HomeMy WebLinkAboutReserve Clubhouse 36223BUILDING PLAN CHECK
ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU
FORT PIERCE, FLORIDA 33450
TELEPHONE 465-6655
PLAN NUMBER ;ot /D 97
DATE RECEIVED 8/22/84
CONTRACTOR: Tern Construction Co. PHONE NUMBER:
ARCHITECT: John Foster PHONE NUMBER:
b,
OWNER: The Reserve
LOCATION: Glades Cut -Off Road
TYPE
OF
OCCUPANCY:
Assembly
(Small)
TYPE OF
CONSTRUCTION:
SIZE
OF
BUILDING:
3539 sq.
ft.
NUMBER
O.F FLOORS:
2
RECOMMENDATIONS: TO COUNTY BUILDING OFFICIAL
1. Portable fire extinguishers: One 406C in kitchen area. One 2A1OBC inside
service area and bottom of stairs.
2. Hood over appliances capable of producing grease laden vapors shall be installed
according to NFPA #96.
3. Location of installation of L.P. gas tank shall be in compliance with NFPA #58
Chapter 3 and State Fire Marshal's Rules and Regulations.
q
CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS
'IEWED BY: L '�
DATEtCinn nro
!Pm
�
w
REPORTING FORM 802 C
FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD
ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS
THIS DATA IS TO BE SENT TO DCA BY THE LOCAL. BUILDING DEPARTMENT.
STATISTICS NON -
RESIDENTIAL BUILDINGS
PROJECT
NAME: The Reserve
JURISDICTION :St. Lucie Count'
ADDRESS:
Glades Cut-off Road
CITY, ZIP CODE :
JURISDICTION NO.: 661000
BUILDER :
/ /
%ERN CON t vC'Y'/O �i✓C
ZONE : 6
OWNER:
/... P�-/- jQe5£$ E LcVC La Me N>LS
C'.
BUILDING CLASSIFICATION(S) ZR
BUILDING VALUE S
SYSTEMS
LIGHTING TOTAL KW
AIR CONDITIONING
UNIT NUMBER
TYPE
]�.
EER !�—
SEER
COP
TONS
All Units
C
8.5
U = UNITARY
C = CENTRIFUGAL
P = POSITIVE DISPLACEMENT
ENVELOPE
CROSS
AREA
U
WALL NO. 1 -�
2500
_
.10
NO. 2
ROOF
4100
08
RA >ED FLR / INT WALL
GL, SS
TOrA L�COND. FLOOR AREA - 3200 SF
HEATING
UNIT NUMBER
TYPE
TYPE
COP
BTUH
All Units
E..
E - ELECTRICAL RESISTANCE
HP - HEAT PUMP
G = GAS O = OIL
COMPLIANCE
SECTION 8 BUDGET = Section 807.3
BUILDING MBTU/SF
.10
SECTION 4
BUILDING MBTU/SF
CODE REQ'MT MBTU/SF
EATIFIED Y: `
n A'Pr. G ')n ni
FORM 802 C
! FLORIDA MODEL ENERGY (EFFICIENCY CODE FOR BUILDING CONSTRUCTION
SECTION 8 --- SIMPLIFIED ANNUAL ENERGY METHOD
ADMINISTERED Br THE DEPARTMENT OF COMMUNITY AFFAIRS
THIS DATA IS TO BE SENT TO DCA BY THE LOCAL BUILDING DEPARTMENT.
STATISTICS
NON - RESIDENTIAL BUILDINGS
PROJECT NAME : The Reserve
JURISDICTION : St. imci.e Count
ADDRESS : Glades Cut-off Road
CITY, ZIP CODE
JURISDICTION NO.: 661000
BUILDER T�RA(C&WS rut ;o,/ -/r
C-
I ZONE : 6
OWNER C -S-F. gSeRVE DevGGoyMiNl
BUILDING CLASSIFICATION(S) :
BUILDING VALUE S 1
ZR
1, SYSTEMS
LIGHTING TOTAL KW
AIR CONDITIONING
UNIT NUMBER
TYPE
EER'7
SE:EI1
COP
TONS
All Units
C
8.5
U = UNITARY
C = CENTRIFUGAL
P = POSITIVE DISPLACEMENT
ENVELOPE
GROSS
AREi%
U
_
WALL NO. 1
2500
.10
NO. 2
ROOF
4100
.08
RAISED FLR / INT WALL
c,
GLASS
TGTAL COND. FLOOR AREA 32C SF
HEATING
UNIT NUMBER
TYPE
i(.
COP
BTUH
All Units
E
E = ELECTRICAL RESISTANCE
HP = HEAT PUMP
G = GAS 0 = OIL
COMPLIANCE
SECTION 8 BUDGET = Section 807.3
BUILDING MSTU/SF a
SECTION 4
BUILDING MSTU/SF —
CODE REWMT MBTU/SF
M
r
REP0I3TING FORM 802 C
FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD
ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS
THIS DATA IS TO BE SENT TO DCA BY THE LOCAL BUILDING DEPARTMENT.
STATISTICS 14ON -
RESIDENTIAL BUILDINGS
PROJECT
NAME :
The Reserve
JURISDICTION :St. Lucie Count
ADDRESS:
Glades
Cut-off Road
CITY, ZIP
CODE :
JURISDICTION NO.: 661000
BUILDER :
-�
/ n/
oN5/1'VC /O0 Al -=7"/e•
ZONE : 6
OWNER :
G..8.F.
Rf5fe ,c /JEve/-o Al E,-
�i✓C.
BUILDING CLASSIFICATION(S) ZR
BUILDING VALUE S
SYSTEMS
LIGHTING TOTAL KW = 6.2
AIR CONDITIONING
UNIT NUMBER
TYPE
EER
SEER
COP
TONS
All Units
C
8.5
U = UNITARY
C = CENTRIFUGAL
P - POSITIVE DISPLACEMENT
ENVELOPE
GROSS
U
AREA
WALL
NO. 1
2500
`10
NO. 2
ROOF
4100
08
RAKED
FLR i INT WALL y
GLASS
.�2
TOTAL
COND. FLOOR AREA —3200 SF
HEATING
UNIT NUMBER
TYPE
**
COP
BTUH
All. Units
P
E = ELECTRICAL RESISTANCE
HP - HEAT PUMP
G = GAS 0 = OIL
COMPLIANCE
SECTION 8 BUDGET = Section 807_3�
l BUILDING MBTU/SF J
SECTION 4
BUILDING MBTU/SF
CODE REO'MT MBTU/SF
ERTIFIED BY:
REPORTING FORM 802 C
FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD
ADMINISTERED By THE DEPARTMENT OF COMMUNITY AFFAIRS
THIS DATA IS TO BE SENT TO DCA BY THE LOCAL BUILDING DEPARTMENT.
STATISTICS
NON - RESIDENTIAL BUILDINGS
PROJECT
NAME : The Reserve
JURISDICTION : St. Lucie Count
ADDRESS
: Glades Cut-off Road
CITY. ZIP CODE :
JURISDICTION N0.: 661000
BUILDER :
^
%E ryl CpO NS'�/'U� iOq/ S
ZONE : 6
OWNER
=. Rj•F- .^)CS.EQ VE E✓CLo
MiM ..T C.
BUILDING CLASSIFICATION(S) ZR
BUILDING VALUE $
SYSTEMS
CLIGHTING TOTAL KW = 6.2
AIR CONDITIONING
UNIT NUMBER,
TYPE
EER
SEER
COP
TONS
A]I Units
C
8.5
U = UNITARY
C = CENTRIFUGAL
P = POSITIVE DISPLACEMENT
ENVELOPE
GROSS
U
WALL NO. 1
_AREA
2500
.10
NO. 2
ROOF
700
.08
RAISED FLR /
INT WALL
GLASS
—
—.-- ._._174.. _,60
TOTAL COND.
FLOOR AREA =' 3200 SF
HEATING
UNIT NUMBER
TYPE
COP
STUH
All Units
E
• E = ELECTRICAL RESISTANCE
HP — HEAT PUMP
G = GAS 0 = OIL
COMPLIANCE -�
SECTION a BUDGET = Section 807.3
BUILDING MBTU/SF7
SECTION 4
BUILDING MBTU/SF
CODE REG'MT MBTU/SF
29-84
REPORTING FORM 802 C
FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD
ADMINISTERED By THE DEPARTMENT OF COMMUNITY AFFAIRS
THIS DATA IS TO BE SENT TO DCA BY THE LOCAL BUILDING DEPARTMENT.
