South Federal Highway eleiat..oc 15.07 fee_..
8.00' a alit,
&00 11r„00
it 00 (� 1 , '' f' <:'"' NOTCN THIS FACE 8" DEEP
10."P�5 e __ 1S' I FOR OPEN TNROAT
f0 15'
UUil 10.75' � 21/2 TYPE "E" GRATES ARE CASTED
`�i 2" 2 I F^+ I IN TWO SECTIONS
FLUME I
1/2• CHAMFER
.0
1
- CONST 30 L.F. OF 1-1/2" GALVANIZED
IRON PIPE - INV 8.3'
Y
W
21A'
2 N'
�•,; � ��
a�
TYPE
INLET
DIMENSIONS
MAX.
SIZE
R.C.P.
A 1
B 1
C I
D
E
C
2'-0"
j-I'
2-4"
3-01
I I"
18"
E
3-0'
4'•6"
3'-4"
4'-4'
1'-5"
30"
E MODA
3-0"
4-fi'
3'-4'
44'
1'-5"
48"
0
>L
C
I
"1 -
J I-2
NOTE. PLAN FOR DETAILS WHEN
2'-a t-2 V2
(1) SEE STD.
USING THIS TYPE INLET WITH VALLEY
IF OF ASPHALT
PLAN.
[IrI.-�.1-Il-1r��,j
GUTTER ROAD SECTIONS
2'-jI-2'
-+I-I V2'
(2) FOR MORE INFORMATION SEE D.O.T.
A V4' A
I{...�"
GRATE
1984 STANDARDS INDEX No. 232.
EDGE OF PAVEMENT
2 I,V' 2
6RATE
EL 10.75'
GENERAL NOTES
2' CL.
I
BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4"
L1.t- 6" Fr 4 9ARS
t IZ aC:.. r FOUNDATION MATERIAL; WHERE MATERIAL UNSATISFACTORY- FOR FOUNDATION
I q Ma I IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO
- �4 BAR CONTINUOUS i M SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WITH CLEAN SAND. /
"A" CURB DETAIL 3 4" THICK _ - GRATES: CAST IRON GRATES IN ACCORDANCE WITH FLA DO.T. SPECS.
CONCRETE - FOR TRAFFIC BEARING GRATES.
-T
'OP OF ASPHALT FLOWLINE � 3[E GENERAL NOTES
INLET DETAIL -
SECTION
NUOUS
HEADER CURB DETAIL
EL. 8,50' I
FLUME DETAIL
p: 4tiL2fi
t
n �*
t Y
e
6d 1!!! 1!!!
e
141 qLP 1!!= P RA. 19! 141 F
LJ L1U ULLlLI I� jD DOOZU U LJ LlD� D L/ L1D 6 Il 11 c IJ ll � �I Ec IlD 0 DRAW o
ARCHITECTURAL
A-1 SITE PLAN
A-2 FLOOR PLAN a O D
A-3 ELEVATIONS & BUILDING SECTIONS
A-4 WALL SECTIONS
A-5 DOOR & WINDOW SCHEDULES, DETAILS Q O a Co
MC�MQMOCQL AND
A-6 SITE DETAILS & ROOF SPEC.
ELECTRICAL EHQI 1 EENS
STRUCTURAL
S-1 FOUNDATION PLAN
S-2 ROOF FRAMING PLAN
S-3 SCHEDULES, SECTIONS & NOTES
ELECTRICAL
EM-1 ELECTRICAL SITE PLAN
^L
WRITTEN QJMFNSIONS
E-1 ELECTRICAL FLOOR PLAN
ON THESE DRAWINGS
SHALL HAVE E-
DIMEN OVER SCALE
E-2 PANEL, RISER DIAGRAM, NOTES & LEGEND
DIMENI CONTRACTORS SHALL
VERIFY AND BE RES
PONSIBLE DIMENSIONS
FOR. ALL
DI
DMENSIONS AND
CONDITIONS ON THE.
JOB AND THIS OFFICE
MUST BE NOTIFIED Of
ANY VARtAT1ON FROM
PLUMBING
THE DIMENSIONS AND
OD NDITIONS $MOWN
! BY
THESE DRAWINGS
P-1 PLUMBING FLOOR PLAN
CHECKED
R.J.B.
DRAWN
COMM.
10-89L
© COPYRIGHTED 1989 RALPH J. BOUZA, Al SHEET
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134 ST. LUCIE INVESTMENTS DATE
7 A THIS ARCHITECTURAL DRAWING Ig GIVEN IN CONFIDENCE.
R A L P H J • B ® U ` _ ' W USE OR DISSEMINATION OFTI H MAY HI MADE WITHOUT PRIOR 3/15/89
A • � • A • PORT ST. LUCIE, FLORIDA WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW
(305) 44 5- 5043 RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI- OL
FICALLY RESERVED. 1
4
p
p
0
SITE PLAN
190'-0"
N 7
11 I
cam. N. A.p�Ov E
' �•r�l' � N 0 I
19 •„ 'd
-} -r
LCADIN rR ZONE
Gl�ol 4a� oil
I �
I
? I(
V-i I ,?
1 -F-Z' 0
—�, - I I
--------------- -- - - - - - - - - - - --
vr'wP.�rlvlE - � I
I 0
�-w �'rcrnrn, fi I
-----
-` T---------------\
I 2 C_
M \V
7
_ 1
----r-5TOt3� C.Bf.S------------
° FIN. FLOOR EL. ��bl �I.{-roW r�GS.L
4-
_ Z
I�
I I
UP
I I I I
2Tav_ I—
fpl I 1_��I'DII _ O_ 1 � 131^O
— 1 -
_
a I I o
• I
I
.a- I -
I =
- 33
�.
-�
I:. Mill 1v��llrllIp�1•oll 149�11 I:
— cl-fi - --
C.
r�rAe?HAi-T
�•; I � ' `' =�Y�E
I I I i ICI I I I I
TYPE ev--III
Q, Q oyehL 49 ce0EflT6L? CoQulnl,* ;�;HeLL 1
ova 011 FtrP LEIO SUPXs9^Pe -
IP
2.co-a RL TYP) I�1-n I
Of
PA41VIFWAY r pWwE f,(
I
erJrRY I.1rx1NP
�JIUIFI
R A L P H
��•••• NNE
I9oL�n
f✓r��gti Ott E
1. BOUZA,
A.I.A.
c;�CT�_c�Tlo� -
1
2EtV� r© ri�JILWI1�G15
pvl 14 cl, LfrlurY
SITE DEVELOPMENT DATA:
Legal Description:
Zoning:
Land Use:
Water and Sewer:
Gross Area:
Impervious:
Pervious:
Ground Coverage Bldg:
Lot Coverage:
Square Footage of Paving
and Walks:
Parking:
Loading:
Building Occupancy:
Surface Water Management:
(Drainage)
Pavement Structure:
Landscaping:
Right of Way Landscaping:
Perimeter Landscaping:
Interior Lot Landscaping:
Hedges:
Ground Cover:
Paving:
LEGEND
-,4-A....-
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134
(305) 445-5043
St. Lucie Buxiness Park Plat
Lots 8,9,10.
PNRD
Light Industrial
Domestic Water supply with septic
tank and drain field both to meet
St. Lucie County Health Department
Standards.
o(v,(090 s:f 02 1,53 6cre
51, 319 S.F.
15,311 5.F•
TOTAL OUILpI N:� 20,&30 s. F
IZ 1�►Ys c�, 123� S,F. t
PEA
32�0
�¢q b F.
�EgL1 IRED I 'I 500 S.F. o� �}2aES
Pfzo./IbE.i� '#� sgacrxg I�IcL. 2 N.c.�}laes
FzquIpap I pf'.0VIpED I
Warehousing
Excess storm water generated by the
construction of this project will be
collected, stored and disposed of in
accordance with the regulations of
the St. Lucie County and South Florida
Water Management District. The storm
sewer layout shown depicts the general
character of the systems, but is
subject to revision during final design
REFElz ,''b G!V/C. Dla�4w//J(js
The final design and details shall
be submitted to the St. Lucie County
Engineering Department for their
review artd approval.
The Pavement structure, method of
construction and testing requirements
shall conform to the "Standard Speci-
fications for Public Works Contruction
in St. Lucie County, Florida " adopted
May 17, 1978, Res. No. 78-49.
The existing site consists of scrub
brush and pine trees. This natural
growth shall be left in place where
practical. New landscaping shall
consist of such hardy trees as gable
Palm, Oaks and Eucalyptus.
ALL A -E^-- TO R•& IRRF-<+rNi&n
Suppliment existing trees as required
with new trees above to meet code.
All trees shall be species having an
average mature spread of 20'=/- and
having a trunk which can be maintained
in a clean condition over 5' of clear
wood. Tree species shall be a minimum
of 6' overall height when installed.
I TRf E PEF
190 L.F,/3�=10.3'S �(toPveEp � �Es
I iwEE pe(t 5o L.F.
541 L.F 60 = 10412 �gororvw 11 TF-ea s
PPoPos�P I!P 7W!s .
