HomeMy WebLinkAboutBUILDING PLAN PAGE 109-1239
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LEGEND
PROPOSED FLOW ARROW
(D
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
EXISTING ASPHALT
PROPOSED ASPHALT
F77771
LjDEMO
EXISTING ASPHALT
PROPOSED ADDITION
BELOW BERM
4-
Total Site Area => 5.809 Acre => 100 %
PARCEL SIZE 253,040.04 S.F. 5.809 AC. 100.00%
LAND USE TABLE
IMPERVIOUS
EXISTING CB BUILDING
880 S.F.
0.02 AC.
0.35%
PROPOSED ADMIN OFFICE
1,340 S.F.
0.03 AC.
0.53%
EXISTING ASPHALT
23,864.85 S.F.
0.55 AC.
9.43%
ASPHALT TO BE REMOVED
3,273.35 S.F.
0.08 AC.
1.29%
PROPOSED ASPHALT
1,528.97 S.F.
0.04 AC.
0.60%
12'-0"
PLAN VIEW
MONOLITHIC
DUMPSTER DETAIL
ELEVATION VIEW
RETAINING WALLS 1,065.19 S.F. 0.02 AC. 0.42%
CONCRETE AREA 4,215.38 S.F. 0. 10 AC. 1.67%
(AC. PADS/SIDEWALKS/SHAFTS) PROPOSED PARKING:
TOTAL PARKING REQUIRED (0.75 SPACES PER 1
PERVIOUS TOTAL PARKING PROVIDED
CEDAR GATES
WITH
12 SPACES
12 SPACES
EXISTING BUILDING BELOW BERM
7,400 S.F.
0. 17 AC.
2.92%
PAVED PARKING PROVIDED PER ITE PARKING GENERATION FOURTH
PROPOSED BUILDING BELOW BERM
8,923 S.F.
0.21 AC.
3.53%
EDITION LAND USE CODE 110 (GENERAL LIGHT INDUSTRIAL)
GRASS / OPEN AREA
207,096.00 S.F.
4.75 AC.
81.84%
IMPERVIOUS/PERVIOUS
TOTAL IMPERVIOUS 29 621
04 S F 0 68 AC
11
71%
,
.
.
.
.
.
.
PERVIOUS AREA 223,419.00 S.F. 5.13 AC. 88.29%
ZONING: AR-1 PROPOSED 8'OPAQUE WALL OR FENCE
PART OF LOT 2 PER LOC 07.09.04.E (SEE LANDSCAPE
MODEL LAND COMPANY
PROPOSED SINGLE 8'WIDE CHAIN LINK PLANS) (WALL NOT REQUIRED PENDING -
SUBDIVISION OF SECTION 23-35-39 LAND USE: RE MANUAL SWIN,3 GATE (LANDSCAPE APPROVAL OF WAIVER FORMS FROM
P.B. I PG. 1 OD (VACANT) N89*48'48-W(D) MAINTENANCE ACCESS ONLY ADJACENT PROPERTY OWNERS)
N89*54'02"E(C
10'LANDSCAPE BUFFER
10,
EX. 4'WIRE FENCE PROPOSED EX. TO
TO REMAIN PENDING APPROVAL PROPOSED EX. RPINAGE
OF WAIVER FORMS FROM KiE
C.L. 8'FENCE RETENTION AREA
ADJACENT PROPERTY OWNERS
X C.L. SWALE
Z*E
APPROX. LOCATION
PROPOSED SEPTIC
OF EXISTING WELL�
TOBEABANDONED
XTANK, LIFT STATION &
DRAINFIELD BY OTHERS
T
PROPOSED �016
NEW U/G DIESEL
PROPOSED
TANK(S) BY OTHERS
CONCRETE SLAB
AT TRANSFORMER
8 .33' 1 PROPOSED
LIGHTING
PROPOSED OPEN Al
R A/C
YARD & EQUIPMENT ACCESS
_L5\
EX. DRAINAGE PROPOSED
RETENTION AREA_`-�,-_ C.L. FENCE
ASSHOPANONP
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Me. 2% To 6
-37's
14 M...
LAND
On,"ied G.Led. U, 93%
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NOTES:
1, . AOOP IS.I. Generate 128 ..,X fee rid ... IN cerre...1,
2 Per FDOTNAMX#31O
4" THICK SIDEWALK DETAIL
PROPOSED
CONCRETE SLAB
ATTRANSFORMER
PROPOSED
f-C.L. FENCE
47.
28.13'
23.7 8
73 83' �s5
I -
1 ?.0
46'�
A4.03'
2.53 PROPOSE
-'I,\
'C.L. GATE
\,6\0 "P'.
90.79' "1 1.
A'e PROPOSE
23.70'
118.16- Nix, V C.L. FENUE
A.
=X- C NC.
86.50/`F
Z POLE ASE
EX. BUILDING BELO"' BERM\ A, D
7,400 SIF
132.6 FFE: 22.00
NI`Dey\�'
_V PT. ROOF SLAB: 40.50
EX.PLANTERS
11 PROPOSED TO BE REMOVED
BE LIGHTING
EX. SEPTIC PROPOSED TO
ABANDONED UNDER SEPARATE PERMIT -
EX. RETAINING WAL
BY CONTRACTOR FOR NEW SYSTEM
V X
74'\
PROPOSED NEW LIGHT
AND POLE ON EXISTIN
CONCRETE POLE BASE
XXXX
X"I , i
NIA
PROPOSED ADDITION
BELOW BF.RM (8,923 SF)
PORTION OF EX. 8'
III
FENCE PROPOSE
TO BE RMEOVED
EXISTING SHAFT PROPOSED TO
BE ABANDONED AND CAPPED -
OFF UNLESS NOTED OTHERWISE X
0,
0
PROPOSED RETAINING WALL
(SEE ARCHITECTURAL PLANS)
&
or
ZtX 0g,
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70.
APPROXIMATE LOCATION OF UNDERGROUND
ELECTRICAL UTILITY. EXACT POSITION -
SUBJECT TO FPUA APPROVAL.
00
PROPOSE
FENCE( '�L14
tE E/
PLAN NOTE NO. 4)
SEPTIC PROPOSED TO BE
EX
ABANDONED UNDER SEPARATE PERMIT PROPOSED ADMIN
BY CONTRACTOR FOR NEW SYSTEM
OFFICE (1,340SFj
EX. B'I
(PREVIOUSLY FILLED WITH CONCRETE AND EPA/COUNTY
APPROVALS HAVE BEEN OBTAINED AND MAY BE PRODUCED
APPROX. LOCATION OF EX. ABANDONED FUEL TANK
BY OWNER UPON REQUEST. NO WORK PROPOSED IN THE
IMMEDIATE VICIN17Y OF THE ABANDONED TANKS SHALL
TAKE PLACE UNDER THIS PERMIT.)
PROPOSED NEW LIGHT
AND POLE ON EXISTING
CONCRETE POLE BASE
+
ART OF LOT 71
(VACANT)
EXISTING
FENCE
10'-0"
N.T.S.
-1
0 40
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9
FAINT 5TRIPE
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------ 4
I
RESEARCH CENTER RD
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(TYPICAL)
WHITE
/100
IN FEET
0
4"' 8" 4 4" 8 4"'
JIOUGLE STRIPING
1 inch = 40 ft
SEE DETAIL
DOUBLE STRIPING DETAIL
18'PARKING STALL DE�AIL
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1. SON PER MOT INDEX 17356.
2 STRIPING PER MOT INDEX 1734AR.
A, SON PON MOT PEEx 1735&
2. STRIPING PER MOT INDEX 1730
809 NW 45th STREET
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POMPANO BEACH, FIL 33064
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Index N', 17�PR
SITE DATA
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PROJECT ADDRESS: 2299 South Rock Road
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Fort Pierce, FIL 34954
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FOOT nerx No 1
PARCEL ID: 2323-501-0019-000-2
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SECTION: 23
TOWNSHIP: 35S
RANGE; 39E
VICINITY MAP
%7.7'
ZONING: U
FDOH in St. Lucie County
/wIFE
LAND USE: TIU
...
7"
MAXIMUM BUILDING HEIGHT: 40'
Environmental Health
G XT
ISABID
IN TES:
1.0 TOP POSTON OF FEE 25 & 26
01%
LU
Site Plan Approved for Construefion
PERMIT
ONLY
SHALL HAW A REFLECRIAE BLUE
9 ACKGROUND WITH M17 RERLECVW
SYM,CI AND BORDER.
BLUE 5 Har,dreroped
Building Set Backs:
Supersedes All Previous Site Plans fbr
2. 8070M POR70N HALL HAW MAN
D
REFLECTINE MAIMS BACKGROUNNA
BLACK OPAQUE LEGEND AND BORDER.
P.i RwIedi w
MOT Inert. 1724�
C.N.d.,J ed ..,I
IS
Front Setback => 40'
5(e
OSTDIS -5 y & Well #
E
3. F7 25 & 2 MAY B FABRICATED ON
NE PANEL60R TWO
4. F07 25 IS FOR USE IN AREAS MERE
BLUE
Side Setback => 20'
D e. Orr
SPACE 15 LIMITED,
5. REFER TO MOT INDEX NO, 17358 FOR
Rear Setback=> 30'
AT ANDICAP SIGN STANDARDS.
R:view;-r:
6. REFER TO MOT INDEX NO. 17346 FOR
PAWMENT MARKING REQUIREMENTS.
LEGAL DESCRIPTION
HANDICAP SPACE DETAIL
BEGINNING AT THE POINT OF INTERSECTION OF THE SOUTH BOUNDARY OF LOT 2 ORA SUBDIVISION F SECTION 23, TOWNSHIP
35 SOUTH, RANGE 39 EAST, BY MODEL LAND COMMIDANY AND RECORDED IN PLAT BOOK 2, PAGE 1 OD, PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA, WITH THE NORTHEASTERLY RIGHT-OF-WAY LINE OF THE SUNSHINE STATE PARKWAY, THENCE
PROPOSED RETAINING WALL
TRAFFIC STATEMENT:
N36'54'18"W, ALONG SAID RIGHT-OF-WAY LINE, 600.00 FEET, THENCE S89-48'48"E, PARALLEL WITH THE SOUTH BOUNDARY OF
(SEE ARCHITECTURE PLANS)
SAID LOT 2 AND THE SOUTH BOUNDARY OF LOT 1 OF SAID SUBDIVISION, 500.00 FEET, THENCE S36'54'18"E PARALLEL WITH SAID
THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE), TRIP GENERATION, 8TH
NORTHEASTERLY RIGHT -OF-WAY, 537.32 FEET TO A POINT THAT I�i 50.00 FEET NORTHERLY OF AND AT RIGHT ANGLE TO THE
PROPOSED OPEN AIR A/C
EDITION, LAND USE CODE 170 (UTILITIES) WAS USED TO DETERMINE EXPECTED
SOUTH BOUNDARY OF SAID LOT 1, THENCE S89-48-48"E, 50.00 FEET FROM AND PARALLEL WITH SAID SOUTH BOUNDARY, 292.31
YARD & EQUIPMENT ACCESS
DAILY TRIP GENERATION RATES FOR THE PROPOSED DATA SHELTER PROJECT.
FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF COOLIDGE ROAD, SAID POINT BEING 30.00 FEET FROM AND AT RIGHT
WEEKDAY
ANGLE TO THE CENTER OF SAID COOLIDGE ROAD, THENCE S0-0346"W ALONG SAID WEST RIGHT -OF_ WAY LINE, 50.00 FEET TO
PORTION OF EX. FENCE
THE SOUTH BOUNDARIES OF SAID LOTS, 754.63 FEET TO THE POINT OF BEGINNING.
PROPOSED TO BE REMOVED
A.M. PEAK HOUR TRIPS = 6.93 TRIPS
P.M. PEAK HOUR TRIPS OF ADJACENT STREET TRAFFIC 1.32 TRIPS
PROPOSED NON -CRITICAL AC.
WATER AND SEWER:
YARD OVER BREAK ROOM
EXISTING WELL TO BE ABANDONED, TWO WELLS TO BE INSTALLED UNDER SEPARATE COVER FOR
AREA, NOT COVERED BY BERM
POTABLE WATER SERVICE. EXISTING LIFT STATION, EJECT10N PUMP, SANITARY LINES, DRAINFIELD AND
APPROXIMATE LOCATION OF UNDERGROUND
ELECTRICAL
ALL OTHER RELATED ELEMENTS OF EXISTING SEPTICSYSTEM TO BE UPGRADED BY OTHERS UNDER
TILITY. EXACT POSITION SUBJECT TO FPUA APPROVAL.
SEPARATE PERMIT.
BENCHMARK:
RAILROAD SPIKE
100 FOOT RADIUS
DRAINAGE:
SET IN THE WEST FACE
WELL SEPARATION
IN ORDER TO REDUCE EROSION AND POTENTIAL BUILDING LEAKS, WHEREVER BERM IS TO BE
OF A WOOD POWER POLE
RECONFIGURED AGAINST RETAINING WALLS, PROVICE "CRICKET" SHAPING OF THE SOIL WHEREVER
EL. 30.32
POSSIBLE. SURFACE OF BERM SHOULD NOT RAKE DOWN WALLS UNLESS CRITICAL TO MEET DRAINAGE
PROPOSED GUTTER
REQUIREMENTS AND WALLS HEIGHTS SHOWN. PROJFCT PROPOSES TO REMOVE ASPHALT AND
W/ DOWNSPOUT
PROPOSED NEW WELLIPUMP
PROPOSES A BUILDING ADDITION WHICH IS UNDER GRASS BERM, THEREFORE THERE IS NO IMPERVIOUS
+
POTABLE UNDER SEPARATE PERMIT
INCREASE IN EXCESS OF 4,000 SQUARE FEET. NO MAJOR DRAINAGE IMPROVEMENTS ARE PROPOSED.
PROPOSED DUMPSTER ENCLOSURE
SOLID WASTE:
-AND NEW CONCRETE PAD (SEE SOLID
BASED ON THE INTENDED USE OF THE BUILDING THIS PROJECT WILL UTILIZE A PROPOSED DUMPSTER
,
T
DUMPSTER DETA
)
26,63' 62.91' ; ROPOSED NEW I W" AREA THAT WILL MEET LDC SECTION 11.09.04F FOR WASTE RECEPTACLES.
P ELL/PUMIP
'IRRIGATION UNDER SEPARATE PERMIT HAZARDOUS WASTE:
100 FOOT RADIUS
1, WELL SEPARATION ALL HAZARDOUS WASTES DISPOSAL SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL
PROPOSED
C.L. FENCE REGULATIONS.
32.04'
6.40' EX. 4'WIRE FENCE PROPOSED TO REMAIN
EX. CEI
De y ,--PENDING APPROVAL OF WAIVER FORMS
BUILDING ROM ADJACENT PROPERTY OWNERS
FIRE PROTECTION:
rlf �9
'k / I \ 880 SIF PROPOSED NEW LIGHT NEAREST FIRE HYDRANT IS APPROXIMATELY 925NORTHEAST ON THE NORTHWEST CORNER OF SOUTH
U � I'
NO POLE ON EXISTING ROCK ROAD AND RESEARCH CENTER ROAD.
27 8 CONCRETE POLE BASE
PROPOSED SLIDING BALE WELL FIELD PROTECTION:
5 1 1 i
'. I �� PORTION OF EX. 8' FENCE THE SUBJECT PARCEL IS NOT LOCTTED WITHIN 1000 FEET OF A PUBLIC WATER SUPPLY WELL.
PROPOSED TO BE REMOVED)
SITE LIGHTING:
26' PART OF LOT 1 SECURITY / SITE LIGHT TO BE PROVIDED BY OTHERS. SITE LIGHTING SHALL BE INSTALLED SO THAT NO
MODEL LAND COMPANY
< OFF SITE AREAS ARE DIRECTLY ILLUMINATED. ALL FIXTURES AND POLES SHALL CONFORM TO ST. LUCIE
SUBDIVISION OF SECTION 23-35-39
�,S, \ COUNTY LDC Section 7.09.04K. SEE ELECTRICAL DRAWINGS.
P.B. I PG. 1 OD (VACANT)
U. �11
1
LANDSCAPE:
SEE LANDSCAPE PLANS PER LDC SECTION 111.02.09a.3.m.
A P' P SED ZONING: AR-1
4 RETE ", "'1: 11
LK Y 10, BUILDING & RETAINING WALL:
-
17.55- LAND USE: RE HEIGHT OF THE NEW AND EXISTING ROOF SLABS ARE APPROXIMATELY 1FABOVE NATURAL GRADE,
S DDED UNDER TOF BERM. TOP OF NEW AND EXISTING RETAINING WALLS ARE 2TABOVE NATURAL GRADE,
10, A A, T RE AIN
79.99'
SLOPING DOWN TO APPROXIMATELY 6'ABOVE NATURAL GRADE. SEE ARCHITECTURAL PLANS FOR
7
ADDITIONAL CLARIFICATION ON ELEVATIONS. EX. CENTER�LINE
DCK R
PROPOSED B'OPAUQUE WALL OR FENCE PER LDC OF R( CAD
EX. 60'
07.09.04.E (SEE LANDSCAPE PLANS) (WALL NOT
18' 22..60'
ERHEAD REQUIRED PENDING APPROVAL OF WAIVER
20.00' EX. OV ROW LINE
UTILITY FORMS FROM ADJACENT PROPERTY OWNERS) EX, DIRT DRIVE PROPOSED TO
EX. ACCESS DRIVE PROPOSED BE IMPROVED PER LDC 7.05.06
TO BE IMPROVED TO 20'rVIN. BENCHMARK:
RAILROAD SPIKE EX. 4'VVIRE FENCE PROPOSED
WIDTH FOR TWO-WAY TRAF171C PROPOSED TO
TO REMAIN PENDING APPROVAL REPLACE EX. 12" CMP
PER LDC SECTION 7.02.06 SET IN THE SOUTH FACE
T OF WAIVER FORMS FROM w/ 15" RCP & M.E.S.--\
Q OF A WOOD POWER POLE
ADJACENT PROPERTY OWNERS
PER LDC T05�06
EL. 19.97
PROPOSED SIGN AND CALL BOX
PROPOSED C.L. RED. GATE
PORTION OF EXISTING FENCE PROPOSED STREET NUMBER SIGN
(SEE ARCHITECTURAL PLANS)
PROPOSED TO BE REMOVED) 10, (SEE ARCHITECTURAL PLANS)
N89'48'48-W(D) 292.31'(D) PROPOSED 10- ROW DEDICATION
EX. 4'FENCE CROSSES LINE P N89'54'02"E C 292.29' r
-",IT ------- ----
PROPOSED TO REMAIN PENDING
EX. CONCRETE APPROVAL OF WAIVER FORMS FROM� V
10'LANDSCAPE BUFFER
ADJACENT PROPERTY OWNERS
STAIRCASE TO REMAIN 272.57'
PROPOSED 75-991
PROPOSED 20.00' 17.58. -
PROPOSED NEW SH
EOP
AFT LIGHTING
�-COVER ABOVE EXISTING \sw F,TT" A 1 1, --wa. �P ,,,IjI -I . .... .. . TTFFT,,TF, An,
INTAKE SHAFT (TO REMAIN) 13.65' 16.31' ... .....
ZONING: AR-1
LAND USE: RE
PROPOSED 8'OPAUCUE WALL OR FENCE PER LDC
07.09.04.E (SEE LANDSCAPE PLANS) (WALL NOT
REQUIRED PENDING APPROVAL OF WAIVER
FORMS FROM ADJACENT PROPERTY OWNERS)
S89-54!02"W(C) 10, 754.63'(C)(D)
N89-48'48-W(D) �E & 8'
LOT8 PROPOSED C.L. 8'FENC j
MODEL LAND COMPANY
SECURITY GATE TO BE MOTOR
SUBDIVISION OF SECTION 23-35-39 DRIVEN CHAN OPERATED
P.B. I PG. 10D (OCCUPIED)
X. TOB
EX. 4'WIRE FENCE PROPOSED
TO REMAIN PENDING APPROVAL
�b
OF WAIVER FORMS FROM
ADJACENT PROPERTY OWNERS
46. 1 Or uv uk,U, U)
EX.GATE �OPOSEDTOBE
REMOVED TO PROVIDE
PR -7 EX. 60.
VEHICLE STACKING AREA ROW LINE
EX L EX. DRIVE
WEL _ -_ __1 PROPOSED
DEDICATION LINE T
APPROX. MEET FUTURE 80'ROW EX. CULVERT
LOCATICN OF
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EX. 12" WATER MAI
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ENGINEERS 4b SURVEYORS
FORT PIERCE OFFICE
1934 TUCKER COURT
FORT PIERCE, FL 34950
T 772-462-2455
PORT SAINT LUCIE OFFICE
469 NW PRIMAVISTA BLVD.
PORT SAINT LUCIE, FL 34983
IS? 772-340-4990
RB.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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LEGEND
PROPOSED FLOW ARROW
(D
PARKING STALL COUNT
F-1
EXISTING CONCRETE
EPROPOSED
CONCRETE
F]
EXISTINGASPHALT
PROPOSED ASPHALT
DEMO EXISTING ASPHALT
PROPOSED ADDITION
BELOWBERM
Total Site Area => 5.809 Acre => 100 %
PARCEL SIZE 253,040.04 S.F. 5.809 AC. 100.00%
LAND USE TABLE
IMPERVIOUS
EXISTING CB BUILDING
880 S.F. 0.02 AC. 0.35%
PROPOSED ADMIN OFFICE
1,340 S.F.
0.03 AC.
0.53%
EXISTING ASPHALT
23,864.85 S.F.
0.55 AC,
9.43%
ASPHALT TO BE REMOVED
3,273.35 S.F.
0.08 AC.
1.29%
PLAN VIEW
PROPOSED ASPHALT-
1,528.97 S.F.
0.04 AC.
0.60%
RETAINING WALLS
1,065.19 S.F.
0.02 AC.
0.42%
CONCRETE AREA
4,215.38 S.F.
0. 10 AC.
1.67%
PROPOSEDI
(AC. PADS/SIDEWALKS/SHAFTS)
TOTAL PARKING I
PERVIOUS
TOTAL PARKING I
EXISTING BUILDING BELOW BERM
7,400 SY,
0. 17 AC.
2.92%
PAVED PARKING I
PROPOSED BUILDING BELOW BERM 8,923 S.F.
0.21 AC.
3.53%
EDITION LAND US
GRASS / OPEN AREA 207,096.00 S.F.
4.75 AC.
81.84%
IMPERVIOUS/PERVIOUS
Tn'!"Al IftADC0X/InHQ 00 r711 nA
Q P ri rA Af�
11710/-
PERVIOUS AREA 223,419.00 S.F. 5.13 AC. 88.29%
ZONING: AR-1 PROPOSED VOPAQUE WALL OR FENCE
PART OF LOT 2 PER LDC 07.09.04.E (SEE LANDSCAPE
MODEL LAND COMPANY PROPOSED SINGLE 8'WIDE CHAIN LINK PLANS) (WALL NOT REQUIRED PENDING
SUBDIVISION OF SECTION 23-35-39 LAND USE: RE MANUAL SWING GATE (LANDSCAPE APPROVAL OF WAIVER FORMS FROM
48 ADJACENT PROPERTY OWNERS)
P.B. 1 PG. 10D (VACANT) N89-48- . W(D) MAINTENANCE ACCESS ONL
15,
PROPOSED RETAINING
(SEE ARCHITECTURAL P
EX. 4'WIRE FENCE PROPOSED
TO REMAIN PENDING APPROVAL
OF WAIVER FORMS FROM
ADJACENT PROPERTY OWNERS
APPROX. LOCATION
OF EXISTING WELL --------
TO BE ABANDONED
PROPOSED
CONCRETE SLAB-\
AT TRANSFORMER
PROPOSED OPEN AIR A/C
YARD & EQUIPMENT ACCESS�
EX. DRAINAGE
RETENTION AREA
I 01-i
PROPOSED Z EX.DRA
Cl� 8' FENCE RETENTION
X . C.L. SWALE
Z*E
XXPROPOSED SEPTIC
TANK LIFT STATION &--�
Z11. DRAINFIELD BY OTHERS
FPROPOSED
NEW U/G DIESEL
;"�*TANK(S) BY OTHERS
89.33' PROPOSED
LIGHTING
r/ 7/7PRnOPOSED
C.L. FENCE
28.13'
23.7
73.83'
EX.
7
CEDAR GATES
WITH LATCHES
6' HIGH A4ASONARY WALL
WITH STUCCO FINISH
0 40
1
FOOTING
PAINT STRIPE
CENTER
RD
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1E
ENGINEERS 0 SURVEYORS
WHITE
IN FEET
I
0
6
11
3E
FORT PIERCE OFFICE
8" 4" 8" 4"
0
1934 TUCKER COURT
4
1 inch = 40 ft
7
FORT PIERCE, FL 34950
+�`� i
DOUBLE STRIPING
%
6
1E
e 772-462-2466
ELEVATION VIEW
SEE DETAIL
HI
FAI,
IC
1�-
PORT SAINT LUCIE OFFICE
PSTER DETAIL
DOUBLE STRIPING DETAIL
I&PARKING STALL DETAIL
Developer:
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469 NW PRIMA VISTA BLVD.
DATA SHELTER, LLC
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PORT SAINT LUCIE, FL 34983
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809 NW 45th STREET
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POMPANO BEACH, FIL 33064
KIIING:
ow SSC�x
F.B.P.E. CERTIFICATE OFAUTHORIZATION 9935
RED (0.75 SPACES PER 1,000 SF) 12 SPACES
KAM Hwdmp
SITE DATA
L.S. CERTIFICATE OF AUTHORIZATION 8098
DED 12 SPACES
WTE
PROJECTADDRIESS: 2299 South Rock Road
0 OBFS 90
Tf
'M`N swp�' P� Fort Plarce, FL U 1P
MOTIM.N.1
PARCEL ID: 2323-501-0019-000-2
DED PER ITE PARKING GENERATION - FOURTN SECTION: 23
E 110 (GENERAL LIGNT INDUSTRIAL)
5-0 I0VVNSHIP: 355
RANGE: 39E VICINITY MAP
7
ZONING: U
WHITE 16 W17E
.1 LAND USE: T/U
ProAd. 1W I/V NOTE& BLUE MAXIMUM BUILDING HEIGHT: 40'
1. TOP PORTION OF FIF 25 & 26
WKS VAUL HA� A R�071� SWE
PERMIT BACKGROUND WTN WITE REFUECTIW 6k
r-7 MLY SYMBOL AND BORDEN, BLUE 5 Building,, --set backs, A 0
2. 9070M PORTION SHALL HAW A P As�d,,
REFUEOTI� MTE BACKGROUND MATH WIndulTUS
0'
BLACK OPAQUE LEMD AND BORM. SWI
3. FTP 0 & 96 MAY BE FABRICATED ON
ONE FAMM OR TWO.
Front Setback => 40
4. M 25ISFOR USEINAREAS MOE
Side Setback => 20'
99
BLUE
SPAM IS UNITED.