STATISTICS NON
- RESIDENTIAL BUILDINGS
PROJECT
NAME : The Reserve
JURISDICTION : St. Lucie COullt
ADDRESS
: Glades Cut-off Road
CITY, ZIP
CODE :
JURISDICTION NO.: 661000
BUILDER
kRAI Cou S c -;Z I ,f.
ZONE : 6
OWNER :
G•!3•F. ESE C DCVe1-lp-lA4,-Ar1C.
BUILDING CLASSIFICATION(S) ZR
BUILDING VALUE S
SYSTEMS
LIGHTING TO'iAL KW 6.2
AIR CONDITIONING
UNIT NUMBER
TYPE
)�
EER
SEER
COP
TONS
All Units
C
8.5
U = UNITARY
C = CENTRIFUGAL
P — POSITIVE DISPLACEMENT
ENVELOPE
GROSS
U
AREA,
WALL NO. 1
2500
.10
NO. 2
ROOF
1;1.00
.08
RAISED FLR / INT WALL
_ i
GLASS
TOTAL COND. FLOOR AREA _ 3200 SF
HEATING
UNIT NUMBER
TYPE
COP
BTUH
All Units
E
_
E — ELECTRICAL RESISTANCE
HP — HEAT PUMP
G = GAS 0 — OIL
COMPLIANCE
SECTION 8 BUDGET = Section 807.3 1
BUILDING MBTU/SF
SECTION 4
BUILDING MBTU/SF
CODE REO'MT MBTU/SF T
CERTIFIED BY: DATE • 6-29-84
FLORIDA MODEL
SECTION
ADMINISTERED
i d
I
REPORTING FORM 802 C
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION I
8 -•- SIMPLIFIED ANNUAL ENERGY METHOD
RT THE DEPARTMENT OF COMMUNITY AFFAIRS
THIS DATA IS TO BE SENT TO OCA BY THE LOCAL BUILDING DEPARTMENT.
STATISTICS �• NON
- RESIDENTIAL BUILDINGS
PROJECT NAME : The Reserve—
JURISDICTION : St. Lucie I.ount
ADDRESS : Glades Cut-off Road
CITY, ZIP CODE
JURISDICTION NO.: 6610�!U
BUILDER :TERN CO w/f !✓G7�idAl •T/VC
ZONE : 6
OWNER (-. %j.F RESERVE DG'VE-Lep MEN -
BUILDING CLASSIFICATION(S) : ZR
BUILDING VALUE S
SYSTEMS
LIGHTING TOTAL KW = 6.2
AIR CONDITIONING
UNIT NUMBER
TYPE
EER
SEER
COP
TONS
A11 Units
C
8.5
>rL U = UNITARY
C = CENTRIFUGAL
P — POSITIVE DISPLACEMENT
ENVELOPE
GROSS
AREA
U
WALL
NO. 1
2500
.10
NO. 2
ROOF
4100
.08
RAISED
FLR /
INT WALL
_
GLASS
_I_-ZZQ
9
TOTAL
COND.
FLOOR AREA ,:x _1200 SF
HEATING
UNIT NUMBER]
TYPE
COP
BTUH
All Units
E
E = ELECTRICAL RESISTANCE
HP — HEAT PUMP
G = GAS O = OIL
COMPLIANCE
SECTION 8 BUDGET = Section 807.3
BUILDING MBTU/SF
SECTION 4
BUILDING MBTU/SF
CODE REO°MT MBTU/SF — i�
CERTIFIED BY:✓�/ T
DATE• 6-29-84
STATE OF FLORIDA
DFXA PTMM4T OF �TT`tALTIT AND REHABILITATIVE SER PES
w o
d APPL! ATION FOR SEPTIC TANK PERMIT
��.AAD FINAL INSPECTION FORM y e f -
°�...,w Autho �IyJ
r Chapter 381, 386. 3 ,'FS��GC.i J
Chapter 1&D 6��`'L�i i'QUNT}r
f- DATE July 6, 1984 P N b �� b� T _H. LINIT
r
ermlt um er
Name of Applicant TERN CONSTRUCTION,
INC.
' - -
elephone No. 287-4466
Mailing Address of Applicant 8028 U.S.
ighway 1 - Port St. Lucie,
Florida `33452
lit
To Be Installed At: (Give Street Address)* See Attached Maps
Lot No. Block No. Subdivision Plat Book Page
FSize
of Lot: By No Living Units 0 ' No. Bedrooms 0
No. People
'a
I('
Type of BusinessCountry Club No, Toilets 6 No: Wash Basins 6
No. Employees 10,
Total Square Feet in Building 5000 S . Ft. Club House 4560 S .
art Storage
'Note: Attach Site Location Map and Other Supportive Documents
Si
ature Of i
SITE INFORMATION
r
,
Distance to Sanitary Sewer 0 Distance to Stream, Lake; Canal
160 ±
�_
Distance to Public Water Supply 0 Distance to Private Wei I(sl
180'
Rainfall Data: '
Is Area Subject to. Flooding ? NO -Does Site have Good Natural Drainage?-. . YES -
`
Which Way Does Lot Drain? To Lakes - Any Perimeter Ditches? NO
Depth of Ditches ---
Is there Standing Water in Ditches? YES De th of Water in Ditches
r
Distance to Nearest Residence (North 800 East 600 South 700' West
60 '.) Are Buildings
in this Area on: Septic Tanks NO Sand Filters --- Other - -
Any Known Drainfield Failures in this Area NO
1-
_
#1 FL. PROFESSIONAL NO. 3580
,---BORING
`
PROFILE F.
Peter Weber, P.L.S.
SOIL AND PERCOLATION DATA
'
12••
0-2.0' Brown Sand -Coarse WaterTabie At
4 �inches T—^
m
JT4„
2.0-3.5 Gray Black and- Coarse. Hard Pan At
Inches
a
_
3.5-4.5' Gray Sand -Coarse - Clay: At
Inches
i
¢36:•
4.5-4.8' Brown/Black Sand -Medium Muck Al
—Inches
+"
ry
4.8-5.2' Light Brow ti'
Sand -Coarse Other At
Inches"
48
-
Soil Classification: LAWNWOOD SAND
rfio
Percolation Rate: > 4"/min.
Septic Tank Capacity: Drain Tile (Linea'r Ft.):
Dosing Tank Capacity: Sand Filter Size: (Sq.Ft.)_
Grease Trap Capacity: Absorbtion Bed Size: (Sq.Ft.)_
Perforated Pipe: (Linear Ft.) Lateral Drainfield Size: (Sq.Ft.)
Other Specifications: -_-_ '
RECOMMENDATION:
of
Approval
Disapproval
FJ-
Date Processed
County Health Department
I-INAL INSPECTION DATA
Date and Time of Inspection Type of Tank(Concrete, Fiberglass, Etc.)
Size Tank Installed Drainfield Size No. Tile Feet --7-
Dosing Tank Size _Grease Trap Size- Sand Filter Size —
:Who Made Installation
z .. S ntl,uMMt1➢U[3t.IllDL'._...ApPrDual L.} PsapprovaL_.-HRS—H FORM 4016,Aug 7a 113&0 mSan--024 Signature of Sanitarian
5%EUe?Tio� . SET 1�97- Tire
SEPTIC TANKCONSTRUCTION PERMIT
,a)'Instaaation must be in accord with requirements of Chap,2
10 D • 6, Florida Administrative Code.
b) Final inspection required before work is covered..
(c) Permit void if not' used Within one year.
(d) Approved) installation does not guarantee performance,
(e) Other
4 N 47'07'11"W 110.08
i
N.89°02'1DOW.
7k'i3
•;F u s $k'!.v' „a �mn ",' r„, x t rR rl':".7 �a' E " 8
N 89' 00' 48"E 275 . 09
v,•xs s£ e5 t .sc: 4, s's r ''k YFv+ �1.» + het lhr m
�: h„ r,..°'•h, a,: s! a+,, r4kk r `*" Yea ,jar $ «
v5� + of 'k^T * )FADE'
, ° t„ > , o- x �' ws 1' " + A
AL CODES & A
aT 4..: c, r... , n�.•:..a0..- . z:v . �:.' � s- ". , .. k =, .., ,., �..- n .:�
J
I. � � s.. s„ ...r• .k„�'r,.., e.F b:_ ".:O rm+,..,.,... Fi.rv,. .. ..�. R:' ..a ,. :.. 3.. ` �a" > 1^'" �k kLx �#' � � "i.: I P
ao SEE ARCHIT TURAL PLANS` �1
LUBHOUSE 9�r
1 a k x L s5 i' 5t-J'np i
oaCABANA 1 'I>>
1 MAINTENANCE
1 SHED
0 1 1 I•` <s 1€.,J I. I`
IS ET il^e,' rx5 r ' Air "n 'I
8H1
4 8
POOL
n :�+• IVt
y.