Provide a continous new hedge to form
a continous screen a minimum 2' high
along required right of way and
perimeter landscaping.
Areas shown as grass sod will be
Bahia Type.
All paving to be asphalt except as
noted.
Hedge- Ligustrum
Tree- Sable Palm, Live Oaks,
Eucalyptus
ST. LUCIE INVESTMENTS
PORT ST. LUCIE, FLORIDA
IFjV nit
Coil
-PM M,NJp
-- -: --
G'I_L
vv
,._. _ /-�}`- .�.. y T'bY .tiuo }'. I N • air ' �j° GoN C
XIj ��• I LZN711fa {7lGC.li.. 17' 811X91e0Wr_,CAP
r'5 r-*r. s h1T .—_L p.1/ I it6 P�a►R .
COPYRIGHTED 1989 RALPH J. BOUZA, AIA SHEET
THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE.
NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR A
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW A
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI-
FICALLY RESERVED.
WRITTEN DIMENSIONS
ON THESE DRAWINGS
SHALL HAVE PRECE-
DENOE OVER SCALE
DIMENSIONS,
CONTRACTORS SHALL
VERIFY AND BE RES.
PONSIBLE FOR, ALL
DIMENSIONS AND
CONDITIONS ON THE
JOB AND THIS OFFICE
MUST BE NOTIFIED OF
ANY VARIATION FROM
THE DIMENSIONS AND
CONDITIONS SHOWN
BY THESE DRAWINGS
CHECKED
R.J.B.
DRAWN
COMM.
10-89L
DATE
3l15189
B
A3
It
- - f -
11 1 it 1 11 it -TLall I I' -11-a 14 �v lz te to to
'J
io"H.e',L ,
L
it
I lb 11 it
: -'r'j L
X TF,
-7j
1241 411 (D 11
AV
L
.......................... 7
ol
WRITTEN CIMENS$0
I' it 14. 1 -a 11 S"A M151 DRAWN ON I
LL HAVE PRE(
DENCE OVER SCA
.0 DIMENSIONS
CONTRACTORS SHA
VERIFY AND BE Al
------- PONSISLE FOR. A
DIMENS ICONS Al
CONDITIONS ON T
JOB AND THIS OFFI
MUST BE NOTIFIED
ANY VARIATION FRI
THE DIMENSIONS A
CONDITIONS SHC
By THESE DRAWINI
CHECKEC
(A >4
FDRAWN
FLOOR PLAN 1/8
COPYRIGHTED 1989 RALPH J. BOUZA, AIA SHEET [)ATE
If RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI- of
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134 ST, LUCIE INVESTMENTS THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE.
NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR A-2 3115189
R A L P H B 0 U Z A (305) 4 4 5 - 5043 PORT ST. LUCIE, FLORIDA WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW
AF 45426
Rl
NORTH ELEVATION
II E.S (T-rP)
14
�I`:._ ._ - t�' TF �c , f l l'� • � "( LI Gvd - 3'k1 ---- 3 ,
Rfko i f (j IG? -
_ -s
r7P ? CT
�� 1"fr• 1 � f �
INN11 LoH, marIEt7 _. _ — r ��. "
EAST ELEVATION
4
(D L 0
1/8" WEST ELEVATION
--------- - fi_. )9 I e l l
o.
10
fry T._. _' I -"-- .. .. ... -. _ � •
T•v• ��
0 2 CO U �)Lm O L
1/8IN
,— �EMEecI—i x rr— (TYP)
W. HTL. '5cdfP'EFz
I CofJT co`x(ol (---lUTTr:;z
- - --- --- col rule WATe�
-�2�1SOl-jli- __ tAGErZ
0
1/8 "ll
SOUTH ELEVATION 1/8"
BUILDING LONGITUDINAL SECTION
BUILDING CROS
e
R A L P H
a
�olsT (tYr
,lilll l.l;_LLI� 1 1�,1
Exjev r�osouQT II , ,
ji
a;
IL ie
CO O 0
f_
O.+••1 Goo¢
G1 �J O
4 i„ I RI 2l�
;- ® or p t,& aET
I
--gTeEl,''U6r= c.oL. (TY'P) -` ---- ----- - I - p --- -- _----
�
►e,
uI� III 151-0I
4 GOHL. SLAPS OH V4Q02 —iV ---*
P�ARlalc¢. (Yq.
T• ) i _ h v I- o I I T• v. cot�c• 6U,�r�
I
v.wrt. ��Inloow
I (i `tom•)-1
' Lam._
li
S SECTION 1/8"
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134 ST. LUCIE INVESTMENTS
J• O 7 L A A • ' • A • (305) 44 5 - 5043 1 PORT ST. LUCIE, FLORIDA
f
OL -4-11
ro.j.
y� �y
1/ 8"
WRITTEN DIMENSIONS
ON THESE DRAWINGS
SHALL HAVE PRECE
DENCE OVER SCALE
DIMENSIONS.
CONTRACTORS SHALL
VERIFY AND BE RES-
PONSIBLE FOR, ALL
DIMENSIONS ANO
CONDITIONS ON THE
JOB AND THIS OFFICE
MUST BE NOTIFIED OF
ANY VARIATION FROM
THE DIMENSIONS AND
CONDITIONS SHOWN
BY THESE DRAWINGS
CHECKED
A.J.B.
DER• A- W N
I
COMM.
6' � 10-89L
© COPYRIGHTED 1989 RALPH J. BOLIZA, AIA SHEET
DATE
THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE.
NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR A — 3 3I15189
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI- 0 t
F ICALLY RFSFRVEO 1
4
r
L.
a
SECTION
1/2„
R A L P H
+4C1 02
_-
+1-Il-vll
T o- OTIL ;ote7
OI
- Lr TAT. Flr' s-TiloGp
oft [-`IrTAL Ip.TN•af4
rou MTL, 4-rjpS u
Coll p,o• I T-7f
I(D (iAU!ag (.,TIP)
K0LL tJ:::�
lzr,e A. 1E 11�-,L
R
SECTION
1/2"
10 BOUZA, A.I.A.
I
o�
I
/'z BT'L
G•`�T IN c:;117Nc•
aLo�G 4-fTN 51p�,;
U� To c7-a II,
11 ;
-- - - ------ - ------ 4 c,�•Jc • c3LA13 o%ii
rNI�R WALL Gcl-�I"f,cTEJ� ,
DILL•
!1 II
¢II 1{ x 3I.c4r �c fdil
LNG Lip 11 L TU Garr
!� PFzoN f c -
I s; boW�l.-Pvurf� 140"L�P) i
I �I
�vo
ram• G>t�c. 5 �fit5 i
�.�wlslblMRwYrr.�•+fit. 1�.,.w'iAs��.sa�a?�
- i
•
SECTION
1/2"
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134
(305) 445-5043
� T'o- f�t�•w�T•
I�
ME
- r TICi�31�1L�T off,
All •
' 2 # 5 cant?• (T-�?)
+ III -ell
— -� #4-c 4 n �TYrJ
'F III -op
--- - a, - rL Jao •r
I
LT, TEXT, P!ni. v•rJr'Gp `/
it
77
-- �N of ✓la�vraR
T7
I=1hJI
- LT'
1
C ICJ"ri• li • ( Tj')
ry (24ALir1oL
I
705, ° +�1 �1t
s -o
fbr!•
I I I
II I I II
�._.._._-_.__. ._ __ _ ---__--- -__ _ _ . hI N I TE ,�*L IJM • FRAr1kb ; ,
sT'L TUf3re, '_ov II II
kI F_L a W -ra o I Ix o I x /¢ "
IOEk"
I I
I
o ya' - y-4,
I , 4
E. (61-r, UCT, vlaGjE•)
ST• LUCIE INVESTMENTS
PORT ST. LUCIE, FLORIDA
WRITTEN DIM€NSIONS
ON THESE DRAWING$
SHALL HAVE PRECE
DENCE OVER SCALE
DIMENSIONS.
CONTRACTORS $HALL
VERIfY AND BE RES
PON'"LE FOR. ALL
OIME NSIONS AND
CONDITIONS ON THE
JOB AND THIS OFFICE
MUST 8E NOTIf1ED OF
ANY VARIATION FROM
THE DI NI All
OONDITIONS SHOWN
BY THESE DRAWINGS
SECTION � " m"
r1 R.J.B.
1/2 A4
DAawn�
COMM.
10-89L
© COPYRIGHTED 1989 RALPH J. BOUZA, AIA SHEET
DATE
THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE.
NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR
—w � 9/1S/89
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW A
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI-
FICALLY RESERVED.