NOTTEB,
5. REFER TO MOT IND" No, 9�5 FOR
Rear Setback=> 30'
1. � �M P. 1. �ad� A20 Da� W sld�lk �INcftn.
Z P., FOOT Inda. 010
HANINCAP SIGN STANDARDS.
6. REFER TO MOT INDEX NO. 17W FOR
PAVEMENT MARKING REWIREMENTS.
LEGAL DESCRIPTION
4" THICK SIDEWALK DETAIL
HANDICAP SPACE DETAIL
BEGINNING AT THE POINT OF INTERSECTION OF THE SOUTH BOUNDARY OF LOT 2 OF A SUBDIVISION OF SECTION 23, TOWNSHIP
35 SOUTH, RANGE 39 EAST, BY MODEL LAND COMMPANY AND RECORDED IN PLAT BOOK 2, PAGE 10D, PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA, WITH THE NORTHEASTERLY RIGHT-OF-WAY LINE OF THE SUNSHINE STATE PARKWAY, THENCE
PROPOSED RETAINING WALL
TRAFFIC STATEMENT:
N36-541 8"W, ALONG SAID RIGHT-OF-WAY LINE, 600.00 FEET, THENCE S89-48-48-E, PARALLEL WITH THE SOUTH BOUNDARY OF
11
(SEE ARCHITECTURE PLANS)
SAID LOT 2 AND THE SOUTH BOUNDARY OF LOT 1 OF SAID SUBDIVISION, 500.00 FEET, THENCE S36-54'18"E PARALLEL WITH SAID
THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE), TRIP GENERATION, 8TH
NORTHEASTERLY RIGHT-OF-WAY, 537.32 FEET TO A POINT THAT IS 50.00 FEET NORTHERLY OF AND AT RIGHTANGLE TO THE
PROPOSED OPEN AIR A/C
EDITION, LAND USE CODE 170 (UTILITIES) WAS USED TO DETERMINE EXPECTED
SOUTH BOUNDARY OF SAID LOT 1, THENCE S89-48-48"E, 50.00 FEET FROM AND PARALLEL WITH SAID SOUTH BOUNDARY, 292.31
3E
PROPOSED
DAILY TRIP GENERATION RATES FOR THE PROPOSED DATA SHELTER PROJECT.
FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF COOLIDGE ROAD, SAID POINT BEING 30.00 FEET FROM AND AT RIGHT
IE
CONCRETE SLAB
WEEKDAY
ANGLE TO THE CENTER OF SAID COOLIDGE ROAD, THENCE SO-03'46"W ALONG SAID WEST RIGHT -OF. WAY LINE, 50.00 FEET TO
IE
AT TRANSFORMER
PORTION OF EX. FENCE
PROPOSED TO BE REMOVED
A.M. PEAK HOUR TRIPS = 6.93 TRIPS
THE SOUTH BOUNDARIES OF SAID LOTS. 754.63 FEET TO THE POINT OF BEGINNING.
1E
PROPOSED
P,M. PEAK HOUR TRIPS OF ADJACENT STREET TRAFFIC = 1.32 TRIPS
IE
f-C.L. FENCE
PROPOSED NON -CRITICAL AC.
WATER AND SEWER:
:E
44.03' 5.46� Ne
2.83 PROPOSE
L. GATE
90.79,
1 23.70" PROPOSE
16'
118 C.L. FEND
86.50,./Ex� C N
POLE SE
/I EX. BUILDING 13ELOW BERM �n;
62.65' 7,400 SF
I/ FFE: 22.00
LOW PT. ROOF SLAB: 40.50
PROPOSED1 EX.PLAN ERS
TO BE REMOVED
EX. SEPTIC PROPOSED TO BE LIGHTING
ABANDONED UNDER SEPARATE FERMI 0*
BY CONTRACTOR FOR NEW SYSTEM '0 EX. RETAINING WAI L
74'
PROPOSED NEW ILI H
AND POLE ON EXIS IN
CONCRETE POLE BASE
PROPOSED ADDITION
BELOW BERM (8,923 SF)
PORTION OF EX. 8' %
FENCE PROPOSE
TO BE RMEOVED
EXISTING SHAFT PROPOSED TO
BE ABANDONED AND CAPPE
x OFF UNLESS NOTED OTHERWISE
PROPOSED C.L. 8'
FENCE (SEE SIT
PLAN NOTE NO. 4)
EX. SEPTIC PROI�OSED TO BE
'k ABANDONED UNDER SEPARATE FERMI
R5,)
0. BY CONTRACTOR FOR NEW SYSTEM
&
APPROX. LOCATION OF EX. ABANDONED FUEL TANK
(PREVIOUSLY FILLED WITH CONCRETE AND EPAICOUNTY
APPROVALS HAVE BEEN OBTAINED AND MAY BE PRODUCED
BY OWNER UPON REQUEST. NO WORK PROPOSED IN THE -
IMMEDIATE VICINITY OF THE ABANDONED TANKS SHALL
TAKE PLACE UNDER THIS PERMIT.)
PROPOSED NEW LIGHT
AND POLE ON EXISTING
C ONCRETE POLE 13ASE
APPROXIMATE LOCATION OF UNDERGROUND
ELECTRICAL UTILITY. EXACT POSITION-----____
SUBJECT TO FPUA APPROVAL,
ARD OVER BREAK ROOM EXISTING WELL TO BE ABANDONED. TWO WELLS TO BE INSTALLED UNDER SEPARATE COVER FOR 1E
AREA, NOT COVERED BY BERM POTABLE WATER SERVICE. EXISTING LIFT STATION, EJECTION PUMP, SANITARY LINES, DRAINFIELD AND :r
APPROXIMATE LOCATION OF UNDERGROUND ELECTRICAL ALL OTHER RELATED ELEMENTS OF EXISTING SEPTIC SYSTEM TO BE UPGRADED BY OTHERS UNDER 1E
UTILITY. EXACT POSITION SUBJECT TO FPUA APPROVAL. SEPARATE PERMIT. 1E
-117
BENCHMARK:
RAILROAD SPIKE DRAINAGE; 11
SET IN THE WEST FACE IN ORDER TO REDUCE EROSION AND POTENTIAL BUILDING LEAKS, WHEREVER BERM IS TO BE -r
OF A WOOD POWER POLE RECONFIGURED AGAINST RETAINING WALLS, PROVIDE "CRICKET" SHAPING OF THE SOIL WHEREVER
EL. 3032 POSSIBLE. SURFACE OF BERM SHOULD NOT RAKE DOWN WALLS UNLESS CRITICAL TO MEET DRAINAGE
PROPOSED GUTTER
W1 DOWNSPOUT REQUIREMENTS AND WALLS HEIGHTS SHOWN. PROJECT PROPOSES TO REMOVE ASPHALT AND
PROPOSED NEW WELUPUMP PROPOSES A BUILDING ADDITION WHICH IS UNDER GRASS BERM, THEREFORE THERE IS NO IMPERVIOUS
POTABLE UNDER SEPARATE PERMIT INCREASE IN EXCESS OF 4,000 SQUARE FEET. NO MAJOR DRAINAGE IMPROVEMENTS ARE PROPOSED.
z
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X
PROPOSED DUMPSTER ENCLOSURE
,,�AND NEW CONCRETE PAD (SEE SOLID SOLID WASTE:
WASTE NOTE AND DUMPSTER DETAIL) BASED ON THE INTENDED USE OF THE BUILDING, THIS PROJECT WILL UTILIZE A PROPOSED DUMPSTER
62.91' %P AREA THAT WILL MEET LDC SECTION 11.09.04F FOR WASTE RECEPTACLES.
6.63' p
U`11
& PROPOSED NEW WELLIPUMP
18.9 "P* IRRIGATION UNDER SEPARATE PERMIT HAZARDOUS WASTE:
PROPOSED ALL HAZARDOUS WASTES DISPOSAL SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL 0
C.L. FENCE REGULATIONS.
32.04'
A�P EX. 4'WIRE FENCE PROPOSED TO REMAIN
EX. CB ENDING APPROVAL OF WAIVER FORMS
BUILDING FIRE PROTECTION:
FROM ADJACENT PROPERTY OWNERS
880 SF
C PROPOSED NEW LIGHT NEAREST FIRE HYDRANT IS APPROXIMATELY 925'NORTHEAST ON THE NORTHWEST CORNER OF SOUTH z
17 . 0 F j
AND POLE ON EXISTING ROCK ROAD AND RESEARCH CENTER ROAD.
27AS' CONCRETE POLE BASE
OF IC
PROPOSED SLIDING BALE WELL FIELD PROTECTION: a.
r
__----�PORTION OF EX. 8'FENCE THE SUBJECT PARCEL IS NOT LOCATED WITHIN 1000 FEET OF A PUBLIC WATER SUPPLY WELL. LU
10, PROPOSED TO BE REMOVED)
0 w
SITE LIGHTING:
26' ;j, T
Lo, PART OF LOT 1 SECURITY / SITE LIGHT TO BE PROVIDED BY OTHERS. SITE LIGHTING SHALL BE INSTALLED SO THAT NO
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MODEL LAND COMPANY T
OFF SITE AREAS ARE DIRECTLY ILLUMINATED. ALL FP TURES AND POLES SHALL CONFORM TO ST. LUCIE
SUBDIVISION OF SECTION 23-35-39
t C, P. B, 1 PG. 100 (VACANT) COUNTY LDC Section 7,09.04K. SEE ELECTRICAL DRAWINGS. 1E
U
IE 0
LANDSCAPE: :E
z
SEE LANDSCAPE PLANS PER LDC SECTION 11.02.09a.3.m.
PROPOSED ZONING: AR-11 z
ONCRETE IE :D)
WALKWAY 10, BUILDING & RETAINING WALL: 1E 0
17.55- LAND USE: RE HEIGHT OF THE NEW AND EXISTING ROOF SLABS ARE APPROXIMATELY 16'ABOVE NATURAL GRADE, 1E 0
EX. SODDED UNDER TOF BERM. TOP OF NEW AND EXISTING RETAINING WALLS ARE 2TABOVE NATURAL GRADE, :E LU
10, AREA TO REMAIN 79.99'
7 SLOPING DOWN TO APPROXIMATELY TABOVE NATUPAL GRADE. SEE ARCHITECTURAL PLANS FOR
+ ADDITIONAL CLARIFICATION ON ELEVATIONS. EX. CENTERLINE -j
OF ROCK ROAD
PROPOSED 8'OPAQUE WALL OR FENCE PER LDC EX. 60'
07�09.041 (SEE LANDSCAPE PLANS) (WALL NOT
18' 22.60' 20.00' EX.OVERHEAD_/ REQUIRED PENDING APPROVAL OF WAIVER ROW LINE
UTILITY
FORMS FROM ADJACENT PROPERTY OWNERS) EX. DIRT DRIVE PROPOSED TO
EX. ACCESS DRIVE PROPOSED BE IMPROVED PER LOC 7.05.06 . . . . .
x BENCHMARK:
TO BE IMPROVED TO 20'MIN. EX. 4'WIRE FENCE PROPOSED PROPOSEDTO
WIDTH FOR TWO-WAY TRAFFIC RAILROAD SPIKE
x PER LDC SECTION 7.02.06 SET IN THE SOUTH FACE TO REMAIN PENDING APPROVAL REPLACE EX. 12"CMP
OF A WOOD POWER POLE [-OF WAIVER FORMS FROM W/ 15,
ADJACENT PROPERTY OWNERS �"RCP ES
EL. 19.97 P E R L D C�45.6 6
PROPOSED C.L. PED. GATE PROPOSED SIGN AND CALL BOX
PORTION OF EXISTING FENCE (SEE ARCHITECTURAL PLANS) PROPOSED STREET NUMBER SIGN J. KENNEDY, P.E. (DATE-)
PROPOSED TO BE REMOVED) 10, (SEE ARCHITECTURAL PLANS) 56218
1 N89-48'48'W(D 292.3','(D) PROPOSED 10'ROW DEDICATION
. I . 92.29
PROPOSED ADMIN EX. 4'FENCE CROSSES LINE N89*54'02 2 7-
OFFICE (1,340 SFF PROPOSED TO REMAIN PENDING UNNOWN.--nEw --- MIFIX 1E
EX. CONCRETE APPROVAL OF WAIVER FORMS FROM 10'LANDSCAPE BUFFER
STAIRCASE TO REMAIN ADJACENT PROPERTY OWNERS ^72,57'
EX. 8'FE NCE
PROPOSED PROPOSED 20.0 �,:,q �99, 1934 TUCKER COURT
PROPOSED NEW SHAFT LIGHTING--\, EDP
FORT PIERCE, FIL 34950
OVER ABOVE EXISTING e 772-462-2455
P I
INTAKE SHAFT (TO REMAIN) 163 RD 01
EXISTINGI\
FENCE
OF LOT
I O'LANDSCAPE BUFFER
ZONING: AR '48'48'W(D) NOO-1 07- C) I IQ:
S89-54-02-W(C) fly 754.63'(C)(D) SOO-03'4 W( -212
N89
& 8,
LOT 8 PROPOSED( L 87FENCEE & 81
rnoTMODEL LAND COMPANY SECURITY GATE TO BE MOTOR 46.10' 5 0'(C D) 15
SUBDIVISION OF SECTION 23-35-39 DRIVEN CHAN OPERATED EX. GATE PROPOSED TO BE 0
LAND USE: RE P.B. 1 PG. 10D (OCCUPIED) REMOVED TO PROVID EX. 60'
.TOB EX. 4'WIRE FENCE PROPOSED VEHICLE STACKING AREA ROW LINE - - - - - - -
TO REMAIN PENDING APPROVAL
PROPOSED 8'OPAQUE WALL OR FENCE PER LDC ADJACENT PROPERTY OWNERS ELL_ PROPOSED EX. DRIVE
97.09.04.E (SEE LANDSCAPE PLANS) (WALL NOT OF WAIVER FORMS FROM EX. W
REQUIRED PENDING APPROVAL OF WAIVER DEDICATION LINE T
FORMS FROM ADJACENT PROPERTY OWNERS) APPROX. MEET FUTURE 80'ROW EX. CULVE 1 OF 1
LOCATION OF
EX. BUILDING
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Approval Doc. & Number
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GRAPIRC SCALE
30 f5 30 60 f20
w FM
i..b - 30 ft.
67 '�78T6'(CT
PART OF LOT 2
MODEL LAND COMPANY SUBDIVISION
OF SECTION 23-35-39
P,.B.zl PG. 100 (VACANT)
678.89'(P) 678.76'(C) To POINT "A"
SITE'
ST. LUCIE COUNTY, FLORIDA
L C A
(C) ATION MAP
NO SCALE
POINT "A"
N. 1/4 CORNER
SEC. 23-35-39
1
FIND 5/11" IRC
�CORNER
(GCY4108)
7-35-39
00
0
+
FIRC (C&T LB 4286) 0 Ld
0 �2_
39.08
I�I,9 S87'45'35"W 1.00'
22 23 4;1 *16 CONCRETE 4x4 MONUMENT (NO ID)
-STAI A FND 4x4 CM (NO ID)
N61'26'31"W 0.18'
(NO POINT SET) O.0 N25'05'29"W 0.20'
4 .00'
(NO POINT SET)
rRAIL ROAD SPIKE SET IN THE SOUTH FAGE 8"E(D I
S89*48'4 292.31'(D) INV L
OF A WOOD POWER POLE. BENCHMARK E_1_ 19.97 17.5
4 c,? N89*54'02"E( 292.29'(C) RAIL ROAD SPIKE S IN
In P.O.B. CONCRETE 77� WEST FACE OF MCETPOWER
FENCE POLE BENCHM)
1 44 MONUMENT (NO ID) POLE BASE __7TSOUTH
TH
N44*15'09"W 0.22' 0.9, SOU
a5 0
FIRC (C&T LB 4286) 0% 5,00*1 C &
C-4 ASPHAL, DRIML
105� qA A V P) A '03'46"W(D)
z N87*00'15"W 1.01' — /FENCE SOO
0 % FENCE FENCE CROSSES LINE 1.4' NOR2Q
I= 1.41 NORTH 105.55'(C) S00*1 3'07"E(C)
01 5 3.52'(C) (NO POINT SET) - - L 9 a - - t
Lj WIRE FENCE (POOR CONDMON-STRADDLES LINE)
In _47 -i7-9.o7Tc—)(Lof-2—) S89-54'02"W(C) 754.63'(C)(D) 50.00'(C)(D)
�; INV E
1931.57'(C) N89-48*48"W(D)
S89-54-02"W(C) 0
PART OF TOB FIRC (C&T LB' 4286)
LOT 8 N87"16'03"E O.E
(VACANT) MODEL L/�ND COMPANY SUBDIVISION FND 44 CM (ILLEGIBL
SOUTH LINE LOTS 1 & 2
LOT 7
!0�
E
OF 'SEC�ION 23-35-39 N41*20'48"W 0.26'
P.B. 1 PG� 10D (OCCUPIED) FIRC (ILLEGIBLE)
N80*40'18"E 0.43'
Nql 4`4 POND (NO POINT SET)
ABBREWATION LEGEND ___7OEr'
(P PLAT DATA
(C� CALCULATED FROM RECORD MEASUREMENTS
�D) DEED
M) MEASURED
P.O.C. POINT OF COMMENCEMENT
P.O.B. POINT OF BEGINNING
P.L.S. PROFESSIONAL LAND SURVEYOR
�I C CHAIN LINK FENCE
SET IRC
FND 4x4 CM (NO ID)
SET IRC N77'10'51"W 0,39'
44 CM (NO ID) FIRC (C&T LB 4286)
N28'51'14"W 0.57' S39-48 48"E(D) S37*45'35"W 1.00'
N89054'02"E(C) 500.00'(C�(D)
FENCE fflf�E FENCE ("POOR �707111017
0.7' SOUTH
ELECTRICAL PANEL (ABANDON)
WATER VALVE
Lq
0 SCALE
RAIL ROAD SPIKE SET IN THE WEST FACE 0
A WOOD POWER POLE. BENCHMARK EL. 30
IP �p
b,
IRS..
b1t, <11
'R
RIP =3 Cd
r
as
In BUILDING
*O_� CONCRETE �1
POLE BASE
01
PART OF LOT I
MODEL LAND COMPANY SUBDIVISION
OF SECTION 23-35-39
P.B. 1 PG. 10D
(VACANT)
Ile STAIR CASE 13 . I I,, CONCRETE
ASPHALT
+
NORTHWEST CORNER PLANTERS
SEC. 23-a5-39 O\CONCRETE AIR VENT 0
(CALCULATED) POLE BASE
00
.0
0,
15 4
L.B.
LICENSED BUSINESS
DESCRIPTION
NOTES
PRM
IR&C
PERMANENT REFERENCE MONUMENT
5/8"IRON ROD & CAP
BEGINNING AT THE POINT OF INTERSECTION OF THE SOUTH BOUNDARY OF LOT 2 OF
1) NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
CM
CONCRETE MONUMENT
A SUBDIVISION OF SECTION 23, TOWNSHIP 35 SoUTH, RANGE 39 EAST, BY MODEL
2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED. WIIHOUT CONSENT
IR
IRON ROD
LAND COMPANY AND RECORDED IN PLAT BOOK 2, PAGE 10D, PUBLIC RECORDS OF
OF THE SIGNING SURVEYOR.
FD
FOUND
ST. LUCIE COUNTY, FLORIDA, WITH THE NORTHEi-.STERLY RIGHT-OF-WAY LINE OF THE
3) DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT AND/OR THEIR AGENT.
O.R.B.
OFFICIAL RECORDS BOOK
SUNSHINE STATE PARKWAY, THENCE N36-54*18"W, ALONG SAID RIGHT-OF-WAY LINE,
4) THE LAST DATE OF FIELD WORK WAS APRIL 29, 2015.
AND/OR
PEI
PLAT BOOK
600.00 FEET, THENCE S89'48'4a"E, PARALLEL WITH THE SOUTH BOUNDARY OF SAID
5) LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS,
PAGE
LOT 2 AND THE SOUTH BOUNDARY OF LOT 1 OF SAID SUBDIVISION, 500.00 FEET, THENCE
EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE IITUE
PG
&
CENTRAL ANGLE
S36'54'18"E PARALLEL WI I TH SAID NORTHEASTERLY RIGHT-OF-WAY, 537.32 FEET TO A
VERIFICATION.
N
NORTHING
POINT THAT IS 50.00 FEET NORTHERLY OF AND AT RIGHT ANGLE TO THE SOUTH BOUNDARY
6) BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH -SOUTH QUARTER SECTION LINE OF SECTION 23, TOWNSHIP 35 SOUTH,
E
EASTING
OF SAID LOT 1, THENCE S89'48'48"E, 50.00 FEET FROM AND PARALLEL WITH SAID
RANGE 39 EAST HAVING A BEARING OF NOO'13'07"W BETWEEN MONUMENTATION AS IDENTIFIED AND ALL OTHER BEARINGS ARE RELATIVE
CH
CHORD DIMENSION
SOUTH BOUNDARY, 292.31 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF
THERETO. BEARINGS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN DATUM, ADJUSTMENT OF 1983 (NAD 83) GRID HORTH.
EL
ELEVATION
COOLIDGE ROAD, SAID POINT BEING 30.00 FEET FROM AND AT RIGHT ANGLE TO THE
7) UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY.
CONC
CONCRETE
CENTER OF SAID COOLIDGE ROAD, THENCE SO-03-46"W ALONG SAID WEST RIGHT -OF-
8) TOTAL PARCEL CONTAINS 5.797 ACRES, MORE OR LESS.
SO.
SQUARE
WAY LINE, 50.00 FEET TO THE SOUTH BOUNDARIES OF SAID LOTS, 754.63 FEET TO
9) TO MAKE THE MAP LEGIBLE THE SYMBOLS SHOWN HEREON AND AS DESCRIBED IN THE LEGEND ARE NOT ALWAYS TO '!CALE, BUT
FT.
FEET
THE POINT OF BEGINNING.
INDICATE THE SURVEYED LOCATION.
R/W
RIGHT-OF-WAY
10) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING NO FLOOD DESIGNATION BY THE FEDERAL EMERGENCY MANAGEMENT
N/D
NAIL & DISC
LESS AND EXCEPT.
AGENCY (FEMA) BASED ON FLOOD INSURANCE RATE MAP NO. 120285 0160 J (NOT PRINTED) WITH AN EFFECTIVE DATE OF
DIA.
TS
DIAMETER
TOP OF BANK
LANDS LYING EAST OF A LINE 40.00 FEET WEST OF AND PARALLEL TO THE WEST LINE
23, TOWNSHIP
FEBRUARY 16, 2012 IN ST. LUCIE COUNTY, FLORIDA.
14) ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 19B8 (NAVD 88) AND REFERENCE
TOE
STA.
TOE OF SLOPE
STAMON (ALIGNMENT)
OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION
35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA.
NATIONAL ST, LUCIE COUNTY BENCHMARK "ROCK", HAVING AN ELEVATION OF 6.66 FEET. TO CONVERT ELEVATIONS TO NATIONAL
ID.
IDENTIFICATION
GEODETIC VERTICAL DATUM OF 1929 (NGVD 29), SUBTRACT 1.485 FEET.
15) EXPECTED USE OF PROPERTY. TRANSPORTATION/UTILITIES (T/U)
RIP -RAP
16) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET.
17) SECTION LINES AND MONUMENTATION SHOWN HEREON AND USED TO DETERMINE PROPERTY BOUNDARIES ARE BASED ON PREVIOUS
SURVEYS AND HISTORICAL SECTIONAL INFORMATION. SOME MONUMENTATION MAY HAVE BEEN DESTROYED, SINCE THE ORIONAL
CONCRETE
DELINEATION OR RESOLUTION, OF THE SECTIONAL SURVEY. THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CGHTAIN ALL OF
THE INFORMATION OBTAINED OR DEVELOPED BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH.
ROCK
18) HORIZONTAL CONTROL BASED ON TRIMBLES VRS NOW GPS RTK (REAL TIME KINETIC) NETWORK.
ASPHALT
—TB-- TOP OF BANK
GB GRADE BREAK
CENTER LINE
0
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I�DCE�TER
OF
EC. 23-35-39
FND 1" IP
(NO ID) SITE PLAN
APPRO VED
Al5provd Date
_P D e-;> � -� — Dos -
Approval Doc. & Number
MICHAEL T. OWEN
PROFESSIONAL SURVEYOR AND MAPPERN
FLORIDA REGISTRATION #5556
ENGINEERS 0 SURVEYORS -
FORT PIERCE OFFICE
1934 TUCKER COURT
FORT PIERCE, FL 34950
Iff 772-462-2455
PORT SAINT LUCIE OFFICE
469 NW PRIMA VISTA BLVD.
PORT SAINT LUCIE, FL 34983
IT 772-3404990
-b vVVvw.edc�1nc.com
F.B.P E. CERTIFICATE OF AUTHOR17ATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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MICHAEL T. OWEN
PSM #5556
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1934 TUCKER COURT
FORT PIERCE, FL 34950
19 772-462-2455
Olanning & Development T,
Cervicai
DEC 2112016 S-15-120
RECEIVED
1 Iractor
DATE 11600TI
copy
JOB 15-120 1 1 1 1 V a 0
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LEGEND
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
EXISTING ASPHALT
PROPOSED ASPHALT
DEMO EXISTING ASPHALT
PROPOSED ADDITION
BELOW BERM
VIKSMACKRE
PERVIOUS TOTAL PARKING PRO�VIDED 12 SPACES MITE PROJECT ADDRESS: 2299 South Rock Road 0 HOB G) eee�
... L� d. Fort Pierce FL 34954 0 pl.
EXISTING BUILDING BELOW BERM 7,400S.F.
0.17AC.
2.92%
P"ED PARK No PR
IDED PER ITE PARKING GENERATION - FOURTH
IneRt SbUde, pe, `1�
T Index He 173AS
PARCEL ID:
2323-501-0019-000-2
-
_L I;
U III
PROPOSED BUILDING BELOW BERM 8,923 S.F.
0.21 AC.
3.53%
EDITION LAND USE
DE 110 (GENERAL LIGHT INDUSTRIAL)
SECTION:
23
12'-V
TOWNSHIP:
35S
GRASS / OPEN AREA 207,096.00 S.F.
4.75 AC.
81.84%
RANGE:
39E VICINITY MAP
WHITE
ZONING:
7-
LAND USE:
T/U
.IMPERVIOUS/PERVIOUS.
TOTALIMPERVI 29,621.04 S.F. 0.68 AC.
OUS
11.71%
Peeved W.191eenUe ed
iqMdd.R(nndGd`
`
D179
NOTES:
1. TOP PORTION OF FOR 25 & 26
ALL
SH HAIxIE A REFLECTIVE OWE
BACKGROUND w7w MITIF RRRFCTIw
F/I
BLUE
r
MAXIMUM BUILDING HEIGHT:
40'
I-_, 1 1, 1 1 '. d ..� _. enx`�� BLUE �Zn ...-A I
PERVIOUS AREA 223,419.00 S.F. 5.13 AC. 88.29% W70M PORTION SHAUL HAW A E Dulluirly Out DaCKIS.