L.. r .
o T C
Ik
DROP-OF:F. � � *
1
55
ICK3 TC a .e1�,'�,�
�> TC
rt
GOLD ART STOR GE �' m m
N
r LINE TABLE
N
f S 14'17 W 252.23
LINE BEARING DISTANCE
3
2 538.0050'58'15'E 5.49
NNIS COURTS #13 I 3 3 09'45'25'X 13). 18
a �(. T� 00 5 N 89b6.05'X 614.39
V N'.. ■ 0 T C "Ir 1 (9 + 8 5 00'53'55'X 101.70
TC#10 �
.f1 TC; #'I 7 3 34'24'38'E 5).34
/�- V � B S 00 25 33'X 177.17
8 Nee 54 58'X 2fi537
f0 S 01.33 25'X 31.70
/ ■ < 7 C 9 /0 •(0 0 12 S 30 53 30-W 235.32
W ' `■ P l A 1 41 r �' ,I" 13 3 az 44 34'e 7e.26
14 5 54 03 28'X 350.38
tom, f1 See11'X 251.52
�• U q„171yr..mx d ", 1> N 34 44 02'X 530:98
N 45 14.02'W 551.86
19 N 89 21 52 E 109.26
:FI'#'''R66. cuwvE YAaLq e
I 66 -- � N � 22�•
CD
a° v
27 IP A C E S 2$ S ACES ) Ilk o
N 1 HANDICAP ED o' . ,22
'F IPOINT OPaEO1N NIN"
00 / 0 60 a )Tn
SPA E �i V I 26
� � I s
- / a+I as ✓. ¢a
78.7 NT5 S I L2
.-I 29. ACES APED �•
NDYC o X,
m I PA K NG HASE 1 s > N <� 4�.,e a�4 '`'
r I CE •.: a T� • a t � �r
10' 20' PAR 1 G STA L r I N'
(TY IC L) Ir-O LINE X o yv. oo' a a n arl«tr MRa Ixk ,I �'' s
w1 iu r•IB AS _
1 . N
z N -# u
/o
s
414 _ 2
4l" Y
�
•
I N ■ �/ �• / I 4 3 9 2 a r a
_ _ _ _ _ _ _ ■ai�'■�. ]]]14413
N }
I � Z
G ' /4' 6 0 /4
-- _ - PAVEMENT
' 1" TYPE S-1 ASPHALTIC CONC. ON 6" LIMEROCK BASE COMPACTED
TO 98% OF AASHTO T-180 SPEC OVER 8" SUB -BASE STABILIZED TO 75 PSI
to
88'10'36"E �39.73
i
�■ ■SS ■SS ■� ■ EMS SS■ ■ ■ ■ ■�f
N 89'44'25"W 312.81
F
11
\ s a
,\ r
SABAL'CREEK '\
PHASE I
p AT 000 3, OAOO Oa `\
;ST.
4YO,a N.Y. alOR10A
UNPLATY60.
YNPLATTEO
THENCE SOUTH 09 45125" IYE5T., 131.16 rccr. i;. "C,,,
WEST„ 80.00 FEET, THENCE NORTH 69'06'05" WEST, 6 1439
THENCE SOUTH 00'53'55" WEST, 191.70 FEET TO A POINT OF CU<).i :"
�Q S • LU IE COUNTY OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 558.80
BUILDING DIVISION FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A
'I` DISTANCE OF 344_37 FEET, THROUGH A CENTRAL ANGLE OF 35'18'33';
!V� REVIEWED THENCE SOUTH 34'24'39 EAST, 57.34 FEET; THENCE SOUTH 35'31'0
6 WEST, 1360.15 FEET; THENCE SOUTH 00 25'33" WEST, 177.17 FIi1'.
v' FOR CODE COMPLIANCE THENCE NORTH 88'54'56WEST, 265.37 FEET; THENCE SOUTH 01.'33'25'
1 L WEST, 31.70 FEET; THENCE SOUTH 88 14'17' WEST,. 80.18 FELT;
- DATE`Sh'�o �ffi THENCE SOUTH 30'53'39" WEST, 23.5.32 FEET; THENCE SOUTH 12'44'34"
.STRUCTURAL EAST, 78.26 FEET; THENCE SOUTH 54'03'26" WEST, 350.36 FEET;
--- THENCE NORTH 47'07'11" WEST, 110.08. FEET; THENCE SOUTH"89'26'31"
PLUMBING WEST, 943.43 FEET TO A POINT OF CURVATURE OF A CURVE: CONCAVE TO
ELECTRICAL. = • THE SOUTHEAST, HAVING A RADIUS OF 553.97 FEET; THENCE
'�-'- SOUTHWESTERLY ALONG THE ARC OF SAID CURVE 474.06 FEET, THROUGH
SUBJECT TO: CENTRAL ANGLE OF 49'01'51" TO A. POINT OF COMPOUND CURVATURE OF A
1. SOUTHERN STANDARD BLOC. CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 50.00 FEET; THENCE
CODE i/■� SOUTHERLY ALONG THE ARC OF SAID CURVE 79.12 FEET THROUGH. A
2. NATIONAL EL O CENTRAL ANGLE OF 90'39'54" TO A POINT OF CUSP WITH A CURVE
3. ALL LOCAL A ND ENTS CONCAVE TO THE SOUTHWEST, WITH A RADIUS OF 4100.00 FEET AND A
RADIAL REARING OF SOUTH 39'20'25 WEST; THENCE NORTHWESTERLY
ALONG THE ARC OF SAID CURVE 577.77 FEET, THROUGH A CENTRAL ANGLE
OF 8'04'27"; THENCE SOUTH 58'44'02".EAST, 251.52 FEET TO 'A POINT
OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A
RADIUS OF 2600.00 FEET; THENCE, NORTHWESTERLY ALONG THE ARC OF
SAID CURVE 1089.09 FEET, THROUGH A CENTRAL ANGLE OF 24'00'00";.
THENCE ,NORTH 34 44'02" WEST, 530.98 FEET TO A POINT OF CURVATURE
OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF. 4400.00
FEET; THENCE. NORTHWESTERLY ALONG THE ARC OF SAID CURVE 806.34
FEET, THROUGH'A CENTRAL ANGLE OF 10'30'00"; THENCE NORTH
HOLLY WEBER, INC 45'14'02" WEST, 551.66 FEET TO THE POINT OF INTERSECTION WITH
THE SOUTHERLY RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST
RAILWAY; THENCE NORTH 44'45'58" EAST,. ALONG SAID SOUTHERLY
RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY, 2441.30
DATED FEET TO THE POINT OF INTERSECTION WITH THE NORTH LINE: OF SAID
SEC1'dON 21; THENCE NORTH 89'21'52" EAST, MONO THE NORTH LINE OF
SAID SECTION 21, 109,26 FEET, TO THE POLNT 4E REGLNNLNG.
F. PETER WEBER
PROFESSIONAL LAND SURVEYOR coNTniNiNa 43e 20 ecnE■ roflE Of' LESS
FLORIDA REGISTRATION NO. 3580
HOLLY&LUEBERIN1
ENGINEERS, PLANNERS,
SURVEYORS
601 South Federal Highway
Stuart, Florida 33494
[305] 286 7770
�kr
19
wyim,:,
z
OQAWN
MJD
CHECKED
DATE
30JUNE84
SCALE
282-01-04
SHEET
1
OF 3
No i
I i ffs45.l:. ,
rm
50 25 0 50 100
SCALE IN FEET
LINE
BEARING
DISTANCE
I
N
39*58'55"E
50.76
2
S
88*14'17"W
80.18
3
S
12*44'34"E
78.26
4
N
47*07'11"W
110.08
. T�
Eli
LAKE ELLV. 23.0
N 89600'48"E 275.0
>11
CABANA
E
F.F.OUSE F. 53
co
1
lw V. 2 4 6.
Co.
cp
if
RIM
I V.
2
S E
DETAILS
SHEET
4
U-� T
L2
kz�
4-
rf
if
4
A
44%
'o.
