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T4AE, INC, - ARCHITECTURE � PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
GIRIICTIRAL AND MECHANICAL ENGINEERING
BASE 4
INTERNATIONAL, INC.
9858 GLADES ROAD, K37
BOCA RATON, FLORIDA �4
BASE4 1.M0.72BASE4
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ELECTRICAL ENGINEERING
16RDCE, INC.
5707 S DIXIE HIM, #8
WEST PALM BEACH, FLORIDA 33Q6
PHONE 551 436 9198
, CERTOFALTH #SWO
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
TOE, INC., AND THE PROFESSIONALS OF RECORD, ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO TOE, INC.
P R 0 F E S 5 1 0 IN A L 0 F R E C 0 R D
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ROBIN ANDERSON, REGISTERED ARCHITECT AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
A IL Y DESIGNATED B THE HOME A D
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
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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T4AE, IN RCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRICTIRAL AND MECHANICAL ENGINEERIN3
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98M GLADES ROAD, #237
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777 RDCE, INC.
5707 S. DIXIE EWY, #8
WEST PALM BEACH, FLORIDA 33405
PHON E: 551 4W 910
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 RECORE. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC.
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ADAM GINSBURG, BE
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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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5OTTOM OF TIE 5EAM5 5E DROF-f-ED TOACCOMODATE LUNDOW HEAD HFIaLT5.
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CONTRACTOR TO VERIF��'ALL DIMEN610I REFECIRT D15CREFANCIES To TH16 ENGINEER
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- III III SIII LOADING
- — - — - — - — -- - — - — - — - — - — -
LIVE LOAD = 100 FSF
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(5ELF LUEIGHT OF eL,45) + 20 F`5F (No 50IL FROTECTIVE COVER)
FLAT CONC� FOOF FF,4�11NG FILM
eCALE: 3/32" - '-0'
T4AE, INC, - ARCHITECTURE 9, PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR, PLANTATION, FIL 33317
STRUCTURAL AND II ENGINEERIN3
BASE 4
INTERNATIONAL, INC.
985B GI_ADE8 ROAD, *211
SOCA RATON, FLORIDA 331134
BASE4 1 720 72BI
�.b ... 4
ELECTRICAL ENGINEERING
RDCE, INC.
1111 S, DIXIE LWY, 08
WEST PALM BEACH FLORIDA 33405
PHONE 561436 9198
CERT.OFAUTH. 1181300
TEAL, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIVE
COMMON LAW COPYRIGHT AND ALL OTHER PROPERTY
RIGHTS IN THESE DESIGNS, SPECIRCATIONS, PLANS AND
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WIL-HOUT FIRST OBTAINING THE WRITTEN PERMISSION OF
TAAE, 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 L 0 F R E G 0 R D
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THIS IS A CONFIDENTIAL DOCUMENT
DEPICTED HEREIN: PER
FACILITY DESIGNAT
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
NITH 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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SHEET NUMBER
IUQpJjrETAL DATE
e-203,1
4/12/17
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SLOPES AN:) 5EARING POINTS AS REQUIRED TO PRODUCE THE
SEV-1ETRIE5 SHOWN.
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FIROVIr:)E AIDDITIONAL (2) #5 5ARS FOR EACH 5" DROP,
CONTRACTOR TO VERIF" ALL DIMENSIONS, REF01IRT �)15CREFANCIE5 To THIS E!Nr�INEER
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DEAD LOAD = (SELF LUEIGL�T OF SLAB) + -100 F`57- (501L FROTECTIVE COVER)
(SELF WEIGHT Or SLAIS) 4 20 FI&F (NO 501L PROTECTIVE COVER)
SCALE: 1/4" = 11-0'
/IPL
T4AE, INC, - ARCHITECTURE 1, PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FIE 33317
STRUCTURAL AND MECHANICAL ENGNEERIN7
.49111111111. BASE 4
4w INTERNATIONAL, INC.
9855 GLADES ROAD, #237
SC)CA RATON, FLORIDA 33434
BASE4 1.720.72BASE4
b.w4
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HWY, AS
WEST PALM BEACH, FLORIDA 33405
PHONE: 561 436 91%
CERT. OF AUTH.: #88X)
14AF, 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
TOE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC._
P R 0 FE S SI 0 N A L 0 F R E C 0 R 0
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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
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 N-',` IT WAS PROVIDED.
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SHEET NUMBER
LNITIAL JYMITTAL DATE
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4712/17
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CLARITY, SEE 6�41`. 6-203.1
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T4AE, INC. - ARCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINE ING
BASE 4
INTERNATIONAL, INC.
9858 CLADES ROAD #237
INDCA RATON, FLORIDA 33434
BASE4 1,720,72BASE4
�.Wse-4 com
ELECTRIGA7 ENGINEERING
RDCE, INC.
5707 S DIXIE HWY. #8
WEST PALM BEACH FLORIDA 33405
PHONE. 551 �6 9198
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
LANE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO -AA', INC.