DOOR SCHEDULE
MARK
SIZE
MATERIAL KEY
ALUM./GLASS A
FINISH
PAINTED
Frame
mat./fin,
PAINTED
THRESHOLD
ALUMINUM
REMARKS
W/ TRANSOM 81 CLOSER
lD
(2)3'-OIIX6'-8"X13j
O2
3'-0"X6'-BI'X 13/d
ALUM./GLASS B
PAINTED
PAINTED
ALUMINUM
W/ TRANSOM 81 CLOSER
IOI-o"XI�'-O"XI"
METAL C
PAINTED
PAINTED
NONE
o•H FZvLL'wq T'(PE
O I
A
0
I
v
WINDOW SCHEDULE
MARK
SIZE
MATERIAL
KEY
FINISH
REMARKS
Op
4'-O" X 81- 0"
ALUM./GLASS
I
PAINTED
W/ DOOR FRAME B DOOR TRANSOM
g
121-0" X 8'- 0"
ALUM./GLASS
2
PAINTED
W/ DOOR FRAME d DOOR TRANSOM
71 - 2"
4'
15'
- 011
3'-
0" L
4'
- D'I
L
4' -
0"
4' -
01'
3
O
O F-01:- /1(. Wlihi_z i UNIT
O O
V_Ijor._ OUT
NG WINpoW IJNI(
R A L P H 1. BOUZA, A.I.A.
12" X 12" X 22"
METAL SCUPPER /
HEAD W/ 6" X 2" —
OPE INt.
Wl l� cr GorJT To. L
t1 UTTe F-.
GALVANIZED METAL —
STRAP.
6" X 6" GALVANIZED
METAL LEADER. —
GoNf, COI' �`:7MIIJi.n
d/ cl 4Av EL.
BUILDING CODE.)
INSTALL METAL SCUPPER 4" H.
B FLASH AROUND CANT. 8 UNDER
CAP FLASHING WATERPROOF.
SCUPPER DRAIN DETAIL
SCALE: 3/4" = 11 - 0"
1/2" THICK DRYWALL ONE
I X 2 P. T. FURR. (FUTURE)
I-'1,C ,
CONT CAULK
I X 3 P.T. WD. BUCK
ALUMINUM FRAME
ANODIZED WHITE.
HEAD 81 n
JAMB
ALUMINUM FRAME MULL
SEE NOTES.
RETURN DRYWALL FIN.
BEYOND. (FUTURE) N•
�&vx
RETURN DRYW
BEYOND. (FUTU
ALUM. FRAME.
SEE NOTES.
I X 3 P. T. W D.
1/2" DRYWALL
I X 2 P.T. FURR
WINDOW
1'1CTA 11
SCALE: 1 1/2"=1'-0"
STUCCO RETURN
CONT. CAULK
1/4" PLATE FIXED
GLASS IN RUBBER
GASKET.
WHITE VINYL
RUBBER GASKETS
STUCCO RETURN
WHITE VINYL
RUBBER GASKETS
SLOPE STUCCO
FIN. @ SILL ONLY.
8" CONC. BLK.
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134
(305) 445-5043
MULLIO
BUILT-UP ROOFING ON
I" RIGID INSULATION —
STEEL ROOF
DECK.
SKYLIGHT
N. T. S.
8" CONCR.
BLOCK -
DETAIL
TYPICAL STUC
SCALE 11/2 = I - 0
GLASS IN RUBBER
GASKET
LINE OF STUCCO SILL
MULLION 4
NOTES
JAMB 5
1/811 PLASTIC DOME IN
SELF FLASHING FRAME
311 x 4" x 3/8" L. L.V.
SPAN BETWEEN JOISTS
d SIDES OF OPENING.
- I COATS (5/8")
STUCCO FINISH.
1/2" MINIMUM
-APPLY 3 COATS OF
STUCCO AT RAISED
BAND. SEE ELEV.
FOR LOCATION.
I COATI STUCCO
FINISH. tTYPICAL)
I X 3 P.T. NAILER.
I-. ALL ALUMINUM FRAME TO BE ANODIZED WHITE FINISH ES.P.
2-.ALL CAULKING TO MATCH FRAME COLOR OR CLEAR.
3-. ALL GLASS TO BE 1/4" PLATE OR 1/4" SAFETY GLASS
WHERE REQUIRED.
4-. GLAZING CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT
FOR APPROVAL PRIOR TO FABRICATION.
ST. LUCIE INVESTMENTS
PORT ST. LUCIE, FLORIDA
TA I
© COPYRIGHTED 1989 RALPH J. BOUZA, Al SHEET
THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE.
NO USE OR DJ95EMINATION MAY BE MADE WITHOUT PRIOR A
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON UAW
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI-
FICALLY RESERVED. 1
WRITTEN DIMENSIONS
ON THESE DRAWINGS
SHALL HAVE PRECE
DENCE OVER SCALE
DIMENSIONS
CONTRACTORS SHALL
VERIFY AND BE RES-
PONSIBLE FOR. ALL
DIMENSIONS AND
CONDITIONS ON THE
JOB AND THIS OFFICE
MUST BE NOTIFIED OF
ANY VARIATION FROM
THE DIMENSIONS AND
CONDITIONS SHOWN
BY THESE DRAWINGS
CHECKED
R.J.B.
DRAWN
COMM.
10-89L
DATE
3115189
0 O
BLUE BACKGROUND, WHITE
O 4 SYMBOL B BORDER. — - — -
12" X IG" PLAIN BAKED ENAMEL
e 12" X 19" REFLECTIVE 514CETING
W/BOLTS B HOLES (2)
FOR MOUNTING. --------TT1T--
--
.-
PAR i tNIG BY
DISABLED
WHITE BACKGROUND, BLACK PERMIT
LETTERS B BOARDER.
r '1
A
LM
i 12
IU. CHANNEL TYPE
HEAVY RAIL
SET IN col
(MIN. 12" ).
HANDICAP SIGN DETAIL
NO SCALE
ST0
30" X 30"
STD. STEEL POST
STOP SIGN RI- I
NO SCALE
4. N
I "
Em
--�
E
NI
PAINT TRAFFIC SIGN WHITE,T.
MIN. 0.15 MILS THICKNESS.
TYPICAL, TRAFIC ARROW
I,
n
ELEVATION
NO SCALE
5/111I' CIA. HOLES
I IF
PLAN
4 yR �— 1 Ile —. .
NOTE +�R- I 5/8" DIA.
ALL CONCRETE— HOLE.
SHALL BE CLASS "B" I I
NO SCALE
�n I
j, 2 0 3 CONL
I' 1/2" DIA. PIN
IF- s" LONG.
SECTION
X
_ ! { F log -oil
I I
IO I - 0 10' 0• l S - OR r 1! - OR ` I D - O
REGULAR SPACE REGULAR SPACE d PLANTER ISLAND HANDICAPED SPACE REGULAR SPACE
PARKING STALL DETAILS
GR cults
PLANTER
ISLAND
A0,4
IR P
i
HANDICAP
SYMBOL
P WHITE.
I" Jf--100 DI
Sol
21t" B• _
-- -7
Bel
I - y
T— BUILDING LINE
O
70
TIRE STOP
411 STIPE
WHITE R
O
i-
NO SCALE
Manville
U.L. Classifications
Class A
Max. Slope: 3"
Deck: Non -Combust.
8 Combust.
Insulation: Fesoo,
FesCore, Fesco-Foam,
UltraGard, UltraThane,
none
Surfacing: Gravel
Class 8 ("a Class A)
O
I
O
N
Three Ply Specification No. 3 G I G
Gravel -Surface For use over Concrete or other
Fiber Glass Non-Nailable Decks and Fescos Board,
Built -Up Roofs Fes -Core(;' Fesco-Foam l UltraGard
Gold"or Approved Insulation on
Inclines of up to 3" per foot
For Regions 1, 2, & 3
Approved
Insulation
or
Non-Nailable
Deck
Concrete
Primer
(if required)
Asphalt
11Va"T
Exposure
Class C (see Class A A B) cr
Lei- -
u � N
C O OO
TIII GlasPly® 0 Premier 0 P
N ~GlasPlor
y® IV- 0 Gravel 0
O or Slag o
�0 00 0
Asphalt 000 00
.01 General .03 Application of AOOfmv
This specificatlofl is for use over any type of structural Starting at the low eoge aplply one 12" wide, then over
deck which is not nailable and which offers a suitable that one 24" wide, tw ovEa both a full 36" wide GlasPly
surface to receive the roof. Poured and pre -cast con- Premier or GlasPly IV Following felts are to be applied
crefe decks require priming. full width, overlapping the preceding felt by 242/3" so that
It is also for use over Fescoxi Fes -Core"', Fesco-Foam", at least 3 plies of left cover the substrate at all locations
UltraGard Gold ToI or other approved insulation which is Install each felt so that it shall be firmly and uniformly
not naifabfe and which offers a suitable surface to set, without voids, into the hot (at EVT) asphalt applied
receive the roof. This specification is not to be used just before the felt at a nominal uniform rate of 23 lbs
over light -weight insulating concrete decks either per square over the entire surface.
poured or pre -cast or over fill made of light -weight Flood the surface with the appropriate Asphalt
insulating concrete, depending on the roof slope, at an approximate rate of
Note: All general Instructions contained in the current 601bs. per square and while it is still hot embed therein
Manville Roofing Systems Manual shall be considered part of an acceptable gravel at the rate at approximately 40C
this specification. lbs. per square or an acceptable slag at a rate of
Flashings: See section on BUR Flashings, Manville approximately 300 lbs. per square.