+
4r i 2 N, W
L�M+
=,
L
111111moll
SA
LAKE ELEV. 23
HOLLY &BER, INC, ',,1-
itDATED:
l
F. PETER WEBER
PROFESSIONAL LAND SURVEYOR
p s
FLORIDA REGISTRATION NO. 3580
e WEBERr,,
Ot FRS, PLANNFRS,
`;LJRVFY(-)RS
-al Highvv�iv
(,I ith Federal
i, t., Florida 3349,3
;O5] P86 777U
L"g,
x
era
CA
Alim
IOWA
0,0.
w
loija
ftft
D:z
Lei<
DRAWN
MJD
CHECKED
DATE
30JUNE84
SCALE
1 .-501
JOB NO
282-01-04
SHEET
2
SHEETS
0
!x ..,.11 N r� , - �.;.,:.FE,wS. ,,..
�'ti ,:' �.u .�i``�s�p'1. ., ��,-iF'�c'^z�€"�`,1i .k,i'v`++."+"�ihFx. :: a I��`dty4ll:J':s". `•.':d�3�A" `v ��y k@ ,�,{:� L trd,l.1m7 , rI,l'Sr,rvri'"1[ ° l iirri1�{�9'J' �4+�iy'�°�Yr ^J '�i`�t^b'k�«e @x'«�a°SyXPfl�•.nw• r_sy�zx, ,.*.�p:�ra �"..
& 1.�.�ta. �7�4J C '. ?: � -r°�u ,�,-.rz., •. I. n� d� {d h:., k� i �' r.�• ',xt
aw.rn 4a,erx :ate F � I.. y i n� �5 m
�.'4 ✓ni 6 +rC il �. ;,. arrcF � S vd z4a*.;,.?`v ♦dli, .S.i .,y �� .` ��
k0
. .s: '�,�
SHE -ET
INDE
v
�,
.�x r � '���''�fud+:,�"AlY�a".Yro,.�f'� `- �"lf '-u �i "9 �1 i' � "" = z '�eK'; p:
�� ,
f p�
5� ��y Ym�"'aeaFa un"ui�a� �� +' �
��li�tt per; _�u, �I
.,. �HWIO '��
i�ni�lrl��l
615
SECONb 'LEVEL
PLAN i
10
[�
Q
0
�0C
,�
m
O
co
W
-
i
Lo'n
N
O
U
(nW
W
F
o
W
l�
m
a
Q
z
�
W
co
N
z
M
I�
W
Q
m
lUN
W
0
Ql
W
a
W
co
J
Q
m
,
F
U
L
m
Lu
WC
0
m
C
7
n
0
�
ULO°
O
7-
u
m
m
2
Q
O
J
LL
CE
LL
-
CD
,
U
�
�
O
�
U
c
W
D
LL
J
O
U)
FO
S" E E
2
F
8
w
GASP POSt �AS�
F-17G6 C F '-r E
SMoo-fN f5rfuc40 6A lV
vER ICAO pAtfiERNED
5?ur.LO
i
E'k yvy^�,
i
o
y
'f 4kN
S.YvSo-a 'Pi �✓ y„ 4F
' L WO T� CiHwvC P1JOF1fl(n -7„
u
ul0 rA
vy
ix
i
s
i
4
t
'YTS' zLG�HI�G1
dr
0
loc—
%.91 � ^�';, ..�",:, � --- 2x10 r�GI,G .� "- ✓L �VOGfl �iHG�KG 20d�WlnZ
L,v
loc—
%.91 � ^�';, ..�",:, � --- 2x10 r�GI,G .� "- ✓L �VOGfl �iHG�KG 20d�WlnZ
L,v
Ll
�� K � %ub M $�"o � • "f
r Aad e�
R
i I-
n �
'
Intl
3
I I I
II
I
F
N 'I1
I�i
NORTH ELEVATION 1/4" 1' - O"
r + 3 y
[�
Q
0
O
V
Qm
!t!
0LL
c0
10In
o
U
(D
w
F-
�
Q
m
Q
W
co
°
z
W
0
w
(�
W
0
[0
>
W
[ram-
W
EE
�
m
J
m
Q
�
V
U
Lo
m
CE
0
�m
0
r\
U
z
O
r
cu
c�+
V
�1
m
m
0
Q
0
LL
CE
0
L
'
m
}
U
�
�
�
0
0
2�
Lg
W
W
U
�
nnn
�J
0
Fr-n
D
UJ
S H E E
n 2P4
O F
8
■`.
11
{
1
h
Fx r
4W I
}
�+
r
1' S+ �
d
y
V
'�
r3
> 3r
2 }
Y
v
K y
rN
YuY
f k
� , a
S x,
n z R
�
1 F
Y"
ry f, nl#
, W r f sl
,r}K
e Pf
a!
w d 'S f �I y '�''c Y P: 7 �{,Ef d'k "vu a^":a '�^• r �, t �«''; r �, 4 1 d' 4 t H n.
Wc
y>`+��7M1RJ"# F,
"# x
4-
IV
'.;�. a 411 1 ' 1
F ~r
Yr
1
.: }
t
� a
E 3 p Irh a r
Wr
b
F kM1 n r.
eAw
..
U , ,
,w-aa ..-_.,a .: .i w ..E.. �' .';'+v.-.. ..Y.; .e,..n.. ... .. .. ., xn @.. 1",Fa ., ✓�.. d. .. :. ,-ry Fa'..ai5'Fu, .. ... ssr�. .
^;I
hMIGYJ7H
'S�`6
>,
�.`;
r-
r 1x
sWVIIY r T
F a
{
i a
Ix
f
r 1"a
s i
SOUTH
ELEVATION,
[ 0
Fr}
Tt
5 rn
f d
LL
Y 9
i�
q
V
0. t 3+
,
w C
i
R
1
3
F v'r .j1
M1
Ti J '":'e3.
"itlt�,gi"'r��r�'.t
Op
n n
i\l Jll
Cl/CD
CE
l'1
J
O
tD
LL
LL
1
�
LL1
a
N
U
(o
LL1
W
�
o
Q
0�
W
CO
a
Q
Z
�
0
W
N
r
z
W
0
w
W
co
w
W
Vu
Q
1
co
m
m
J
Q
m
a
U
m
'm
EE
W
0
m
r
h
❑
r.,
U
m
z
O
N
m
�l
m
o
Q
CE
O
J
LL
Q
LL
-
m
U
�
}
MJ�
j
l[�(
O
W
U
LL
J
O
1 SHEET
4
O F
'' 8
.,., y :. r .�.x r. • x �t)"'l��, x.y `i�a �: .': �. .,� �� .0.'h°fi!^._�r,Yi
MOM*
, .. .. .urv., ry .. .. ... .. -:..s rc i✓ u. v �. }. LS ... }._ '.fc .t s. v a .�.. Y �1.. 'n4 :
,
!Y
✓ r n.. 2i _.. I:'C2; Xf.. .�. ♦" �.,. .. ✓ 1e. Y # . b . .v.ry
k .. $'. .rc .. Y 0..f r .. 'M... .... �3 n ✓ :..,. t i ,i.. . . 5 .. .. ,.. .. ... a. .. � � . "'
am
smuma
Coy- 10" 111 3= 12"
IOrIc 7i
F O 1.1 N D A T 1 U N ' S (.-H E D U I-.. E
- rc) -- --------------------- ------ -----
-� F-1 1'-B" >; 1'-0" thick footing w./ #S
1 d bar=_ cnnt.
F 2'-H" x 2'-2" >: 1'-O" thick footino w/
" , Icy✓e�. r a.f #5's..:� 1<" o.c. both ways bottom.
h r
f-' i'-U" x 1'e" x 1'-O" thick: footing w/
#S @ 12 o.c. and cont bars from F-1.
z 1� .. 1' - f00tin4 w%
o.c. both wave bottom.
F-.-, 4'-8" x 3'-4" >: 1'-i3" footing w.' #5 :D
12" o.c, both way-=- bottom.
-4" _4" y 1' >'y' footi.nR wr t-; :1a
1 o.c both 4Jn,/e bottom.
x
F footing w/ #14I sSi
6 o.c. both ways bottom.
4
w #t iftw,- ' _ FB Rio.id frame, moment resistino" footino -
�`' TRAPEZOIDAL SHAPE AS SHOWN le -THICK W/#5
6N O.C. BOTH WAYS TOP AND BOTTOM.
tj OO FILL CELLS WHERE SHOWN WITH 1*5 VERT AND 1#5
DbWELL TO FOOTING.
"„"� RED COLUMNS SHALL BE gx 1-4 "#5 VERT ANDS
(` TO FOOTING.
MEN "Ell M-
I
a.