REFLECTIVE WHITE BACKGROUND WITH GOT a
, z �, ,
, 1
CA
BLACK CRADLE UCCI AND SI
3. FIT 25 At 26 MAY BE FABRICATED ON
ME PANEL OR M.
I I
i
x �i
Front Setback => 40
4. FT 25 IS MR USE IN AREAS WHERE
BLUE
Side Setback => 20'
ZONING: AR-1
T, R,
SPACE IS UI
5. REFER TO MOT IND" NO, 17355 FOR
. WHTE
Rear Setback=> 30'
ra
PROPOSED 8'OPAQUE WALL OR FENCE
HANDICAP SIGN STANOARD$.
PART OF LOT 2
PER LDC 07.09.04.E (SEE LANDSCAPE
S. REFER TO MOT INDEX NO. 17W FOR
PAVEMENT MARKING REWHREMENTS.
LEGAL DESCRIPTION
MODEL LAND COMPANY
PROPOSED SINGLE 8'WIDE CHAIN LINK PLANS) (WALL NOT REQUIRED PENDING-\
4"THICK SIDEWALK DETAIL
HANDICAP SPACE DETAIL
SUBDIVISION OF SECTION 23-35-39 LMINI LJu,.jr-: RE MANUAL SWING GATE (LANDSCAPE APPROVAL Or WAIVER FORMS FROM
P.B. I PG. 1 OD (VACANT) NSO-48-48-W(D) MAINTENANCE ACCESS ONLY) ADJACENT PROPERTY OWNERS)
%L9;�4-22:EU 0.00'(Q(D�
xeed�0�
1 O'LANDSCAPE BUFFER
EX. 4'WIRE FENCE PROPOSED 10, PROPOSED EX. TO
TO REMAIN PENDING APPROVAL ) EX. E RAINAGE
OF WAIVER FORMS FROM C L FFENCE RETENTION AREA
ADJACENT PROPERTY OWNERS EX. C.L. S AL
APPROX. LOCATION
OF EXISTING WELL--,,,, PROPOSED SEPTIC
TO BE ABANDONED XZTANK, LIFT STATION &
DRAINFIELD BY OTHERS
ZFPROPOSED
PROPOSED NEW U/G DIESEL
CONCRETE SLAB-\ TANK(S) BY OTHERS
ATTRANSFORMER 189.33' PROPOSED
PROPOSED OPEN AIR A/C LIGHTING
15' YARD & EQUIPMENT ACCESS
EX. DRAINAGE PROPOSED
RETENTION AREA C.L.. FENCE
2 .13'
PROPOSED RETAINING WALL
(SEE ARCHITECTURAL PLANS)
/ �//
v.
0
APPROXIMATE LOCATION OF UNDERGROUND
ELECTRICAL UTILITY. EXACT POSITION
SUBJECT TO FPUA APPROVAL.
Total Site Area =>
5.809 Acre
=> 100 %
PARCEL SIZE 253,040.04
S.F. 5.809 AC.
100.00%
LAND USE TABLE
IMPERVIOUS
_C4
EXISTING CB BUILDING
880 S.F.
0.02 AC.
0.35%
PROPOSED ADMIN OFFICE
1,340 &F.
0.03 AC.
0.53%
EXISTING ASPHALT
23,864.85 S.F.
0.55 AC.
9.43%
ASPHALT TO BE REMOVED
3,273.35 S.F.
0.08 AC.
PLAN VIEW
1.29%
PROPOSED ASPHALT
1,528.97 S.F.
0.04 AC.
0.60%
RETAINING WALLS
1,065.19 S.F.
0.02 AC.
0.42%
t`nPdf'DIZ'rC: ADMA
A 1)4C 0
n -in A rl
4 017
1, - .1 I I I
ELEVATION VIEW
CEDARGATES
WITH LATCHES
WHIGHMASOINUORYWALL
WITH STUCCO FINISH
S. 40 1
CENTER RD Z
PAINT STRIPE
i TE 1E
(TYPICAL) 1E
IN FEET
8" 4 4 BLE STRIPING I inch = 40 ft. 3:
DOU SEE DETAIL 11
op" :E
G STALL DETAIL :T*C.
DOUBLE STRIPING DETAIL Developer X
NY� NDICM DATA SHELTER, LLC 8- X
C 3E
1. INN 10 FOOT INDEX 1� M PUR I'DOT ma 173M.
SIRMNO PER MOT NDEX 1". mple, M 11 INDEX 1�5. 809 NW 45th STREET JE
ITT
POMPANO BEACH, FL 33064 6 t 0
(AC. PADSISIDEWALKS/SHAFTS) /0 PROPOSED PARKING:
TOTAL PARKING RE�UIRED (0.75 SPACES PER 1,000 SF) 12 SPACES SITE DATA
Q_�
c
C44
�2
z
LIU
0
QL
w
0
z
w
PROPOSED DUMPSTER ENCLOSURE
AND NEW CONCRETE PAD (SEE SOLID SOLID WASTE:
WASTE NOTE AND DUMPSTER DETAIL) BASED ON THE INTENDED USE OF THE BUILDING, THIS PROJECT WILL UTILIZE A PROPOSED DUMPSTER
Is-N P POSED NEW WELLIPUMP AREA THAT WILL MEET LDC SECTION 11.09.04F FOR WASTE RECEPTACLES.
2 23.7 v -01 IRRIGATION UNDER SEPARATE PERMIT HAZARDOUS WASTE:
3 - -3.813- A7 �6w
o_� Awl
7 3' ALL HAZARDOUS WASTES DISPOSAL SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL
1,541 ' A283 32.G PROPOSED
44.03' C.L. FENCE REGULATIONS.
PROPOSE 32.04' EX. 4'WIRE FENCE PROPOSED TO REMAIN _117
C1. GATE EX. CS
IT A 18 4n' ENDING APPROVAL OF WAIVER FORMS
BUILDING FIRE PROTECTION:
),1 FROM ADJACENT PROPERTY OWNERS
PROPOSED NEW LIGHT
�90.79' 880 SF
PROPOSE 0 NEAREST FIRE HYDRANT IS APPROXIMATELY 926NORTHEAST ON THE NORTHWEST CORNER OF SOUTH
23.70' AND POLE ON EXISTING ROCK ROAD AND RESEARCH CENTER ROAD.
IE
V.48' CONCRETE POLE BASE
118.16 L. FENCE
86.6 X. C
NC. In,
POLE SE r PROPOSED SLIDING BALE WELL FIELD PROTECTION:
PORTION OF EX. 8'FENCE THE SUBJECT PARCEL IS NOT LOC ED WITHIN 1000 FEET OF A PUBLIC WATER SUPPLY WELL. 3E
EX. BUILDING BELOW BERMN 10, PROPOSED TO BE REMOVED)
62.65' 110, 7,400 SF 01 1E
FFE: 22.00 SITE LIGHTING:
c
26' t� Sr� J1
AID: 4...v .01 PART OF LOT 1 SECILIKI I y / SITE LIGHT TO BE PROVIDED BY OTHERS. SITE LIGHTING SHALL BE INSTALLED SO THAT NO
MODEL LAND COMPANY 11 U.1
EX. PLANTERS SUBDIVISION OF SECTION 23-35-39 OFF SITE AREAS ARE DIRECTLY ILLUMINATED. ALL FIXTURES AND POLES SHALL CONFORM TO ST. LUCIE
PRO COUNTY LDC Section 7.09.04K. SEE ELECTRICAL DRAWINGS.
POSEDJ TO BE REMOVED v 11 X
EX. SEPTIC PROPOSED TO BE is P.B. I PG. IOD (VACANT)
LIGHTING
ABANDONED UNDER SEPARATE PERP 0
EX . RETAINING WALL- ?C1
4 BY CONTRACTOR FOR NEW SYSTEM LANDSCAPE: 1E z
74'\ SEE LANDSCAPE PLANS PER LDC SECTION 11.02.09a.3.m. 11 BOOM
91.17-
PROPOSED NEW LIGHT PROPOSED ZONING: AR-1
ONCRETE 3: z
AND POLE ON EXISTIN BUILDING & RETAINING WALL: 11 :nn
CONCRETE POLE BASE /01 WALKWAY 17.55"� 0
LAND HEIGHT OF THE NEW AND EXISTING ROOF SLABS ARE APPROXIMATELY 16'ABOVE NATURAL GRADE, 11 (0)
USE: RE
PROPOSED ADDITION 10, EX. SODDED 79.99' UNDER TOF BERM. TOP OF NEW AND EXISTING RETAINING WALLS ARE 2TABOVE NATURAL GRADE, LU
BELOW BERM (8,923 SF) AREA TO REMAIN
SLOPING DOWN TO APPROXIMATELY 6'ABOVE NATURAL GRADE. SEE ARCHITECTURAL PLANS FOR
7
+ ADDITIONAL CLARIFICATION ON ELEVATIONS. NE
EX. CENTERLI
PORTION OF EX, 8' OF ROCK
FENCE PROPOSE I Nil PROPOSED B'OPAQUE WALL OR FENCE PER LDC ROAD
TO BE RMEOVED 07.09.04.E (SEE LANDSCAPE PLANS) (WALL NOT EX. 60,
A i IS' 22,60' 20.00' EX.OVERHEAD
11 : , REQUIRED PENDING APPROVAL OF WAIVER ROW LINE
I EXISTING SHAFT PROPOSED TO Iit , � ) X. UTILITY FORMS FROM ADJACENT PROPERTY OWNERS) EX. DIRT DRIVE PROPOSED TO
BE ABANDONED AND CAPPE % i .
EX. ACCESS DRIVE PROPOSED BE IMPROVED PER LDC 7.05.06
OFF UNLESS NOTED OTHERWIS X TO BE IMPROVED TO 20'MIN. BENCHMARK: EX. 4'WIRE FENCE PROPOSED
RAILROAD SPIKE PROPOSEDTO
X, WIDTH FOR TWO-WAY TRAFFIC TO REMAIN PENDING APPROVAL
PER LDC SECTION 7.02.06 SET IN THE SOUTH FACE [-OF WAIVER FORMS FROM REPLACE EX. 12" CMP
OF A WOOD POWER POLE ADJA w/ 15" ROP & M.E.S.
PROPOSED C.L. 8' EL. 19.97 CENT PROPERTY OWNERS PER LDC 7.05.06
PROPOSED C.L, PED. GATE
FENCE (SHE SITE PROPOSED SIGN AND CALL BOX
PLAN NOTI'7NO. 4) PORTION OF EXISTING FENCE (SEE ARCHITECTURAL PLANS) PROPOSED STREET NUMBER SIGN R.J. KENNEDY, P.E. (DATE)
i 0, EX. SEPTIC PRO'DOSED TO BE PROPOSED TO BE REMOVED) 10, (SEE ARCHITECTURAL PLANS) #56218
! I - N89-48'48-W(D) vaqml(n) PROPOSED 10'ROW DEDICATION
ABANDONED UNDER SEPA'RATE PERM! EX. 4' FENCE CROSSES LINE
i 1! �, PER T PROPOSED ADMINJ
SYS%M0. BY CONTRACTOR FOR NEW SYSTEM OFFICE (1,340 SF) PROPOSED TO REMAIN PENDING
Z�� EX. CONCRETE APPROVAL OF WAIVER FORMS FROM 10'LANDSCAPE UFFER
EX. FFENCE STAIRCASE TO REMAIN ADJACENT PROPERTY OWNERS 272.57'
_-ex -T -
APPROX. LOCATION OF EX. ABANDONED FUEL TANK PROPOSED PROPOSED 20.00' 17,58' 1934 TUCKER COURT
(PREVIOUSLY FILLED WITH CONCRETE AND EPACOUNTY PROPOSED NEW SHAFT LIGHTING-\ EO ORT PIERCE, FL 34950
APPROVALS HAVE BEEN OBTAINED AND MAY BE PRODUCED OVER ABOVE EXISTING 00i-
BY OWNER UPON REQUEST. NO WORK PROPOSED IN THE INTAKE SHAFT (TO REMAIN) 0. 21772-462-2455
IMMEDIATE VICINITY OF THE ABANDONED TANKS SHALL 13.85' POP
TAKE PLACE UNDER THIS PERMIT.) 10'LANDSCAPE BUFFER
Sag-i4'02-W(C) 10, 754.63'(C)(D)
N89-48'48'W(D) SOO-03'4 W(
PROPOSED NEW LIGHT ZONING: AR_ 1 LOTS PROPOSED C.L. FFENCE & 8' NO01 07"
AND POLE ON EXISTIN C)
MODEL LAND COMPANY SECURITY GATE TO BE MOTOR 5 0'(C D) 15-212
C ONCRETE POLE BASE SUBDIVISION OF SECTION 23-35-39 46.10' EX. GATE PROPOSED TO BE
P.B. 1 PG. IOD (OCCUPIED) DRIVEN CHAN OPERATED REMOVED TO PROVID
EX. 60
LAND USE: RE X.TOB EX. 4'WIRE FENCE PROPOSED VEHICLE STACKING AREA ROW LINE - - - - - - - -
TO REMAIN PENDING APPROVAL
PROPOSED B'OPAQUE WALL OR FENCE PER LDC ADJACENT PROPERTY OWNERS EX. DRIV
07,09,04.E (SEE LANDSCAPE PLANS) (WALL NOT OF WAIVER FORMS FROM EX. WEL PROPOSED
EXISTING REQUIRED PENDING APPROVAL OF WAIVER DEDICATION LINE
APPROX. 1 OF 1
FENCE FORMS FROM ADJACENT PROPERTY OWNERS) I OCATIONI OF MEET FUTURE 80' ROW EX. CULVE
PROPOSED
CONCRETE SLAB
AT TRANSFORMER
PROPOSED
f-C.L. FENCE
0
11 1- 1.99,
6.63'
BEGINNING AT THE POINT OF INTERSEC I ION Or THE SOUTH BOUNDARY OF LOT 2 OF A SUBDIVISION OF SECTION 23, TOWNSHIP
35 SOUTH, RANGE 39 EAST, BY MODEL LAND COMMIDANY AND RECORDED IN PLAT BOOK 2, PAGE 10D, PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA, WITH THE NORTHEASTERLY RIGHT-OF-WAY LINE OF THE SUNSHINE STATE PARKWAY, THENCE
'OSED RETAINING WALL N36-641 S"W, ALONG SAID RIGHT-OF-WAY LINE, 600.00 FEET, THENCE S89-4848"E, PARALLEL WITH THE SOUTH BOUNDARY OF
TRAFFIC STATEMENT:
11
ARCHITECTURE PLANS) SAID LOT 2 AND THE SOUTH BOUNDARY OF LOT 1 OF SAID SUBDIVISION, 500.00 FEET, THENCE S36-54-18"E PARALLEL WITH SAID
3:
THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE), TRIP GENERATION, 8TH NORTHEASTERLY RIGHT-OF-WAY, 537.32 FEET TO A POINT THAT IS 50.00 FEET NORTHERLY OF AND AT RIGHTANGLE TO THE
11
tOPOSED OPEN AIR A/C EDITION, LAND USE CODE 170 (UTILITIES) WAS USED TO DETERMINE EXPECTED SOUTH BOUNDARY OF SAID LOT 1, THENCE S89'48'48"E, 50.00 FEET FROM AND PARALLEL WITH SAID SOUTH BOUNDARY, 292.31
11
,RD & EQUIPMENT ACCESS DAILY TRIP GENERATION RATES FOR THE PROPOSED DATA SHELTER PROJECT. FEET TO A POINT ON THE WEST R1GHT-OF-WAY LINE OF COOLIDGE ROAD, SAID POINT BEING 30-00 FEET FROM AND AT RIGHT
11
WEEKDAY ANGLE TO THE CENTER OF SAID COOLIDGE ROAD, THENCE SO-03'46"W ALONG SAJD WEST RIGHT -OF. WAY LINE, 50.00 FEET TO
11
PORTION OF EX FENCE
PROPOSED TO BE REMOVED A.M. PEAK HOUR TRIPS = 6.93 TRIPS THE SOUTH BOUNDARIES OF SAID LOTS, 754.63 FEET TO THE POINT OF BEGINNING.
J1
P.M. PEAK HOUR TRIPS OF ADJACENT STREET TRAFFIC 1.32 TRIPS
PROPOSED NON -CRITICAL AC. WATER AND SEWER:
IE
3E
YARD OVER BREAK ROOM EXISTING WELL TO BE ABANDONED. TWO WELLS TO BE INSTALLED UNDER SEPARATE COVER FOR
1E
AREA, NOT COVERED BY BERM POTABLE WATER SERVICE. EXISTING LIFT STATION, EJECTION PUMP, SANITARY LINES, DRAINFIELD AND
11
APPROXIMATE LOCATION OF UNDERGROUND ELECTRICAL ALL OTHER RELATED ELEMENTS OF EXISTING SEPTIC SYSTEM TO BE UPGRADED BY OTHERS UNDER
1E
UTILITY. EXACT POSITION SUBJECT TO FPUA APPROVAL. SEPARATE PERMIT.
BENCHMARK:
DRAINAGE:
RAILROAD SPIKE
SET IN THE WEST FACE IN ORDER TO REDUCE EROSION AND POTENTIAL BUILDING LEAKS, WHEREVER BERM IS TO BE
11:
OF A WOOD POUI POLE RECONFIGURED AGAINST RETAINING WALLS, PROVIDE "CRICKET" SHAPING OF THE SOIL WHEREVER
EL. 3032 POSSIBLE. SURFACE OF BERM SHOULD NOT RAKE DOWN WALLS UNLESS CRITICAL TO MEET DRAINAGE
PROPOSED GUTTER
W/ DOWNSPOUT REQUIREMENTS AND WALLS HEIGHTS SHOWN. PROJECT PROPOSES TO REMOVE ASPHALT AND
PROPOSED NEW WELLIPUMP PROPOSES A BUILDING ADDITION WHICH IS UNDER GRASS BERM, THEREFORE THERE IS NO IMPERVIOUS
OTABLE UNDER SEPARATE PERMIT INCREASE IN EXCESS OF 4,000 SQUARE FEET. NO MAJOR DRAINAGE IMPROVEMENTS ARE PROPOSED.
0
z
Z
z
Z
0
z
z
a
C
C�
Ii FRON'T
SIDES
CNR SIDES
REAR
ZNG
TEC
EX. BUILDfNG[' SITE P N
zza:;z lzm ntrac
.---copy
A13provd Dafi;�
Approvaf Doc. & Number
d
LU
0
m
I-
3:
LU
m
0
LU
w
ci
LU
of
IL
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GRAPHIC SCAU
30 60 120
3,0
( IN FM)
i inch - 30 fL
X
678.6-9'(�-) -�_7876(cT
PART OF LOT 2
MODEL LAND COMPANY SUBDIVISION
OF SECTION 23-35-39
P.B.01 FG, 10D (VACANT)
SET IRC
END 4x4 CM (NO ID)
SET IRC N77'10'51"W 0.39'
- 4x4 CIA (NO ID) FIRC (C&T LB 4286)
N28*51'14"W 0.57' S89*48'48"E(D) S87*45'35"W 1.00'
N89*54'02"E(C)- 500.00 �C)(D)
FE�CE WIRE FENCE (POOR CONDITION) -
0.71 SOUTH
lob
ELECTRICAL PANEL (ABANDON)
WATER VALVE
e'b
+ RAIL ROAD SPIKE SET IN THE WEST FACE 0
A WOOD POWER POLE. BENCHMARK EL. 3
16
a,
4-
Zi
NORTHWEST CORNER
SEC. 23-35-39
(CALCULATED)
14
15
06 0
6_
2 2t2 3 00,
1A
N V)
I to
n
I -t
In wo
z
0
r-
z S89 54'02"W(C)\
I-
UI
ABBREVIATION LEGEND
(P PLAT DATA
(C� CALCULATED FROM RECORD MEASUREMENTS
�D) DEED
M) MEASURED
P.O.C. POINT OF COMMENCEMENT
P.O.B. POINT OF BEGINNING
P.L.S. PROFESSIONAL LAND SURVEYOR
C.L.F. CHAIN LINK FENCE
T _;TA
678.89'(P) �78.76(C) (TPjINT
S I T E N
ol
voil Pierre
ST. LUCIE COUNTY, FLORIDA
LOCATION M A P
NO SCALE
POINT "A"
N. 1/4 CORNER
SEC. 23-35-39
FIND 5/11" IRC
CORNER (GCY4108)
35- 39
100
0
IkO
N I
FIRC (C&T LB 4286) 0 Li
39.08
il lb�'� "ll
ro S87*45'35"W 1 . 00' c"
o
"5p 1p�l W, '.
C.2RETE 4x4 MONUMENT (NO ID)
STAR CASE lob
N61*26'31"W 0.18' ND 4x4 CM (NO ID)
(NO POINT SET) N25*05'29"W 0.20'
+Itp 1- .00, (NO POINT SET)
(RAIL ROAD SPIKE SET IN THE SOUTH FA(;C I
19.97 S89*48'48"E(D) 292.31'(D)
I,OF A WOOD POWER POLE. BENCHMARK El 4 . 3 ET IN
__7 b N89@54'02"E�c) WEST FACE OF WOOD POWER
CONCRETE 292.29'�C) RAIL ROAD SPIKE S
4x4 MONUMENT 1101p 1 119'� "NCE POLE. BENCHMARK EL. 19.513
POLE BASE --Q�u �l 0 SOUTH HU
T,
N44*1509 W 0.22 0.9, soUTIl IN EL
!00*13 ��7 E
FIRC (C&T LB 4286) �3ASPHALT DRIVE
I�A QW(cn.)(p) , '03'46"W(D)
\187*00'15"W 1.01' SOO
(NO POINT SET) FENCE FENCE CROSSES LINE 1.4' NOR R2
573.52'(C) 1.4- NORTH 105.55'(C)_ - - - f SOO-1 3'07"E(C)
- __ __ - - - I - VARE FENCE (POOR CONDITION -STRADDLES LINE 50.00'(C)(D)
T79.07--16)(LOf 2) qjqq-;;AInq"WfC) ) 754.63'(C)(D) KYLE
1931. 7'(C) 10" N89'43'48"W(D) 0 I�R 17
.1 PART OF TOB FIRC (C&T _B� 4286)
LOT
LOT 8 N87-16'03"E 0.60'
(VACANT) MODEL LAND COMPANY SUBDIVISION END 4x4 CM (ILLEGIBLE)
SOUTH LNE LOTS 1 & 2 OF SEC�ION 23-35-39 N41'20'48"W 0.26'
P.B, I PG, 10D (OCCUPIED) FIRC (ILLEGIBLE)
le NBO'40'18"E 0.43'
POND (NO POINT SET)
---To
L.B.
LICENSED BUSINESS
DESCRIPTION.
FIRM
PERMANENT REFERENCE MONUMENT
IR&C
5/8"IRON ROD & CAP
BEGINNING AT THE POINT OF INTERSECTION OF THE SOUTH BOUNDARY OF LOT 2 OF
CM
CONCRETE MONUMENT
A SUBDIVISION OF SECTION 23, TOWNSHIP 35 SOUTH, RANGE 39 EAST, BY MODEL
IR
IRON ROD
LAND COMPANY AND RECORDED IN PLAT BOOK 2, PAGE 10D, PUBLIC RECORDS OF
FD
FOUND
ST. LUCIE COUNTY, FLORIDA, WITH THE NORTHEASTERLY RiGHT-OF-WAY LINE OF THE
O.R.B.
OFFICIAL RECORDS BOOK
SUNSHINE STATE PARKWAY, THENCE N36'54'18"W, ALONG SAID RIGHT-OF-WAY LINE,
ps
PLAT BOOK
600.00 FEET, THENCE S89-48'48"E, PARALLEL WITH THE SOUTH BOUNDARY OF SAID
PAGE
LOT 2 AND THE SOUTH BOUNDARY OF LOT 1 OF SAID SUBDIVISION, 500.00 FEET, THENCE
PG
A
CENTRAL ANGLE
S36'54'18"E PARALLEL WITH SAID NORTHEASTERLY RIGHT-OF_WAY, 537.32 FEET TO A
N
NORTHING
POINT THAT IS 50.00 FEET NORTHERLY OF AND AT RIGHT ANGLE TO THE SOUTH BOUNDARY
E
EASTING
OF SAID LOT 1. THENCE S89'48'48"E, 50.00 FEET FROM AND PARALLEL WITH SAID
CH
CHORD DIMENSION
SOUTH BOUNDARY, 292.31 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF
EL
ELEVATION
COOLIDGE ROAD, SAID POINT BEING 30.00 FEET FROM AND AT RIGHT ANGLE TO THE
CONC
CONCRETE
CENTER OF SAID COOLIDGE ROAD, THENCE SO'03'46"W ALONG SAID WEST RIGHT-017-
SQ.
SQUARE
WAY LINE, 50.00 FEET TO THE SOUTH BOUNDARIES OF SAID LOTS, 754.63 FEET TO
FT.
FEET
THE POINT OF BEGINNING.
R/W
RIGHT-OF-WAY
N/D
NAIL & DISC
LESS AND EXCEPT:
DIA.
TEI
DIAMETER
TOP OF BANK
LANDS LYING EAST OF A LINE 40.00 FEET WEST OF AND PARALLEL TO THE WEST LINE
TOE
TOE OF SLOPE
OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
STA.
STATION (ALIGNMENT)
35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA.
ID� IDENTIFICATION
RIP -RAP
CONCRETE
ROCK
ASPHALT
_TB_ TOP OF BANK
--GB-- GRADE BREAK
CENTER LINE
0 SCALE
18.81
5r,
�p-
0
_11 T Q C13
'b BUILDING
CONCRETE
POLE BASE
A13
0 dl STAIR CASE
ASPHALT
PLANTERS
0-1,CONCRETE AIR VENT
POLE BASE
.0
0,
NOTES
PART OF LOT 1
MODEL LAND COMPANY SUBDIVISION
OF SECTION 23-35-39
P.B. 1 PG. 10D
(VACANT)
C,
ll,e, \CONCRETE
'7E
+
1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, wrIHOUT CONSENT
OF THE SIGNING SURVEYOR.
3) DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT AND/OR THEIR AGENT.
4) THE LAST DATE OF FIELD WORK WAS APRIL 29, 2015.
5) LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR
EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE FITLE
VERIFICATION.
6) BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH -SOUTH QUARTER SECTION LINE OF SECTION 23, TOWNSHIP 35 SOUTH,
RANGE 39 EAST HAVING A BEARING OF NOO'13'07"W BETWEEN MONUMENTATION AS IDENTIFIED AND ALL OTHER BEARINGS ARE RELATIVE
THERETO. BEARINGS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN DATUM, ADJUSTMENT OF 1983 (NAD 83) GRID NORTH.
7) UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY.
8) TOTAL PARCEL CONTAINS 5.797 ACRES, MORE OR LESS.
9) TO MAKE THE MAP LEGIBLE THE SYMBOLS SHOWN HEREON AND AS DESCRIBED IN THE LEGEND ARE NOT ALWAYS TO SCALE, BUT
INDICATE THE SURVEYED LOCATION.
10) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING NO FLOOD DESIGNATION BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA) BASED ON FLOOD INSURANCE RATE MAP NO. 120285 0160 J (NOT PRINTED) WITH AN EFFECTIVE DATE FiF
FEBRUARY 16, 2012 IN ST. LUCIE COUNTY, FLORIDA.
14) ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND REFERENCE
NATIONAL ST. LUCIE COUNTY BENCHMARK "ROCK-, HAVING AN ELEVATION OF 6.66 FEET. TO CONVERT ELEVATION$ TO NATIONAL
GEODETIC VERTICAL DATUM OF 1929 (NGVD 29), SUBTRACT 1.485 FEET.
15) EXPECTED USE OF PROPERTY: TRANSPORTATION/UTILITIES (T/U)
16) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD IN FEET.
17) SECTION LINES AND MONUMENTATION SHOWN HEREON AND USED TO DETERMINE PROPERTY BOUNDARIES ARE BASED ON PREVIOUS
SURVEYS AND HISTORICAL SECTIONAL INFORMATION. SOME MONUMENTATION MAY HAVE BEEN DESTROYED, SINCE THE OlRjr,�INAL
DELINEATION OR RESOLUTION, OF THE SECTIONAL SURVEY. THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY Col,ITAIN ALL OF
THE INFORMATION OBTAINED OR DEVELOPED BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH.
18) HORIZONTAL CONTROL 13ASED ON TRIMBLES VIRS NOW GPS RTK (REAL TIME KINETIC) NETWORK.
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MICHAEL T. OWEN
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION #5556
DATE
JOB // 15-120
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ENGINEERS Q5 SURVEYORS -
FORT PIERCE OFFICE
1934 TUCKER COURT
FORT PIERCE, FIL 34960
ll� 772-462-2455
PORT SAINT LUCIE OFFICE
469 NW PRIMA VISTA BLVD.
PORT SAINT LUCIE, FL 349a3
2R 772-340-4990
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F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L B CERTIFICATE OF AUTHORIZATION 8098
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1934 TUCKER COURT
FORT PIERCE, FIL 34950
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OWNER, 1NF0fR1*-1,4TIQN
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22'.Y3 SOUTH ROC< ROAD
ST. LUCIE COUNTY, FIL
CONTACT: MASK OXLEY, CTO AND FOUNDER
PHONE: (59,I)a50-10(aa
EMAIL: MAR<.0)<LEYmr-)ATA$HELTEI;R.CCM
5TfRUCTURAL AND
�IECH,4NICAL ENGINEERING
5,45 E 4
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1�055 SLADE$ ROAD, #231
IBOCA RA70NFLORIDA 33434
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ELECTFRICAL ENGINEERING
5101 5. Dixis Hw�, 0a LUs&t
Palm 5sach, Florida 33405
f-Ilione: 561 43C?
Fax: 5(ol 4B3 1560
Cert. or Auth.: *a6OO
CONSULTANTS
GENERAL G0NTfR,4CTQfR
�4EfZ-1,4N GON&TRUCTION 6EfR\/1C;E5, INC,
102el NLU 4(oth ST.
SUNRISE, F-L 33351
CONTACT- TOM HERMAN
PHONE: �e54) 'J31-5523
EI-IAIL: TOMHERMAN 1B HERMAN -CONSTRUCT I ON.COM
FF�,OJECT D?4TA
BUILE)ING COI)E: F5C 2014 4 FFFC; 2010 4 F5G 2012 (ACCE55151LITT)
GRO55 AREA OF CONIDITIONEI) 6F4C;E = AFFIROX, 14,500 5�F,
5EE OTHEIR 5HEET5 FOP, &FECIFIC AREA CALCULATION5
MUNIGIFALITY; 5T. LUCIE COUNTY, PI
51JILI)ING CLA651FIGATION: TYFE 1A
NIJM5ER OF 5TORIE5: 51JILE)ING I
`l��EX15T, CONE)ITION5 NOTE6
51JILI)ING/5FAGE OCCUIF=ANCY: 51J-51NE55�ZL
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INDEX TO THE DFAUJING5
T-I TITLE SWEET
GENIESAL INFORMATION SHEETS
r;;_0 . I GENERAL NOTES
S_0 .2 EXISTING CONDITIONS NOTES
a -I GENERAL REFERENCE FLOOR PLAN (PRESENTATION PLAN)
G-2 USE AND OCCUPANCY, ACCE551BILITY NOTES
G-3 EXITING AND LIFE SAFETY
G-4,1 FIRE ZONESAND RATED 5EPARATION6
G-4.2 FIRE 5UPPRE55ION AND EXTINGUISHMENT
S-5 RAISED FLOOR 5Y5TEM
G-ro EQUIPMENT LAYOUT SOUTHWEST QUADRANT
G-7 EQUIPMENT LAYOUT NORTHWEST QUADRANT
G-a EQUIPMENT LAYOUT NORTHEAST QUADRANT
G - 1� BUILDING MANAGEMENT SCHEMATIC
G-10 . I 5U5FLOOR GUTTERS AND LEAK DETECTION
3-10.2 6U5FLOOR GUTTERS AND LEAK DETECTION
G - 103 6U5FLOOR GUTTERS AND LEAK DETECTION
D-1 DEMOLITION PLAN AND NOTES
Al'o OVERALL FLOOR PLAN (WITH SECTION TAGS)
A1.1 PARTIAL ENLARGED ARCHITECTURAL PLAN - 5W..QUADRANT
AI.2 PARTIAL ENLARGED ARCHITECTURAL PLAN - N,W_ QUADRANT
AL3 PARTIAL ENLARGED ARCHITECTURAL PLAN - N.E. QUADRANT
A.14 PARTIAL ENLARGED ARCHITECTURAL PLAN - MEZZANINE LEVEL
AI,5 PARTIAL ENLARGED ARCHITECTURAL PLAN - ADMIN. OFFICE AREA
AL& PARTIAL ENLARGED ARCHITECTURAL PLAN - 5REA< ROOM /TOILET5
A2.0 INTERIOR FINISH PLAN AND NOTES
A2,1 INTERIOR FINISH DETAILS, NOTES, SCHEDULES, PARTITION DETAIL
A2.2 DESK DETAILS
A2.3 M16C INTERIOR$ NOTES AND DETAILS
A2A M15C INTERIORS NOTES AND DETAILS
A3,0 DOORS AND WINDOWS - PLAN AND NOTES
43,1 DOORS AND WINDOWS - SCHEDULES AND NOTES
A4.0 REFLECTED CEILING PLAN - OVERALL
A4.1 REFLECTED CEILING PLAN - ENLARGED, ADMIN. OFFICE AREA
A4.2 REFLECTED CEILING PLAN - ENLARGED, TYPICAL SUITES
A5.0 ARCHITECTURAL ROOF PLAN
A6.0 EXTERIOR BUILDING ELEVATIONS - EAST, WEST, SALES OFFICE
H A(0.1 EXTERIOR EUILDING ELEVATIONS - NORTH, SOUTH, ENLARGED
A1.0 BUILDING SECTIONS
A AIJ BUILDING SECTIONS
A C', L E 0 F A1.2 BUILDING SECTIONS
T H E P I I'AN i%�i
A13 BUILDING SECTIONS
AIA BUILD ING SECT IONS
A7.4 BUILDING SECTIONS
A1.5 BUILDING SECTIONS
041.6 BUILDING SECTIONS
141.1 BUILDING SECTIONS
A72 BUILDING SECTIONS
A&.0 INTERIOR ELEVATION AND NOTES
AO] I INTERIOR ELEVATION AND DETAILS
A9.0 SERVER EQUIPMENT SUITE SECTIONS
A'B.1 SECURITY OFFICE AND TOILET ROOM DETAILS
A�.2 MEZZANINE STAIR DETAILS AND NOTES
TIER LEVEL DATA CENTER AS.3 MISC. STEP CONDITIONS DETAILS AND NOTES
A100 UNDERGROUND SHAFT DETAILS
A10.1 CONDENSER FIER DETAILS
FO T PIERCE FACILITY AILO UL DETAILS
5-100A STRUCTURAL INDEX AND NOTES
5-1005 STRUCTURAL NOTES (CONT.)
5-101 SCHEDULES
5-102 RETAINING WALL SECTIONS
2. 9 9 So ROCK RDm 5-201 .1 FOUNDATION PLAN
6-201.2 ADMIN. OI4NTER FOUNDATION PLAN 4 DETAILS
5-202.1 FIRST FLOOR WALL AND COLUMN PLAN
6-20Z2 ADMIN. OF�ICE6 FIRST FLOOR WALL AND COLUMN PLAN
6-203.1 FLAT CONIC. ROOF FRAMING PLAN
STo I.UCIE COUNTY9 FLORIDA 5-2032 ADMIN, OFFICES ROOF FRAMING PLAN
5-204 ROOF BOTTOM REIBAR PLAN
5-205 ROOF TOP RE5AR PLAN
5-20e, ROOF AND ROOF PARAPET PLAN
5-601 GENERAL DETAILS
5-002 GENERAL DETAILS
M001 HVAC NOTES, LEGEND, A55REVIATION5
M101 HVAC DETAILS
M201.1 OVERALL HvAC FLAN
M201.2 PARTIAL ENLAR3ED PVAC PLAN
M202.1 'A' 61r)E,CRA(-- UNITS REFRIGERANT PIPING PLAN
M202.2 V 51DE CRAG UNITS REFRIGERANT PIPING PLAN
M2023 NOI EQUIPMENT REFRIGERANT PIPING PLAN
M301 HVAC EQUIPMENT SCHEDULE
6 P001 NOTES, LEGEND, ABBREVIATIONS
PI01 FLUM51NG DETIAL5
P201 WATER SUPPLY FLAN
F202 SANITARY AND VENT PLAN
P203 MECHANICAL EQUIPMENT WATER SUPPLY PLAN
P204 MECHANICAL EQUIPMENT CONDENSATE P
P301 RISER DIAGRAMS - WATER SUPPLY, SANITARY AND VENT
F302 FUEL TANK PIPING SCHEMATIC
REVIEWED FOR
P303 RISER DIAGRAM - MECHANICAL EQUIPMENT WATER SUPPLY
COMPLIANCE P304 R15ER DIAGRAM - MECHANICAL EQUIPMENT CONDENSATE
CODE P401 SCHEDULES
ST. LUCIE COUNTY
SOCC ESI ELECTRICAL 51TE PLAN
EI.0 LEGEND
EIJ ELECTRICAL PLAIN SOUTHWEST QU4DRANT/DR. SPACES
EI.2 ELECTRICAL I -LAN NORTHWEST QUADRANT
EI.3 ELECTRICAL PLAN MEZZANINE/ EAST A/C YARDS
-LAN
L E2.0 SITE SECURITY LIGHTING I
E2.1 LIGHTING PLAN SOUTHWEST aUADRAINT/D.R. SPACES
E2.3 LIGHTING PLAN MEZZANINE/EAST A/C YARDS
E2.4 LIGHTING PLANADMIN. AREA
E2 5 LIGHT FIXTURE PLAN
PARTIAL
E
;Y LIGHT 'EXTURE PLAN SCHEDULE
E_� FIRE ALARM PLAIN
E4.1 _IGHTNNG PROIECTION PLAN
E4.2 ELECTRICAL COMPARTMENTALIZATION ROUTING
E5.1 MAINTENANCE SHED PANEL SCHEDULES
E5.2 ELECTRICAL DETAILS
E53 FIRE ALARM DETAILS
�h
E6;.1 ELECTRICAL GROUNDIWS 'A'DIAGRAM
-ij,
E(o.2 ELECTRICAL GROUNDING '5'DIAGRAM
156.3 TELECOM R15ER
E&A GENERATOR DETAILS
E&B ELECTRICAL RISER'A'DIAGRAM
EC,,6 ELECTRICAL R15ERB'DIAGRAM
E(o.1 ELECTRICAL ONE LINE A'DIAGRAM
E&B ELECTRICAL ONE LINE B'DIAGRAM SCANNED
E1.1 PANEL SCHEDULES BY
E1.2 PANEL 6CHEDULE5
E-1.3 PANEL 5CHEDULE5
ARoIw
T4AE, INC, - ARCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FIL 33L7j
STRUCTURAL AND MECHANICAL ENGINEERING
BASE 4
INTERNATIONAL, INC.
9858 GLADES ROAD. 4237
BOCA RATON, FLORIDA 33434
BASE 1.720,72BASE4
ELECTRICAL ENGINEERING
RDCE, INC.
6707 S. DIXIE HIM, #8
WEST PALM BEACH, FLORIDA 3�05
PHONE: M1 436 9198
CERT. OF AUTH.: #8800
i4A[ A'T, ALL PROF-, 1� I,A � 1,F PF �111,
ER-Bv RESERVE NOR INDIVIDUAL AND COLLECHVE
�OVI�ON LAW COPYRIGHT AND ALL OTHER PROPERTY
RGHTS IN THESP DE`;CNS, SPECIFICATIONS, PLANS ANP
IDEAS FILL DOCUMENT P NOT TO BE REPRODUCE,
MTHOU I FIR'T OB AININ� THE WRITTEN PERMISSION O�
4AE ' INC , AND THE PROFESSIONALS OF RECORD AN'
'�REPANI,", BETKLN THIS DOf-UMENT AND ACTUAL
"1 ;1111 _�N' SHALL, BE RFP0R[LD 10 T4AE, [I
P R 0 F F S S 1 0 N S A E T A L 0 F R E C 0 / D
I ROBIN ANDERSON, REGISTERED ARCHITECT -- AIR `2-59 11
THIS IS A CONFIDENTIAL DOCUMENT
[w''; :L ;, AINF LIFE :,�Luk ,
J,� 'T:_11H
DEP�CTECJ HEREIN, PERTAINS 10 A SLCITIRI
FACILITY DESIGNATED BY THE HOMELAND
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RASTRUCTIJRE" AND MAY NOF BE SHAREE
wTh AN'r PERSONS CH ENT I T ES OTHER THAN
AUTHORITIES HAVINC JURISDICTION WITHOUT
W111TIN C YS H CT THE OWNER ANY
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22'3'B SOUTH ROCK ROAD
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CONTACT: MARK OXLEY, CTO AND FOUNDER
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50CA RATONFLOIRIDA 33434
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5101 5. Dixie Hwy, 06 LUest
Palm 5sich, Florida 33405
Phone: 5rol 43ro 131138
Fax; 5(ol 4S3 1560
Cert. oF Auth.: 06500
CONSULTANTS
GENEIRAL G0NTf1R,4C;T0fR
HEIRM4N C0N5TfRUCTi0N 5ERVICE51 INC,
102131 NUJ 41 5T,
SUNRISE, FL 33351
CONTACT: TOM HERMAN
PHONE: (cJ54)B31-5523
EMAIL: TOMHERMANaHERMAN- CONSTRUCT ON.COM
FIROJECT DATA
5UILDING CODE: F5C 2014 4 FFFC 2010 4 F5C 2012 (ACCE55151LITY)
GRO55 AREA OF CONDITIONED SPACE = APPROX. 14,500 &.F,
SEE OTHER SHEETS FOR SPECIFIC AREA CALCULATIONS
MUNICIPALITY: ST. LUCIE COUNTY, FL
BUILDING CLASSIFICATION: TYPE IA
NUM5ER OF 5TORIE5: IBUILIDING = I
LEVEL OF ALTERATION: 3, SEE 514T. G-0,2 FOR EXIST. CONDITION6 NOTES
5UILDING/5PACE OCCUPANCY: INDU5TRIAL/UTILITY
USE: UTILITY
HAZARD OF CONTENTS: SEE 5HT. G-3
INTERIOR FINISH CLA551FICATION: 5 OR HIGHER
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Environmental HeaM
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�FFDS #S& -5�r-0& 15?fl & VM
Date: 7, (17
RevieI P,5,-
TO THE DfRAWING5
T-I TITLE BHEET
GENERAL INFORMATION SHEETS
G-0.1 GENERAL NOTES
G-0.2 EX15TING CONDITIONS NOTES
G-1 GENERAL REFERENCE FLOOR PLAN (PRESENTATION PLAN)
G-2 USE AND OCCUPANCY, AC�--ESSI!SILITY NOTES
G-3 EXITING AND I-IFE SAFETY
G-4-1 FIRE ZONES AND RATED 54FARA71ON6
G-42 FIRE SUPPRESSION AND EXtING1.1161-IMENT
ls-5 RAISED FLOOR SYSTEM
G-6 EQUIPMENT LAYOUT SOUTHWEST QUADRANT
G-1 EQUIPMENT LAYOUT NORTHWEST QUADRANT
G-8 EQUIPMENT LAYOUT NORTHEAST QUADRANT
G-(3 BUILDING MANAGEMENT SCHEMATIC
340.1 SUBFLOOP GUTTERS AND LEAK DETECTION
G-10.2 BUBFLOOR GUTTERS AND LEAK DETECTION
G-10.3 SUBFLOOR GUTTERS AND LEAK DETECTION
D-I DEMOLITION PLAN AND NOTES
AID OVERALL FLOOR PLAN (WITH SECTION TAGS)
ALI PARTIAL ENLARGED ARCHITECTURAL PLAN - S.W. QUADRANT
412 PARTIAL ENLARGED ARCHITECTURAL PLAN - N.W. QUADRANT
AI.3 PARTIAL ENLARGED ARCHITECTURAL PLAN - NE, QUADRANT
A.14 PARTIAL ENLARGED ARCHITECTURAL PLAN - MEZZANINE LEVEL
AI5 PARTIAL ENLAI;I ARCHITECTURAL PLAN - ADMIN. OFFICE AREA
Alfo PARTIAL ENLARGED ARCHITECTURAL PLAN - BREAK ROOM /TOILETS
,42,0 INTERIOR FIN15H PLAN AND NOTES
A2.1 INTERIOR FINISH DETAILS, NOTES, SCHEDULES, PARTITION DETAIL
A2.2 DESK DETAILS
A23 M180 INTERIORS NOTES AND DETAILS
A2.4 M18C INTERIORS NOTES AND DETAILS
A3.0 DOORS AND WINDOWS - PLAN AND NOTES
A3.1 DOORS AND WINDOLL5 - SCHEDULES AND NOTES
A40 REFLECTED CEILING PLAN - OVERALL
A4.1 REFLECTED CEILING PLAN - ENLARGED, ADMIN. OFFICE AREA
A4.2 REFLECTED CEILING PLAN - ENLARGED, TYPICAL SUITES
A50 ARCHITECTURAL ROOF PLAN
A(o,O EXTERIOR BUILDING ELEVATIONS - EAST, WEST, BALES OFFICE
Aro.1 EXTERIOR BUILDING ELEVATIONS - NORTH, SOUTH, ENLARGED
A-1-0 BUILDING SECTIONS
A-1.1 BUILDING SECTIONS
A-1.2 BUILDING SECTIONS
A13 BUILDING SECTIONS
A1.4 BUILDING SECTIONS
AIA BUILDING BECTION6
A-15 BUILDING SECTIONS
A-1.6 BUILDING SECTIONS
A'T.1 BUILDING SECTIONS
A-1.6 BUILDING SECTIONS
A80 INTERIOR ELEVATION AND NOTES
A8.1 INTERIOR ELEVATION AND DETAILS
A1�0 SERVER EQUIPMENT SUITE SECTIONS
A1B.I SECURITY OFFICE AND TOILET ROOM DETAILS
A13�2 MEZZANINE STAIR DETAILS AND NOTES
AIB3 MISC. STEP CONDITIONS DETAILS AND N07ES
A100 UNDERGROUND SHAFT DETAILS
A10,1 CONDENSER FIER DETAILS
All.0 UL DETAILS
5-100A STRUCTURAL INDEX AND NOTES
5-100B STRUCTURAL NOTES (CONT.)
5-101 SCHEDULE$
5-102 RETAINING WALL SECTIONS
5-201.1 FOUNDATION PLAN
6-2012 ADMIN, OI4NTER FOLINDATION PLAN 4 DETAILS
6-202.1 FIRST FLOOR WALL AND COLUMN PLAN
5-202.2 ADMIN. OFFICES FIRST FLOOR WALL AND COLUMN PLAN
6-203.1 FLAT CONC� ROOF FRAMING PLAN
5-203,2 ADMIR OFFICES ROOF FRAMING PLAN
5-204 ROOF 507TOM REIBAR PLAN
6-205 ROOF TOP RE15AR PLAN
6-206 ROOF AND ROOF PARAPET PLAN
5-601 GENERAL DETAILS
5-602 GENERAL DETAILS
Mool HVAC NOTES, LEGEND, A55REVIATIONS
M101 HVAC DETAILS
M201.1 OVERALL HVAC. PLAN
M201.2 PARTIAL ENLARGED HvAC PLAN
M202,1 'A' SIDE CRAc UNITS REFRIGERANT PIPING PLAN
M202,2 '5' 61DE CRAC UNITS REFRIGERANT PIPING PLAN
M2023 NON-CRAr- EQUIPMENT REFRIGERANT PIPING PLAN
M301 HvAC EQUIPMENT SCHEDULE
P001 NOTES, LEGEND, ABBREVIATIONS
P101 PLUMBING DETIAL5
1=201 WATER SUPPLY PLAN
P202 SANITARY AND VENT PLAN
P203 MECHANICAL EQUIPMENT WATER SUPPLY PLAN
P204 MECHANICAL EQUIPMENT CONDENSATE PLAN
P301 RISER DIAGRAMS - WATER SUPPLY, SANITARY AND VENT
P302 FUEL TANK IFIFING SCHEMATIC
P303 RISER DIAGRAM - MECHANICAL EQUIPMENT WATER SUPPLY
P304 RISER DIAGRAM - MECHANICAL EQUIPMENT CONDENSATE
P401 6CHEDULE$
E61 ELECTRICAL SITE PLAN
EIZ LEGEND
E1.1 ELECTRICAL PLANSOUTHWEST QUADRANT/D.R. SPACES
EI.2 ELECTRICAL PLAN NORTHWEST QUADRANT
E13 ELECTRICAL PLAN MEZZANINE/ EAST A/C YARDS
E2.0 SITE SECURITY LIGHTING PLAN
E2.1 LIGHTING PLAN SOUTHWEST QUADRANT/D.R. SPACES
E2.2 LIGHTING PLAN NORTHWEST QUADRANT
E23 LIGHTING PLAN MEZZANINE/EA6T A/C YARDS
E2.4 LIGHTING PLAN ADMIN, AREA
E2B ' LIGHT FIXTURE PLAN - PARTIAL
E2/0 LIGHT FIXTURE PLAIN / SCHEDULE
E-3.1 FIRE ALARM PLAN
E4.1 LIGHTNING PROTECTION PLAN
E4.2 ELECTRICAL COMPARTMENTAL IZAT;ON ROUTING
E5.1 MAINTENANCE 6HED PANEL SCHEDULES
E5.2 ELECTRICAL DETAILS
E53 FIRE ALARM DETAILS
E&J ELECTRICAL GROUNDING 'A' DIAGRAM
Er02 ELECTRICAL GROUNDING '5' DIAGRAM
E63 TELECOM R15ER
E6.4 GENERATOR DETAILS
EI ELECTRICAL RISER �A'DIAGRAM
E&�&, ELECTRICAL RISER '5' DIAGRAM
E&.1 ELECTRICAL ONE LINE 'A'DIAGRAM
Eb�5 ELECTRICAL ONE LINE B'DIASRAM
E-1.1 PANEI-SCHEDULE6
E-1.2 PANEL SCHEDULES
E13 PANEL SCHEDULE$
Avcm
T4AE. INC. - ARCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, RE 33317
STRUCTURAL AND MECHANICAL ENCINEERIN7
BASE 4
INTERNATIONAL, INC.
9858 GLADES ROAD, �37
SOCA RATON, FLORIDA 33434
BASE 1.720.72MSE4
ELECTRICAL ENGINEERING
RDCE, INC.
57078. DII
WEST PALM BEACH, FLORIDA 3305
PHONE: 561436 9198
CERT.OFAILTH. tZ800
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FiRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
GDITIONS SHALL BE REPORTED TO T4AE, INC�_
P R 0 F E S S 1 0 N A L 0 F R E C 0 R D
I S E A L I
I ROBIN ANDERSON, REGISTERED ARCHITECT - AD
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTLTY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY 11 WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED...
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COVEF, "DHEET
IDID-rylfff FbOlw-
SHEET NUMBER
INITIAL SUBMITTAL DATE
T-1 OF 1
4/12/17
Alm
GENEfRAL NOTES
THE TERM "CONTRACTOR" SHALL BE UNDERSTOOD TO MEAN THE 'GENERAL CONTRACTOR`
UNLE55 NOTED OTHERWISE. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL ACTIVITIES
OF PARTIE5 UNDER ITS CONTRACT.
DO NOT 5CALE DRAWING5 - NO EXCEPTIONS. CONTRACTOR SHALL CONFIRM ALL DIMEN51ON6
AND ALL OTHER CHARACTERISTICS OF ALL EXISTING CONDITIONe AND 5HALL NOTIFY THE
PROFE5510NAL(5) OF RECORD OF AN�' DISCREPANCY WITHIN THE DRAWING5. AND BETWEEN THE
DRAWING5AND ANY EX15TING FIELD CONDITION5, PRIOR TO START OF ANY DEMOLITION OR
CONSTRUCTION.
IN THE EVENT OF A D15CREPANCY IN THE DRAWINGS OR 5PECIFICA71ONS, THE M05T STRINGENT
REQUIREMENT SHALL APPLY, BUT ONLY AFTER ARCHITECT HAS PROVIDED RE5FOI To
CONTRACTORS NOTIFICATION TO THE ARCHITECT OF THE D15CREFANCY, WHICH SHALL TAKE
,05T NCRE,45E5 DUE TO
PLACE PRIOR TO COMMENCING WORK. ANY DELAYS OR C
DISCREPANCIES WHICH WERE REASONABLY DISCOVERABLE PRIoiR To 6TART OF
CON5TRUC7ION BUT WHICH WERE N07 REPORTED IN A TIMELY MANNER, 5HALL BE CONSIDERED
THE RE51=ON5151LITY OF THE CONTRACTOR.
R ANY ABBREVIATIONS,
CONTRACTOR SHALL OBTAIN CLARIFICATION FROM ARCHITECT FO
NOTES OR 5YM5CL5 ON THESE DRAWING5 THAT ARE NOT CLEARLY UNDERSTOOD.
DISCOVERY BY CONTRACTOR OF ANY CONCEALED STRUCTURAL MEMBER, OR ANY OTHER
CONDITION OR ELEMENT IMPACTING TH15 PROJECT WHICH 15 NOT DOCUMENTED IN THESE
DIRAWING5 SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY.
ALL WORK SHALL BE DONE IN A FIR5T-CLA55 WORKMANSHIP MANNER, COMPLETE AND IN
ACCORDANCE WITH THE DRAWINGSAND SPECIFICATIONS AND THE GOVEIRNING BUILDING CODE5
AND WITH A STANDARD OF CARE CON515TENT WITH PROJECTS OF SIMILAR TYPE.