P R 0 F E 5 S 10 N A L 0 F R E C 0 P 1)
S E A L
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1110 51199
AIDAM GINSBURG, RE
12.1 Y,�LXY DRT�T
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2559
ROBIN ANDERSON, REGISTERED ARCHITECT — AR 9 j
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 C 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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copy
SHEET NUMBER INITAL SUBMITTAL DATE
5-204 4/12/17
-------------- ----------- ---------- --------------
NOTE: NEW RETINING LUA1_1_5
5ELOUJ NOT SHOWN FOR
CLAFIT'r, SEE 5�T. 5-203,1
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5EE SH7. 6-201 FOR GRID LINE IDI�IENBICNS,
74AE, INC, - ARCHITECTURE & PLANNIIN
1AA26001228 & AR92559 (954)839-42E
233 EAST ACRE DR., PLANTATION, FIL 33�
STRUCTURAL AND MECHANICAL ENGINE
40 BASE 4
INTERNATIONAL, INC.
9655 GILADES ROAD K37
13� RATON, FLORIDA 33434
BASE4 1,720 72BASE4
�Pase4 com
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HWY, *8
WEST PALM REACH, FLORIDA 33�
PHONE 561436 9198
CERT.OFAUTH. #880)
T4AE, INC., AND ALL PROFESSIONALS OF RECOR[
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECT
COMMON LAW COP'YRICHT AND ALL OTHER PROPER
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS
iDEAS. THIS DOCUMENT IS NOT TO BE REPRODUC
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION
T4AE, INC., AND THE PROFESSIONALS OF RECORD.
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTL
CONDITIONS SHALL BE REPORTED TO T4AE, INC,
R 0 1 S SI 0 N A L 0 F R E C 0 R D
S E A L
G
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STATE. —
OF
SIC.
ADAM OWSERURG, RE
12�1 Y�LEYM\�
B�C,41mllj 11�31�,
ROBIN ANDERSON, REGISTERED ARCHITECT AR 92
THIS 15 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 SHARE
WITH ANY PERSONS OR ENTITIES OTHER TH,
AUTHORITIES HAVING JURISDICTION WITHOU
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THI
DOCUMENT SHALL SAFEGUARD IT, AND BHA
DESTROY IT WHEN IT IS NO LONGER IN USE
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SHEET NUMBGORVNITIAL
SUBMITTAL D
5-205
1 4/12/17
------------- ------------ ---------- -------------
NOTE NEW RETAINING WALL5
BEI- W NOT 5L-OLUN FOR
CLA ll`�-, 5EE 5HT. 5-203.1
- — - — - — - — -- - — - — - — - — - — - — -
— - — - — - — - — - — - —
HIGH AND LOLU POINTS OF ROOF: 8LA55 (TT�.) - SEE NOTES
--- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - 4--
DASHED LINES DENOTE f-ERimETERs or ROOF SLABS BELOW
PARAPET HEIGHT AN[) UNDEF� BERM
0011111
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
NOTE; NEW RETAINING W4L5
BELOW NOT SHOWN FOR
GLARIT'T, SEE 6HT. 5-20 f` I
- — - — - — - — - — I — - — - — - — - — --
- — - — - — - — - — - — - -- — - — - — - — -- - — - — - — - — - — - — - —
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NOTE:l NEW RETAINING WALL5
EIL. 11ALL5 BELO� NOT 5HOLLN FOR
5E DETAIL TH 8EE 5HT. 8-203.1
-7
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- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - --
I EXISTING RET. WALL
XIST FRAFRAPET
SLOf-ED ROOF 5ELtLU - SEE ARCHTECTIURAL DRAWINGS
E 6L�EE -203.2 F
OF- FRAM FLAIN
0 R ADMIN, 0 ICES
FOR74BLE EMERGAIENCY WATER TANK - MAX. 250 GALLONS,
T-O'L. X 40' W. X V H, TANK 300 PLUS WATER - 21800, OR MAX,
lb CU FT PER 5Q FT OF AREA = MAX. 100 O/FSF
MIN. 24 GA. r-ORRUG. GALVANIZED STEEL
STORM PANELS TO SPAN TOP AND END
OPIENNG OF TANK ENCLOBUR
FANELMATE 2-1/4'LONG THREADED STUDS
UJIT14 1-1/5' 6TUID 1/4-20 DIA. AND 5TANDARL)
WING NUT, SPACED AT 6- 0,r-
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A
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ND ND
)ED STUDS
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5TUOr-O ON OX6XI& GONC. 5LOCK W/
ISS AT 45' O�C. AND (2) #5'5 CONT'5
D , =
AND ALL CELLS GROUTED SOLID, SEE
ARCHIT�CTURAL DRAWINGS FOR FINS" —
SAS' LUEEP HOLES AT
16' O-C. E30TH WALLS
eO DEGREE SEND U/
ACI STD. HOOK TYP..
ILI
E�IEFR'L";- L�4TEF, TAN< ENCL05��RE
SCALE : 3/4" = 11-0'
ROOF SLAB AND F`4RAF`ET NOTES
LOW f=ONT5 OF ROOF 5LA56 SHOWN ARE THE MINIt-IUM HEIGHT OF
THE CONCRETE SLAB. HIGH f=CINT5 SHOLUN ARE Af=Pf;RCXlt'1,4TE
ANE) REf=RE5ENT MIN. I/&`/FT. 5LOT=E, TO BE ACHIEVEZ) 5�r'
THIS<EINING OF- THE SLAB AT THOSE LOCATIONS OR BY
INSTALLATION OF RIGID INSULATION - SEE ARCHITECTURAL
DRAWINGS
T
rAUW
SCALE : 3/32" 2 11-011
SEE &HT. 6-201 FOR GRID LINE E)II-tEN61ONS
/lpim
T4AE, INC, - ARCHITECTURE 1, PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERIN7
Af%BASE 4
INTERNATIONAL, INC.