�;�, nu
�n�r�noioemmm�������►!mi��mnnl�ioim�
rl LlLLV
4A
WEBER
;_
b
y wS-
_
41
� � • � _
s
N
PL�
Pf��f'yyyy9
C
t
�� _
d4`'.'i,i
_
• i
_
vw\1`_w
N
�fiA
� •
IMFw +r
a
Q
0
n n
v
�1❑^
LL
fQT1�
l'1
N�
❑
u-
LL
U1
�
U
lU
F^
°
og
LLI
m
Q
z
uj
�
Q
z
W
0
o
w
MJ
0
W
w
W
Ql
Vu
CE
I
Q
T
0
m
fCJ'
LL
0
m
Cw
�
CG
G
�
D
E
U
to
0
O
CU
V
m
cl
Q
LL
J
LL
Q
LL
-
LD
L
}
U
�
�
�
O
llW
O
>
�
U
co
W
[1�
D
LL
J
❑
ll
U)
SHEET
5
O F
e
m
TMIMPURNS
+z .
3
61t-�'6,1-E iI 7
NI
y
a
N
i
Ili; •,>.
�
.
OY'L`a� _I PP>L
X
NI —
f i
� J
R-4_
p N
Z
Q
w(G y
v
F12E WALL.--SGE >•.10'r'EE�EI.OW
s,
;I t
e .
F
T
_+ r, r•., e PLPNILINCt W ' eiiE. EL- TuPs
�oxKu-iwv¢ic-E�Cs
� arias
9P5 N fN�u �hE(L�I c E GALLErZ1
�} (r1xZi' LEi _ \ 312X3yaxV4 c a "
GOL.To 6EAM FJ L-0
6/NImE i,
IT
a •,.{�
4 t l 12r zz
.- . 1r- • pre jJ - ) R IGII7 FRAAEovr_
i d`
V
.IJ x
Z 3 %z
"? GOL.TO BEAM V�ELOW v I
— � T• �u �`' = � tl r:� '' (2) ��2,t t OUi•'L ✓17 .��y � G. � '`•�11 ��� II ._._��� `/
S v. III LON III GI I IZ e- - 111 -( Pal
III Ip �� III III III III II
t'1 Nam- cal a'7 ���iii (L7 T.IGU ryy ?n•-r (r.2��,
4x c > Mo
II-I'K Hw__Er rACzil'(101d 1 ATTrV,
I YE 12 5/18 F D6.! EAGLI 51
1z of 5EA TO FD
EI1II� (TY� EA �.,
W 14x46 GOI,tfYP)
ro IL. GO IJ 1J
1i
S
�[L -
t�
V
V
S `N
S
�Z
� I t*� � I I I I ( I 'I',I I I I I I I I I' X� I
! _ h _- _ _
5 G z'- 2' low,
> >j - ->
r gx�
co
L 5.
c7
Y
J
0
1.1
HOLLY'_ WEBER INC.
ENGINEERS, PLANNERS,
SURV'LY'ORS
6D=�'Soy:,thFed�r�l
Stuart; Florida 33494
( )snaes-z7-7o
[,�
Q
0
n
❑
CD
\J
0
ft�
tr
_j
LL
y
o
U
(D
d
w
F
a
LU
m
�
z
�
W
CID
N
z
11�11
F
W
0
[0
w
W
c
n�
Vu
Q
I
c
jtjVjjL
Q
�
�L
ULO
Q
0
m
W
m
7
p
❑
r
U
L
Or
N
m
00
0
J
W
CE
0
L
U
J
O
>�
W
rt 0
V
J
0
U
UI
If HEDU1L°
I.
IVERY
CTRIC
SIDE Sr
t�,��w t
" W 12�cA O
W I7-x2ZG0Nr =`
UPPE2F�AM ,. _ .
z
/2xV
W u ITS
y�
q LUM
G O I.Yi
i
4
M�
E #
'
3x-3 3/or
rfEE L TU E5 E
@ G1--01, O.C.
G 12
VZ„vL�
4x(ox %a
0
Z_ x 2Z 60r-� fl
LAWE2 MOAM
�T21M
�W o0 0
yll71 IJG
r2N Zn4'h,
G 24" pL
Z x 4 61.06'KINq
,A-M x
N14g46
K 10 '-15
LM GLI 1
.m.. ear' .«a'"s,,n'„"' ^fir-`sr'� b ��„k•w1•;.° f w
777
e'raY�"No't.ti a�yfl� � t
� II-pn
GU'.L¢I�lw; iG"i.l SELL aG
RGU�.1D ALL q.
�' 3y, m= � hf ',� aI -�a '` �•:{ „ � ''�* � � I �x 'A xzvv. X '"R` �T'"
e k
d O�I VIF
`� r... �C " GN U I N �- �-. M"'�•' W �� �L. L.Iif �r'- �%
4
2�(o gU�I�AS�IA. 2h 2x 1(9 FA,47WA
t+ p� lx4 P1 1�Ir1 4 ��' y D21P �hx4✓ �y. TRELu�
-7
WTI
07,
' u"0� `"" im �` { 1 "'�a? "` + GALS/ LLI P�•s
„ EALN �M I r-1PLu� QEGE�i��D �ij�°� 4" '2 „
t
P.7 2x4 PLFa fE
ty 14x 48
" Q-I /a I p F(LF�f"I 6 Pam✓' L'('o G 2i �-O 0
5�(LN FULL
RED O F MAyT I G --
' r—ExP. �T. GOLr7NIAl� �AS���'
0r x _J _j
Lj (2UE60 '
E N LA h G-M
q i q �� I �iLAV WI m00%
° (4) I3/44 24j1 P.L441;72
f��p�f�.GGMP;a.tTEo
•° p o el -I P7G0 G (La U-(
(2)61hL.-,l. 'i NILNG1�
"I '�/4" �NGNdIZ �DL15
13AhE. FLA51-IING
3" �L aPF
I
- I�ll4- x 48
1 ( FIN ISLI GRAPE
�IS�#8tS EAc-I-1 iAAY
TYPICAL TWO-: STORY F o
SECTION �ff� �' N�-r�— F�r-1 F l� �N�wN—ru�t'r-4�
4-5` F�rL- GLPR-II-Y.
�- HOLLY
WEBER
Q
0
(D
Z
nnnnnn
Q
O
m
�
J
W
1
�
o
Z
U
(0
w
F
°
g
Q
0
W
10
Q
Z
W
c
z
W
0
N
t-
W
0
Q)
W
[>�
W
V u
cl
hI
v
nn rr
UJ
m
m
nVnL
V
U
m
Lf
W
W
0
m
�
Q
U
zz
cu
�m
a
0
J
W
0
W
m
nnnnnn
V
❑
U
�
�
�
0
C
C
�f
0
�
U
rog
W
W
J
0
ENGINEERS-; PLANNERS,
F-I eo-rroM :- c, SURVEYORS SHEET
601 South Federal
TYPICAL ONE STORY Highway 7
tuart, Florida 33494
SECTION c3 �, 66-7770 O F
L G� hl G • e
O
LL
m
�
U
�
Z
LL
0
U
i�
ni
Ell- ItItitFIllIllitIIItlFIitilFitItIFIIFIIIItIIIIllIIFltIIIitItIitIIIitIIIg, 77 lIIIIllIIFItIitItIIIIitIIF Wil I IIIIIIIIIiIIitIIIIIIFIIIIIIIIitIFIIIIitIIIItIIitIIIIIIIIIIliIFIiIFIitIIIIIitFIIitz I IIIIIIIIONE"" illIIIIIIIIIIIllIFt IIlIIIIIIFIitFtFtIIIIIII - ,jL'I IFitiIIIlItilIiltI'All Iit"i 1� IFtIIitIIitIIIIIIIIIIFIIIIIt"" SIP IIIIIIIIitIIItilIilIiF �F IiitiIInm IIIFIttlIlIIIIItlIIIIFIIIFIIIIIIIIIIIIIilIIIIltitIIIIIIFRyji��;- 4W IIIIIIIiIloe IFtVw IIIFIw4l� iIIIIIitIIII736 IlIIIIIIIitIIIItIFitItitiIIIIIIIIElk, I—
iIitIIIIIitIIIIIFIIIilIitIIII
IV
3
G=
Q
0
�llJU
O
tD
w
1
o
U
(D
W
o
Q
p
w
m
Q
z
w
r
u
z
s
w
0
o
w
w
0
w
W
w
c
n�
Vu
Q
i
�
U7
_J
�l
U
to
m
w
w
0
7
O
0
U
°z
o
cum
4
k
k
d MAN Yld ��
r. AL At'
�tSi A•�rI
4�5
�H N
M r4
lh'
r�
:V �fia4,a
i` tNlsx,
g`"
k
'p
S
a
Y
i
LL
3
V
W
10
Yb
!�
1
V 0 i
P'n
A' {
, ,
yy
, a a:
Mir
"I,�
NAFa
u �
S Ai IW
"y
'
MIT
Al
t.�T3`�.44 M3wkv�F"