PERMIT FEES, SCHEDULING OF INSPECTIONS AND COORDINATION WITH THE OWNEIR OF SAID
N5PECTIONS 15 THE 60LE IRE5PON515ILITY OF THE CONTRACTOR,41FTER COORDINATION WITH
THE OWNER15 REIFRE5ENTATIVE.
ALL NOTES AN[) DETAILS APPLY TO WORK SHOWN ON ALL IDRAWING5, WHE7FlER OR NOT
5PECIFICALLY NOTED FOR EACH LOCATION OR ON EVERY DETAIL OR PLAN�
CONTRACTOR 15 RE5PCI FOR LOCATING, PROTECTING AND COORDINATING THE HANDLING
OF WORK RELATED TO ALL UNDERGROUND UTILITIES AND ANY OTHER EXISTING CONDITIONS
WHICH MAY HAVE A POTENTIAL IMPACT ON THE PROJECT.
NO LOAD5EARING WALL5, FIRE -RATED ASSEMBLIES, OR WALL5 WHICH EXTEND TO THE
UNDERSIDE OF THE 5TRUCTURE SHALL BE REMOVED AS PART OF TILI6 PERMIT EXCEPT AS
SPECIFICALLY NOTED.
IT 15 THE RE5PON15I51LITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE BUILDING AND
COMPLETELY FAMILIARIZE HIMSELF WITH ALL EXISTING; CONDITIONS AND CORRELATE THESE
COINDITION5 WITH THE CWI TO THE SCOPE IN ORDER To PRODUCE A COMPLETE, NEAT
AND WORKMANLIKE END PRODUCT,
THE OWNER OR OWNERS REPRESENTATIVE, BY SUBMITTING CRALLOWING 5U5M177AL OF THE
DOCUMENT& FOR PERMIT, AFFIRMS THAT THE DOCUMENTS HAVE BEEN REVIEWED BY THE OWNER
IN THEIR ENTIRETY AND ARE UNDERSTOOD AND APPROVED BY THE OWNER FOR THE DESIGN
INTENT OF THE PROJECT.
THE GENERAL CONTRACTOR, BY 5U5MITTING ORALLOWING SUBMITTAL OF THE DOCUMENTS FOR
PERMIT, AFFIRMS THAT THE PERMIT DOCUMENT5 HAVE BEEN REVIEWEI�) BY THE CONTRACTOR
AND SUBCONTRACTORS IN THEIR ENTIRETY AND ARE UNIDER5ToOD,AND FURTHERAFFIRM5 THAT
THE FERT�7 DOCUMENTS MA*T' NOT REFLECT ALL REQUIREMENTS OF CONTRACT DOCUMENT5,AND
THAT IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ANY AND ALL
CONTRACT REQUIREMENT5 WITH THE OWNER'5 REPRE5ENTATIVE.
CONSTRUCTION SAFETY
SECURITY, 5AFETYAND SAFEGUARDS DURING DEMOLITION AND CON5TRJCTION SHALL BE THE
RE5PONSIBILITY OF THE GENERAL CONTRACTOR, WHO SHALL COORDINATE ALL WOW WITH THE
OWNER AND THE BUILDING OFFICIAL.
WHEN APPLICABLE, GENERAL CONTRACTOR SHALL PROVIDE APPIROVED SAFETY 15AIRRICADE5
DURING CON15TRUCTION WHICH PREVENT ENTRANCE BY THE GENERAL PUBLIC INTO AREAS OF
WOR<AND ADJACENT AREAS WHICH MAY HAVE kAZARDOU5 CONDITIONS.
ALL EX15TING LIFE SAFETY ELEMENTS, IF ANY, SHALL REMAIN IN PLACE DURING DEMOLITION
AND CONSTRUCTION To THE MAXIMUM EXTENT POSSIBLE. GENERAL CONTRACTOR SHALL
A55UME RE5PON5151LITY FOR SAFETY OF ALL PER5ON5 ON 51TE DURING THE TIME THAT LIFE
SAFETY ELEMENT5,41RE TEMPORARILY INOPERABLE DURING REPLACEMENT OR RELOCATION,
AND UNTIL SUCH TIME THAT NEW LIFE SAFETY ELEMENTS ARE IN PLACE,
MEANS AND METHODS
MEANS AND METHODS OF DEMOLITION AND CONSTRUCTION SHALL BE THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR, INCLUDING SEQUENCING OF TRADES AND WORK To BE
PERFORMED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: ALL MATERIALS, LABOR,
EQUIPMENT, TEMPORARY LIGHTING, TEMPORARY TOILET FACILITIES, DRINKING WATER FOR
WORKER5, DUST CONTROL, SHORING, BRACING, PROTECTIVE MA5<ING AN[) ALL OTHER
ELEMENTS NEEDED To PERFORM THE WORK. ANY MEANS OR METHODS STATED OR IMPLIED ON
THESE DIRAWING5 SHALL BE CON51DERED AS POTENTIAL SOLUTIONS BUT NOT SPECIFIC
RECOMMENDATIONS,
A55REVIATION5 AND 5�T�5OLS
A COMPREHENSIVE L15T OFALL F0551FLE A55REVIATION5 AND SYMBOLS USED 15 NOT
PROVIDED. CONTRACTOR 15 A55UMED TO BE FAMILIAR WITH ALL ABBREVIATIONS, SYMBOLS
AN[) DRAWING CONVENTIONS TYPICALLY USED FOR PROJECTS OF TH15 TYPE IN TH15 LOCALE.
IT 15 THE RESF'ONSIBILITY OF THE CONTRACTOR To REVIEW THIS SET OF DRAWINGS IN ITS
EN71RETY AND REQUEST CLARIFICATION OF ANYTHING SHOWN OR NOTED THAT 15 NOT CLEARLY
UNDERSTOOD, PRIOR TO SUBMITTING FOR BUILDING PERMIT AND IT 15 AL50 THE
fRESFON5151LITY OF THE CONTRACTOR To REQUIRE THAT ALL SUBCONTRACTORS UNDER HIS
CONTROL DO THE 5AME.
GENERAL DF-IOLITION NOTES
NO DEMOLITION OF 5TRUC%RAL MEMEER5 5
ALL TAKE PLACE UNLE55 SPECIFICALLY NOTED
ON THESE DRAWINGS,
NO DEMOLITION OF NON-51FRILICTURAL ELEMENTS
SHALL TA<E PLACE UNLESS SHOWN OR NOTED
ON THESE DRAWINGS OR DIRECTED BY OWNERS
REPRESENTATIVE, DURING PRE-511) 51TE
MEETING, ALL 5IDDER5 SHALL CONFIRM EXT=-NT
OF DEMOLITION WITH OWNER'5 REPRESENTATIVE.
CONTRACTOR CONFIRM DIMENSIONS OF ALL
X16TING ELEMENTS SHOWN ON TH15 DRALUING PRIOR
TO START OF DEMOLITION OR CONSTR�CTIOIN
AND NOTIFY ARCHITECT MMEDIATELY OF ANY
DISCREPANCIES.
ALL DEMOLISHED MATERIALS WHICH CANNOI
BE REUSED AND THOSE NOT NOTED ON THE
DRAWINGS TO BE RELOCATED SHALL BE RE
OVED FROI THE SITE BY THE CONTRACTOR
UNLE66 OTHERW15E INSTRUCTED BY THE OLLNE-R.
DE�IOL15HED CONCRETE SHALL BE USED FOR
FILL UNDER RESTORED BERM IF PERMITTED.
REMOVAL OF EX15TING CON5TRUCTION SHALL BE
DONE IN A CAREFUL MANNER SO AS NOT TO
DAMAGE EX15TING SURFACE& AND MATERIALS
WHICH ARE TO REMAIN. ANY DAMAGE TO THE
EXISTINri BUILDING AND FIN15HES CAUSED BY THE
CONTRACTOR'3 FORCES SHALL BE REPAIRED
AT THE CONTRACTOR�5 EXPENSE, ANY AND ALL
ITEMS OR FINISHE& WHICH ARE DAMAGE U
N EMOLITION IOR CON5TRUCTIOI WHICH
Z AND
ARE INTENDED TO REMAIN, SHALL E E REPAI
REFIN15HED TO MATCH SIMILAR AND
ADJACENT UNDAMAGED SURFACES AT NO A
rE
DEE) COST TO OWNER.
IT SHALL BE THE RE5PONSIBILITY OF HE GENERAL CONTRACTOR TO MONITOR
WEATHER CONIDITION5 AND WINE) SPEEDS ON A DAILY BAeI5,AND TO MANAGE
3LY. EXCESSIVE DUST AND FUMES
THE 51TE AND WORK PERFORMED ACCCI
SHALL NOT BE ALLOWED TO BLOW ON70 ADJACENT FROPERTIE5. ALL
,EVENT DAMAGE OR
M4TERIAL5 AND EQUIPMENT SHALL BE 5TOIRED TO PIP
D151RUFTION DUE TO INCLEMENT WEAT R.
IN THE EVENT OF AN IMPENDING TROPtIAL STORM, HURRICANE, HEAVY
LIGHTNING OR RAIN, FLOODING, kIr:;H WINDS, OF, POTENTIAL TORNADO
CONDITIONS, GENERAL CONTRACTOR 31FALL CAUSE WORK TO CEASE AND SHALL
SECURE ALL EQUIPMENT, MATERIALS 4ND ANY OTHER OBJECTS ON 51TE WHICH
ARE NOT FASTENED OR CONTAINED IN A 5ECURE MANNER. GG SHALL AL50
SECURE THE BUILDING AND PROVIDE WHATEVER MATERIALS AND LABOR 15
NEEDED TO PROVIDE WEATHEIRPROC= PROTECTION OF CONSTRUCTION IN
PLACE OF, IN PROCESS.
CT M
UNLE55 NOTED OTHERWISE, ALL REFER
BUILDING OWNER OR THE OWNERS RE�
MANAGER, AND THESE THREE TERMS
INTERCHANGEABLE FOR THE PIURP06E
OF CONSTRUCTION.
NT NOTES
',E5 TO "OWNER" SHALL MEAN THE
5ENTATIvE OR THE CON5TRUCTION
L BE CONSIDERED To BE
COMMUNICATION& AND COORDINATION
ALL OFFICIAL CO�I�IUNICA710N& AND C ORDINATION BY THE SPNERAL
CONTRACTORAND 5UBCONTRACTORS J7H THE ARCHITECT SHALL BE MADE
THROUGH THE OWNER OR THE OWNERS REFIRE5ENTATIVE, EVEN WHEN DRAWINGS
51FOW THAT N071FICA71ON OF, THE ARCHITECT OR ENGINEER le REQUIRE[),
UNLE55 APPROVED IN WRITING BY THE ARCHITECT, UNDER NO CIRCUMSTANCE
SHALL ANY DIRECT COMMUNICA71ON T4<E PLACE BETWEEN THE OWI
IREPRE.5EN7,471VE/CON57fRUC,71ON MANAGER, OR THE GENERAL CONTRACTOR, OR
ANY 6UBCONTRACTOR5, WITH THE ARCRTECTS ENGINEERING CON&ULTANT5.
UNDER No CIRCUMSTANCE SHALL ANY OF THE CONTRACTORle
5U5C:ON7RAC7CR5 COMMUNICATE DIRECTLY WITH ANYONE OTHER TH14N THE
CONTRACTOR,
ALL REQUESTS FOR INFORMATION OR
To THE ARCHITECT AND ENGINEER&,,
PROVIDED BY THE CONTRACTOR To
OWNER'& REPIRE6ENTATIVE SHALL BE
NECESSARY PARTIES OFALL DOCUt-11
ARCHITECT OR ENGINEERS. ALL 15IDI
CONSTRUCTION,AND CONTRACT ADMi
HANDLED BY THE OWNER'6 IREPIRF&E
ACTIVITIES WHICH THE OWNER'& REPIR
PERFORM.
OWNER'S REFIRE51ENTATIVE 15 RE5F`O�
CONTRACTOR TO SUBMIT, ALL OF THE
AND AUTHORITIES HAVING JUR15IDICTI(
WRITING, IN A TIMELY MANNER, OF ALL
APPROVAL5 AND REJECTION COMMEt
AUTHORITIE5.
ALL FIN15H 5ELEC71ON6. COLORS, NON
511FIECIFICATION5, AND ALL ELEMENTS
NOTED To BE APPROVED BYARCHIT
THE CONTRACTOR TO THE CI Rf
PROVIDE ALL CUT SHEETS, WARRANTIf
INFORMATION AND ANY OTHER ITEMS �
TO MAKE INFORMED DECI51ON5.
SCHEDULING OF THE WOR<AND
COORDINATE:) BY THE GENERAL
REPRESENTATIVE.
RIFICATION, AND ALL NOTIFICATION5
ALL REQUIRED 5UBMITTAL.5, SHALL BE
OWNER'5 REPRE6ENTATIvE.
E5PON5115LE FOR DISSEMINATION TO THE
T5 OR INFORMATION PROVIDED BY THE
�G, PERMITTING, DEMOLITION,
5TRATION ACTIVITIE5 SHALL BE
ATIVE, EXCEPT FOR ANY 5UGLI
ENTATIVE DIRECTS THE CONTRACTOR TO
IBLE FOR SUBMITTING, OR REQUIRING THE
EQUIRED DOCUt,�ENT5 To ALL AGENCIE5
1, AND FOR NOTIFYING THE ARCHITECT IN
:OMMENT5 RELATED TO DOCUMENT
5 PROVIDED 6Y REVIEWING
;OIDE-REQUIRED SHOP DRAWINGS AN:)
ID A5FECT5 OF THE WORK WHICH ARE
�-T OF, OWNER, SHALL BE PROVIDED BY
RE5ENTATIVE. CONTRACTOR SHALL
, SPECIFICATIONS, SAMPLES, COST
EDED TO ALLOW ARCHITECT OR OWNER
ING OF N5PECTION5 SHALL BE
�CTOR WITH THE OWI
THE ARCHITECT AND ENGINEERS AIRE NOT RlEePON55LE FOR PROVIDING
INSPECTIONS OR 055ERVATION OF THE WORK. IN THE EVENT THAT AS-5UILT
DRAWING5 OR PERM17 IREVI510N FDRAWING5 ARE REQUIRED, THE OWI
REFDRE5EINTATIVE SHALL PROVIDE, OR, REaUIRE THAT THE CONTRACTOR
PROVIDE, CLEARLY DIMENSIONED AN� NOTED DOCUMENTATION TO THE
ARCHITECT OF ALL CONDITION5 THAT ARY FROM THE PEfRMITTED DOCUMENTS.
OWNER SHALL BE RESPONSIBLE FOR FROVIDING THE SERVICES OF A `5PECIAL
IINSPECTOR/THRE51HOLID INSPECTOR" FOR eTRUCTUIRAL WORK, IF REQUIRED BY
THE AUTHORITIES HAVING JURISDICTION, AN[) THE OWI REPRESENTATIVE
SHALL COORDINATE ALL ACTIVITIES RIELATED THERETO.
LEGAL DE50RIf=TION
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4LL 1EXTEFRIOIR 5IGN,4GE 5F4,4LL 5E UNDEFIR 6EF,4F,,4TE FEFRIMIT BY'
OTHEfR5.
4LL 51r;�N,4GE, WHETH4EF;� INTERICIR OF, EXTERIOfR, 5H,4LL COMf"L`T- LU17H
5UILDING OUJNEfR REQUIfRE�IENTS 4NE) eH,4LL CO�IFLY WITH FL,4NNING
41NID ZONING FEQLLfREt-lENT6 WF4EF�E 4fF`FDLIC,45LE, SIGN,4r_-:E IN
A(7,CE55115LE FOfR71ON5 OF THE 5UILDING 61H,4LL COr_lf=LlT' W17H 41D,4
,4NZ) F5C '4CCESSISILITY�ll
�44ZARDOU5 t�IATERIALS
DETECTION, TESTING AND REMOVAL OF A55E5TC6 OR ANY OTHER HAZARDOU5
MATERIAL5 15 THE 60LE RE.5FON51BILITY OF THE CONTRACTOR, AND SHALL BE
PERFORMED IN THE MANNER REQUIRED BY THE AUTHORITIE5 HAVING JUR15DICTION. NO
HAZAIRIDOU5 MATERIALS SHALL BE U5ED OR 5TOREID ON SITE WITHOUT THE EXPRESS
WRITTEN PERMISSION OF THE OWNERAND THE AUTHORITIE5 HAVING JUR15DICTION.
CONTRACTOR 5HALL PROVIDE ALL REQUIRE[) DOCUMENT5 REGARDING ASBESTOS,
LEAD AND ALL OTHER HAZARDOU5 MATERIALS TO THE AUTHORITIES HAVING
JURISDICTION,
TERMITE F=f;;�OTECTION
CONTR,4CTOR &H,4LL fF`IROvI1)E CH�EtIICAL SOIL 7RE,4T�IENT FOf;R
5U5TEFF,,4NE,4N 1EfR�117`Ee 4T NEW 5L,455 4NE) TfRFENCH4 fPEf=AIFR6 F-OF,
NEW F=LUMSING, 4ND eF4,4LL FIROVIDE 4LL FEQUIFED rDOCUMEN7,47ION
70 15UILIDING C)7-FICI,4L/IN5FFEC7OR FIRIOR TO f=OUIRING; OF 5L,455 OFR
INIPILL OFF 7RENCH4ES. CcN7F,,4CTOF, COt%�F=ILY WITH F5C SECTION lalro.1
FOR r_:;FNEfR,4L F�FzaL�IFF�IEN`75 4ND SECTION lal(o.2 FOIR FIFING;
FENETfR,4TION fREaUIFRE�,IEN`75.
DELEC�ATEE:) DE 5 IGN/ENG [NEE RING
THE CONTRACTOR OR VENDOR SHALL PROVIDE FULLT' ENGINEERED 5HOP DRAWINGS AND
PRODUCT APPROVAI 5, 5IGNED AND 5EALED 51' A FLORIDA LICENSED ENGINEER WHERE
AFFFLICA5LE,AND SUCH OTHEIR DOCUMENTATION AS REQUIRED BY AUTHORITIES HAVINr;;
JURISDICTION, FOR THE ELE�IEN75 AND 5Y57EM5 L15TEP BELOW. THESE 5HALL BE
PROVIDED TO THE ARCHITECT FOR APPROVAL PRIOR To SUBMITTING THESE DOCUMENTS
To THE LOCAL BUILDING DEPARTMENT FOR REVIEW.
1) BEPTIC 5Y5TEM REPLACEMENT, NEW LIFT 5TATION AND DRAINFIELID
2) NEW WELL, PUMP, AND WATER FILTRATION SYSTEM
3) UNDERGROUND IDIEeEL TAN<5 AND RELATE[) EQUIPMENT
4) RAIeED FLOOR SYSTEM INCLUDING 5TFP5 ANID RAILINGS, SEE SHEET G-E�
5) METAL 5TAIR, GUARD RAIL AND RAILINGS
I METAL ROOF AND INSULATION SYSTEM, AND INTEGRAL CONCEALED GUTTER 5�15TEM
7) CEILING 5U6P)EIN51ON SYSTEM
0) FIRE-RATEE) A55EM5LIE5, DUCT DAMPER5, FENETRATION5 AND FIRE5TOPPING,
CONTRACTOR TO PROVIDE UL DETAILS OF PREFERRED METHOD OF PROTECTION FOR 14LL
ELEMENTS NOT SPECIFICALLY NOTED OR DETAILED ON THESE DRAWING5. CONTRACTOR
MAY SUBMIT ALTERNATE PROTECTION METHODS FOR APPROVAL,
13) HYPDXIC FIRE 5UFFRE55ION 5Y5TEM VENDOR TO PROVIDE COMPLETE ENGINEERED
SYSTEM, INCLUDING PROVISION OF OUTDOOR AIR
WATERPROOFING SYSTEM
THE CONTRACTOR SHALL PROVIDE AND INSTALL A FULL COVERAGE WATERPROOFING ��'5TEM ATALL
EXTERIOR LOCATIONS WITH EARTH 5AC<FLL AGAINST THEM OR COVERING THEM. CONTRACTOR SHALL
AL50 FROVIDEAND, INSTALL CAUL<ING OFALL HEADS, SLL5AND JAM135 OF EXTERIOR DOOR514ND
LOUVER5,,45 WELL AS AT CONDUIT, PIPES, SLEEVES AND ALL OTHER PENETRATIONS AT THE EXTERIOR
OF THE 5UILDING.CONTRACTCR SHALL PROVIDE A MIN. 20-YEAR WARRANTY OF MATERIAL5 AND
INSTALLATION FOR THE WATERPROOFING SYSTEM. SYSTEM TO BE AS FOLLOWS:
AT ALL NEW VERTICAL BUILDING WALL5 AND RETAINING WALL5: 7REMPROOF BRAND 250 GC
5INGLE-COMPONENT, RAPID CURNG, FLUIDAII ELA570MERIC WATERPROOFING MEMBRANE, �O MIL
THIC<NE55, WITHA TREMCO TREMDRAIN DRAINAGE MAT OVER THE CURED MEMBRANE,
AT ALL HORIZONTAL CONCRETE ROOF 5LA55, TREMPROOF BRAND 250 GC, 5 INGLE - COMPONENT,
RAPID CURING, FLX APPLIED ELA&TOMERIC WATERPROOFIN5 MEMBRANE, 120 MIL TPICKNE55, WITH A
TREMCO TREMDRAIN DRAINAGE MAT OVER THE CURED MEMBRANE.
ENERG�r CONSERVATION AND INSULATION
ALL CONSTRUCTION SHALL COMF`LY WITH F15C 2014 ENERGY CONSERVATION, INCLUDING
BUT NOT LIMITED TO ROOF REFLECTANCE, PROVISION OF WALL/CEILING/IROOF
INSULATION, DUCT AN[) PIPING INSULATION, INSULATION IN VERTICAL CH,45E5 UJHERE
APPLICABLE,
IDENTIFICATION OF INSULATION SHALL BE PER CHAPTER C303,1,1
AIR INTA<E5, EXHAUST OPENINGS, 57AIRWAYS AND SHAFTS, WHERE AFFLICA5LE, WHICH
ARE INTEGRAL TO THE BUILDING ENVELOPE, SHALL BE PROVIDED WITH DAMPER5 PER
C402.4.51AND C402B�L2
INSULATION AT EXTERIOR WALL5 SHALL BE PROVIDED AT 7HE' INSIDE FACE,
CONTINUOU5 BETWEEN ttN, 1-�/Vl FURRING CHANNELS AT 2411 O.C, MAX. WOOD PURR
ING
57RIF5 SHALL NOT BE USED.
ROOF INSULATION ABOVE ADMIN. OFFICES SHALL BE MIN, R-20 IF N5TALLED ABOVE
DEC<, AND MIN, R-30 IF IN6TALLED AT UNDER51DE OF DECK. CONTRACTOR
COORDINATE WITH ROOF 5Y57EM AND PROVIDE FRODUCT APPROVALS AND
MANUFACTUIRER'5 CUT SHEETS FOR ENTIRE ROOFING 5YSTEM INCLUDING INSULATION.
INSULATION OF CONCRETE ROOF DECKS SHALL BE PROVIDED AT UNDERSIDE OF ROOF
IDECK WHERE NOT COVERED BY 5Ef;ZM. SPECIFIC CODE REQUIREMENTS ARE NOT
PROVIDED FOR CONC. ROOF DEC<5 UNDER BERM - CONTRACTOR CONFIRM WITH
BUILDING OFFICIAL THAT NO IN5JLATION 15 REQUIRED.
COM5U5115LE MATERIALS
USE OF COM5U575LE MATERIALS 15 PROHIBITED ON TH15 PROJECT WHETHER OF, NOT
ALLOWED BY CODE, UNLE55,51FECIFICALLY CALLED FOR ON THESE DRAWINGS. ANY
WOOD SPECIFICALLY CALLED FOR OIR NEEDED FOR BLOCKING PURPOSES SHALL BE
TREATED WITH FIRE - RETARDANT MATERIALS AN[) CERTIFICATION OF TIREATt*�ENT
PROVIDED TO OWNER.
WHERE COMBU5`715LE MATERIAL5 ARE 5PECIFIED TO OCCUR IN PLENUM SPACES,
CONTRACTOR SHALL PROVIDE FIRE -RATED CHASE, FIRE WRAIFI, 5ITUMINOU5
FIREPROOFING, OR OTHER MEANS OF PROTECTION, AND SHALL F'ROVIDE WRITTEN
DOCUMENTATION TO OWNER AND ARCHITECT FOR APIPROVAL PRIOR TO CONSTRUCTION.
CASEWORK AND ANY COMBUSTIBLE MATERIALS EXPRESSLY 5PECIFIED ARE EXEMPT
FROM THIS REQUIREMENT, BUT &HALL BE CLA55 "B" OR HIGHER MATERIALS WITH HIGHEST
AVAILABLE FLAME SPREAD AND FIRE -RETARDANT PROPERTIES
UN5FECIFIED ELEMENT5, MATEIRIAL5 ANC) 5*r6TEM,5
50ME ELEMENTS, MATERIALS AND SYSTEMS ARE N07 EXPRE55LY SPECIFIED, 50 THAT THE
CONTRACTOR MAY PROVIDE OPTIONS AND RECOMMENDATIONS To THE ARCHITECT AND OWNER
BASED ON C-05T EFFICIENCY, PERFORMANCE, LEAD TIME AND OTHER SUCH CONSIDERATIONS. ALL
5UCH ITEMS AND 5Y6TEM5 SHALL BE PRESENTED 70 THE ARCHITECT IN AN EXPEDITED MANNER FOR
APPROVAL PRIOR TO 5U5MITTAL OF BID.
TH05E ITEMS AND SYSTEMS WHICH MUST BE SPECIFIED PRIOR TO ISSUANCE OF M45TER FER�17
SHALL BE NOTED OR DETAILED ON THE DOCUMENTS BEFORE FINAL 5U5MITTAL TO THE REVIEWING
AUTHORITIE5.
TH05E ITEM& OR 5Y5TEM5 FOR WHICH INDIVIDUAL TRADE 5Z-PERMIT5 ARE ISSUED, INCLUDING
TH06E WHICH REQUIRE FULLY ENGINEERED OR DETAILED SHOP DRAWINGS, SHALL BE 5U5MITTED AT
THE EARLIE5T POSSIBLE DATE FOR PERMIT REVIEW.
U5E OF LOCAL MATEIRIAL6 AND LA501;R
ALTHOUGH NOT MANDATED BY LOCAL AUTHORITIES, THE OWNER 45FIRE5 TO PROCURE MATERIALS
AN[) LABOR FROM LOCAL 5OURCE6, WHEN FEASIBLE AND C05T EFFICIENT TO DO 50, FOR THOSE
ELEMENT5AND TRADES WHICH DO NOT REQUIRE SPECIALIZED MATERIALS, KNOWLEDGE OR
EXPERIENCE UNIQUE TO THE PROJECT.
CONTRACTOR SHALL 05TAIN AT LEA57 ONE 511) FOR EACH TRADE FROM LOCAL SUBCONTRACTORS,
OR PROVIDE THE OWNER WITH DOCUMENTATION THAT NO SUITABLE LOCAL SUBCONTRACTOR IS
AVAILABLE., OR OBTAIN OWNER APPROVAL POP, USING 5PECIALIZED NON -LOCAL CONTRACTOR6.