Roofing Manual. Nailing: Nailing is required on inclines of 1" per foot or
.02 Materials per 100 sq. ff of roof area more. Refer to Para.8.14 or 10.5.
Concrete Primer: If required . . . . . . . . .t gal.
IE N T Felts: GlasPly® Premier or GlasPly® IV' ......3 plies
Bitumen: Refer to Para.7.2.3 or 10.3
Surfacing: Refer to Para.7.2.4 or 10.4
Approx. installed weight (Ibs.): 465.575. *GlasPly Premier required for No Dollar Limit (NDL)
Guarantees.
E�
STRAIGHT 6" CURB
R A L P H 1. BOUZA, A.IeA.
010 SCALE
1
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134
(305) 445-5043
ST. LUCIE INVESTMENTS
PORT ST. LUCIE, FLORIDA
WRITTEN DIMENSIONS
ON THESE ORAW'HGs
SHALL HAVE MECE
OENCE OVER SCALE
DIMENSIOFJS.
CONTRACTORS SHALL
VERIFY AND BE FES.
PCHII FOR. ALL
DIMENSIONS AND
CONDITIONS ON THE
JOS AND THIS OFFICE
MUST BE NOTIFIED OF
ANY VARIATION FROM
THE DIMENSIONS AND
CONDITIONS SHOWN
BY THEY DRAWINGS
CONTRACTOR SHALL VERIFY ALL
DIMENSIONS
AND NOTES BEFORE STARTING.
C COPYRIGHTED 1989 RALPH J BOUZA, AIA
date
SHEET
COMM
3115/89
THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE
drawn
NO USE OR DISSEMINATION MAY SE MADE WITHOUT PRIOR
A-6
10-89L
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW
-
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI-
Checked
0 10
of,
l
_
_
, ...
a
Ip
GENERAL CONDITIONS
1. DRAWINGS FURN I Siu_rl
'?he contractor will be furnished TWO sets of drawings and
�zpecif:ications without charge. Tha Contractor shall pay
ahk= c-ost of reproduction for any additional copies of the
drawings and specift!calitons furnished to him.
2. LAYING OUT WORK
The contractor shall layout his own work and be responsible
for measurements as shown on the drawings, to dimensions
if shown, to scale if not dimensioned. Exercise special
care along property lines and easements. Should benchmarks
or monuments be disturbed or destroyed during the course
of the work, they shall be replaced at no cost to the Owner.
3. EXISTING UTILITIES
Care shall be taken not to disturb or damage existing utilities
and underground improvements. Any damage to these• Iat•ilities
caused by the installation of this work will be repaired
by the Contractor at no cost to the Owner. Where• underground
construction or obstruction will not. permit the work to
be done in accordance with the drawing it satisf;ti•tol,y aller•native
will be designated by the designer.
4. PROTECTION
Methods of protection shall be maintained at all times
as required to insure all persons and property against
injury and shall be maintained until the eompletion tit
all work.
S. OWNERS REPRESENTATIVE
The designer shall be the Owner's representative during
the installition period. lie has authority to stop the
worK it ❑ecossary to ln:.ur1, its proper* ex(-rutiot1. The
designer shall ha.;e the right r.-Jt.ci, at ar,y ,lagt• of
the operation•4, an) Lind a]I work which, to hi- opinion,
does t.o! meet the. rt•qui rewen to-: ut tht•xr• speCjl Ira1 Ion-.
G. CHANGES IN THE WORK
The Owner may order changes fn the work, the• ConI rat Nulll
being adjusted accordingly. AI i such orders ;ol(1 ad lu:;lmt•nt
shag I bt• in writing and accepIt•d by the Owner br•lor execu-
ting work involved.
LANDSCAPE
1. SCOPE
The scope of the work consists of furnishing all plants,
Matt -
equipment, necessary specialities and labor
required for the installation of plant and other materials
as shown on the drawings.
2. REFERENCE PUBLICATIONS
The following standards form a part of these specifications:
1.) Florida i3epartment of Agriculture "Grades and
Standards for Nursery Plants"
2.) American Joint Committee on Horticultural Nomen-
clature "Standardized Plant Names Dictionary"
3.) "The Manual of Cultivated Plants" (L.H. Bailey
1949 edition).
4.) "The American Standard for Nursery Stuck" (1973
edition).
3. INSTALLER QUALIFICATIONS
Landscape contractor to be regularly engaged in the
installation of living plant material. Labor crews
shall be controlled and directed by a landscape foreman
well versed in landscape installation, plant materials.
reading blueprints and coordination between the job
and nursery. The landscape contractor shall carry any
necessary insurance and all of his workers shall be
covered by Workmen'e Compensation Insurance.
4. SCHEDULING
Coordinate installation of irrigation system with landscape
installation to avoid damage to either. Irrigation
installation shall precede the installation of plant
material.
Install trees, large B&B material, shrub- and ground
r.ovor plants before lawns are installed.
5. MATERIALS LIST
Plant species and size shall conform with plant list.
The quantities given in the Plant List are for the conve-
nience of the contractor. The Landscape Contracto"
Shall turnlsh and plant all the plants required ti, ,,,mplt-tr
the w,o,k shown on tht• ill an.> and In thud, gip,•, I I I, I11 Isms.
4
fy�/l �I 7
-1�
a=! � '11L 7� '7 OV6'.+-•• •� )Z • Y w � �•�PR� `df Z .�A�� �� `1J
®U G. Ke__ F
95CT- TFiaim TO
�:sINAl-
aRAlD�
�lZ•"1PS01�.-
I w
•' y �_.'_",.ems „'
IYwW_ualq ,
m.�,.n -eve=� 1 luawitn r},•
� uu-ul��il=tltl= i
="auY'
J =uurP
•� - A Z,rx 2„ 3
V�7D �', i�K1E•�a
I
TYPICAL TREE PLANTING A
::O SCALE
sr
6. PLANT MATERIALS
All plant material shall be nursery grown unless otherwise
noted. Plants shall be graded Florida No 1 or better
as outlined under Grades L Standards for Nursery Plants,
State Plant Board of Florida. Plants shall be measured
before pruning with branches in normal position. Plants
must equal or exceed the measurements specified in the
plant list which are the minimum acceptable sizes. Those
plants specified as specimens are to be approved by
the designer before being brought to the site.
Plant materials in containers shall have a well established
root system and shall not be root bound. All plant
materials not in containers shall be balled and burlaped
and dug with a firm natural ball of earth. Balls shall
be firmly wrapped with burlap or similar materials and
bound with twine, cord or wire mesh. The minimum ball
sizes will be in accordance with "Grades L Standards
for Nursery Plants, Part I1". No plant shall be accepted
if the root ball has been cracked or broken. The balls
of balled and burlaped plants which cannot be planted
immediately on de'ivery shall be protected from drying
winds and sun. Match plants used where symmetry is
required as nearly as possible.'
Substitutions will be considered only after award of
the contract and then only for good cause and as authorized
by the Designer. Should any materials be found to be
unobtainable prior to bidding, the Designer shall be
notified in sufficient time so that he may change the
specificatins for the benefit of all bidders.
S. PLANTING SOIL
Planting soil shall be sandy loam and shall contain
a minimum of 25% of decomposed organic matter. Soil
shall be free of coarse sand, stones, lumps, clay, sticks
or other foreign material. Soil shall be deliverd in
a loose friable condition. Marl shall not be used in
ground cover planting beds.
9. PLANT PITS
All planting holes shall have straight, vertical sides
and flat horizontal bottoms. The diameter of a hole
shall not be less than twice the diameter of the rout
ball or twenty-four inches (24") greater than the cool
ball; whichever is smaller. The depth of a hole shall
not be less than six inches deeper than the root ball.
The space under and around Lhe root ball, within the
hole, shall be filled with the above specified planting
5uild. Air pockets shall be eliminated and the soil
Compacted by watering.
..-• Y'�� .dam • I •. / 4 VSt
c GeV wlp4l�Lfe - Itv cA�� ,N �4 AW7-70'vasTU "IRHIts_
IIV �Tli L.l-�5."i A�CX1T TRf2..1� ���
-�,Y' � Gu•r w1
� FiraS - tz' �ICA.•ItPi t.-.1 �i,4'
tl 5 F3UHBH�e HQG� W Hi±�l@
\ / C1AMP rt� FitCn�Ovw[. M �/
C•zUY W,tNIE
r
i=�.Pc't'44 r .�F%M 'r'� ORNATE � CJfsADi,MN F� � _� TUfZ'rl r�L-�-L•�.L�s
AIJ- - OFR - C.;'
t1
(� GUT 3
�SrAM�3
C-J•��NirA Pt'MA!
'-•' ;� DIYI?<Ilu Stu_ WIRC� .2 N�ULLs� �.�F-1 ®�_ T"C� ORCa1t•Ja,L_
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SPECIMEN TREE PLANTING
NO SCALE
1.0. PLANTING PROCEDURES
All plants shall be installed in accordance with the
best horticultural practice. Trees and shrubs, except
as otherwise specified, shall be set on the proper amount
of planting soil in the proper size of planting pit
as specified above so that, after compaction, the top
surfact of the root ball will be flush with the final
grade. Set plants straight or plum L Paced, in locations
shown on the drawings. Where large balled and burlapped
plants are set 1/3 of the planting pit shall be filled
with existing soil mixed with planting soil. Remove
burlap, rope, wires, etc. from the top of the balls,
but do not remove burlap from underneath. Complete
backfilling then thoroughly water to remove voids.