�
gp pF
�04}itrr
�4f`W h a s
ti Wt n p
a
,
TV
ELECTRICAL NOTES �` - } .�a�'�a
1. The contractor shall obtain all permits for work under this contract.
He shall also procure and deliver to the architect all certificates y
issued by the authorities having jurisdiction. Contractor must visa' +3K`
job site to verify existing conditions.el
2. Scope of work includes providing systems o power distribution, light k , 17
ing, fire alarm, telephone system, including all conduits, Junction(,,
boxes and boxes, all as shown detailed and scheduled on the drawingsoig
In addition E.C. shall provide a system of temporary w r and 17 b4
outlets, as req'd for use by other trades. k
3. E.C. shall make all power connections for H.V.A.C. and plumbing equip. { i14'w
e
all necessary controls and control wiring for proper functioning of
equipment shall be provided by the respective installer.
4. E.C. shall coordinate all box locations with building architectural§s
features for proper location in center of panels, etc. Symbols on tl1
drawing show approximate locations only. Contractor shall relocate
outlets within the same room, before installation, at no additional
cost to owner, if requested.
5. All loadeenters, breakers and safety switches shall be permanentl t rfi
marked for identification and all panel directories shall be typed,L
checked for accuracy and placed in panel doors, FuEm s shall be dual „r ,
Y
element time delay type equal to Fusetron µpm
`f, 4Ica Ytl
OWN
6. All safety switches shall be general duty 40V in Nema-1 type enclo r
sure for indoor and Nema-3R type for outdoor applications. Provider k»#"
Greenfield connections for inside equipment connections (in dry 1ocai# �{
tions, and use "Sealtite" (W.P. flexible conduit) for outside equip-)° t,
connections.) This applies particularly to motor operated equipment„ , r
i.e., fans, HVAC units, etc.10
s
,f
7. Conduits to be run concealed wherever possible. This includes chasing,"',"
block walls or routing wood columns and walls where necessary. An) < yx 4N<`:
condition requiring conduit runs to be exposed in finished spaces
must be cleared with architect prior to installation.AD
,
8. All switches, receptacles, plates shall be Leviton, and the color of^� r ax '��
these shall be selected by architect. Switches and receptacles shale{�
IA
be 15A/125V intermediate grade. _ ,r
9. E.C. shall guarantee his work, including equipment, materials and labor .4
ij
to be free from defects for a period of one (1) year from date ofIIV "tx
acceptance by architect, and he shall promptly repair and or replacd + aIT
{11an�
any failures or defects which occur from normal use during the one i " grng
year period, without additional cost to owner, provide owner with krrr;
copies of all factory issued warranties atl time of acceptance. «r:
10. Installation shall be in accordance with the latest. additions of 1oca1,� � rr�2Y
state and national codes: all workmanship shall be to best commercial
All materials shall anu
.z
practice. lbe ULapprpved
11. All conductors shall be copper, minimum size #12 THHN/THWN conductors Asa
#8 AWG and larger shall be THW. Use Poly pull wires in all empty conduits
Resize conduit;
12. PVC conduit may be used underground or inconcret slabs.<,�sk
aY r
and provide a green ground wire where necessary. ,T 1
t�.> €
1
q 1A
''
c
tv
5,t�'
,s.
8"X 8`X 4'
w/TN
�
�
0)— 350
MCM
40oA /
2�a
,
44,
Vie
Tio
IT
�tt$r
Nr"N.
INCoM/N(a 5Ezv1cL: F�ZoM
PAO MOiJNT T2ANSFoRME�
(Z)-5oo MCM £ (1)-35o MCM
L/61H7-iN4 6o.vTAcr012-
7_)1&1FL0ck- 20112P- s11vC71_F
1't, ;{
fil
ELECTRICAL RISER
Cow
LOADCENTER "A"
RATED VOLTAGE 120/24OV-1¢/3W/SN
LOCATION STORAGE AREA
RATED AMPS 225
MOUNTING STORAGE
MAIN BREAKER
FEEDER CONDUCTORS (3)-4/0 THW CU
BRANCH POLES 42
FEEDER CONDUIT 2"
BRANCH DEVICES PLUG -ON
MANUFACTURER CAT. NO.
LOAD
BRKR
225A
BRKR
LOAD
BUS
Vf
Z
I
10
BUS
AMPS
DESCRIPTION
a
f
a
DESCRIPTION
AMPS
oo�
6
a
A
B�
V
AQf
BQ
2
1
20
Reren ac es -
10
Emergency & Exit Lighting
20
1
1
8
Lighting - Locker Boom
20
1
3
4
1
20
Receptacles - Lokcer Room
3
in R - Locker Room
20
1
5
6
-
3
-Light
Lighting - Locker Room
20
1
7
81
1
20
Receptacles - Office
6
Lighting - Locker Room
20
1
9
lol
1
20
Receptacles - Bar
3
6
Lighting - Entry
20
Ill
1
1
20
Receptacles - Bar
Lighting - Entry
20
113
1
11201
Receptacles - Dining
3
6
Lighting - Bar Office
20
115
1
12
Lighting - Dining Room
20
11
1
1
201
Kitchen Receptacles
5
6
Lighting - Dining Room
20
11
q
1
201
Kitchen Receptacles
10
Lighting - Kitchen
20
121
21
1
201
Kitchen Re
3
Equipment Rooms
20
1
2
14
1
201
Refrigerator
3
Lighting - Dining
20
12
1
2
8
Exterior Lighting
20
12
81
1
201
Washing Machine
6
Exterior Lighting
20
1
2
30
Dryer
24
8
Exterior Light in
20
1
1
4
7
Exterior Lighting
20
1
2
30
Coffee Urn
18
8
Exterior Li
20
6
15
Exterior Lighting
20
1
81
11201
Ice Machine
121
TOTAL AMPS BUS A
CONNECTED KVA
INTERRUPTING RATIO
e,Controlled by cont
LOADCENTER
RATED VOLTAGE le"
RATED AMPS
MAIN
BRANCH POLES_
BRANCH DEVICES_
LOAD
BUS
AMPS DESCRIPTION
09
5 1 AHU-1
35 AHU-2
35 AHU-3
24 AHU-4
Makeup Air Fan
GROUND■
KEYED DOOR ■
FEED IS TO BE BOTTOMO TOP ■
%M3
M
F1
MI
LOCATION EQUIPMENT
ROOM
MOUNTING SURFACE
FEEDER CONDUCTORS
(2)-3/0 THW CU & (1)-#3
FEEDER CONDUIT 2"
'
MANUFACTURER CAT, NO.
I9
BRKR
200A
BRKR
LOAD
z
F
\
1
a
y
J
dl
J
a
DESCRIPTION
BUS
AMPS
X
Q
S
iC
U
Q
AO
45
2
I
2
2
20
Cu-1
3
4
45
2
5
6
2
20
CU-2
7
8
45
2
9
1
2
20
Clr_3
15
11
1
30
2
13
1
2
20
Cl-
10
15
1
81
2
20
Kitchen Exhuast Fan
7
TOTAL AMPS BUS A 148 BUS B 138
CONNECTED KVA 35
INTERRUPTING RATING 10,000 AIC
"• Noncoincident Load wan
1
GROUND BUS
KEYED DOOR LATCH ❑
FEED IS TO BE BOTTOM❑ TOP 13
G F I PROTECTED CIRCUITS
15
7
IT< - raw. r }.a.,. ., :.d c . o.. ~s .• , 5 fey `G
sm.... -
., q�,... . :�...
..:., ....,_AVID A. WOJCIE
'.m. Consulting Engineers eers
—
,.
I 868 N.E. Ocean Blvd Stuart
, Florida 33494
Phone
225-0176
,...�. 'A. r, a ,. u3 44 , ..:��, .. <>. .:a;..e' < , ._. na u ^ d yy.,, �',ai•. 'Y.. -tr .:,; ....' . �''f"`, .. p�
.:.t .i , f ... ,.._.. ... ✓N,. w .. r::. ,:,.. ,.., r '.-_. ,.. ,m".... -.. ". ,. $ ,?Fl:, -:., r,v., ..,: .+-NL ...... '..f -
._,
4
f
Q
0
Ql
T❑
CE
LL
o
=
U
(0
C
D
p
W
m
Q
z
LU
o
W
z
W
0
D
0
W
W
W
(D
Vu
Q
i
O
�
m
Q
U
m
0
m
CQ
G
U
°
0
N
0
LL
0
LL
m
v
U
M�
D
l�
O
?