9858 GLADES ROAD, #237
BOCA RATON, FLORIDA 33434
BASE4 1,�0,7213ASE4
. b��.-4 .��
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HVVY, #8
WEST PALM BEACH, FLORIDA 33Q5
PHONE 661 4369198
CERT OFAUTH: #SWC
TOL 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
WTHOUT 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.
0 F E S SI 0 N A L 0 F R E C 0 R D
S E A L
10 1% % 111111,
I , G I IV ll�
C H
51199
-50, 111
ADAMGINSBURG,PE
I 1�1 Y=ky DMVE
,�CA�TON FL 331�
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
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WITHOUT
RITTEN 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 PJRPOSE FOR WHICH IT WAS PROVIDED.
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SHEET NUMBER
INITIAL SUBM17FAL DATE
0-
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4/12/17
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NELU CONCRETE SL45
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\_rXISTING LUALL
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VERT. RE514R
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LEY ARE
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NOT LESS THAN
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SEE SW SCHIEDULE
TYF. WADL
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(rzoREATE6T) TERMINATED Wl
AC[ &TE). HOOK AT SUPPEPORTS (TYEP.)
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FOR NEW OFIENING LUIDER THAN
46'�, ADD (�) LgXOXI/2 WITH 1/2'
HII-TI EXF`. BOLTS <LUK BOLT 3
RMEED 3" INTO EXIST. CONC.
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6203 8601
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COR4II
BARS AS
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WHERE
SIZE 01E:FER
LAf- L41;;�aER
SIZE.
o IF
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NOTE:
I LAN I- SEE 5ECTIC
FOR RENE. SIZE
2. PROVIDE
ALL B45EMENT
'11= t1J,4LL CORNER 4 1
MIN. 2 5AR6 OR
le OF: NEGATIVE MONENT
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LI OR 0.3 L2 03LI OR
rPE,4Tr=fR SRE6T;
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TAI
AND coNa WALL 5CHEDUD.E PLAN
) 5FACING.
'INUOUS 5ENTONITE LUATER STOP AT
L JOINTS
Eo
f=LICE MIN. 2 f5AR5 OF,
1/4 OF F051TIVE MONENT
F!EINFORCEMENT CONTINUOU5 OR
C:LA55 A TE51ON SIP11CLE
(:zREATE5T) AT 6LJFPfPl`l (T'f'fm.)
REINFORCErIENT 5EARING I
SCALE: N.T.S.
TEN51ON L,4F` 5FLICE LENG7�4
CL,45e
CONDITION
TEN51ON LAFP
SPLICE LENGTH
CLASS A
(A. PROVIDED) k2 X (A.
REGZUIRED�
4 PERCENT A. 5FPLICED
509.
CLASS B
OTHER CONDITIONS
1.31,
WHERE SIZE OF
NOTE:
I- DEVELOIll OF STRAIGHT DEFORMED BARS,
-rER
BARS OF
INCLUDING ALL
LAPP LARGER
MODIFICATION PAC. -JUST NOT BE LESS THAN 12 IN-
TORB, t
SIZE BARS
2. 1 z DEVELOPMENT LENGTH Cr DEFORMED BARS IN
TIENSION, IN.
OfR 0.3 L3 03L2 CF, 0.3
GREATER GREATER
0.12E)L
L3
INTERIOR
EINF-0fiRCEMENT
-AN END
)RCINr�
IMENT [)ETAIL
RE INFORCEI
LAN 5EARING JUALL
)LILE
M
eTA
571F
04 e 12 " O.C_
REINFORCE
*s a 0.c
U-
IS)
IL
END REINFORI
8EE 11 4
REINF-Cl
FLACEMIENT D
ROOF 81-145
5EE 1� IN
-40RIZ, REINFORC-Et-IENT
5EE FLAN 4 SHEAR:
JALL
5CHIEDULE
'�4 TIE8 12"
-Yf=,
/ERT. REINFORCEMENT
�EE FPLAN 4 SHIEAR
JALL
�CHIEDULE
REINFORCEMENT 5EARING LUALL OFEN1 G
,C4LE: NTS
7ENell DEVELOF�IENT LENGi7�4 I ir eC�4EEDL�LE
BAR SIZE
fc' (NOfi WEIGHT), pal
No.
3000
4000
5000
91000
5000
10000
3
I&B
14.3
12.0
120
12.0
12.0
4
2ZO
1110
11.0
15.S
135
12.0
S
2-1.5
23.&
21.3
le.4
16.13
iSz
&
33.0
285
25.5
23.3
20.3
la 0
1
452
4L2
36.8
34.2
2 e.a
263
55.0
41.0
42.0
3S.0
34 _0
30.0
62.1
53.1
4-1.4
44.0
3a,4
33.1�
10
r. 13.13
59LI
S3.4
4e.6,
43.2
�;5.1
I
71'e,
663
55.3
55.0
45.0
42.3
14
'33.2
-lef,
1 -11.2
1 66.1
1 1.&
DOS
16
124,2
011
S42
58.1
7o.a
NOTE:
1. DIEVIELOFMENT Or STRAIGHT DIEFOR-IrD BAR5, INCLUDING ALL MODIFICATION FACTORS, MUST
NOT BE
LF55 THAN 12 IN.