After planting has been completed, form a well around
each paint extending to the limits of the pit.
Before plants are backfilled with planting soil, fertilizer
tablets (Agriform 20-10-5 or equal) shall be placed
in each pit according to manufacturer's directions.
11. TRANSPLANTING
Existing trees and shrubs to be transplanted shall be
moved in accordance with acceptable horticultural practice
directly to new locations -as shown on the landscape
drawings or heel in on site until area is ready for
transplanting unless otherwise noted.
12. STAKING AND GUYING
All trees above six feet (6') in height shall be supported
and held in an upright position by staking and guying
in acordance with best current horticultural and landscape
practice, and in a manner acceptable to the Owner. No
nails or other fasteners will directly penetrate the
trunks.
13. MULCH
Except as otherwise specified, mulch Shall be cypress
bark mulch. It shall not contain sticks larger than
one inch (1") in diameter, stones or other i.treign material
that will prevent its evt-nt.ual decay. This shall he
applied to all planted :trePs where ihdicated so that,
after installation, the Ir.u;ch thlcacness will nor be
less than 2".
14. MAINTENANCE
Maintenance of all trees, shrubs and ground covers shall
continue until acceptance of such work by the Owner
and until final payment. Such maintenance shall Include
the removal of dead or dying branches, weedlug, wattring
>yty�I,c :s� I y�, issry//,, Iv c7l'� � oo rvoT cvT �F1.r�-Y
,Y��j�+yM1,'� i�r X V�' P1rs�N{T AU- CUTS b.i�t
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TYPICAL TREE PLANTING & STAKING
NO SCALE
"Ate pIT
and normal pruning of plant material, as well as such
other requirements necessary to keep living materials
it a healthy condition.
15. CLEAN UP
The Landscape Contractor shall, at all times, keep the
premises free from accumulation of waste material and
rubbish. Before planting is considered completed and
ready for inspection, all planted and disturbed area's
shall be removed from the site.
16. SOD
It shall be the responsibility of the Landscape Cor.Lractor
to fine grade (hand rake) all sod areas to remove all
bumps, depressions, sticks, stones and other debris.
The sod shall be of the type called for on the landscape
drawings, free of fungus, weeds, vermin or other diseases.
It shall have a compact growth and good root system.
Solid sod shall be laid with closely abutting joints
and shall be roled or tamped to an even surface. The
sod edge shall be laid or cut at the edge of all paving
and shrub areas in a manner that will present a neat,
clean appearance with staggered end joints in adjacent
rows.
Sod is to be installed within ninety-six (96) hours
of harvesting and it shall be watered immediately after
transplanting. Maintenance of sod shall be by the Owner.
17. GUARANTEE
All new plant materials excpet grass shall he guaranteed
for six months from the time of acceptance and shall
be alive and in satisfactory growth for each specific
kind of plant at the end of the guarantee period. The
Landscape Contractor shall not be responsible for damage
caused by vandalism, wind storms or other acts of God
beyond his control.
Existing knees irsYsp1a11ted and relocated on the alte
cannot (ot guaritntee4. 4
Sod snall he ejuaran+eesi for a two month period
from the da#e Otplauting.
II
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TU TT2�xvi-�
TYPICAL PALM PLANTING
NO SCALE
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FOUNDATION PLAN
e 149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134
R A L P H BOUZA� „•'•A• (305) 445-5043
WRITTEN DIMENSIONS
ON THESE ORAWINGS
SHALL HAVE PRECE-
DENCE OVER SCALE
DIMENSIONS.
CONTRACTORS SHALL
VERIFY AND BE RES-
PONSIBLE FOR, ALL
DIMENSIONS AND
CONDITIONS ON THE
JOB AND THIS OFFICE
MUST BE NOTIFIED OF
ANY VARIATION FROM
THE DIMENSIONS AND
CONDITIONS SHOWN
BY THESE DRAWINGS
CHECKED
A4 6A4
ST. LUCIE INVESTMENTS
PORT ST. LUCIE, FLORIDA
1/8"
6)
© COPYRIGHTED 1989 RALPH J, BOUZA, AIA SHEET
THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE.
NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR S _ 1
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI-
FICALLY RESERVED. 1
DRAWN
COMM.
10-89L
GATE
3/15/89
1
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e 149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134 ST. LUCIE INVESTMENTS
R A L P H 1 . V O U L • ' • ' ` •
R 7 e (305) 44 5 - 5043 PORT ST. LUCIE, FLORIDA
I6
D
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!D
I
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T
WRITTEN DIMENSIONS
ON THESE DRAWINGS
SHALL HAVE PRICE
DENCE OVER SCALE
DIMENSIONS
CONTRACTORS SHALL
VERIFY AND BE RES-
PONSIBLE FOR. ALL
DIMENSIONS AND
CONDITI DNS ON THE
JOB AND THIS OFFICE
MUST BE NOTIFIED OF
ANY VARIATION FROM
THE DIMENSIONS AND
CONDITIONS SHOWN
BY THESE DRAWINGS
CHECKED
4 F.R.
A4
DRAWN
1/ 8"
D COMM.
�' 111111//// 10-89L
�l COPYRIGHTED 1969 RALPH J. BOUZA, AIA SHEET
:J DATE
THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE.
NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR S 2 3/15I8 9
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI-
FICALLY RESERVED. 1
'm
1F -1 inn ll)
BEAM SCHEDULE
Mark
Size
Reinforcement
Stirrups
Remarks
Width
Depth
Top
Bot.
Mid.
B - 1
811
1211
2 # 5
2 # 5
—
# 3 e 24" 0. C.
B- 2
811
12,1
2# 6
2# 7
—
# 36" 0. C.
B-3
811
2411
2#6
2#6
—
#3(a6"0.C.
T 8
811
(2 i1
2# 5
2# 5
—
--
COLUMN SCHEDULE
Mark
Size
Vert. Reinf.
# 3 Ties
Remarks
C- 1
81, X 16"
44* 7
ell
C- 2
8" X 2411
4 f# 7
@ 8°
0- 3
811 X 32"
6# 6
@ 811
C - 4
6" X 611 X 1/4"
STEEL TUBE
C- 5
31/21X31/21X1/41.
STEEL TUBE
FOOTING SCHEDULE
Mark
Size
Depth
Reinforcing
Remarks
F - 1
61- 0F, X 61 - 01,
1211
6 # 5 E. W.
F - 2
51 - 0" X 51 - d'
12 10
5 # 5 E. W.
F - 3
41-01' X 41— 0"
1211
4P0 5 E. W.
WF - 24
24" CONT.
1211
3 # 5 CONT.
WF - 36
36" CONT.
121.
4 # 5 CONT.
R A L P H Je B0UZA,
A.I.A.
2#� ��NT TYi')
s �y II
FI LLE>] CELL
c0 I
i j �siNrJ Flr'1• 3T11GG0 �OTN 31t�EF�•
u
j �1 GGLL.
I 'f�
4
SECTION
1/2 of
W
SECTION
1/2"
Wr-a4
} 4 G 4c7II , GONG
�FILLFO CELL.
11
4 -rHK � L01.IG. 5LAf� w/ � x �
W 1,4 x w 1.4 WovF- N wI W- E. �
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134
(305) 445-5043
V5
I II
—
TI I I
ST. LUCIE INVESTMENTS
PORT ST• LUCIE, FLORIDA
GENERAL STRUCTURAL NOTES
1.- FOUNDATIONS AND SLABS ON GRADE:
A.- Remove any organic top soils and ,:,lher deleterious materials to their
horizontal and vertical extremitie to 5' beyond building lines.
B.- Compact the entire building area b it least 15 overlapping passes of
48" minimum width steel wheeled vibratory roller, or further as needed
to achieve a compaction of at least 95% of ASTM D1557 maximum density.
Place fill as needed to reach required elevations in not over 12"
compacted thickness layers, each compacted to the above specified
density.
C.- Footings are desiG.,IJ based on allowable soil pressure of 2500 PSF.
D.- Vertical sides of fuULings shall be formed.
E.- All concrete slabs on fill shall be 4" thick with 6 X 6- 10/10 W.W.F.,
w-lded wire fabric must have end laps of one full mesh and edge laps
obtained by overlapping longitudinal salvage wires ar�d wiring all
laps securely together, concrete slab thickness may vary in accord-
ance with plans.
F.- Provide vapor seal (0.006 polyethylene) under all interior concrete
slabs.
2.- CONCRETE:
A.- All concrete shall attain a minimum compressive strength as follows
at the end of 28 days (typ. U.O.N.). Four concrete cylinders shall
be taken for each 50 cubic yards or fraction thereof and shall be
tested at 3, 7, and 28 days. Slump shall not exceed 8" (+ 111).
4,000 PSI FOR ALL BEAMS 8 COLUMNS.