�
U
Ln
rog
W
0
LL
J
o
0
S H E E T
E-3
CDF
3 i
IVI.SIO -: `i'E
,IYISIO" , , ,.,,;.
:11-'ISIOIII ELEVEN EQUIP
1-Ag sutmittin
of t h . wor
a
The Owners rest the right to take possession of,'+'"a
or use, any mom 'rated or partially eompleted,lsortio,
of the Work at an), time. x � ,-
r
t Firs :.1
,r _-en uco of adjacent premises is necessary for acco-
?implishing
the Work, it shall be the obligatio
the Contractor to make those arrangements. -;
1-B ut ing•and Patching: Structural members°
is cored or drilled without,',!
yg
and patching necessary to°`,.
several parts fit properly, uncover wort,§ or rem
and replace work will be done in a neat wcirkman-1
manner§ using homogeneous materials..
„p
f iM
1-C Submittals and Substitutions: Make all submit
talc of Shop Drawings'§ Samples, requests +or sub.ti
'Yt�k
tutions, and other items§ to the Owners in writing
l
It is the Contractor's remponsibility to corti+y
x,
t hat all materials used in the Work comply with the
r
,,,provisionm of the Drawings and Specifications..'
fit
. i-D Operation and Maintenance Data: Operation and
.,.
Maintenance Dater 0arrantiesi GuarantoeS Manufac to-rs=t'!
rer'% Bulletinm§ Cut mheetc§ and any other portin
data necessary for the operation and maintenance
this building will be bound in an 8 1/2 x 11"
rtruction Manual" and three f3) copies given to
Owners for app rovaI am a requirement,'
t
1-E-Renuirod Testa: Provide all tests as r-squire ''
a
Go'.'ornmental Agencies related to the prof ect
d
specified below.
1-F Tsmporar:Z Fa - ties 2! Gontr
for shall provl pay for all porary'';
_ time and
t
(l) To
electric],
(2) Field m�
P
d
f3) Enclorure'�_
canopiora •""'"
Fir'
r t r:
1� r
4: i..Spul
- ]._n_ rre_ni'n�S DD
scrap, debris, wart•,.
required for constructio � ,1�
W
site in a neat and order:;',
.IR
l
bf io k'� rCiti 5rn i
a
pa ar 'the mite; clean all coil, smudges,
,a
etc ri from't o3nterior and exterior surfaces Of the
structure; remove all paint droppings, spot¢,*;
st -ns, etc., from finished surfaces; clean 'all
rl
ail• and mirrors. Clean all the work.
s
Appl ic'.,§ ds: A11 rk under this.
Contract Sh �.to the la t edition"
% Of
•
_
0 1 cal eta t e
nil s codes ordinances
finance, nd
a. t _
regulationper ,. �o the 4!ork, A.C.Z., A. N. S. I.,
-
A.S.T.M.,N.F.P.A.�, O.S.H.A. ETC.
1-I Notification of Owner: If the contractor
believes he has discovered errors or omissions in
the contract documents, he Shall notify the Owner in
}a
writing for clarification before proceeding with
the !dork. If contractor fails to give Such notice
- and obtain clarification, he will be hold
responsible for much emissionc and for the coot of
r`
------- —-------- -----
Y
'`DIVISION TWO- SITE WORK
2-A Clekw:art E Remove vegetation and organic mat
am bull .*3 and pavement area , remove from si
action.
Shall
F PIS
) not �ry 3er
Isar, rand without
l,p it s and
t hon
Fits shall be por ar. from v
8 Iaboratory to jet" tstal
m
elrado 60. Bonding s all beadonel,al thou
.N rct ',f or moment securely tied in pot#itia
h: l rz not less than 1 1!2" coverar�e i
.7.` ..rd columns and not lose {than 3" £
P r-c i bent barn at all, prnerc c
a.r:d tI beams Rrnlid0...g•,t .,,.,.
r at all splits' "
hall meet ASTM A-185
saw,
ed wire fabri4v,1111
mesh at ]oast
' on t"M
ad they sh
D 'Vapor barr'ior:> _
trrier' shall be ..installed u
E Concrete. Portland rem
.and as per AS, 14.G-15§.?, :Ty�Q
ne Ag iisC i
e:-a n, :ASTM -33.,.
installed Iwiq
Unless otherw
pihalt impregna
lono va
ION FOUR - MASONRY*`= tf • ,�,
1 Concrete block
•p
units tp„•�,
Provide all %hapoc and s
o complete the Work with a minimu
ng and piecing, „
O'ido cloanout openings at bottoms o{ all cc
.t+al .f11 �4td a.t each lift or pour of grout, wh``
NONOur is in excess of 4 lost in height.
s after inspection and before grouting.
ilj in bolts, str-aprr hangars, inserts and other
chcrago de-ices needed§ am the block work
ettr'cssec, to support framing and other attachnonts
quirFd.
= concrete block in running bond Stith succo%sive
qor lapped 113 of a unit - „gortar joint, to be
a
do tom orary braci P n ' " aired; � •• support
.ate block wall pane '"
"tr. I,
'ortar: Mortar- for block work Shall be a package
ct a r_
conf ormin_ to ASTh1 _ 41 +or M,;14r�rttry !'onion t;
STM G 150 for Portland Cement
Sand for mortar shall be clear hard, sharp 214
can n arming to„.;, p}_: -, 9 ;, mortar shall
o ae. ..
1.1 Material %hall be relected" ;;..
s
2• Mort r Type 6 mortar consisting," 'Eno partT e
part li a
c1 and by vol,
f
,all r .tck masonry a` hewn
it 'ngs. o done in a mac h-ica.l a
mi w, 'nt of potable water re, ,red
d+ imtarice.
5. ng
Protect walk
plastic cheat,11
Cleaning Shall?
sot and other c
.;,'been comp I%to
not
cent
isint
in d Brick Maaonrw Walla ,"
ur+acec al re dy constructed w
Somme` hen mortar has t
surfaeo.Use wooden or other no
-o remo:•e larger mortar part iclee« >,
flo
3 brick to be clleanod. Prepare 'I
:d
solution in non-metallic contains.
`d
'nto riator. Start at the top o+ the
t
'.cleaned and work to ground surface
g S 'ifi+ b
�tle brushes and non-metallic or woo
s to remo-morta4
and other, ctainc. Flush airs-
% on
the cleaning solution has come i
act
to bottom with water to completel
ve ro1.
ore it dries on wall. Clear,
than;,..
feet at a. time.
1
all +i ret:rick in fir.,
`fin c
x ,
rapt
r with lime mortar
Martl_r.
` rble shall bs.
s w ,r marble
polished and corners eat
fig at Fix t.-
and
t
ti
touch up all spot% whore chop. sea
coat
have worn off using the cams br
IG of pat
t as Shop coat. "
d`
al Sttai
1 48" diameter pro -fabricated Stes<
ith one
htermediato landing and optional +
'osigri grating
reads. Sleever Shall be custom cu
o exact riser
eight. Available from the Iron Shoo
S13-923-14?9>,.
.O. Box 128, Broomall) PA. 1?008.
�
-D Exterior
ail at loading area chi < iE 2"
i emote, weldedsteel
tubing with all intsrmsc�
round smooth.
et in 3" dia. x 6" deep rocerp;
nto cone, Slab
£th "Embco" expanmion grout..