MATERIALS USED BY A LOCAL SUBCONTRACTOR IN THE WORK OF THAT TRADE SHALL BE PROCURED
DIRECTLY BY THE 5UBCONTRACTOR IF THERE 13 No C05T SURCHARGE OR LEAD TIME DELAY5,AND
THE GENERAL CONTRACTOR SHALL NOT MARK UP THE 5U5CONTRACTOR'5 MATERIAL COSTS.
GENERAL CONTRACTOR SHALL REQUIRE 7HATALL BIDDING SUBCONTRACTORS SIGN k
CONFIDENTIALITYAGREEMENT APPROVED BY THE OWNEF,AND SHALL NOT 5EE< BIDDERS NA
MANNER THAT DI&CL05IE5 To THE GENERAL PUBLIC THE NATURE OF THE PROJECT, AND THE GENERAL
CONTRACTOR AND 5JIBCONTRACTOR5 MAY NOT DI5CLO5E THE NATURE OF THE PROJECT To
MATERIAL5 SUPPLIERS.
PRIOR TO ENTERING INTO DISCUSSIONS WITH SUBCONTRACTORS, OR RELEA51NG DOCUMENT5 TO
5UBCONTRACTOR6 FOR BIDS, CONTRACTOR SHALL PROVDIE NAME AND CORPORATE INFORMATION
OF POTENTIAL SUBCONTRACTING COMPANY,AND THE COMPANY15 RELEVANT EXPERIENCE, FOR
FRIORAPPROVAL BY THE OWNER. ANY 5UBCONTRACTORAND ITS EMPLOYEES WHO MAY BE
INVOLVED IN WORK OF A 5EN51TIVE NATURE, 3�CH 45 SECURITY SYSTEMS OR CRITICAL
INFRASTRUCTURE, MAYBE REQUIRED TO II BACKGROUND CHECK, AT THE OWNER'S EXPENSE.
51TE &ECUIRITY
THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN A SECURITY PROTOCOL, INCLUDING A 5AIDGING
SYSTEM OR 07HER MEANS OF IDENTIFYING APPROYEE) W0R<ER5, WHICH 5Y5TEM SHALL BE UNDER
THE CONTROL OF THE CONTRACTOR AT ALL TIMES, AND WHICH PROTOCOL SHALL BE APPROVED IN
ADVANCE BY THE OWNER. WCIR<ER6 SHALL BE ALLOWED ACCESS ONLY TO TH05E DRAWN55AND
AIREA5 RELATED TO THEIR WOR<
FENCEAN�) GATE IN5TALLAT ION AND/OR ]REPAIR SHALL BE PROVIDED PRIOR TOANY DEMOLITION
OR CON3TRUC710N WORK TA<ING PLACE. CONTRACTOR WILL BE RE5PON515LE FOR SECURING GATE5
5'� CHAINS AND LOCKS UNTLADvANCED SECURITY 5YSTEM&ARE INSTALLED. UNAPPROVED
WOR<ER5, DELIVERY PERSONNEL, AND ANY OTHER MEMBERS OF THE GENERAL PUBLIC WITHOUT
PRIOR APPROVAL, SHALL BE DENIED ACCE55 To THE 51TE AT THE PERIMETER SECURITY G,47E.
LAW ENFORCEMENT, EMERGENCY RE5FoNeE PERSONNEL, FIRE MARSHAL AND BUILDING DEPARTMENT
OFFICIAL5 WITH IDENTIFICATION SHALL BE FIERMITTE:) UNLIMITEDACCE55 To THE SITE.
74PL
T4AE, INC. -ARCHITECTURE& PLANNING -
AA260'1228&AR92559 (954)839-4258
1233 EAST ACRE DR., PLANTATION, FL 33317
S�RUCTJRAL AND MECHANICAL ENGINEERING
BASE 4
INTERNATIONAL, INC.
9&68 GLADES ROAD. #237
BASEBOCA RATON. FLORIDA 3�
1,720 728ASE4
..'Ioas"mm
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S, DIXE HWY, 48
PHONE: Wl � 91%
WEST PALM BEACH, FLORIDA 33405
CER7 OF AUTH:
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
WTHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
IDEAS, THIS DOCUMENT IS NOT TO BE REPRODUCED
T4AE, ING., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S Sl 0 N A L 0 F R E C 0 R D
S E A L
7
ROBIN ANDERSON, REGISTERED ARCHITECT - AR
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATON
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRMCAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOU]
WRITTEN CONSENT OF THE OWNER, A
PERSON OR ENTITY IN POSSESSION OF TH
DOCUMENT SHALL SAFEGUARD IT, AND SPA �LEL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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IFR E V I S 1 0 IN S
-
IREV #1 DATE I REVISIONS MADE
DRAWIN�, SCALE
JCB NUMBER
AS NOTED
34-84-1501
GENE
SHEET NUMBER
INITIAL SUBMITTAL DUATE
0.1
4/12/17:1
lMF='F,Q\/EMENT5 TO EX15TING NQN=CQMFL14NT CONDITICN5
NELU ADDITIONS TO THE BUILDING SHALL COMPL'T' WITH ALL APFLICABLE CODES,
MODIFICATIONS TO THE EX15TING BUILDING SHALL BIRN6i ALL SYSTEMS AND RENOVATION CONSTRUCTION INTO COMPLIANCE WITH
ALL CURRENT APPLICABLE CODES, WITH THE EXCEPTION OF THE EXISTING CONDITION$ NOTED BELOW, UJHICH ARE
STRUCTURALLY INFEAS15LE TO BRING INTO FULL CODE COMPLIANCE- ALTERATIONS ARE PROVIDED WHICH BRING THE
FOLLOWING CONDITIONS INTO COMPLIANCE TO THE 1`-�AXIMUM EXTENT POSSIBLE, AS OUTLINED BELOW AND NOTED AND DETAILED
IN THESE DRAWINGS,
CONDITIONS STRUCTURALLY INFEASIBLE 70 ADDRES&
1) THE 51-45 HEIGHT OF THE MAJORITY OF THE EXISTING BUILDING (CONSIDERED TO BE RER EL� 0'-0` FOR THESE DRAWINGS) 15
APPROXIMATELY 1-1/2" 45OVE EX1571NG GRADE AN[) FARKIIN16; LOT, AND THE SLAB AT THE EXTERIOR OF THE EXISTING MAIN
BLAST DOOR 16 LOWER, BEING APPROXIMATELY LEVEL WITH EX15TING GRADE CONDITIONS.
2) THE FLOOR SLAB OF MEZZANINE AREA 15 71-c�" ABOVE THE FLOOR SLAB BELOW, AND BELOW ROOF SLAB ABOVE, LIMITING THE
A51LITY TO RA15E FLOOR SLAB HEIGHT IN T14AT AREA
3) EXISTING BLAST :)OCR& ARE INTEGRAL TO THE OPERATION OF THE NEW FACILIT'�',AND THE CONFIGURATION OF THE EX15TING
CONSTRUCTION LIMITS THE ABILIT" TO ADDRE55 FLOOR HEIGHT CONDITIONS IN THOSE AREAS
PROPOSED RESOLUTION OF ABOVE NOTED CONDITIONS:
A) IN ORDER TO REDUCE THE POSSIBILITY OF LUATEIR INTRU61ON INTO THE BUILDING UJITHOUT RA15ING THE ENTIRE EXISTING SLAB,
OR REMOVING THE MEZZANINE, ALL NELU SLAE35 AT BUILDING OPENINGS HAVE BEEN SET AT A HEIGHT OF REF- EL- 1-(o" WHICH 15
APPROXIMATELY 1611 ABOVE EXISTING SLAB AND GRADE ELEVATIONS. NEW INTERIOR SLAE35 WITHOUT RAISED FLOORS ARE SET
AT THAT SAME HEIGHT, AND THE HEIGHT OF THE RAISED FLOOR SYSTEM 45OVE THE EX15TING SLAB WILL BE AT THAT SAME
HEIGHT,
5) TO ADDRESS FLOOR LEVEL CONDITIONS 02 AND 013 A50VF� CODE COMPLIANT STEPS AND RAILINGS AIRE PROVIDED BETWEEN
THE RECEPTION AREA AND THE BLAST DOOR ALCOVE, DOOR NO. E2, SEE DETAIL SHEET 41.5, THIS 15 NOT AN OFFICIAL MEANS
07 EGRESS, AND THIS AREA 15 NOT OPEN TO THE PUBLIC OR H/C ACCESSIBLE
C) TO ADDRESS CONDITIONS 01AND 02 45OVE AT THE 5ECURITl� CORRIDOR; TWO STEPS, A RAILING AND A LANDING LUITH A
SINGLE STEP HAVE BEEN ADDED N THE 8ESUIRITT' CORRIDOR. ALL ELEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THE
INTENT OF CODE SECTIONS SHOWN ON THE DETAIL SECTION, SHEET 41�3. AT THE DISCRETION OF THE BUILDING OFFICIAL, TH15
SHALL BE CONSIDERED AN ACCEPTABLE METHOD OF ADDRESSING EXISTING CONDITIONS AND ANTICIPATED USE. TH15 AREA 15
NOT OPEN TO THE PU5LIG AND LUILL BE ACCE56ED ONLY 5*1' TRAINED STAFF FAMILIAR WITH THE BUILDING, WHO ARE REQUIRED
TO BE 45LE-50DIED TO PERFORM THEIR J05 TAe<5.
D) TO ADDRESS FLOOR LEVEL DIFFERENTIAL AT EXISTING BLAST DOOR NO, E5, STEPS HAVE BEEN PROVIDED, LUITH COMPLIANT
TREAD AND RISER DIt-lENSION6- THE DOOR JAMB CONFIGURATION AT THAT LOCATION PREVENTS COMPLIANT LANDINGS AND
RAILING LENGTH. AT THE DleCRETION OF THE 5UiLDING OFFICIAL, THE STEPS AND PART I ALLY - COMPL ANT RAILING SHALL BE
CONSIDERED AS AN IMPROVEMENT TO SAFETY THAT 15 SUFFICIENT TO ADDRESS EXISTING CONDITIONSAND ANTICIPATED USE.
THIS STAIRWELL EXISTS IN AN UNOCCUPIED EOUIPMENT AREA, AND UJILL BE ACCE55ED ONLY BY TRAINED STAFF FAMILIAR WITH
THE BUILDING, WHO ARE REQUIRED TO BE ABLE-50DIED TO PERFORM THEIR JOB T,45<5, THE STAIRWELL AND ITS LOWER
BLAST DOOR AND UPFER BLAST HATCH ARE BEING <EFT IN PLACE FOR POTENTIAL USE AS A SAFE ROOM IN THE EVENT OF A
SECURITY BREACH OIR LOC<DOlN EMERr3ENCY. THIS STAIRWELL 15,45ANDONED FOR USE AS AN EXIT. SEE DETAILS 6HT.Ae.3
CLARIFICATION5
TO
DEMOLITION
5COFE
5HEET
D-1
DOOR 015 Al, Ell AND C;4 ARE
NEW OPENINGS
A) FOR DOORS Al AND C4, THE E30TTOM OF THE OPENING SHOULD BE 15--A50VE THE EX16TING SLAB. THE TOTAL
HEIGHT OF THESE OPENINGS SHALL BE 01-0--FLUS +/- 2--IDOCIR FRAME PLUS AN ADDITIONAL 10-?THE
ADDITIONAL la --le TO BE FILLED IN WITH RATED PARTITION IN WHICH A CAMLE TRAT' OPENING 15 PROVIDE[). THE
TOTAL HEIC;;HT OF TTIE ROUG�L OPENING SHOULD BE APPROXIMATELY
5) FOR DOOR Ell� THE BOTTOM OF THE OPENING SHOULD BE AT THE EXISTING 51-45 HEIGHT, AND THE TOP OF THE
OPENING SHOULD BE AT 1'-2--- THE UNDERSIDE OF THE CONCRETE DEC< ABOVE TH16 DOOIR 15 AT APPROX.
-l'-'-3--,45OVE THE EX15TING 5LA5 AT TH16 LOCATION.
EXISTING DOOR6
A) ALL OF THE F=Xl5TlNr;; DOORS IDENTIFIED 5T' NOTE 2 ON SHEET [)-I CUfRRENTLT' HAVE TLEIR: THRESHOLD AT
EXISTING SLAB HEIGHT± NO CUTTING AT THE BOTTOM OF: THE OPENINGS 15 NEEDED. THE GOAL 15 TO RAISE THE
IDOOIRe TO ACCOMMODATE THE NEW FLOOR HEIGHT CREATED BY THE NEW RAISED FLOOR SYSTEM ABOVE THE
EXISTING SLAB. FOR TH15 IRE,450N,41-L OF THE DOORS IDENTIFIED BY NOTE 2 REaUIRE A MINIMUM OF
10—IREMOVEID ABOVE THE EXISTING HEAD HEIGHT, EXISTING DOORS Pa, ES 14ND FIO REQUIRE 14N ADDITIONAL
24--OF HEIGHT TO BE REMOVED, WHICH WILL 5E FILLED IN WITIL PARTITION CONSTRUCTION IN WHIC-H A CABLE
FAS8-THRU OPENING 15 PROVIDEEZ-)
5) DEMOLITION CONTRACTOR SHALL PROVIDE A LINE --Er'�/5CHEDULE OF VALUES At-IOUNT FOR FEACL� POTENTIAL
ADDITIONAL NEW OPENING, NOT CURRENTLY IDENTIFIED ON THE DRAWINGS, OF APPROX. l(o--X III)UGH
EXISTING 12—THIC< WALLS, FOR CABLE INSTALLATION. FINAL CABLE TRAY LAYOUT LUILL NOT BE AVAILABLE AT
TIME OF DEMO BID SUBMITTAL.
TfRANSFER� GRILL 4 ACCESS PANEL OPENING - SHEET Ae.2
DEMO CONTRACTOR SHALL PRICE TH15 OPENING AT 2,4--X 24—GENERAL CONTRACTOR NOTE THAT THE REQUIREID
LOUVER SIZE 15 10-XIO—SUT THE OPENING MUST BE LARGE ENOUGH FOR A �-IAINTENANCE FER50N TO PA56 THROUGH
TO THE SPACE UNDER THE STAIR. A iLINGEE-) 24--LOUVER/ GRILLE WOULD BE ACCEPTABLE IN TH15 OPENING. F
SUCH A GRILL/LOUVER 18 NOT AVAILAISLE IN A STOIC< SIZE OF 24--X 24-,-THE OPENING SIZE SHALL BE INCREASED
TO ACCOMt-IODATE A &TOG< SIZE, AND THE DEMO CONTRACTOR'S 511D SHALL BE NGRE,45ED, AGCORDINC:;LY�
CONTRACTOIR CONFIRM REMOVAL OF IRA[6ED GONG. FLOOIR PADS IN EXISTING BUILDING FIRIOR To SUBMITTING
DEMO 51D,
EASM
ALL IREQUE5T5 FOR SUBSTITUTIONS MUST BE t-�ADE IN WRITING SEVEN (1) BUSINESS DAYS PRIOR, TO BID DUE DATE,
ANY FLEt-IENTS FOR WHICH PRICRAPPROVAL HA5 NOT BEEN OBTAINED 51HALL BE ASSUMED 5-T' THE OWNER TO
PAVE BEEN 51D AS SHOLUN, SPECIFIED OR NOTED.
TILE CONTRACTOR MAY NOT PROVIDE IN H15 BID ANY ALLOWANCES FORANY LABOR OR MATERIALS WITHOUT
WRITTEN CONSENT OF THE ARCHITECT, EXCEPT WHERE SPECIFICALLY F,=aUE5TED TO DO SO. THE CLUNER 5HALL
CONSIDER ALL Ar-IOUNT6 SHOLUN IN THE CONTRACTOR16 511) TO BE BASED ON ACTUAL aUOTEe BIT,
SUBCONTRACTORS, VENDORS OR SUPPLIERS, AND NO ADJUSTMENTS WILL BE MADE AFTER BID SUBMITTAL WHICIL
ARE NOT IN THE CLUNEIR15 FAVOR.
/7rcw-
T4AE, INC,, ARCHITECTURE& PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENCINEERIN7
st BASE 4
1w* INTERNATIONAL, INC.
9858 GLADES ROAD, #237
BOCA RATON, FLORIDA 33434
BASE 1.720.72BASE4
..bas�.wm
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXJE HWY, #8
WEST PALM BEACH, FLORIDA 33405
PHONE: 561436 9198
CERT. OFAUTH.: #8800
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S SI 0 N A L 0 F R E C 0 R D
S F A L f
ROBIN ANDERSON, REGISTERED ARCHITECT — AR
H THIS IS A CONFIDENTIAL DOCUMENT Ill
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER, ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
ESTROY IT WHEN IT IS NO LONGER IN USE FOR
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R E V I S 1 0 N S
IIREV #1 DATE I REVISIONS MADE 11
DRAWING SCALE
JOB NUMBER
AS NOTED
34-84-1501
A
EX15TING NON-Cl IANT
401E�'
CONDITION _T=(-
o 0441
c ; Q
SHEET NUMBER
INITIAL SUBMITTAL DATE
Cs-0.2
4/12/17
�A
AC YARD
"N'WEST :5
22
0
BATTERY
ROOM W'SIDE
I W EXTERIOR
ALCOVE
0
POWER
ROOM"A"
0 GENERATOR
ROOM
d I [�, "k I
POWER ROOM"B"
EQUIP. RM. I
EQUIP. RNI. 2 EQUIP RM 3
I.T, EQUIP.
MM
EQUIP. RM. 4
BATTERY ROOM'B" ACYARD
TRANSFORMER --- I ---
'B" NORTH
ROD ALCOVE
LT QUIP,
T E7
MMIRA L
FORD,
CR-13-1
HYPDXIC I
IBM.
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ALCOVE
EQUIP, RM. 5
EQUIP. RM. 6
DISASTER RECOVERY MAIN COCRIDOR
FLO
OR OFF-3 OR OFF 51 DR,,-,FF ] DF OFF 91 5R,0P 11
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A CFF4 DROFF-6
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EQUIP. LET Rkl. 2 M
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BREAK ROOM CORRIDOR,
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GENERATOR
ACCESS "B"
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AC YARD
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BELOW
IT03 MONITORING 45
BL—ow OPEEN TO STATIONS D.R. OFFICES
4L
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LOW
hBVOW
HAFS MONI�QR'S OFFICE
ROOM POP"B"
BELO
BELOW
BLAST DOOR ALCOVE
B—ELOAF----
r-::;ENEF-.,AL FREFEFRENC
�IEZZANINE ELAN-
5C,,4LE: 3/3211 = 1'-0"
EENEF�AL NOTE&
THI& FLAN FROVIDED FOR riENEIRAL REFERENCE AND ORIENTATION f=URFO5E5 ONL'T'
AN[) MA'T' NOT REFLECT REV16IONS MADE AFTER INITIAL E30 ANID FERM7 SUE3MITTAL-
TH16 5HEET WILL SE REV15ED ONLT' IF 5IrzNIFICANT CH,4Nr:IF=5 TO THE FLOOR FLAN
LA'�'OLJT ARE �IADE..
5EE OTHER E)RAWING6 FOR 6ECTION CUT5, Z)ltIENSIONS, EQUIF'MENT, FURNITL�RE 4NZ) ALL
OTHER INFORMATION -
/70im
T4AE, INC, - ARCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
SERUCTURAL AND MECHANICAL ENGINEERING
Of BASE 4
INTERNATIONAL, INC.
9&% GLADES ROAD, #237
BOCA RATON, FLORIDA 324�
BASE 1 720 728ASE4
..,bw�Lcom
ELECTRIICA ENGINEERING
RDCE, INC.
5707 S DIXIE HVY, #8
WEST PALM BEACH, FLORIDA 3�05
PHONE 561 4W9198
CERT.OFAUTH. 48800
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S S 1 0 N A IT 0 F R E 0 P D
S E A L
ROBIN ANDERSON, REGISTERED ARCHITECT - AIR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURJTY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. AN
PERSON OR ENTITY IN POSSESSION OF TH S
DOCUMENT SHALL SAFEGUARD IT, AND SH� �LL
DESTROY IT WHEN IT IS NO LONGER IN LSE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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II R E V I S 1 0 N S i
IREV #1 DATE I REVISIONS MADE I
DRAVING SCALE
T JOB NUMBER
AS NOTED
34-84-1501
0,1
GENER FRENGE
F Z � e6JW,>oj, 4 N
SHEET NUMBER
INITIAL SUBMITTAL DATE
- 1
4/12/17
i
AC YARD
W WEST
n =
U)l
"A" SIDE
EXTERIOR
ALCOVE
AC YARD
'-K'EASI
NSO WE
'k
- SEE OTHER 5HEET5 FOR
EXTENTS AND LOCATION - 5AMP:
45 AREA$ 5HOWN BELOW
MEZZANINE UJITH THIS HATCH
PATTERN, NOT OPEN TO PUBLIC,
NOT ACCE5515LE
U5E AND QGCUFANG��_
5CALE: +/-3/32"=11-011
TDOORAIR
PLENUM
AREAS WITH THIS HATC-1 - 12,5013 SF_ + (o2a S.F. MEZZANINE= 13,211 5.F_ THESE AREAS ARE FULLY SECURED AND NOT
OPEN TO THE GENERAI. PUBLIC. ACCE55 BY PER60NNEL le LIMITED TO MAINTENANCE, SECURITY AND MONITORING
FUNCTIONS. A 2-HOUR �EFARATION 15 FROVIDED BETWEEN HYPDXIC: ZONE AND "OCCUPIA5LE" AREAS - SEE
MECHANICAL DRALUING 3. WITH THE EXCEPTION OF THE INCIDENTAL AREAS NOTED BELOW, UNOCCUPIED PORTIONS
OF TH15 AREA ARE A F EDUCED -OXYGEN ENVIRONMENT WHICH 15 NOT CCCUFIA5LE WITHOUT SPECIAL EQUIPMENT
EXCEPT FOR OCCASIO�AL SHORT-TERM EXPOSURE - SEE VENDOR-5UPPLIED SHOP DRAWINGS. SEE 5L4EET G-4
FOR FIRE -RATED 5EP� RATIONS
AT CLUNER'5 REOUE5T, �DDITIONAL NON -CODE -REQUIRED SEPARATION 15 F'ROYIDED BETWEEN AREAS OF
POTENTIAL SERVICE D15RUPTION IN THE EVENT OF A FIRE EMERGENCY.
INCIDENTAL $FACES INI TH15 HATCHED AREA ARE NOT SERVED BY THE HYPDXIC, 5YeTEM = THE SECURITY OFFICE,
THE MONITORING AREAl AT MEZZANINE LEVEL, AND THE 5T41RWELL AND CORRIDORS SERVING THOSE SPACES. ALL
OF THE INCIDENTAL FROM HYPDXIC ZONE BY A 2-HOUR SEPARATION.
PER F5C DEFINITION 5�CTION 202, THIS TOTAL EQUIPII SPACE DOES NOT FULLY MEET F5C DEFINITION OF
"OCCUPIABLE' AS IT HqUSES ONLY ELECTRICAL AND MECHANICAL EQUIPMENT REQUIRING NO MANUAL OFERATION,
EXCEPT FOR INCIDENTAL SPACES-
"B" SIDE
EMIR&
ALC0\iE
1 SFORIVER
R - ___
7-
ROOMS, BREAK IROOM
An
ZL 6HOW EQUIPMENT ON PLAN
GENER,4L DATA:
TOTAL BUILDING AREA = 12136 +1388 +13211 = 15,'301 5.F. INCLUDING ROOFED NON -CONDITIONED GENERATOR ROOM 6FACE6 OPEN
TO THE EXTERIOF�
TYPE 1A CON5TRUCTION UJITH FIRE -RATED 5EPARATIONS AND COMPARMENTAL IZAT ION EXCEEDING CODE REQUIREMENT5
OCCUPANCY PER FBG = B' z 5USINES5
OCCUPANT LOAD
FAI
SEE FLANAT RIGHT FOR 5REAKDO(IN OF OCCUPANT LOAD IN DIFFERENT AREA6
T LOAD AS SHOWN =21 + 23 = 50 OCCUPANTS, EGRE55 UJIDTH PROVIDED FOR 1,020 OCCUPANTS
SEE 5FECIFIC NOTES FOR EACH AREA. 5HARED WALL5AN:)
THE OUTSIDE FACE OF ALL OTHEIR LUALL5, BASED ON T'f'FICAL 01' WALL THICKNESS. INTERIOR WALL5 WHERE Or -CUR ARE
INCLUDED IN AREA CALCULATIONS.
AREA FOR TH15 CORRIDOR 1.5 INCLUDED IN EQUIPMENT AREA
CALCULATION. IT MAY BE USED BY OCCUPANTS OF [),I, OFFICES
AS A SECOND EXIT, ONLY IN THE EVENT OF A FIRE. IT HAS A
2-HR� FIRE SEPARATION AT ALL WALL5 AND 16 ACCESSIBLE-
ARE45 LUITH THIS HATCH = 1��(o 5F. - EMERGENCY
EQUIPMENT CONTROL AND MONITORING OFFICES -
FULLY SECURED ZONE, FOR SHORT TERM U5E ONLY,
EXCEPT DURING DECLARED EMERGENCY, BY PERSONS
FAMILIAR WITH THE BUILDING, SPACES ARE
ADA-COMPLIANT EXCEPT AS NOTED UNDER
ACCE65151LITY NOTE&.' FULL OCCUPANCY OF THESE
6FACE5 WOULD OCCUR ONLY IN THE EVENT OF A
D15A5TER RECOVERY EVENT OR DECLARED
EMERGENCY. A 2-HR. FIRE -RATED SEPARATION 15
PROVIDED BETWEEN TH15 HATCHED AREA AND MAIN
DATA CENTER CRITICAL ELECTRICAL/MECHANICAL
EQUIPMENT ROOMS.
OCCUPANT LOAD FOR THISAREA IS BASED ON
5U&INE65 USE LOAD FACTOR m 1/100 = 13 OCCUPANTS
- ADMIN. OFFICE,
5USINE65 USE, OPEN TO THE PUBLIC,
IKIANT EXCEPT AS NOTED IN 'ACCE55151
PANT LOAD FOR TH15 AREA - 1/100 (5U5NE55
= 14 OCCUPANT6.
A DELETED INCORRECT OR
IRRELEVANT CODE
5ECTION5
NOTE5
ALL JJOR< IN THESE 6kADED AREAS, EXCEPT A5 NOTED, SHALL COMPLY WITH F5C_ 2014 ACCE55151LITY CHAPTER AND ALL AIDA
REQUIREMENTS WHETHER OR NOT SPECIFICALLY NOTED ON THESE DRAWING5.