3,000 PSI for all other concrete.
3.- REINFORCED MASONRY:
A.- All concrete blocks shall be hollow masonry units with a minimum
compressive stength of 1000 PSI. Only type M or S mortar shall
be used.
B.- Provide cleanout openings at the bottom of all reinforced masonry
cells for grouting lifts exceeding 4' in height. Grouting shall be
a continuos operation with no interruptions exceeding one hour.
Stop grout 1 %2" below top of the upper most block course. A min-
imum 3" x 2" solid section must be obtained on any grouted cell.
C.- All grout in filled cells shall be minimum 2500 PSI pea rock
cocrete.
D.- All bar laps in reinforced masonry shall be 48 bar dia.
4.- REINFORCING STEEL:
A.- All reinforcement shall be 60000 PSI minimum yield new billet steel
in accordance with ASTM A615 grade 60. All bar laps shall be 36 bar
dia, and conform to the latest ACI and Manual of Standard Practice
Codes.
B.- Provide two // 5 corner bars (a 90 degree bent bar with 1'-6" long
legs, one top and bottom) at exterior face at intersection corner
beams.
C.- Unless noted otherwise, provide the following cover reinforcing:
Footings 31,
Beams 1 (to stirrups)
D.- Top bar splices shall be made within the mid 1/3 of span, with 24
bar diameter lap. Bottom bars spliced at supports with 12" lap.
5.- LUMBER:
A.- All lumber in contact with masonry or concrete shall be pressure
treated or otherwise have an approved separating material.
6.- GENERAL:
A.- Coordinate all structural work with architectural, mechanical and
electrical drawings for verification of locations and dimensions
of all project requirements. Any discrepancies shall be called to
the attention of the Engineer before proceeding with work.
B.- Submit 3 sets of shop drawings for the Architect's approval of all
items requiring fabrication. Do not fabricate until approved.
DESIGN LOADS
ROOF
L. L. 30 P.S.F
D. L. 15 P. S. F
'rl L,vr1HIUP1TEU 1989 RALPH J. BOUZA, AIA
THIS ARCHITECTURAL DRAWING 18 GIVEN IN CONFIDENCE.
NO USE OR 011SEMINATION MAY BE MADE WITHOUT PRIOR
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI
FICALLY RESERVED,
WRITTEN DIMENSIONS
ON THESE DRAWINGS
SHALL HAVE PRECE
DENCE OVER SCALE
DIMENSIONS
CONTRACTORS SHALL
VERIFY AND BE RES.
'RONSI BILE FOR. ALL
DIMENSIONS AND
CONDITIONS ON THE
JOB AND THIS OFFICE
MUST BE NOTIFIED OF
ANY VARIATION FROM
THE DIMENSIONS AND
CONDITIONS SHOWN
BY THESE DRAWINGS
CHECKED
F.R.
DRAWN
- r—
COMM.
10-89L
SHEET
DATE
S-3
3/15/89
Of
:5426
H-5 I I
2r� 10- /Z. G
L
4
SITE PLAN
2+10 If2C
PH
I
I
TYPICAL- kJALL 'D �T.
FIXTURE TYPE y� (MTV
+W-O'114FF)I-I IT�K - " -- -
TWH 15CD5-308V-01`.
I
I
I
I •
I
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I
I
I _ -
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-- - - - - - - - - - - - - - - - - - - - - - - - -- -
I -
- SEE FIXTURE
MOUNTING,
I DETAIL -?HIS
I
I
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�-
------- - - - - - -
I
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TYPICAL LIGHT FIXTURE
TYPE® OR®
r
0
T - ---- III I I AIFF O." -- _ -_----
LIGHT FIXTURE MOUNTING DETALI
8
= I'-0 "
i t LOMIHARE ISOFOOTGAN0�t
I � �
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.134 FG INITIAL
(.(071 FG MAINTAINEA�
TYPICALL L0 L M ID LT o
FIXTURE T PE(MT'D -
7WH2505110BV-DF. - --
250 A) NPS. _ f 5C' FG INIT,
R A L P H 1. B0UZA, A.I.A.
1"=20' (E)
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134
(305) 445-5043
STB LUCIE INVESTMENTS
PORT ST. LUCIE, FLORIDA
WRITTEN -'IMENS ONS
ON THESE DPAW,NGS
SIALL HAvE PPE4E.-
OENCE .'VEP SCk,E
OIMENS'ON,
GONIa -TOPS Snnr_
VER,A. ANC BE PEA
P_N9F.E FOR
J MEN' `N' aN':
CONOI ONIS 'N
,OB ANC " .Trr -
M,CT BE V,_ E-.
ANv . 0.A-CN cRQM
T^E C HENS CN, AN"
-ON_n.T CNI :,IN
H• lESE DPA'II 4S
CHECKED
C.G.
DRAWN
��• � JGP
HUFSEY-NICOLAIDES ASSOCIATES, INC. COMM.
CONSULTING ENGINEERS
JGp MIAM1, FLORIDA 10-89L
© COPYRIGHTED 1999 RALPH J. BOUZA, AIA SHEET
DATE
TN19 ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE. ��_ 1J
NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR 3/15/8 9
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW
RIGHTS Of COPYRIGHT AND OTHERWISE ARE HEREBY SPECI-
FICALLY RESERVED. 1
r
d
G 07M R `A'
�RAINTI(s,+IT
}-IDUSE PANEL
Cf�A1TERNTIGi-IT) AA
E
FUT"U2E TENANT"
AND METERSCTYF
MAIN 6REAK
(RAINTIGNT)
ry
PROVIDE CLEARANCE F5ETI.JEEN
&OLLARD AND CLEC,7(21G0,L EQJIP
AS REQUIRED
B
FUTURE TENANT SPACE
ELECTRICAL LAYOUT BY
OTHERS (TYPICAL)
APPROXIMATE PARTITION
LOCATIONS (TYPICAL)
3�_
❑ 'I G C G III ❑ L]
III I��
CODED NOTES SCHEDULE
1Q STUB UP AND CAP a 2" EMPTY CONDUIT FROM GUTTER 'A'
FOR FUTURE FEEDERS.
O STUB UP AND CAP a 1 1/2" EMPTY CONDUIT FROM GUTTER
'A' FOR FUTURE FEEDERS.
30 STUB UP AND CAP a 1'I EMPTY CONDUIT TO FUTURE TELE-
PHONE BACKBOARD.
FLOOR PLAN 1 /8"
R A L P H 1. BOUZA, A.I.A.
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134
(305) 445-5043
ST. LUCIE INVESTMENTS
PORT ST. LUCIE, FLORIDA
WRITTEN OIMENSIONS
ON THESE DRAWINGS
SHALL HAVE PRECE,
OENCE OVER SCALE
DIMENSIONS
CONTRArTORS SHALL
VERIFv AND BE RES
RONS'BIE FOR ALL
DIMENSIONS AND
CONDITIONS ON THE
JOB AND THIS OFFICE
MUST BE NOTIFIED OF
ANY VARIATION FROM
THE DIMENSIONS AND
�ONOITIONS SHOWN
BY 'HESE DRAWINGS
CHECKED
C.G.
DiiAW N
(� HUFSEY - NICOLAIDES ASSOCIATES, INC.
COMM.
U�,p CONSUL".NG ENGINEERS
-jGp MIAMI, FLORIDA 10-89L
890051
:CD COPYRIGHTED 1989 RALPH J. SOUZA. Al SHEET J DATE
THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE. C
NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR E � 1 3/15/89
WRITTEN CONSENT OF THE ARCHITECT, ALL COMMON LAW
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI-
FICALLY RESERVEDI. 1
Aa 45426
VOLTAGE -PANEL
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'KVA, CONNECTED.
A VA
PHASE 8 VA -2)4o AMP. CONNECTED.
PHASE C VA 2440
MAIN DISC. 3P-600A —
WITti GLASS'L' LIMIT046
FUSE RAIN4nc;NT) NE HA
3R ENL.OSUt2E
i
If 3 0- 5141C TO GIAWP AND 5/61
I DIAX �
10 1-01-461 C.CFPE2 GLAD
GROUND DRIVIN ROD
2 WUIJS Or- '4 ErIPr-( tajDUrj'-
FOR FUTUIZE �,ePvIaE INLiLE4Gi�-+ /
FUTURE TENANTS MAIN GUTTER 'A' SIZED
METERS BY OTHERS / AS PER NEC 373-6(a)
(TYPICAL.) (RAINTIGHT)
�1 I�OUSi METEQ�
$00 I
3 $DL �.',� 1 0 1
�LL J L J L` J
1, Lr , Lr R
L J L J L_ 3R
H
- 4#(o-1GG —�
3R
T T T
2 RUN5 Oc ( 3 4 500MCM y I # 5sc MGIi (N)\
14 - 3'/2" C EAC_-H TO POIJF_2 COMPAINIY
POLE. 'STU6-UPON POLE AND TERMINATE
AS CIREGTfi© BY POWER CO. LEAVE 16FT
CAeA_E: SLACK
HOUSE PANEL 'H'
(RAINTIGHT) NEMA
3R ENCLOSURE
ELL_ECTRICAL RISER DIAGRAM
N.T.S.