5-£ Field Measurements;
Take measurements in +iol'
as required to ♦
ri+y supplomsnt shown on drawingmi�
scums rosponsibility
+or fit o+ Structural members,
t eel joists and
.other rtructura,, Steel.,,,
.rE Oplen Flub Ste
l Joist%; All design, 4obricati
d arcctior, of
%tee) joists shall con+orm to th`
&test Standard
Specifications ,and Load Tables ioiw~•
Open itch steol
joists Am adopted by the stool Jai
Institute! Furnish
-
jai Sts as Shown on drawing%j.
acceesoriea and
bridging as required for compl
inet3l)at.lon. P
c"ide shop coat .rust- inhibitin
psi r;t. Rust-o-Lou
or equal. _
-------------
DIVISION SIX - W
OD AND PLASTICS =
6-A Lumber; Framing
lumber shall be #1 or #2 dons-
southern Yellow
£ne or #1 structural Hem -Fir, Kit
dried, straight
and true. Studs and plates mhall ba,
Stud ado o+ an
nail' shell
species. Bloc ng, bracing, an
a utility air adpf d provided a'
.'
lee-`
•.'. reran` on ra4t 'or hooded +or- a proper- art=
.complete inr 11ati 1] flashing shall be 16 oz,
n:
copper-v
int ls no o
Wt�inq;
%-E Se-RIants---- • St%Mlard interiorriilededge
h lss with ne S#.
caulking compoua one part acrylic latex
a9coeding ID" from each end ofii eh Xrl
mpound much as DAP latex caulk or DeWitt latex
-
'aulking. Color shall be mane+apturar'c Standard
6-D Tongue and Groove Coiling: ProvI da and install
painta.ble grade.
<.
1x6 "Y-Joint' SYP ceiling where shown on drawings v
`f�:and finish schedule. Install with fully concealed 'tl
;terior sealant shall be a one part acrylic pQlymor
'
1.1£ng, hot dip galvanized on exterior. Joints ''-
c)' .--.;, i)a, PAP, or Sonolastic. Pro'.ide
r
11 be tight and trusror shimmed a% required to
t�- .recommended b�- manu?-acturer.
'.
fiovide planar surface.
:
"E
#i untarred oakum+iborglass,
:. s.6-E Bar .rail rhall be formed 2"x6" nominal ]oak. bar
thylene foam. Filler .hall be
Fr'atl.
:.
p '.pectin with caulking compound or
.� . ,
ant rF^
�tS,-F Rough Car-gentr•1: Contractor shall furnish all
,,.>✓
.-•'_
or and equipment necessary for the completion o+
-----------------------------
•°•
�1 Rough Carpentry work as shown on the Drawings ...
S AND
and hereinafter specified.
e-A Doors € s: firrand install all
Supply and install all rough hardware including
mtanjsrd an lard doors ,gkd fr-amas hgkan on
bolts plates, nails, anchors§ brackets§ spikes,
the Drawingstr'7,,
straws§ clips§ hangers) and other, fautoners
necessary for comp et£on of the Work. Rough
ut al door ifi" har d,iar.e a,nd hang.
hardtaarc shell to hot dip galvanized.
4toct as r- :-by manufacturer. Fit
i to pr to p clriarOnce at jawpS
rll
Prori de anchor-s, blocking etc. required by r. "
:ads, s c 'oona, Undercut doors
Sections to be built tn. Provide grow
#.red
-
bl ocki na for all Sectionr.
Nat bright common wire nails -
corro%I l- or oxterior work <galvanized. is'i:
im °18 gaga full +lust-i
acceptatl '.: ^>ubdrill where necessary.
..
late '- o face Scams. Finish
•
Remove � "including
rr t. _. Frames. %hall be 1E
, e ct:i
•
woo ;- form lumber, scra;3
er side § 5 314" x
lumber', %ha -diner and mawdust in contact With ground ''
for '.-;_" ma+ot�, chain ,
Leave.. no wood buried in sill or back+ill.
-''- `l d, eras 'it as-ica and wall
stnp.. Prc i do she coat of
P hromato primer.
Pro C°t ` a11' ♦i�"'roductr
delivered to
Fine and mo are gain by storing o
wtei
et
:,xixtand
d all to insulated
t
r•'
mi l lm
v
?
lur insulated
..
Coll ,,,Fie
cc! rti th;
Ul label
s'
b rating +or- doors.-
}
and gro," Stool Finih dt'
e. Finish o
,q
receive a re. From all be 16 gage steel
with three anchors per %id ;rq x 20. Provide
lockset, and wall stop. Pr• o shop coat o+ zinc
chromate primer.
French door%: sold Stilo clear +£r doors §with
'i,,n le•. ,.. R't'ei size ac shown onwn drawing.. Tempercd
•tint glass.
��•�
4. Extol 'solid core: Six panel clear-
i
exterior varnish grade,
' 'ril' iC Aild rcr
5,- Interior Solid core: Six Panel clear fir§ varnish
grade. '-
tn.,
longost lengths possible to eiln'imizoJOInts
I or miter cut and fit adjacent pieces to
ma
6. Interior lsc£nat&: 1' 12"
tight. Shim door framer as require
'i
nominal thicftnocs
nomt
laminate covered on
' Square true and plumb frame for doors.
a.• 'ee pri•. icy lock
and automatt,p x-pturn,.
'!3r:ter£or trim shall be clear 'varnish
ra
?,,... ia'kl '�
'•Colonial'**yx-
lou_
, err.. doors with
har- d w a r e .
FurriWg shall s "pressure treated Yellow
inrta.iled as req fired usingmhimm, if necessary i to w.
pro•.•iJO true pla✓.ar surfaces for finish materials.
A `,:.rood £n direct contact with concrete, m
o, 11 shall bepresmure treated in complian
t .nt i of the rtandards of the A
A►rs Armociation. Apply nt
preservatives to all cuts.
6-B Hoe ''Framing: shall be southern yollo
p' <c yonce malect structural. Exposed
P d
s 11 ,hand selected, Fe _1450 PSI.
nail Decking %hall be structural
;yellow pine <syp> Fc >1200 PSI V-
-face. Size as shown on drawings.
absence of "blue" color streakis�
for plywood with clear fir edge trim.,
tccrs. Construct lockers as Shown on -awi�
ial Shall be oah or oak veneer plywood at n
its.
rs WD x WD ou tswi nc
SFt � • •
+.
f ;
v
ra
4.« �
Y b
R
� H�".a
.•.:� Jay.+ ,v'
v n" •
�. �
>�
x
l
a. yyF
may'
w
F
K
1
�
ea
F $
•
a
i
,-
•
ca„g4 c
,4..
, 1
h
• - - _
_
1A Ali
+a' qB
.- .... .�.•- .,,..:r.
u , :•x�
ii
��. -:' ,1 :Ci`..:. ,.is.f �k`y
.�.3v`x krre, 9 JAR
V ¢
fib
O J
§ll J
0
Z N
W
R1
1W-
❑ > W C
O W ¢ ❑
d
1
�$p
_j
LL
9
CE
0LL-
W
J
U
�
V
z
C
W
w
LL
J
��nn
rann
lJ
D=3,
UJ
SPEC SHEET;
/ 1
OF
'� 2
S
r
Plate
Plate
12pr. Hi
Sing
1
so -
1279 4 x 4 x 10A'
463 54*&zx 10B x
Steam Room & Toilet Compartments by
x NRP
I-E Pull Provide pull and
'b•y NEC. Boxer shall be
last metal except where
or exterior wort: shal
bl 'lit- non-ferrous type.
i r'e than one feeds,
t`cx ari th electrical
ynati source and
. -.r where acquired.
^.., el boar :�11 be dead fronts safety type)
with single or multipole circuit breakers.
equipment mounted on the exterior of the
hall beisssignad y labeled y installed and
for -wrior y wsatherproof ssl-_'i cc
.roctor'; card mounted
instal led on the
16-S Uiri -5 Zr'# ring cos shall hays the,
voltage and a ,...ngs ma on the device, and
shall conform tothecircuit Voltage. Switches
shall be silont type; specification grads.
Receptacles shall be specification grade duplex
grounding type.
EMcept ac noted otherwise; all wall outlats shall be
located as follows; measurements bein,� made from the
finished floor height to center of box:
Receptacles 12"; wail receptacles 44"
itches
Safety rwitcher, shall be of the fusible type
equipped with an external laver or handle for manual
operation with interlocking cover,
` Telephones; Provids 314" pvc. underground conduit,
conduit '..ice en' 11 boxes and outlet
bexes n or, t rsquir-ed by the
telephone corn to service space.
16-7 F `,.Final of shall consist of
complete`' 'tests lose than Y4 hour'%
duration work -at which tiros all
t elms C: F` shall be adjusted.
test at cquacy and Conti
us open' "f a'f•`1' .: or, thout over' l oad i r,g,
ar well _ sect lag- „d currant flows.
It .shall supply expert
..E. 'rt a al i cquipr„cnt and
- Owna s'rrg char'tr for' sacl,
a - 'i�.g a24-hour period
Mowing simuitansous
ht rc adingc fcr all
a;t tod for r'e.•isw and
----------------------
�i
0 lk
If
J'?
LL
fT
0
LL
m
M'
Z
0,
mnm
VV
v
r�
KJ
LL
�J