2. DIEVELOIPMENT LENGTH A50VE 16 FOR GRADE 60, UNCOATED, HORIZONTAL 50TTOM OR
VERTICAL
RE[NrORCEMENT IN NORMAL LUSIGHT CONCRETE.
3. TOF BARS ARE HORIZONTAL EARS WITH MORE THAN 12 IN OF CONCRETE CAST BELOW THE
BARS,
FOR TOP EARS MULTIPLY THE TABULATED VALUES BY 1-3.
�lFfRE6510N DEVELOFD�IENT LENGzTH 1&(ir) eC�4EDL
BAR SIZE
No.
fc' (NORMAL WrIGHT)pal
3000
4000
74444
3
B.2
a.0
5.0
4
11.0
la.5
e.0
5
13.1
11,1�
113
16�4
142
13 5
S�.2
I&.&
So
a
2 l.3
n.0
150
13
24.7
21.4
20.3
10
273
24.1
22e
I 1
30.13
26,8
1 25.4
1
3-1.1
321
1 30.5
4e.4
42.a
40 .6
NOTE:
1. DEVE�OIP`MENT OF 57RAIGHT DEFORT"IED BARS, INCLUDING ALL t'10DIFICA71ON FACTORS t-IU57
NOTBE
L.ES6 THAN 8 IN-
2. DEVELOF=MEN7 LENGTH ABOVE IS FOR GRADE 60 AND UI BARS.
NIDARD �400< EDEVELCf=�ILNT LE-Ni 1i
514P SIZE
fc' (NORMAL WEIGHT),psl
No.
3000
4000
�1000
6000
5000
10000
3
8U2
-1.1
&A
53
5.0
VSC_�-4E
4.5
4
II'o
�.E,
8.5
1.1
91.1
e C
91.0
5
13.1
11.9
10,6
5.1
5.4
&
&.4
14.2
21
1141
10.1
'30
�J. 0
I
n.2
16.9p
14.5
13.0
11.7
10.B,
a
215
15.0
11.0
15.5
13.4
12.0
S
24.1
21.4
n.1
TIE,
1
13.5
10
21a
24.1
216
lel
110
151.2
11
30.1�
2l
23�2
21.8
15,9
14
31.1
32]
25.1
291.2
22_7
0.3
18
4'3.4
42.8
38.3
35.0
103
21.1
LE
)L�Lf-z
NOTE:
1. DEVELOPMENT OF STRAIGHT DEFORMED EARS, INCLUDING ALL t-ICDIF[C4T1ON FACTORS, I -JUST NOT BE
LESS THAN THE LARGEROP Od OR 6, IN.
2. DEVELOPMENT LENGTH ABOVE 16 FOR GRADE 60 AND UNCOATED BARS.
3. cg NORMINAL DI4J-IETER OF BAR, IN.
)Wcm
T4AE, INC. - ARCHITECTURE 1, PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FIE 3331
STRUCTURAL AND MECHANICAL ENGIINEERI
BASE 4
INTERNATIONAL, INC.
9858 GI-ADES ROAD, #237
BIBOCA RATON, FLORIDA 33434
1,720,72BASE4
baseA com
ELECTRICAL ENGINEERING
g, 6� RDCE, INC.
57078 DIXIE HWY, #8
WEST PALM BEACH FLORIDA 33405
PHONE: 561 4369198
CERT. OF AUTH: #BWO
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 AN
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCED
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION C
TOE, INC., AND THE PROFESSIONALS OF RECORD. AN
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL 97 REPORTED TO TOP, INC.
P R 0 F E S S 1 0 N A IT 0 F R E C 0 R D
S E A L
Itilifil'i
I - A,
110 51199
ADAM GINSBi
12MI Y�LSY DW�
BOCA �TON, FL 33428
ROBIN ANDERSON, REGISTERED ARCHITECT - AR 9255�
THIS IS A CONFIDENTIAL DOCUMENT
Hl�, UOUUMEN I, AND IHL IN�U[�MAIIUN
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 17 IS NO LONGER IN USE FO
THE PURPOSE FOR WHICH IT WAS PROVIDED.
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B4-84-1501
DET41L5
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SHEET NUMBER
INITIAL SUBMITTAL DAT
4/12/17
57
SIF
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3/41, C
5EE ARCH. [)1*5 FOR CONCEALED
GzUTTER, ROOFING, rACIA, &OFFIT AND
STICIZ) WALL.
C�7;:Fzl
41I,It 3 I-oll �I`H �4 FOOTING 55E FLAN
5TEEL COL. TO FTG. AND ROOF 5TEEL
5C;ALI:: 3/4 = I'-rO'
=D)
4 11-c'll �
2 07 5AR
5OALE 2"=11-O'
1/4
6,riA 9,X3 4' LONS
CLIP JJ/ (4)1/4' DIA. X
1-3/4`EM5� TAPGON8
TO CONCJ.U�—�
E3R I D
3/4"=11-0"
IN5 AT TOP OF GONG
Tk 61-Et-1 LUALL CU/ S'6
1211 C.C. EACTF WAY
RT. ANI) HORIZ.
,AT EAOH 5TEEL r-OL.