OWNER SHALL MAINTAIN ALL EXITS, EXIT ACCE55E5 AND CLEARANCES SHOWN ON ALL 5HEETS OF THESE PLANS FREE OF
055TRUCTICN�
ALL EXIT DOOR5 AND DOOR5 TO ACCE5615LE AREAS SHALL HAVE MIN. 3211 CLEAR AND COMPLY WITH ALL HARDWARE AND
OPENING FORCE REQUIREMENTS- DOOR THRESHOLD5AND FINISHED FLOOR HEIGHT DIFFERENTIAL SHALL NOT EXCEED 1/2" AT ANY
LOCATION.
LOCKED BREAK ROOM 16 FOR USE ONLY BY 5UILDING STAFF AND SECURITY PERSONNEL, WHO ARE REQUIRED TO BE
,45LE-BODIED DUE TO THE NATURE OF THE WORK, IT 15 NOT OPEN TO THE PUBLIC AND NOT ACCE6515LE. A6515TED USE TO
D15,45LED PERSONS BY STAFF 15 AVAILABLE IF NEEDED IN AN EMERGENCY.
TOILET ROOMS ARE FULLY ACCE55IBLE, WITH THE EXCEPTION THAT ONLY ONE OF THE SHOWERS 15 ACCE551BLE. 5HOWER5 ARE
FOR USE ONLY BY BUILDING STAFF AND SECURITY PER50NNEL, AND NOT FOR USE BY THE GENERAL PUBLIC: OR OTHER OCCUPANTS
OF THE BUILDING. THE ACCE6615LE SHOWER 16 PROVIDED FOR USE BY EITHER GENDER IN THE EVENT THATA DISABLED PERSON
18 PRESENT AND CONFINED TO THE BUILDING DURING AN EMERGENCY. SEE 8HT. Al.(o AND DETAIL SHEETS FOfR ADDITIONAL TOILET
ROOM AND BREAK ROOM INFORMATION
)Wcw
T4AE, INC, - ARCHITECTURE 1, PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEER17
BASE 4
INTERNATIONAL, INC.
9858 GLADES ROAD, 4237
BOCA RATON, FLORIDA 33434
BASE 1.720 72BASE4
..IoaseAmm
ELECTRICA ENGINEERING
RDCE, INC,
5707 S. DIXIE HWY, #8
WEST PALM BEACH, FLORIDA 3M5
PHONE 581436 9198
CERT. OF AUTH: #88�
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS, THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S S 1 0 IN A F 0 F R E C 0
S E A L
W
I ROBIN ANDERSON, REGISTERED ARCHITECT —
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS 'CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT iS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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REV #
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1
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BLDG DEPT CMMTS
I
I
DRAWING SCALE
JOB NUMBER
AS NOTED
34-84-1501
USE AND 0CSUF`ANC'T-
C:LA56IFIC,ATI
ACCE5518 W�(ool
�IL TES
0 1� noNj
SHEET NUMBER
T
V7A�SUBMITTAL DATE
G � 2
4/12/17
II
"A"WEST AC YARD
"Am EAST
0,
Lu
C.9
T RANSFORMER
,,A:,
"A"SIDE
EXTERIOR
ALCOVE
AREAS UJITH TPIS HATCH - 12,5a3 S.F. + 628 S.F. MEZZANINE= 13,211 5F. THESE AREAS ARE FULLY 6ECURED AND NOT
OPEN TO THE GENURAL PUBLIC. ACCESS BY PERSONNEL 15 LIMITED TO MAINTENANCE, SECURITY AND MONITORING
FUNCTIONS. A 2-HOUR SEPARATION 15 PROVIDED BETWEEN HYFOXIC ZONE AND "Or-CUPIABLEI AREAS - SEE
MECHANICAL DRAUJING6. WITH THE EXCEPTION OF THE INCIDENTAL AREAS NOTED BELOW, UNOCCUPIED PORTIONS
OF TH15 AREA ARE A REDUCE[) -OXYGEN ENVIRONMENT WHICH 15 NOT C)CCUPIABLE WITHOUT 5FEcIAL EQUIPMENT
EXCEPT FOR acc,45IONAL 5HORT-TERM EXPOSURE - SEE VENIDOR- 5UPPL I ED SHOP DRAWINGS. SEE SHEET G-4
FOR FIRE -RATED SEPARATIONS
AT OWNER'5 REQUEST, ADDITIONAL NON-CODE-REaUIRED SEPARATION 15 PROVIDED BETWEEN AREAS OF
POTENTIAL 5ERVCIE D15RUPTHON IN THE EVENT OF A FIRE EMERGENCY.
INCIDENTAL 5PAC45 IN THIS HATCHED AREA ARE NOT SERVED BY THE kYPDXIC SYSTEM = THE SECURITY OFFICE,
THE MONITORING A"A AT MEZZANINE LEVEL,AND THE STAIRWELL AND CORRIDORS SERVING TH05E SPACES. ALL
OF THE INCIDENTA4 SPACES ARE 5EPARATED FROM HYPDXIC ZONE BY A 2-HOUR SEPARATION,
PER FBC DEFNJIO� SECTION 202, THIS TOTAL EQUIPMENT SPACE DOES NOT MEET FBC DEFINITION OF
"OCCUFIABLE" AS IF HOUSES ONLY ELECTRICAL AND MECHANICAL EQL�PMENT REQUIRING NO MANUAL OPERATION,
EXCEPT FOR NCIDIIENTAL SFACE5-
"B"SIDE
CXTERi6lR
ALCOVE
TRANSFORMER
GENERAL JDATA:
TOTAL EUILDINGAREA = 12�& + 1308 +13211 m 15,'301 5F. INCLUDING ROOFED NON -CONDITIONED GENERATOR ROOM SPACES OPEN
TO THE EXTERIOR.
TYPE IA CONeTRUCTION WITH `IRE -RATED SEPARATIONS AND COMPARMENTAL I ZAT ION EXCEEDING CODE REQUIREMENTS
DUILDING OCCUPANCY
OCCUPANCY EER F5C CH_ 3 SEC71ON 306.4 - F-3 SPECIAL PURPOSE FACTORY/INDES71RIAL USE, CHARACTERIZED BY
VELY LOW IDEN51TY OF EMPLOYEE POPULATION WITH MUCH OF THE SPACE OCCUPIED BY MACHINERY AND EQUIPMENT.
OCCUPANCY PER FFFC CH. 40.1.4.1.2(2) - SPECIAL PURPOSE NDUSTRIAL,,�IMILARLY DESCRIBED AS F5C
OCCUPANT LOAD
OCCUPANT LOAD PER F5C 1004.1 EXCEPTION (1), THE OCCUPANT LOAD 15 TO BE DETERMINED BY %ILDING OFFICIAL/FIRE
HAL BASED ON MAXIMUM PROBABLE NUMBER OF OCCUPANTS 545ED ON THE CONDITIONS
OCCUPANT LOAD PER FFFC CH. 40.1.1 - DETERMINED BY AHJ AS MAX, PROBABLE OCCUPANTS, OR, PER TABLE '1312, WHICH LISTS
LOAD FACTOR AS N/Al' FOR SPECIAL PURPOSE CATEGORY
OCCUPANT LOAD AS SHOWN = 5 +13 +14 m 32 OCCUPANTS, EGREe5 WIDTH PROVIDED FOR 1,020 OCCUPANTS
SEE 6FECIFIC NOTES FOR EACH AREA. GRO55 FLOOR AREA CALCULATIONS ARE TAKEN TO CENTERLINE OF SHARED LUALL& AND
THE OUT51DE FACE OF ALL OTHER WALLS, BASED ON TYPICAL 011 WALL THICKNESS. INTERIOR WALLS WHERE OCCUR ARE
INCLUDED IN AREA CALCULATIONS.
AREA FOR THIS CORFIDOR 15 INCLUDED IN EQUIPMENT AREA
CALCULATION. IT WILL BE UeED BY OCCUPANTS OF DR. OFFICES
AS A 8ECOND EXIT, ONLY IN THE EVENT OF A FIRE. IT HA6 A
2-HR. FIRE SEPARATION AT ALL WALLS AND 16 ACCEeell5l-E.
AREAS WITH THIS HATCH = 06 5F, - EMERGENCY
EQUIPMENT CONTROLAND MONITORING OFFICES -
FULLY SECURED ZONE, FOR SHORT TERM USE ONLY,
EXCEPT DURING DECLARED EMERGENCY, BY PER60NS
FAMILIAR WITH THE BUILDING. SPACE5ARE
ADA-COMPLIANT EXCEPT AS NOTED UNDER
ACCE55151LITY NOTE5," FULL OCCUPANCY OF THESE
SPACES WOULD OCCUR ONLY IN THE EVENT OF A
DSA5TER RECOVERY EVENT OR DECLARED
EMERGENCY. A 2-HR. FRE-RATED SEPARATION 16
PROVIDED BETWEEN TH15 HATCHED AREAAND MAIN
DATA CENTER CRITICAL ELECTRICAL/MECHANCAL
EQUIPMENT ROOMS.
OCCUPANT LOAD FOR THIS AREA 16 BASED ON
5U5INE55 E15E LOAD FACTOR = 1/100 m 13 OCCUPANTS
3ER PPFC 0114,13, TH16 AREA MAY BE CONSIDERED
ANCILLAIRY" AS IT DOES NOT COMPRISE MORE THAN
?5 PERCENT OF THE PRINCIPAL OCCUPANCY OF
�PECIAL USE INDU6TRIAL,AND DOES NOT HAVE HIGH
IAZARD CONTENTS,. 3aa1I(o,aO,4 = 0%
OCCUPANT LOAD FOR THIS AREA = 1/100 (BUSINESS
U5E AND OCCUFANC"r- PE) = 14 OCCUPANTS.
5GALE: +/-3/32`=I'-0"
AGCE6615IL7�� NOTE6
ALL WORK IN THESE 5PADED AREAS, EXCEPT AS NOTED, SHALL COMPLY WITH FEC 2014ACCE55151LITY CHAPTER AND ALL ADA
REQUIREMENTS WHETHER OR NOTSFECIFICALLY NOTED ON THESE DRAWING6.
OWNER SHALL MAINTAIN ALL EXITS, EXIT ACCESSES AND CLEARANCES SHOWN ONALL SHEETS OF THESE PLANS FREE O�
055TRUCTION.
ALL EXIT DOORS AND :)OCR$ TO ACCE5515LE AREAS SHALL HAVE MIN. 32" CLEAR AN[) COMPLY WITH ALL HARDLUARE AND
OPENING FORCE REQUIREMENTS. DOOR THRESHOLDS AND FINISHED FLOOR HEIGHT DIFFE"ZENTIAL SHALL NOT EXCEED 1/2" AT ANY
LOCATION.
LOOKED BREAK ROOM 15 FOR USE ONLY BY BUILDING STAFF AND SECURITY PERSONNEL, WHO ARE REQUIRED TO BE:
ABLE-BODIED DUE TO THE NATURE OF THE WORK. IT 16 NOT OPEN TO THE PUBLIC AND NOT ACCESSIBLE. A6615TED USE To
D 5ABLED PERSONS BY STAFF 16 AVAILABLE IF NEEDED IN AN EMERGENCY.
TOILET ROOMS ARE FULLY ACCE5,51BLE, WITH THE EXCEPTION THAT ONLY ONE OF THE SHOWERS 15 ACCESSIBLE. SHOWERS ARE
FOR USE ONLY BY BUILDING STAFF AND SECURITY PERSONNEL, AND NOT FOR USE BY THE GENERAL PUBLIC OR OTHER OCCUPANTS
OF THE BUILDING. THE ACCE6,51BLE SHOWER 16 PROVIDED FOR USE BY EITHER GENDER IN THE EVENT THAT A D1645LED PER50N
15 PRESENT AND CONFINED TO THE BUILDING DIEIRING AN EMERGENCY. SEE 5HT. Alb AND DETAIL SHEETS FOR ADDITIONAL TOILET
ROOM AND BREAK ROOM INFORMATION
7
/4PL
T4AE, INC. - ARCH ITECTU RE & PLAN N ING
1AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLA
SIRIJCTURA� AND MECHANICAL ENGINEER77G
Of BASE 4
INTERNATIONAL, INC.
9858 GLADES ROAD, #237
BOCA RATON, FLORIDA
1.720728ASE4
BASE �.bas".com
ELECTRICAL ENGINEERING
RDCE, INC.
6707 S OIYJE HWY. #8
MST PALM BEACH, FLORIDA &1405
PHONE Wl 43691%
CERT OFAUTH.: #8800
TOE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F E S A 10 N A L 0 F R E C 0 R D
S E A L III
v__
ROBIN ANDERSON, REGISTERED ARCHITECT — AR 92559
11 THIS IS A CONFIDENTIAL DOCUMENT 11
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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U6E AND 0CC;Uf=ANGT-
C:LA551FIC:ATION,
AC,C,E55151LITY NOTE5
'46ID- 66p) ft, 15c-v
SHEET NUMBER
INITIAL SUBMITTAL D�ATE
G-2
4/12/17
AC YARD
"A"WEST
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AC YARD
"A"EAST
EXIT 0"
REO'D WIDT�4 = 32'
FROVIDIEZ:) = (051,
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AL OF 21" ADDED TO HCRIZ� DMEN51ON TO ACCOUNT
� 5LOFE TRAVEL ALONG N05INGe OF 6TEF&
TH15 COMMON
PATH OF TRAVEL PORTION OF TRAVEL
D15TANCE FRCM
REMOTE PORTION OF MEZZANINE TO
P05ITION OF %0
EXIT OPTION5 = 4�'-V, TO BE ADDED
TO a0'GROUNID
LEVEL FOR TOTAL TRAVEL D15TANCE OF
130 FEET. THE
MAX. PROBABLE NUMBER OF OCCUPANT5
FOR Tk� AREA
15 3, ALL OF WHOM MU5T BE
ABLE-50DIEC
PER50NNEL FULLY FAMILIAR UJITH THE
5ULDING,ANr,
WHO ARE PERFORMING CONTINUOU5
MONITORING 0:
ALL AREA5 OF TI-IE BUILDING FROM TH15
LOCATION, ING-JI)ING
V15U4L MONITORING 5Y 5ECLRIT"r
GAMERA5 ANC
ELECTRONIC MONITORING OF 5EN5OR5
FOR 5MOKE, HEAT
AND AIR QUALITY. TH15 5PACE
(GROUND LEV
L AND MEZZANINE) 15 A 2 -HR. RATED
D EXIT5 THROUGH AN AREA UJITH A FULL
5UFDPRE55ION 6Y5TEM,
t� *1 E Z Z A N I N f -z -
L FE SAFET��
SCALE: +/-3/32" = 11-011
TMSFORMER AC YARD
"B"NORTH
T_-
GENERATOR
ROOM "Bo SIDE GENERATOR
EXTERIOR ACCESS V
KWONE
ED:
: : : : : :: 1� - _r --I , E
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COMR ROOM
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82
D. R. ACCESS WALK
AC YARD
"Er SOUTH
14 'JR
EX17 "B"
fRr=Q'D 1.110TI-4 32"
FROVII)ED = 65'
EXIT ACCE55 [)OOfRS I
t-11N. 3211 CLE,4F,, SWING IN
IDIF,ECTION OF TR,4VEL__
DOOR REQUIRED BY OWNER 5UT NOT BY CODE
EXIT "all
RE(ZE) UJIZ)T�L z 32"
FROVIC)EC) m &v
z14
EXITIN6p
GENERAL LIFE 6Af=ETY/EXl5TlNG NOTE6
SEE SHEET C:;-2 FOR USE AND OCCL�P`ANCY CLA5eIFICATION, AS WELL AS NOTES RIEGARDING
OC,C,L�P`ANT LOAD.
TOTAL OCCUF,4NT LOAD = 32 f=EfReON&
SEE SHEET G-4 POR F-IRE-R4TED ENCI_Oel.�FEe AND FIF�F_ eUfPFREeeION eY57`E�l NOTES
NUr-15ER OF t-lEAN6 OF ECzSESS
��EO'D FER OCCL�F`AN7 LOAD = 2, P`I_L�S ONE TO �IEET TRAVEL DI&7ANcE RE(21.11REMENT = 3
f'ROVIDED = 3
CAPACITY (WIDTH) OF MEAN5 OF EGRE55
STAIR FROM MEZZANINE/6TEf=S
F`F;,:'OVIDED = �11N. 34" / 0.3 = CAN SERVE 113 OCCUfPAN7e = F:FOVIF-)ED UJID7H IS O<
CORRIDORS AND EXIT DOOR&
ALL ARF= tIIN, 32" C;LEAR
t11N� 32" / 0.2 = CAN SERVE AT LEAST leO OCCL�FANT5 = f=lROvIr:)ED WIDTH 15 C<
NOTE THAT EX15TIN<:� DOOR AT eECL�RITY OFFICF- 15 ONLY 30" CLEAR, TH15 ROO�l WILL, H14VE
ONL'T' ONE OC_CUfPANT WHO 15 RfEaUIRIED 5"r' THE F051TION TO 5E 45LE-50DIED AND FULLY
PA�-IILIAR WITH THE 5U�LD�NG AND ITS EXITS�
TRAVEL D 15TANGE
t-IAXI��I`-1 TfRAVEL lDI5TANCE ALLOWED POR L�NeFRIN<LIED efPECIAL P`L�RP`05E N7_)U5TRlAL USE 15
300 FT,
P`RCVIDiED F:OR MEZZANINFE = 132 F-T.
f=RCVIDED FOR FU5LIC AREAS (OFFICE,& -NO PIRE 5L�P`FRE55[ON) WOR5T C,45E = 02 PT�
FROVIDED FOR EaUIf=, AREAS WITH kYFOXIC 5L�f=PRE5,51ON eYeTE�-1 UJORI&T C;,45E = 153 FT.
COMMON PATH OF TRAVEL
FOR MFEZZANINE LEVEL - r-lAX. 4LLOW,45LE = F->0 F-T., fROVIDED
f=OR ALL NEW AREAS - t-�AX. ALLOW,45LE = 50 FT., WORST C:AeE P'ROVIDED = 31 FT, (AT OF:FIC;E5)
POR EXI51TING AREAS - UNefPf;RIN<LERED 5UT ALTERNATE PIRE SL�fPPREeSION PROVIDED, MAX_
ALLOWEID AT ID15CRET�ON OF 5�ILDING OFF-ICIAL, TYF. = 100 FT., LUOR5T G,45E I"fROVIDEID = 05 FT,
DEAD END CORRIDORS
NO DEAD ENE) CORRIDORS ARE FROVIDED, ALL OFEN-ENDED CORRIDORS f=ROVIDE A MEANS
OP EGFZ�E&& AT E�OTH ENDS
HAZARD OF CONTENT5
EXC;EFT FOR r--;ENERATOIR AND 54TTERY ROOMS - LOLU OR ORDINARY HAZARD
ro.2,212 AND 6,2,23 - NO 1"�ANUFAC%RING, NO PLAMM,45LE, REACTIVE OR EXFLO&IVE �-IATERIAI_6
GENERATOR ROCI`�15 AIRE Of=EN TO EXTERIOR AT ONE END, (WITH eTOR�l F:1ANEL5 AND LCUVERe)
2 1-�R. &EPARATION PROM ADJACENT SP`ACr=5. 5ATTERT' IROCt'�S ARE VENTED AND 5ATTERIEe
ARE elEALED (VALVE RELEASE LEAID ACID)
EMERGENCY LIGHTING
ALL SfPAC-ES f=FROVIDED WITH LIGHT F-IXTURE6 ARE 5Uf=f=LIEE;) LUITH IN51TANTANEOU6 AND
_�NINTERRUP`TIED 5ATTER'�' OR AUTO�IATIC rzENERATOR 5AC<L�P` IN THE EVENT THAT L�7`11_17`�"
fPOWER PAILS.
EXIT LIG�4771NG
SEE ELEGTRIC;AL DIRALUING:,S FOR EXIT LIGHTS.
6FECIALTY OCR HARDWARE AND LOCXING REQUIREMENTS
SEE DOOR eC;HEDULE AND HA��UJAfRF= NOTES &HEFT 43.1
FIRE EXTINGUIeHERS
SEE eHEET G;-4�2
/7rcw
T4AE, INC. - ARCHITECTURE & PLANNING
1AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317,
STRUCTURAL AND MECHANICAL ENGINEERING
BASE 4
INTERNATIONAL, INC.
9&58 GLADES ROAD, 4237
BASEBOCA RATON, FLORIDA 33434
1720 728ASE4
ELECTRICAL ENGINEERING
RDCE, INC.
5707 8, DIXIE HWY, #8
WEST PALM BEACH, FLORIDA 33405
PHONE 561 433 91M
PERT OFAUTH.: #BBW
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC, AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
COND nONS SHALL BE REPORTED TO T4AE, INC.
P R 0 F ES SI 0 N A L 0 F R E C 0 R D
S E A L
I ROBIN ANDERSON, REGISTERED ARCHITECT - AR 92559 11
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH T WAS PROVIDED. I
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DRAWING SCALE
JOB NUMBER
AS NOTED
34-84-1501
L FE SA
FLAN E5
SHEETNUMBER
INITIAL SUBMITTAL DATE
G=3
4/12/17
f
I
EX15TING ONE-STORY STAIRWELL ABANDONED AS AN EXIT,
WITH NO PENETRATIONS, 5TORAGE OR EQUIPMENT- EX15TING
NUCLEAR 5I_A6T HATCH DOOR A50VE AND EX15TING
NUCLEAR BLAST DOOR AT BOTTOM TO REMAIN CL05ED,
MATERIAL, THIC<NE66AND 6EALING DETAILS TO BE
CON51DERFD SUFFICIENT FOR FIRE -CONTAINMENT OF TH15
SPACE UNLESS DETERMINED OTHERWISE 5�- FIRE
EXISTING BERM
F1
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FIRE ZONE 5
;5TING NUCLEAR 5LA5T
OR ASSUMED FIRE-
RESISTANT FOR THIS
NON -REQUIRED SEPARATI
f=llR5//,Z0NE �)
ALL NU�IBERED AND
HATCHED ZONES HAVE
HYPDXIC 5UPPRE55ION
SYSTEM. FIRE ZONES
DE61GNATED WITH
LETTERS DO NOT�
2-HR, RATED
PROTECTION NEW
CONC. COLUMNS
FIRE PREVENTION AND 5UPPRE5.51ON
SEE 5HEET G4.1
MAWING OF FIRE -RATED 5EPARATION5/COM5U5Tl5LE5 IN PLENUMS
CONTRACTOR PROVIDE CODE -REQUIRED MARKING OF CODE -REQUIRED SEPARATIONS, WHERE SHOWN ON THESE DRAUJINGe, TO BE MIN, 3" HIGH
LETTERS, AND MEET ALL OTHER F50 2014 CODE REQUIREMENTS, COORDINATE WITH ALJ AND ARCHITECT,
NO COM5U5TI5LE MATERIALS &HALL BE PROVIDED IN ANY CEILING OR PLENUM 6FACE5, OR IN ANY PORTION OF THE 5UILIDING, UNLE58 PROTECTED
,AND SPECIFICALLY NOTED OTHERWISE.
'A" AND "B" 611DE COMPARTMENTALIZATION
WHERE SPECIFICALLY NOTED ON ENGINEERING DRAWING6, "A' AND "S' SIDE FIPE5, CONDUIT AND/OR IDUCTLUORK SHALL BE ENC,45ED IN MIN. 21'
CONCRETE WHERE APPLICA5LE, OR SHALL BE CONTAINED WITHIN A MIN. 2-HR RATED SHAFT OR HORIZONTAL CHASE, PER UL DETAIL PROVIDED, WITH
AN ADDITIONAL COVERING OF 5/5' SAND FIN15H STUCCO ON MIN, 112" CEMENT BOARD. TH15 NOTE SHALL APPLY TO ALL ELEMENTS ALONG THEIR FULL
LENGTH OR RUN, UP TO THE PERIMETER OF THE 5FACE5 IN WHICH THEY ARE NOTED TO BE CONTAINED. THIS IS AN OWNER REQUIREMENT AND 15 NOTA
CODE REQUIREMENT UNLE56 NOTED OTHERWISE.
FLOOR PLENUM SPACE I SEPARATIONS UNDER DOORS
WHERE RAISED FLOOR SYSTEM IS SHOWN ON E30TP SIDES OF A DOOR THAT 15 NOT LOCATED IN A RATED SEPARATION, THE AIR SPACE BELOW THE
FLOOR5Y5TEM 15 SHARED (PLENUM) ON 50TH 51DE5 OF THE DOOR, AND THE METAL STUD SUPPORT UNDER THE DOOR THRESHOLD SHALL NOT BE
FINISHED OR CLOSED OFF.
WHERE RAISED FLOOR SYSTEM 15 SHOWN ON BOTH SIDES OF A DOOR THAT 15 LOCATED IN A RATED SEPARATION, METAL STUD SUPPORT PARTITION
UNDER DOOR SHALL BE FINISHED WITH (2) LAYERS 5/8" TYPE 'X' GYP. BE). IN ACCORDANCE WITH UL DETAIL PROVIDED FOR PARTITION
CONSTRUCTION, AND PENETRATIONS SHALL BE FIRE6TOPPED, PER UL DETAILS PROVIDED,
FIRE -RATED SEPARATION NOTES
METAL 5TUE) PARTITIONS:
FIRE IRAT51D FDAfRTITION,15 AT MIMRA FROOMAND JJHERE USED FOR INFILL OF CONCRETE WALLS SHALL HAVE 2-HOUR FIRE-IRATING,
CONSTRUCTED IN ACCORDANCE LUITH UL DETAIL PROVIDED ON SHEET UL-1. SEE NOTES ABOVE FOfR SEPARATIONS UNDER DOORS
POURED CONCRETE WALLS:
ALL EX15TING AND NEW FOURED CONCRETE UJALL,5 ARE MIN. 12' WIDE, THICKNESS MEET5 2-HR. FIRE -RESISTIVE REQUIREMENT WITHOUT ADDITIONAL APPLIED
PROTECTION, ALL WALL PENETRATIONS SHALL BE FIRE-STOPFED PER UL DETAIL PROVIDED ON SHEET UL-I. FOR NEW CONCRETE WALL CONSTRUCTION
SEE DETAILS SHEET 5-101
DOOR$ AND OTHER OPENINGS:
ALL DOORS IN RATED WALL5 AND PARTITIONS TO 5E MIN. 1-1/2 HR. RATED WITH CLO5EIRe. SEE DOOR PLAN AND DOOR,5CHEDULE FOR ADDITIONAL
INFORMATION
FLOOR AND CEILING ASSEMBLIES:
NO TWO-5TORT CONSTRUCTION OR OTHER CONDITIONS OCCUR WHICH REQUIRE RATING OF FLOOR OR CEILNG/ROOF DECK, 51PACEABOVE DROPPED CEILING AND BELOW
RAISED FLOOR ARE PLENUMS CONTAINED WITHIN THEIR RE5PECTIVE FIRE ZONES
EXTERIOR WALLS SHOWN AS RATED:
DE51GNATION OF EXTERIOR WALL5 AS FIRE-RATEE) APPLIES ONLY AS NOTED IN LEGEND BELOW, WITH THE FOLLOWING EXCEPTION: WALL5 OF GENERATOR ROOMS SHALL BE
CON51DEFED AS EXTERIOR WALL5 DUE TO OPEN NATURE OF THE ROOMS, AND SHALL MEET FULL FIRE -RATING REQUIREMENTS WHERE ABUTTING INTERIOR SPACE.