(0 POLE MECN HELD RELAY
ZENITH 'MSG' 56RIF-$cANT20LL1NGl
CK75 # H • 1115 CLEAVE 2P- 5P,ARE)
SPDT TIME t>O
INT$IZMAATIC \14500 GR 5ERIES
SPACE FC
SPACE
6E6 FLODR PLAN FOR
CONDUIT SIZES SHT. g-I
NOTE: ALL HAWS '5*ALL 5S RATED FOR
42000A tY"M Rr75 ,SHORT CIRCUIT'
GV R REIJT
GENERAL ELECTRICAL NOTES
I. MINIMUM WIRE SIZE SHALL BE #12 THHN'THWO
2. ALL CONDUCTORS SHALL BE COPPER.
3. CONDUCTORS #6AWG AND LARGER SHALL BE THW.
4. ALL CONDUCTORS SHALL BE RUN IN CONDUIT.
5. CONDUIT IN FINISHED AREAS SHALL BE CONCEALED.
6. CONDUIT IN UNFINISHED AREAS SHALL BE EXPOSED.
7 FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE
8. INSTALL NYLON POLL 5TRING'm IN ALL EMPTY CONDUITS FOR FUTURE USE.
9. ALL MATERIALS SHALL BE U.L. APPROVED.
10. WORKMANSHIP SHALL BE TO BEST COMMERCIAL PRACTICE.
II. INSTALLATION SHALL BE IrJ ACCORDANCE WITH LOCAL, STATE AND
NATIONAL CODES. -
LOAD CALCULATIONS
(BASED ON 120/208V, 30 SVCE. VOLTAGE)
1. GUTTER "A":
a) FUTURE TENANTS [A - 1200ft2 (TY� OF 12)
(OFFICE SPACE 25%)-300ft2 X 15 /ft2 4.5KVA
(WAREHOUSE SPACE 75'"'-900ft2 X 7 /ft7 6.3KVA
TYPICL
SPACE
10.8KVA X 12 nA
10.8KVA
129.6KVA
b) FUTURE TENANTED - 3366ft2
(OFFICE SPACE 25/.)-842ft2 X 15W/ft21 12.6KVA
(WAREHOUSE SPACE 75Y,)-2,524ft2 X 7'/ft2 17.7KVA
30.3KVA
c) FUTURE TENANT ©-2880ft2
(OFFICE SPACE 25'',)-720ft2 X 15W/ft2 10.8KVA
'(WAREHOUSE SPACE 75E',)-2�60ft2 X 7W/ft2 15.1KVA
25.9KVA
d) HOUSE PANEL 'H' _ 1,4KVA
19 3. 2- KVA -L 360V= 53b.7A
1%] 149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134
R A L P H B0UZA/ A•'•A• 11 (305) 445-5043
ELECTRICAL SYMBOL LEGEND
SYMBOL
DESCRIPTION
FLUORESCENT FIXTURE
F--�-1
FLUORESCENT FIXTURE, BARE STRIP
qINCANDESCENT
FIXTURE, CEILING OR WALL
$a
SINGLE -POLE TOGGLE SWITCH, 20A-125/277V.49",SWITCH "o"
t;3
THREE-WAY TOGGLE SWITCH, 20A-125/277V,+48"
DUPLEX RECEPTACLE OUTLET, I5A-125 V,3 WIRE,+18"
V
JUCTION BOX
TELEPHONE WALL OUTLET,WALL MOUNTED.* IS"
T
Tw
THERMOSTAT OUTLET
MOTOR, SIZE AS INDICATED
®
MOTOR STARTER OR CONTROLLER
3 F� a ZD'
DISCONNECT SWITCH 3-NO. OF POLES, 30-3W, RA MC 20-FUSE SIZE
F-FUSE SIZEt?AS PLR AjC HkRER. NAMEPLATE
_
LIGHTING OR GENERAL PANELBOARD
®
DISTRIBUTION AND/OR POWER PANELSOARD OR GUTTER
CONDUIT RUN CONCEALED IN WALL OR CEALING
3R
DENOTES "RAINTIGHT" EOUIPMENT
WP
DENOTE S"WF A THERPROOF"EOUIPME NT
EC
EMPTY CONDUIT
AFF
ABOVE FIIJISi+ FLOOR
ST. LUCIE INVESTMENTS
PORT ST. LUCIE, FLORIDA
WRIT'EN MMENSIONS
ON THESE DRAWINGS
SHALL HAVE PRECE
DENCE OVER SCALE
DIMENSIONS
CONTRACTORS SHALL
v ERIFY AND BE RES
PONSIBLE FOR AL.
DIMENS'ONS AND
CONDITIONS ON THE
JOB AND THIS OFFICE
MUST BE NOTIFIED Of
ANY VARIATION FROM
THE DIMENSIONS AND
CONO TONS SHOWN
BY -.ESE DRAWINGS
CHECKED
C.G.
DRAWN
_Y F
ET-NICOLAIDES ASSOCIATES, INC.CONSULTING ENGINEERS
MIAMI, FLORIDAFLORiDA 10-89L
B9cca
© COPYRIGHTED 1989 RALPH J. BOUZA, AIA SHEET
DATE
THIS ARCHITECTURAL DRAWING IS GIVEN IN CONFIDENCE.
NO USE OR DISSEMINATION MAY BE MADE WITHOUT PRIOR E-2 $t15IB9
WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW
RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECI- D t
FIr Al l V mrQFovFn 1
A► 45426
GENERAL PLUMBING NOTES:
a
,,
i
FLOOR PLAN
1. BOUZAI
E
I
2" TO NEAREST CATCH
BASIN. SEE CIVIL
DWGS. FOR CONT.
3/4" H.B. W/VACUUM
BREAKER +24" ABOVE
GRADE (TYP)
4" STUB & CAPI
w1p r n (TVP
1.
2.
3.
4.
5.
6.
7.
C.W. PIPING COPPER TYPE "L".
SOIL, WASTE AND VENT PIPING P.V.C. SCHEDULE 40.
A/C CONDENSATE DRAIN P.V.C. SCHEDULE 40.
CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER
TRADES AND FIELD CONDITIONS.
PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE IN ALL
HOSE BIBBS.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FFOM
ALL GOVERNMENTAL AGENCIES REQUIRED TO OBTAIN A
BUILDING PERMIT. CONTRACTOR DURING THE CONSTRUCTION
PHASES SHALL OBTAIN ALL THE NECESSARY INSPECTIONS AND
COMPLETE ALL NECESSARY PAPERWORK REQUIRED TO OBTAIN
A FINAL CERTIFICATE OF OCCUPANCY.
NOTE: INVERTS ARE BASED ON
A FINISHED FLOOR DATUM OF
0.001.
" SANITARY.
EE CIVIL DWG.
FOR CONT.
VERTICAL
VE IN CONC.
2-1/2" CW, SEE CIVIL
DWGS. FOR CONT.
AIRMEN DAMNSIONS
ON *HESE DRAMNGS
SHALL HAVE PRECE-
DENCE OVER SCALE
CONTRACTORS
OOEITT ANDIIg SHALL
VEINS (i SE P NCIALL
Dime ,S EOM ALL
CONDITIONS
O AND
CONDITIONS ON THE
JOS AND THIS OFFICE
MUST 9E ATI NOTIFIED W
ANY HE VARIATION igpD
THE DITIDQSDSH AND
CDNDI M D SHOWN
IY THESE DRAWINGS
CNECKtD
HUFSEY-NICOLAIDES ASSOCIATES, INC. H.s.
1 MF CONSULTING ENGINEERS
'M MIAMI, FL0INOA OPIAWIV
COMM.
10-89L
^ 0FYR1414 D I B`) IIAL N J BOUZA, AIASHEET
149 SEVILLA AVENUE, CORAL GABLES, FLORIDA 33134 STR LUCIE INVESTMENTS THIS ARCHITECTURAL GNAWING IS GIVEN INCOMIOENCE D OATH
NO USE ON DISSEMINATION MAY SE MADE WITHOUT "ION • - 3/15/8 9
WRITTEN CONSENT OI THE ARCHITECT. ALL CONIION LAW'
A • • (305) 445-5043 PORT ST. LUCIE, FLORIDA RIGHTS Of COPYRIGHT AND OTHERWISE ARE HERESY SPEC/- Of 1
1 00'02'06" W
r')
z
�z
w
f
' W
00 J
�
Z
In
z
w
U
a
z
Q
or
0
�
N I
4" CEMENTED COQUINA SHEL LROCK
COMPACTED TO 98 e OF MAXIMUM ---
DENSITY PER AASHTO T-180
120.00'
1" TYPE S-III .A.C.S.C.
8" STABILIZED SUBGRADE-75 P.S.I. FBV
- COMPACTED TO 987 MAXIMUM
DENSITY PER AASHTO T-180
PAVING DETAIL
z
PROP. ROAD EL.=11.54
•
/ - - - - -CONSTRUCT FLUSH HEADER CURB -'-1
INV. 9.26' -
R42.00' N 00'02'06" E
0= 72'53'43"
PROP. ROAD EL.=17.62' R = 25.00' 11. 99
T = 18.46'
L = 31.81'
CONST 25 L.F. OF 21" X 15" C.A.P.