#3 514R a all
STEEL E5EAM
SEE FI-AN
2-
1/4" 1 1/2'
A
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T4AE, INC. - ARCHITECTURE & PLANNIN
1AA26001228 & AR92559 (954)839-425
233 EAST ACRE DR., PLANTATION, FIL 333
STRUCTURAL AND MECHANICAL ENCINEF
APBASE 4
INTERNATIONAL, INC.
98M GI-ADES ROAD K37
BASE4BOCA RATON FLORIDA 33434
1.720.72BASE�
�.Ibase4.wm
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HWY, #8
WEST PALM BEACH, FLORIDA 33405
PHONE 561436 9198
CERT. OF AUTH: #BWO
T4AE, INC., AND ALL PROFESSIONALS OF RECORD
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIN
COMMON LAW COPYRIGHT AND ALL OTHER PROPER -
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS /
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCE
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION
T4AE, INC., AND THE PROFESSIONALS OF RECORD. A
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTU,
CONDITIONS SHALL BE REPORTED TO T4AE, JNC.
P R 0 F E S S 1 0 N A F 0 F R E C 0 R D
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ADAM GINSBURG, RE
1��ll ��Lzl 1.��
BOCA �WOI, rL 33 t8
ROBIN ANDERSON, REGISTERED ARCHITECT — AR 925
THIS IS A CONFIDENTIAL DOCUMENT
THIS DOCUMENT, AND THE INFORMATION
DEPICTED HEREIN, PERTAINS TO A SECURE
FACILITY DESIGNATED BY THE HOMELAND
SECURITY ADMINISTRATION AS "CRITCAL
INFRASTRUCTURE" AND MAY NOT BE SHAREI
WITH ANY PERSONS OR ENTITIES OTHER THA
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER. ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SHAL
DESTROY IT WHEN IT IS NO LONGER IN USE F
THE PURPOSE FOR WHICH IT WAS PROVIDED
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DRAWING SCALE
JOB NUMBER
AS NOTED
64-84-1501
DETAILS
otov
Go �nq
SHEET NUMBER
11111NITI —AITTAL D/
5-e�ol
4/12/17
DESIGN DATA
OUTDOOR DESIGN TEMPERATURES
CITY,STATE:
CRITICAL SPACE
SUMMER DRY BULB:
SUMMER WET BULB:
WINTER:
NON CRITICAL SPACE
SUMMER DRY BULB:
SUMMER WET BULB:
WINTER:
INDOOR DESIGN TEMPERATURES
WINTER:
SUMMER:
GENERAL NOTES
ST. LUCIE COUNTY. FL
99.3* F
88.2' F
22.0' F
91.7* F
77.7* F
38.9' F
72-76' F
72-76' F
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENT EDITION
OF THE FOLLOWING CODES/STANDARDS WHICH HAVE BEEN ACCEPTED BY THE
AUTHORITY HAVING JURIDICTION: MECHANICAL CODE, BUILDING CODE, NATIONAL
ELECTRIC CODE AND ALL LOCAL ORDINANCES.
2. ALL WORK SHALL BE COORDINATED NTH ARCHITECTURAL, STRUCTURAL, ELECTRICAL,
PLUMBING AND FIRE PROTECTION DRAWINGS.
3. REFER TO ARCHITECTURAL PLANS FOR EXACT CEILING GRID AND DIFFUSER
LOCATIONS.
4. ALL DUCT SIZES SHOWN IN THE PLANS ARE INSIDE CLEAR DIMENSIONS.
5. LOCATE ALL THERMOSTATS AT 44"-INCHES ABOVE FINISHED FLOOR UNLESS
OTHERWISE NOTED. EXACT LOCATION OF ALL THERMOSTATS SHALL BE APPROVED BY
THE ARCHITECT, INTERIOR DESIGNER, AND ENGINEER.
6. CONTRACTOR SHALL CLEAN ALL COILS AND REPLACE FILTERS AT SUBSTANTIAL
COMPLETION.
7. AIR CONDITIONING EQUIPMENT SHALL BE AS SPECIFIED. ARCHITECT AND ENGINEER
WILL REVIEW SUBSTITUTIONS FOR COMPATIBILITY.
8. SLEEVE AND SEAL ALL PIPING PASSING THROUGH WALLS, FLOORS AND ROOF
UNLESS NOTED OTHERWISE.
9. ALL CUTTING, PATCHING AND REPAIR WORK SHALL BE THE RESPONSIBILITY OF THE
TRADE INVOLVED.
10. THE MAXIMUM ALLOWABLE LEAKAGE FOR THE DUCTWORK IS 2%.
11. AIR HANDLER UNIT FILTER RACKS SHALL BE READILY ACCESSIBLE FOR
MAINTENANCE.
12. CONTRACTOR SHALL INSTALL HVAC SYSTEMS AS REQUIRED BY THE MANUFACTURER
TO INSURE QUIET OPERATION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
ELIMINATION OF ANY UNDUE VIBRATION OR SOUND, VIBRATION OR SOUND SHALL
NOT BE TRANSMITTED TO BUILDING STRUCTURE AND OCCUPIED AREAS,
13. NOT ALL SYMBOLS, NOTES AND DETAILS MENTIONED HERE ARE USED IN THIS
PROJECT.
14. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS. IF NOT
SPECIFIED, THEN USE TYPE "L." COPPER OR PVC WHERE ALLOWED BY CODE WITH
1/2" ARMAFLEX INSULATION. PROVIDE APPROVED WATER EVEL DETECTOR OR FLOAT
SWITCH TO AUTOMATICALLY SHUT DOWN THE AIR-CONDITIONING. UNIT, AS A
SECONDARY DRAIN SYSTEM TO COMPLY WITH LOCAL MECHANICAL AND BUILDING
CODE. SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD
CONDITIONS.
15. PROVIDE ALL CONTROL WIRING AND CONDUIT IN COMPLIANCE WITH NEC.
16. PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A
SMOKE DEVELOP RATING OF 50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM
E84.
17. INSULATE SUPPLY AND RETURN DUCTS TO A MINIMUM R-VALUE OF 6.0 UNLESS
INSTALLED IN A MECHANICALLY COOLED SPACE OR IN A CAVITY WHOSE EXTERIOR
WALLS ARE INSULATED, IN WHICH CASE THE R-VALUE MAY BE 4.2. ALL INSULATION
SHALL BE CLOSED CELL ELASTOMERIC.
18. IN HANDICAPPED ACCESSIBLE AREAS, MOUNT CONTROLS AT 44" ABOVE FINISHED
FLOOR.
19. PROVIDE FILTERS IN AHU'S DURING CONSTRUCTION. REPLACE WITH PLEATED MEDIA
FILTERS AT SUBSTANTIAL COMPLETION.
20. LOCATE WALL AND ROOF TERMINATIONS AT THE SAME RELATIVE ELEVATION AND
HORIZONTAL POSITION TO MAINTAIN AN UNIFORM APPEARANCE. WHEN IN DOUBT,
COORDINATE PLACEMENT WITH ARCHITECT, PRIME COAT AND PAINT EXTERIOR
TERMINATIONS TO MATCH BUILDING COLOR.
21. SLEEVE AND FIRE STOP PENETRATIONS THROUGH FIRE RATED SYSTEMS TO MAINTAIN
RATING OF SYSTEM. USE MINIMUM GALVANIZED STEEL GAUGE DUCT AS REQUIRED
TO MAINTAIN RATING OF SYSTEM.
22. PROVIDE MINIMUM 28 GAUGE GALVANIZED STEEL ROUND DUCT FOR DRYER AND
BATH EXHAUST. ALUMINUM IS ALLOWED IF 26 GAUGE PER STATE MECHANICAL CODE
AND ONLY IF 5 FEE AWAY FROM FIRE RATED PENETRATIONS.
23. ASSEMBLE DRYER DUCTS WITHOUT SHEET METAL SCREWS OR OTHER FASTENERS
EXTENDING INTO AIR STREAM. RUN EACH JOINT IN THE DIRECTION OF AIRFLOW TO
AVOID CATCHING LINT. SEAL JOINTS WITH NON-COMBUSTIBLE MATERIAL.
24. COORDINATE ALL HVAC SYSTEM DRAWINGS WITH TRUSS MANUFACTURER DURING
SHOP DRAWING REVIEW TO AVOID INTERFERENCES BETWEEN MECHANICAL SYSTEMS
AND ROOF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS
ASSOCIATED WITH TRUSS INTERFERENCES THAT OCCUR IN THE FIELD DURING
CONSTRUCTION. COORDINATE IN ADVANCE.
25. PROVIDE ENGRAVED TAGS FOR ALL CU'S. MOUNT TAGS PERMANENTLY ON CU'S AND
DISCONNECTS.
26, PROVIDE OUTSIDE AIR DUCTS AS GALVANIZED STEEL, EXTERNALLY INSULATED IN
CONDITIONED SPACES, AHU ROOMS AND CAVITIES BETWEEN CONDITIONED FLOORS.
27. PROVIDE AN AIR BALANCE REPORT FOR THE SUPPLY AIR SYSTEM OF EACH AHU ON
THE SCHEDULE. MEASURE THE AIRFLOW OUT OF EACH SUPPLY REGISTER AND
ATTEMPT TO BALANCE THE SYSTEM TO THE AIRFLOW LISTED ON THE HVAC PLANS.
LIST ANY DIFFICULTIES AND OBSERVATIONS. PERFORM THIS TEST AND BALANCE
BEFORE ANY DUCTS ARE CLOSED IN WITH DRYWALL. HAVE THE AIR REGISTERS IN
PLACE. PROVIDE TEMPORARY POWER AS REQUIRED. SUBMIT THIS REPORT TO THE
ARCHITECT ON CONTRACTOR LETTERHEAD. THE PURPOSE OF THIS PROCEDURE IS
TO DETECT AND SOLVE ANY AIRFLOW PROBLEMS WHILE OPTIMIZING THE SYSTEM.TEST
AND BALANCE SHALL BE CONDUCTED BY A SEPARATE CONTRACTOR (OTHER THAN
PROJECT HVAC CONTRACTOR) CERTIFED PER AABC OR NEBB.
28. GENERAL
28.1 PROVIDE LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR A COMPLETE SYSTEM
AS OUTLINED IN THESE SPECIFICATIONS AND AS SHOWN ON DRAWINGS.
28.2 VERIFY ALL EQUIPMENT VOLTAGE CHARACTERISTICS WITH AVAILABLE VOLTAGE USED AT
THE SITE PRIOR TO PURCHASING EQUIPMENT.