FIRE 5TOPPING AT C;A5LE TRAYS
WHERE LOW VOLTAGE CA5LE5 PASS THRU FIRE -RATED 5EFARATION5, PROVIDE CODE COMPLIANT, OUNER-APPROVED RATED PUTTY,
SLEEVES, 5ATT5, FOAM,ACTIFOAM, FIR6TO OR OTHER MEANS OF SEALING PENETRATION&.
FIRE -RATED SEPARATION LEGEND
2-14OUR RATED 5EPARATION REQUIRED EITHER BY BUILDING CODE OR DUE TO TIER CERTIFICATION REQUIREMENTS.
NON -REQUIRED, 2-HOUR RATED SEPARATION REQUE5TEI) BY OWNER FORADDITIONAL PROTECTION. WHERE TH15 DESIGNATION 15 SHOWN AT
EXTERIOR WALL5, ALL PENETRATIONS SHALL BE FIRE-CAULKEID WHETHER OR NOT REQUIRED BY CODE, AND EXTERIOR JOINT5 OF PENETRATIONS
----------------------- 5HALL BE WATERPROOFED, AND FIRE DAMPERS SHALL BE REQUIRED AT EXTERIOR IBUILDING ENVELOPE ONLY WHERE SPECIFICALLY NOTED ON
ENGINEERING DRAWINGS. ANY EXTERIOR WALL5 SHOWN WITH TH15 DESIGNATION, WHICH OCCUR IN AREAS WHERE BERM 15 NOT TO BE DISTURBED,
SHALL HAVE ALL JOINT5 FULLY CAULKED AT INTERIOR SIDE.
FIRE ZONE NOTES FIRE ZONES SHOWN HATCHED ARE PROTECTED BY HYFOXIC 5UPPRE56ION SYSTEM
FIRE ZONES SHOWN ARE PROVIDED TO CLARIPT- DATA CENTER CONTAINMENT REOUIREMENT6 AND FOR CONTAINMENT OF FIRE SUFFRE56ION
AND HYFOXIC ZONES, AND ARE NOT DEPICTED IN THIS MANNER TO INDICATE COMPARTMENTALIZATION PER NF)FA REOUIREMENT6 OR
DEFINITIONS RELATED TO 5EPARATE BUILDINGS OR SEPARATION DUE TO AIRE45 OF DIFFERENT CONSTRUCTION TYPF_
ALSO SEE NOTE IN LEGEND ABOVE REGARDING GRAPHIC DEPICTION OF EXTERIOR WALL5 A5 RATED
FIRE ZONE I DATA CENTER EQUIPMENT ROOMS WITH SHARED FLOOR AND FLENUM,5FACE, INCLUDING MMIR5 ROOM
C R Sp C
FIRE ZONE 2 MMRA AND FOP A ROOM, SHARED AIR SPACE, SEPARATED FROM ALL OTHER DATA ENTE A E
FIRE ZONE 3 POWER AND BATTERY ROOMS FOR "All SIDE, WITH SHARED AIR 5PAICE VIA OPENINGS IN DIVIDING WALL
FIRE ZONE 4 POWER AND BATTERY ROOMS FOR 'B' SIDE, WITH SHARED AIR SPACE VIA OPENINGS IN DIVIDING WALL.
FIRE ZONE A 2-HR. RATED CORRIDOR IN EaUIPMENT AREA
FIRE ZONE 5 - 2-HR, RATED CORRIDOR IN OCCUPIED AREA
FIRE ZONE C - GENERAL OCCUPIED SPACES WITH 5HAREID AIR SPACE VIA PLENUMS, INCLUDES MEZZANINE/NOC AREA/5TAIRLUELL
FIRE ZONE D - ADMIN. OFIFICE AREA, OCCUPIED SPACE, AIR SPACE CAN 5E CLOSED OFF FROM ZONE C, SEPARATION FROM ZONE C 15 PROVIDED PER
OLUNER'5 REQUIREMENT TO REDUCE POTENTIAL DAMAGE TO CRITICAL AREAS IF TH16 PORTION OF THE
5ULDING 5U5TAINS CATA5TROPHIC DAMAGE.
APL
T4AE, INC. - ARCHITECTURE & PLANNING
1AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERING
f BASE 4
IV* INTERNATIONAL, INC.
9058 GLADES ROADT #237
BOCA RATON, FLORIDA 33434
BASE' 1.720.72BASE4
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HWY, 48
WEST PALM BEACH, FLORIDA 3W5
PHONE 561436 9198
CERT. OF AUTH. #8800
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
IP R 0 F E S S 1 0 IN A L 0 F R E C 0 R D
�11
RUBIN ANDERSON, REGISTERED ARCHITECT - AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
LDITITERIPY 11 WHEN T IS NO LONGER IN USE FOR
H URPOSE FOR WHICH IT WAS PROVIDED.
rH, 4 V E 2 HH R,
FIRE ZONE 5
;5TING NUCLEAR 5LA5T
OR ASSUMED FIRE-
RESISTANT FOR THIS
NON -REQUIRED SEPARATI
f=llR5//,Z0NE �)
ALL NU�IBERED AND
HATCHED ZONES HAVE
HYPDXIC 5UPPRE55ION
SYSTEM. FIRE ZONES
DE61GNATED WITH
LETTERS DO NOT�
2-HR, RATED
PROTECTION NEW
CONC. COLUMNS
FIRE PREVENTION AND 5UPPRE5.51ON
SEE 5HEET G4.1
MAWING OF FIRE -RATED 5EPARATION5/COM5U5Tl5LE5 IN PLENUMS
CONTRACTOR PROVIDE CODE -REQUIRED MARKING OF CODE -REQUIRED SEPARATIONS, WHERE SHOWN ON THESE DRAUJINGe, TO BE MIN, 3" HIGH
LETTERS, AND MEET ALL OTHER F50 2014 CODE REQUIREMENTS, COORDINATE WITH ALJ AND ARCHITECT,
NO COM5U5TI5LE MATERIALS &HALL BE PROVIDED IN ANY CEILING OR PLENUM 6FACE5, OR IN ANY PORTION OF THE 5UILIDING, UNLE58 PROTECTED
,AND SPECIFICALLY NOTED OTHERWISE.
'A" AND "B" 611DE COMPARTMENTALIZATION
WHERE SPECIFICALLY NOTED ON ENGINEERING DRAWING6, "A' AND "S' SIDE FIPE5, CONDUIT AND/OR IDUCTLUORK SHALL BE ENC,45ED IN MIN. 21'
CONCRETE WHERE APPLICA5LE, OR SHALL BE CONTAINED WITHIN A MIN. 2-HR RATED SHAFT OR HORIZONTAL CHASE, PER UL DETAIL PROVIDED, WITH
AN ADDITIONAL COVERING OF 5/5' SAND FIN15H STUCCO ON MIN, 112" CEMENT BOARD. TH15 NOTE SHALL APPLY TO ALL ELEMENTS ALONG THEIR FULL
LENGTH OR RUN, UP TO THE PERIMETER OF THE 5FACE5 IN WHICH THEY ARE NOTED TO BE CONTAINED. THIS IS AN OWNER REQUIREMENT AND 15 NOTA
CODE REQUIREMENT UNLE56 NOTED OTHERWISE.
FLOOR PLENUM SPACE I SEPARATIONS UNDER DOORS
WHERE RAISED FLOOR SYSTEM IS SHOWN ON E30TP SIDES OF A DOOR THAT 15 NOT LOCATED IN A RATED SEPARATION, THE AIR SPACE BELOW THE
FLOOR5Y5TEM 15 SHARED (PLENUM) ON 50TH 51DE5 OF THE DOOR, AND THE METAL STUD SUPPORT UNDER THE DOOR THRESHOLD SHALL NOT BE
FINISHED OR CLOSED OFF.
WHERE RAISED FLOOR SYSTEM 15 SHOWN ON BOTH SIDES OF A DOOR THAT 15 LOCATED IN A RATED SEPARATION, METAL STUD SUPPORT PARTITION
UNDER DOOR SHALL BE FINISHED WITH (2) LAYERS 5/8" TYPE 'X' GYP. BE). IN ACCORDANCE WITH UL DETAIL PROVIDED FOR PARTITION
CONSTRUCTION, AND PENETRATIONS SHALL BE FIRE6TOPPED, PER UL DETAILS PROVIDED,
FIRE -RATED SEPARATION NOTES
METAL 5TUE) PARTITIONS:
FIRE IRAT51D FDAfRTITION,15 AT MIMRA FROOMAND JJHERE USED FOR INFILL OF CONCRETE WALLS SHALL HAVE 2-HOUR FIRE-IRATING,
CONSTRUCTED IN ACCORDANCE LUITH UL DETAIL PROVIDED ON SHEET UL-1. SEE NOTES ABOVE FOfR SEPARATIONS UNDER DOORS
POURED CONCRETE WALLS:
ALL EX15TING AND NEW FOURED CONCRETE UJALL,5 ARE MIN. 12' WIDE, THICKNESS MEET5 2-HR. FIRE -RESISTIVE REQUIREMENT WITHOUT ADDITIONAL APPLIED
PROTECTION, ALL WALL PENETRATIONS SHALL BE FIRE-STOPFED PER UL DETAIL PROVIDED ON SHEET UL-I. FOR NEW CONCRETE WALL CONSTRUCTION
SEE DETAILS SHEET 5-101
DOOR$ AND OTHER OPENINGS:
ALL DOORS IN RATED WALL5 AND PARTITIONS TO 5E MIN. 1-1/2 HR. RATED WITH CLO5EIRe. SEE DOOR PLAN AND DOOR,5CHEDULE FOR ADDITIONAL
INFORMATION
FLOOR AND CEILING ASSEMBLIES:
NO TWO-5TORT CONSTRUCTION OR OTHER CONDITIONS OCCUR WHICH REQUIRE RATING OF FLOOR OR CEILNG/ROOF DECK, 51PACEABOVE DROPPED CEILING AND BELOW
RAISED FLOOR ARE PLENUMS CONTAINED WITHIN THEIR RE5PECTIVE FIRE ZONES
EXTERIOR WALLS SHOWN AS RATED:
DE51GNATION OF EXTERIOR WALL5 AS FIRE-RATEE) APPLIES ONLY AS NOTED IN LEGEND BELOW, WITH THE FOLLOWING EXCEPTION: WALL5 OF GENERATOR ROOMS SHALL BE
CON51DEFED AS EXTERIOR WALL5 DUE TO OPEN NATURE OF THE ROOMS, AND SHALL MEET FULL FIRE -RATING REQUIREMENTS WHERE ABUTTING INTERIOR SPACE.
FIRE 5TOPPING AT C;A5LE TRAYS
WHERE LOW VOLTAGE CA5LE5 PASS THRU FIRE -RATED 5EFARATION5, PROVIDE CODE COMPLIANT, OUNER-APPROVED RATED PUTTY,
SLEEVES, 5ATT5, FOAM,ACTIFOAM, FIR6TO OR OTHER MEANS OF SEALING PENETRATION&.
FIRE -RATED SEPARATION LEGEND
2-14OUR RATED 5EPARATION REQUIRED EITHER BY BUILDING CODE OR DUE TO TIER CERTIFICATION REQUIREMENTS.
NON -REQUIRED, 2-HOUR RATED SEPARATION REQUE5TEI) BY OWNER FORADDITIONAL PROTECTION. WHERE TH15 DESIGNATION 15 SHOWN AT
EXTERIOR WALL5, ALL PENETRATIONS SHALL BE FIRE-CAULKEID WHETHER OR NOT REQUIRED BY CODE, AND EXTERIOR JOINT5 OF PENETRATIONS
----------------------- 5HALL BE WATERPROOFED, AND FIRE DAMPERS SHALL BE REQUIRED AT EXTERIOR IBUILDING ENVELOPE ONLY WHERE SPECIFICALLY NOTED ON
ENGINEERING DRAWINGS. ANY EXTERIOR WALL5 SHOWN WITH TH15 DESIGNATION, WHICH OCCUR IN AREAS WHERE BERM 15 NOT TO BE DISTURBED,
SHALL HAVE ALL JOINT5 FULLY CAULKED AT INTERIOR SIDE.
FIRE ZONE NOTES FIRE ZONES SHOWN HATCHED ARE PROTECTED BY HYFOXIC 5UPPRE56ION SYSTEM
FIRE ZONES SHOWN ARE PROVIDED TO CLARIPT- DATA CENTER CONTAINMENT REOUIREMENT6 AND FOR CONTAINMENT OF FIRE SUFFRE56ION
AND HYFOXIC ZONES, AND ARE NOT DEPICTED IN THIS MANNER TO INDICATE COMPARTMENTALIZATION PER NF)FA REOUIREMENT6 OR
DEFINITIONS RELATED TO 5EPARATE BUILDINGS OR SEPARATION DUE TO AIRE45 OF DIFFERENT CONSTRUCTION TYPF_
ALSO SEE NOTE IN LEGEND ABOVE REGARDING GRAPHIC DEPICTION OF EXTERIOR WALL5 A5 RATED
FIRE ZONE I DATA CENTER EQUIPMENT ROOMS WITH SHARED FLOOR AND FLENUM,5FACE, INCLUDING MMIR5 ROOM
C R Sp C
FIRE ZONE 2 MMRA AND FOP A ROOM, SHARED AIR SPACE, SEPARATED FROM ALL OTHER DATA ENTE A E
FIRE ZONE 3 POWER AND BATTERY ROOMS FOR "All SIDE, WITH SHARED AIR 5PAICE VIA OPENINGS IN DIVIDING WALL
FIRE ZONE 4 POWER AND BATTERY ROOMS FOR 'B' SIDE, WITH SHARED AIR SPACE VIA OPENINGS IN DIVIDING WALL.
FIRE ZONE A 2-HR. RATED CORRIDOR IN EaUIPMENT AREA
FIRE ZONE 5 - 2-HR, RATED CORRIDOR IN OCCUPIED AREA
FIRE ZONE C - GENERAL OCCUPIED SPACES WITH 5HAREID AIR SPACE VIA PLENUMS, INCLUDES MEZZANINE/NOC AREA/5TAIRLUELL
FIRE ZONE D - ADMIN. OFIFICE AREA, OCCUPIED SPACE, AIR SPACE CAN 5E CLOSED OFF FROM ZONE C, SEPARATION FROM ZONE C 15 PROVIDED PER
OLUNER'5 REQUIREMENT TO REDUCE POTENTIAL DAMAGE TO CRITICAL AREAS IF TH16 PORTION OF THE
5ULDING 5U5TAINS CATA5TROPHIC DAMAGE.
APL
T4AE, INC. - ARCHITECTURE & PLANNING
1AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERING
f BASE 4
IV* INTERNATIONAL, INC.
9058 GLADES ROADT #237
BOCA RATON, FLORIDA 33434
BASE' 1.720.72BASE4
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HWY, 48
WEST PALM BEACH, FLORIDA 3W5
PHONE 561436 9198
CERT. OF AUTH. #8800
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
IP R 0 F E S S 1 0 IN A L 0 F R E C 0 R D
�11
RUBIN ANDERSON, REGISTERED ARCHITECT - AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
LDITITERIPY 11 WHEN T IS NO LONGER IN USE FOR
H URPOSE FOR WHICH IT WAS PROVIDED.
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11 R E V I S 1 0 N S
IREV #1 DATE � REVISIONS MADE
DRAWING SCALE
JOB NUMBER
AS NOTED
94-84-1501
FIRE 5Ef",'Vjd 00
r,o%N
C094
SHEET NUMBER
INITIAL SUBMITTAL DATE
_,4j
4/12/17
8148 [OFT
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THRU WALL 45OVE SLAB
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FIRE SUE
5CALE: +/-3/32":111-0"
AUTOM- EXTING.
SYSTEM, SEE NOTE&
IF7E
INTAKE AIR SH0,
WALL ABOVE SLAB
4� . .. .. . . . . . . ............. -147. 1 - �
uxy�EN
-SEEPAGE OXYG. SENSOR \J
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GENERAL NOTE5
DRAWINGS ARE SCHEMATIC IN NATURE. FINAL POSITIONS AND QUANTITIES OF ALL ELEMENT5 SHALL BE ACCORDING TO
APPROVED ENGINEERED SHOP DRAWINGS PROVIDED E3Y VENDORS OF EACH SYSTEM.
AUTOMATIC 5UFFIRE5510N - HYFDOXIC FIRE FREVENTION,5Y5TEM
DESCRIPTION:
A COMPLETE HYPDXIC SYSTEM TO BE PROVIDED TO ALL EQUIPMENT ROOMS, INCLUDING PII FOR OUTSIDE AIR, NITROGEN
GENERATORS, PIPING, PUMPS, DETECTION AND MONITORING SEN&OR6, ALARMS, AND ALL FDER60NNEL SAFETY EQUIPMENT SUCH AS
BACK-UP OXYGEN TANKS AND MASKS IF REQUIRED. PYPDXIC 5Y5TEM TO BE ENGINEERED AND PROVIDED BY VENDOR�
VENDOR SHALL PROVIDE FULLY ENGINEERED SHOP DRAWINGS AND CUT SHEETS FOR APPROVAL OF OWNER, ARCHITECT AND
BIJILDING OFFICIAL PRIOR TO START OF WORK. SMOKE DETECTORS AND FIRE ALARMS SHALL BE TIED TO BUILDING MANAGEMENT
5Y6TEM AND HYPDXIC EaUIPMENT, WHICH SHALL CAUSE ADDITIONAL NITROGEN TO BE SUPPLIED TO AFFECTED SPACES UPON
ACTIVATION OF SMOKE DETECTORS.
GENERAL BUILDING CONTRACTOR SHALL REVIEW ALL CUT SHEETS, PIPING DIAGRAMS, AND EQUIPMENT DRAWINGS, AND BECOME
FAMILIAR WITH TYPE AND LOCATION OF ALL RELATED ELEMENTS,. GENERAL BUILDING CONTRACTOR SHALL COORDINATE AND
PROVIDE ALL CONSTRUCTION THAT MAY BE RELATED TO BUT NOT A PART OF THE PYPDXIC SYSTEM, 5UCH AS WALL
PENETRATIONS, CHA5E5, POSITIONING OF ADJACENT WORK, ELECTRICAL WIRING AND CONDIJIT TO THE SYSTEM, AND OTHER SUCH
RELATED WORK, AND -SHALL PROVIDE A WRITTEN OR SKETCHED DESCRIPTION OF SUCH WORK TO BE INCLUDED AS AN EXHIBIT IN
THE CONTRACT FOR CONSTRUCTION. HYFOXIC LOOP AND SUPPLY BRANCHES TO RUN UNDER RA16ED FLOOR SYSTEM. WHERE
LINES ENTER POWER ROOMS THEY SHALL PENETRATE WALL BELOW RAISED FLOOR SYSTEM IN I.T.01 SPACE AND A50VE POWER
ROOM 5LA5 HEIGHT, 5EF NOTES.
SEQUENCE OF OPERATION:
GENERAL: COMPRESSORS DRAW IN OI.il51DE AIR, COMPRESS AIR INTO STORAGE TANKS, WHICH 15 ROUTED ON DEMAND TO AIR
SEPARATION UNITS. AIR SEPARATION UNITS REMOVE OXYGEN FROM OUTDOOR AIR AND INTRODUCE AIR OF 10% OXYGEN LEVEL
INTO PRESSURIZED LOOP 5Y,5TEM, WHICH 16 RELEASED INTO SPACES SERVED WHEN MONITOR FOR THAT SPACE OPENS DAMPER
AT THE DISTRIBUTION NOZZLE FOR THAT SPACE.
INITIAL STARTUP: CONTROL 5Y5TEM OPENS 50TH VALVE5AND ACTIVATES 50TH COMPIRE55ORS AND AIR SEPARATION UNITS
UNTIL OXYGEN MONITORS REPORT PROPER OXYGEN LEVELS FOR ALL SPACES SERVED.
NORMAL OPERATION: COMPRESSORS AND AIR SEPARATION UNITS CYCLE (ALTERNATE) TO MAINTAIN PROPER OXYGEN LEVELS.
TH15 REDUCE5 WEAR ON EQUIPMENT AND PROVIDED REDUNDANT SYSTEM IN THE EVENT OF FAILURE AND DURING MAINTENANCE.
SAFETY MEA6URE6:
LEVEL OF REDUCE[) OXYGEN IN DATA CENTER &FACES SHALL BE SET TO APPROXIMATELY 15%,,5AFE FOR HUMAN OCCUPATION
FOR,5EVERAL HOURS,SEE MANUFACTURER'5 RECOMMENDATIONS AND SAFETY SHEETS.
OXYGEN LEVEL SENSORS OM-NOC AND OMI-DRC ARE PROVIDE[) IN OCCUPIED SPACES WHERE POTENTIAL INFILTRATION OR
SEEPAGE OF HYPDXIC AIR FROM DATA CENTER 6FACE MAY OCCUR. IF OXYGEN LEVELS OF AIR IN TP05E SPACES DROPS FROM
OUTSIDE AIR OXYGEN LEVELS OF 21% TO 113%, EXHAUST FAN EF-DRC WILL BE ACTIVATED, WHICH WILL CAUSE ADDITIONAL OUTSIDE
AIR TO BE DRAWN INTO THE RETURN AIR PLENUM SERVING THESE AREAS UNTIL OXYGEN LEVELS IN TH05E SPACES ARE ABOVE
113%
FAIL5AFE OXYGEN LEVEL 5EN5OR5 ARE PROVIDED IN THE CEILING PLENUM ABOVE THE D.R. OFFICE AREA, AS FOLLOWS: OM-DRW
15 LOCATED IN THE RETURN AIR STREAM FROM THE MEZZANNE/5ECURITY SPACES, AND OM-DRN 15 LOCATED AT THE
DOWNSTREAM 51DE OF THE RETURN AIR GRILLE AT THE CORRIDOR. IN THE EVENT THAT lc�% OXYGEN SENSORS OR EF-DRC FAILS,
OR, EXCE651VF HYPDXIC AIR 16 INTRODUCED INTO OCCUPIED SPACES VIA DOOR8 LEFT IN OPEN POSITION, THESE SENSORS WILL
BE SET To DETECT OXYGEN LEVELS BELOW 15% AND UJILL NOTIFY STAFF VIA EMS, AND ACTIVATE EXHAUST PAN EF-DIRC, IF
OFERATIONAL,AND CLOSE DAMPER OF R/A TRANSFER GRILLE BETWEEN CORRIDOR AND D-R- PLENIJMSPACE. IF EF-DRC HAS
FAILED,61TAFF WILL OPEN EXTERIOR DOORS AS NEEDED, OR OVERRIDE HAF5 SYSTEM To TEMPORARILY INCREASE LEVEL OF
OXYGEN IN AIR SUPPLIED BY SYSTEM.
AUTOMATIC EXTINGU16HMENT 515TEM5
DESCRIPTION:
GASEOUS CLEAN AGENT FIRE EXTN6U15HING SYSTEM SAFE FOR USE IN OCCUPIED AREAS, BATTERY ROOMS AND POWER ROOMS,
(AN5UL 'INERGEN' OR 51MILAR APPROVED) SHALL BE PROVIDED WHERE SHOWN AND NOTED. 'AQUEOS FILM FORMING FOAM'
(AFFF) SYSTEM ORAPPROVED 51MILAR TO BE PROVIDED AT GENERATOR ENGINE. ALL SYSTEMS SHALL INCLUDE ALL REQUIRED
CANISTERS, CONTAINERS, RELEASE VALVES, PIPING, DISPERSION NOZZLES AND ALL OTHER REQUIRED ELEMENTS. SYSTEMS IN
BATTERY ROOMS, POWER ROOMS, AND POP5 ROOM SHALL BE ACTIVATED BY SMOKE DETECTORS, AND TIED TO FIRE ALARM AND
BUILDING MANAGEMENT SYSTEM. SYSTEMS AT GENERATOR ENGINES SHALL BE MANUALLY ACTIVATED BY PUSH BUTTON allJITCH ON
WALL IN ADJACENT CORRIDOR, NEXT To DOOR.
SEQUENCE OF OPERATION:
SMOKE DETECTION ACTIVATES FIRE ALARM AND RELEASES AGENT INTO SPACE SERVED. IN 5ATTERY ROOMS, ACTIVATION OF
FIRE ALARM AND SUBSEQUENT RELEASE OF EXTINGU15HMENT AGENT SHALL OVERRIDE HYDROGEN SEN5ORS AND PREVENT
EXHAUST FAN OPERATION AND MAINTAIN DOOR IN LOCKED POSITION UNTIL RELEASED BY KEY OPERATION.
MANUAL EXTINGU15HMENT
7FE] =
WALL -MOUNTED, GASEOUS CLEAN AGENT FIRE EXTINGUISHERS SHALL BE PROVIDED IN ALL OCCUPIA5LE AREAS AND OTHER
LOCATIONS WHERE SHOWN,AND AT MONITORING 5TAT ION AT UPPER LEVEL OF MEZZANINE (NOT SHOWN). FINAL LOCATIONS OF
EXTINGUISHERS TO BE FIELD COORDINATED WITH FIRE I-IAR51LAL PRIOR To FINAL INSF`ECTION PROCESS,
BUILDING MGMT.
SYSTEM(REMETTE
LOCATIDN)
TO OXYGEN mmRB
ME]INTORS 5R Cx,
CTRL
MMRA UNIT
ROOM I I I
�CIILD HYP AIR
PRESSURIZED
SUPPLY LDDP
DISTRIRUTION LINE AND
DAMPE�ED SUPPLY NEIZZLE TD
EACH sPACE SERVED
AIR SEP
UNIT I
AIR SEP
UNIT 2
HAFS ROOM
COMPR. 2 1 1 COMPR 1
OUTDOOR
AIR
PLENUM
INTAKE
HAF5 5�r5TEt"ol &CHE�IATIC.
NO 5c,4L=
IXH AIR
7
/ 4RIIIIIIIIk I
T4AE, INC,, ARCHITECTURE& PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERING
24 BASE 4
lw* INTERNATIONAL, INC.
98M GLADES ROAD 1 #237
BASEBOCA RATON, FLORIDA &q4a4
1.72D 72BASE4
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S DIXIE HWY, RIS
WEST PALM BEACH, FLORIDA 33405
PHONE 561436 9198
CERT. OF AUTH.: #8800
T4AE, I%C., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC,
P R 0 F E S S 1 0 N A F 0 F R E C 0 R D
S E A L
ROBIN ANDERSON, REGISTERED ARCHITECT - AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHALL
DESTROY IT WHEN IT IS NO LONGER IN USE FOR
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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IREV #1 DATE I REVISIONS MADE
DRAWING SCALE
JOB NUMBER
AS NOTED
B4-84-1501
FIRE SUFFDRE66ION
AND #
.tOl
�PSYFEIM5
E X T I N G b�,,%ct 0�0;
SHEET NUMBER
INITIAL SUBMITTAL DATE
- 4,2
4/12/17