0 0.1% - INV. EL. = 8.61'
PROVIDE SOFT PLUG FOR FUTURE CONNECTION
0=
162'53'43"
R =
60.00'
T =
398.98'
L =
170.58'
FUTURE CONSTRUCTION
20 DRAINAGE AND UTILITY EASEMENT
6'-8"
m
3,000 P.S.I. CONCRETE
aD I I ENDWALL
iN I
6" TYPICAL
FOOTING (TYPICAL)
B"
8" #4 BAR CONTINUOUS
i
V-8"
01
2 #5 BARS
HEADWALL DETAIL
CONST, TYPE C INLET
GRATE EL. = 10.75'
INV. EL. = 8.58'
r
EXIST. EL.=7.0'
11.38'
60'-12" Y 18" RCP WITH MITERED ENDWALLS
SFWMD PERMIT PROJECT CRITERIA
1. 10 YEAR ROUTED STORM
ELEVATION
= 9.29'
2. 100 YEAR 3 DAY STAGE
ELEVATION
= 11.20'
3. MINIMUM FINISHED FLOOR
ELEVATION
= 12.00'
4. ASSUMED IMPERVIOUS COVERAGE =
80%
5. ACTUAL COVERAGE FOR
PHASE 1 =
12%f
CONST. 180 L.F. OF 21" X 15" C.A.P.
WITH MITERED ENDWALL - INV. = 8.40'
CO STRUQT TYPE'A' CURB "A.V1NC AND DRAINAGE NOTES
i
I
1. All construction to be in aecorddnwith ih,, Florida 10. The Engineer and St. Lucie County shall be notified
r 26.00' ^^ 11..:95` /'-1 1L.9S 10 15 ; . Department of Transportation County for inspection of subgrade, base and asphalt, at least
DECORATIVE "STAMPED" CONCRETE:
ENRANCE SLAB FLUSH WITH PARKING
AREA (TYPICAL)
�I o
e:y
r)
11.53' R.
1,, _ ___� PROPOSED
BUILDING
F.F.E.=12.0'
11.62' a.. 1 i< 4f.!
11.53' iN 11.25'
G
�*r _ DRAINAGE SUMP
CuN11,1, TYPE C INLET
4G,00' Gr2A rE EL. = 7JV.-)�'
9070M EL. - .80' -'
11.38' I.000'"'_'_"
11.95'
8.00' 8.
1-
71.00 : 8rvi
10.75''
\- FLUME
558.16
1/2" CHAMFER
i
'OP OF ASPHALT
n- �11 "UOUS
CURB DETAIL
'OP OF ASPHALT
.,,,,,N000S
HEADER CURB DETAIL
requirements and specifications, as irpl 24 hours in advance of subsequent construction.
I
'�- 26,00' -
2. Roadwork within Business Patk Dr i.qi�, c:l-way is 11. Concrete pipe shall meet the requirements of the
subject to permitting and approva ri,,. ,;�: v,.rnmental Florida Department of Transportation Standard
authority having jurisdiction. - Specifications for Road and Bridge Construction,
In latest edition, Section 430 and Section 941.
------ {
3. Disturbed areas shall be restoruo o i.hr: r original
j
I condition. All unpaved and uns�.,,l , . disturbed 12. Seeding and mulching shall be performed in accordance
11
during the construction shall be s„ <d �, r,i mulched in with the Florida Department of Transportation Standard
accordance with Section 570 of the rf,fa n,.l,artment of Specifications for Road and Bridge Construction,
/ I
Transportation specifications. latest edition, Section 570 and Section 981. Sad
shall meet the requirements of Section 578 and Section
11.95' 10.75:
'
I
4. Materials for foadway paving 6 drain. c,> construction shall 981.
meet applicable requirements fot .- a y ,r oi,r. ruction as
j
outlined in the Florida Dr iartmxt , f 'rt ,i„ ortation 13. Upright handicapped signs to be
z C ��p 9 pp g provided at all
w (FDOT) Standard Specifications, late!,, io,_ handicapped parking spaces, in accordance with the
---------.
w
Manual on Uniform Traffic Control Devices and St.
a
5. on -site
striping shall be 4"
whit., .t�:fti: paint (Type
Lucie County requirements.
w
T-1) in
accordance with rr,
1'- i, Ur lartment of
Transportation
Standard Spa
ii „ t,. . Reflective
14.
The Florida Department of Transportation approved
Traffic
Paint (Section 971-1 ).
01f ,-e etiiping shall
local cemented coquina shellrock is an approved
F
be in
accordance with the
E'lorida Uep,irtment of
alternative to limerock.
Transportation Standard Spec!ficstf,r,a
fut Reflective
j
!
z
Traffic
Paint, the Florida Drpartm,l,r
f 'rr„nsportation
15.
The contractor is to verify all existing stubout
oz
'S',,"'.
Traffic
Operatiods Standards
ai,d th- llrinua 1. on Uniform
elevations prior to construction of on -site
vi
•.-. -- IU
w
Traffic
Control Devices, unless
o ;lt 1.v',, sper if ied on the
improvements. Coordination with building contractor
p(.ra,1 ts.
All striping and marh:rj:;
L„l be thermoplastic
is required of the site work contractor.
HD ,I
.girt of ways.
16.
Aluminum corrugated metal pipe shall meet the
re - er,il neea�_g -o :,-,-,
,:, ,,cordance with the
requirements of AASHTO M-196 and the Florida
n�
ration Standard
Department of Transportation Standard Specifications
(%n.ro2 Devices
for Road and Bridge Construction, 1983 Edition,
op_-siyns shall be
Section 945. Field joints shall meet the Florida
--- 46.00'
_
Department of Transportation Standard Specifications
--_-'
Section 430-9.
w1, stops, parking,
minimum 28 day
17.
Reference architectural drawings for sidewalk and
-11.95'
handicapped ramp construction.
Department of
18.
Refer to DOT Standards for mitered endwall
-
._..
worki.,ng 1n their
construction details (Index #272).
by t he Eng3.oeer)
.stcu ion.
19.
Drainage sump to have "Goulds" sump pump Model DMP-2,
i
--�-"
115V, single phase, 1/3 hp dewatering pump or equal.
_-
.:n, e;nbgrade,
'"
...-_
-r-denIm.ity, in
.-
--
00
19' LEVEL
0
z
_
11.00' 10a5',
_ M1
- 15'
tig l5' l
CONST 30 L.F. OF 1-1/2" GALVANIZED
IRON PIPE - INV 8,3'
✓3'
T
FLOWLINE
EL. 8.50,
EDGE OF PAVEMENT
EL. 10.75'
4" THICK
CONCRETE
to
3'
FLUME DETAIL
NOTCH THIS FACE B" DEEP
FOR OPEN THROAT
•--{I 21/2" TYPE "E" GRATES ARE CASTED
- "-{ - 2" 2'' r1 1 r IN TWO SECTIONS
o
m
A
k
l� O
C� O
0 0
o
;o F
s•
m
B �
t� r�
o¢
r-�o
TYPE
INLET
.DIMENSIONS
MAX•
SIZE
R.C.P.
A
B
C
D
E
C
2'-0"
3'-1'
2-4
3=0'
I i"
18"
E
3-0"
4-6"
S-4"
4'-4'
1'-5"
30"
E MODW
3-0'
4'-fi'
3'-4'
4'-4'
1'-5"
1 48"
04
NOTE.
t4�;,eq
2'�f'2 1/2
(1) .SEE STD. PLAN FOR DETAILS WHEN
USING THIS TYPE INLET WITH VALLEY
♦�4'p
PLAN
Lr��II T
GUTTER ROAD SECTIONS m�
-I I<11/2 J L2' -"1�1 V2�
(2) FOR MORE INFORMATION SEE 0.07.
L J
GRATE
1984 STANDARDS INDEX No. 23�0 `
GENERAL NOTES
r
BEVELED EDGES: ALL EXPOSED
CORNERS AND EDGES TO BE CHAMFERED 3/4'
` FOUNDATION MATERIAL:
WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION\Y
IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TOSATISFACTORY
F,2
FOUNDATION.
BACKFILL TO FLOW LINE WITH CLEAN SAND.i
-FOR
GRATES: CAST IRON GRATES IN ACCORDANCE WITH FLA. D.O.T. SPECS.
TRAFFIC
BEARING GRATES.
II_N-�
INLET
DETAILENERAL
3[[ GNOTES
SECTION
DATE REVISION
CULPEPPER a Tem-
TERPEN I NG,INC.
CONSULTING ENGINEERS
a
LAND SURVEYORS
FORT PIERCE, FLORIDA
ST. LUCIE INVESTMENTS
WAREHOUSE
PAVING & DRAINAGE PLAN
DESIGNED BY DETAILED BY CHECKED BY DRAWING NO
B.C. A. C. B.C.
DATE SCALE JOB N0.
3-27-89 1"= 30' 8754 OF