GENERAL NOTES
29. PRODUCTS
PRODUCTS: PROVIDE ALL EQUIPMENT AND
MATERIALS NEW UNLESS NOTED OTHERWISE. SUBMIT CATALOG
SHEETS AND/OR SHOP DRAWINGS OF ALL PATERIAL
AND EQUIPMENT FOR APPROVAL FROM
ARCHI TECT/ENGI NEER.
A. PIPING - PIPE FITTINGS SHALL BE
COMPATIBLE WITH THE APPLICABLE PIPE MATERIALS.
PROVIDE DIELECTRIC UNIONS FOR CONNECTIONS
BETWEEN DISSIMILAR MATERIAL PIPING.
B. VALVES - VALVES SHALL BE PRO�IDED
ON SUPPLIES TO EQUIPMENT AND COILS. VALVES OF
2-1/2" AND SMALLER SHALL BE BR014ZE
WITH THREADED BODIES FOR PIPE AND SOLDER -TYPE
CONNECTIONS FOR TUBING. VALVES Of"
3" AND LARGER SHALL HAVE FLANGED IRON BODIES AND
BRONZE TRIM.
C. DAMPERS - FIRE DAMPERS MUST
COMPLY WITH UL555 AND SMOKE DAMPERS MUST COMPLY
WITH UL555S PER THE FMC.
D. DUCTWORK - FABRICATE DUCTWOR
AS INDICATED AND IN ACCORDANCE WITH SMACNA.
CURVED ELBOWS SHALL HAVE A CENTERLINE
RADIUS NOT LESS THAN 1-1/2" TIMES DUCT SIZE,
PROVIDE TURNING VANES WHERE NOT
POSSIBLE. PROVIDE MANUAL VOLUME DAMPERS ON ALL
BRANCHES. INSULATE DUCT WITH MINIMUM
OF 1-1/2" THICK FOIL SKIN INSULATION.
E. EQUIPMENT - PROVIDE ALL EQUIPMENT
WITH HIGH EFFICIENCY MOTORS, EQUIPMENT TO BE AS
SPECIFIED ON DRAWINGS, INSTALLED WITH
ENERGY ISOLATING VALVES OR DEVICES TO PREVENT
ACCIDENTAL START-UP. INSTALL PER
MANUFACTURIER'S RECOMMENDATIONS.
29.1 AIR DISTRIBUTION DEVICES: GRILLE
REGISTERS AND DIFFUSERS SHALL BE BY ONE
MANUFACTURE WITH CONSTRUCTION MATI-RIAL,
FINISH AND ACCESSORIES AS SCHEDULED ON THE
DRAWINGS.
29.2 DUCTWORK PER HOTEL STANDARDS
SHALL BE: "GALVANIZED SHEET STEEL: COMPLY WITH
ASEEM A653/A653M"
29.3. GALVANIZED COATING DESIGNATION
G90 (Z275).
29.4. FINISHES FOR SURFACE EXPOSED
TO VIEW. MILL PHOSPHATIZED.
A. EXHAUST, DRYER VENTS, RANGE
HOOD VENTS AND OUTSIDE AIR INTAKE DUCTS SHALL BE
CONSTRUCTED OF GALVANIZED SHEE"
METAL. ALL SHEET METAL DUCTWORK SHALL BE SEALED
WITH A NON -HARDENING, NON -MIGRATING
MASTIC SEALANT. PROVIDE HOT -DIPPED GALVANIZED
STEEL FASTENERS, ANCHORS, RODS,
STRAPS AND ANGLES FOR SUPPORT OF DUCTWORK.
B. SUPPLY AND RETURN AIR DUCTWORK
SHALL BE CONSTRUCTED WITH CLOSED -CELL
ELASTOMERIC INSULATION.
C. SUPPLY AND RETURN AIR DUCT
WORK IN EXPOSED CEILING AREAS SHALL BE CONSTRUCTE
OF SPIRAL METAL DUCT AND COMPL"
WITH SMACNA.
D. SHEET METAL MATERIALS TO CO
PLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION
STANDARDS - METAL AND FLEXIBLE'
FOR ACCEPTABLE MATERIALS, MATERIAL THICKNESSES, AN
DUCT CONSTRUCTION METHODS UNLE
S OTHERWISE INDICATED. SHEET METAL MATERIALS SHALL
BE FREE OF PITTING, SEAM MARKS,
OLLER MARKS, STAINS, DISCOLORATIONS, AND OTHER
IMPERFECTIONS.
29.5 PIPING: REFRIGERANT LINES SHALL!BE TYPE ASTM B 208, TYPE ACR WITH ASME B16.50
WROUGHT COPPER FITTINGS. CONDENSATE PIPE AND FITTING SHALL BE PVC SCHEDULE 40 WITH
SOLVENT WELDS. I
30.1 THE MECHANICAL CONTRACTOR
SHALL PROVIDE WIRING DIAGRAMS AND BE RESPONSIBLE
FOR THE PROPER OPERATION OF THE MECHANICAL
SYSTEMS. THE MECHANICAL CONTRACTOR
SHALL FURNISH THE WRING DIAGRAMS TD
THE ELECTRICAL CONTRACTOR FOR COORDINATION
PRIOR TO THE ELECTRICAL CONTRACTOR
COMMENCING WORK.
30.2 TEST & BALANCE: THE DESIGNATED
TEST AND BALANCE COMPANY SHALL TEST,
BALANCE AND RECORD DATA FOR THE PERFORMANCE
OF THE AIR CONDITIONING SYSTEM,
INCLUDING SUPPLY, RETURN AND MAKELF)
AIRFLOW. THE TEST AND BALANCE WORK SHALL BE
PERFORMED IN ACCORDANCE WITH AABC
OR NEBB STANDARDS. UPON COMPLETION OF TEST AND
BALANCE WORK AND PRIOR TO REQUESTING
FINAL INSPECTION AND ACCEPTANCE OF THE
PROJECT, SUBMIT THREE (3) COMPLETE
-IOPIES OF THE TEST AND BALANCE REPORT TO THE
ENGINEER FOR REVIEW.
30.3 GUARANTEE: THE CONTRACTOR
SHALL GUARANTEE, THAT ALL WORK INSTALLED WILL BE
FREE FROM DEFECTS IN WORKMANSHIP AND
MATERIALS. IF DURING THE PERIOD OF ONE YEAR, OR
AS OTHERWISE SPECIFIED, FROM DATE OF
CERTIFICATION OF COMPLETION AND ACCEPTANCE OF
WORK, IF ANY DEFECTS IN WORKMANSHIP,
MATERIALS OR PERFORMANCE APPEAR, THE
CONTRACTOR SHALL, WITHOUT COST TO
THE OWNER, REMEDY SUCH DEFECTS WITHIN A
REASONABLE TIME.
30.4 PROPERTY DAMAGE: PROVIDE ALL
CUTTING AND PATCHING REQUIRED FOR THE PROPER
INSTALLATION OF MATERIALS AND EQUIPMENT
SPECIFIED IN THIS SECTION. DO NOT CUT OR DRILL
STRUCTURAL MEMBERS WITHOUT THE C014SENT
OF THE ARCH I TECT/EN GI NEER. CONTRACTOR SHALL
BE HELD LIABLE FOR ANY DAMAGE CALSED
BY HIS WORK UNDER THIS CONTRACT.
30.5 COMPLIANCE: ALL WORK AND MkTERIAL
SHALL BE SUBJECT TO INSPECTION AT ANY AND
ALL TIMES BY REPRESENTATIVES OF THE
ARCHITECT/ENGINEER. IF ARCHITECT OR ENGINEER OR
OWNER'S INSPECTOR FINDS THAT ANY MATERIAL
DOES NOT CONFORM WITH THESE DRAWINGS,
THIS CONTRACTOR SHALL, WITHIN THREE
WORKING DAYS AFTER BEING NOTIFIED BY THE
ARCHITECT/ENGINEER, REMOVE THE MATERIAL.
IF THE MATERIAL HAS BEEN INSTALLED, THE
ENTIRE EXPENSE OF REMOVAL AND REPLACEMENT
INCLUDING CUTTING AND PATCHING THAT MAY
BE NECESSARY, SHALL BE BORNE BY THIS
CONTRACTOR. WORK SHALL NOT BE CLOSED IN OR
COVERED BEFORE INSPECTION AND APPROVAL
BY THE ARCHITECT/ENGI NEER OR REPRESENTATIVE.
COST OF UNCOVERING AND MAKING REPAIRS
WHERE UNINSPECTED WORK HAS BEEN CLOSED IN
SHALL BE BORNE BY THIS CONTRACTOR.
30.6 CLEAN-UP: AT COMPLETION OF
WORK, THIS CONTRACTOR SHALL CLEAN UP
AND REMOVE ALL DEBRIS AND MATERItLS
NOT INSTALLED IN WORK, LEAVING
PREMISES CLEAN.
THE
FOLLOWING ARE MINIMUM MATERIALE
SPECIFICATIONS RECOMMENDED TO ACHIEVE A
SUBSTANTIALLY TIGHT INSTALLATION THAT
WILL LAST:
31.1
ALL MATERIALS
A. SHALL HAVE A MINIMUM PERFORMANCE
TEMPERATURE RATINGS PER L181(DUCTS),
UL181A (CLOSURE SYSTEMS FOR RIGID
DUCTS), UL18113 (CLOSURE SYSTEMS FOR
FLEXIBLE DUCTS) AND/OR UL 181BIV(MASTIC);
B. SHALL HAVE A FLAME SPREAD RATING
OF NO MORE THAN 25 AND A MAXIMUM
SMOKE DEVELOPED RATING OF 50 (ASTM
E84).
31.2
FACTORY- FABRICATED DUCT SYSTEMS
A. ALL FACTORY- FABRICATED DUCT
SYSTEMS SHALL INCLUDE UL 181 LISTED DUCTS
WITH APPROVED CLOSURE SYSTEMS
INCLUDING COLLARS, CONNECTIONS AND SPLICES.
B. ALL PRESSURE- SENSI TI VE TAPES
AND MASTICS USED IN THE MANUFACTURING OF
FLEXIBLE DUCTS SHALL BE UL 181BiTAPE)
OR UL 181BM (MASTIC).
31.3
FIELD- FABRICATED DUCT SYSTEMS
A. DUCTS: FIELD -FABRICATED DUCT
SYSTEMS SHALL BE UL 181.
B. MASTIC SEALANTS AND MESH:
1. SEALANTS SHALL BE UL 181BM,
NON -TOXIC, AND WATER RESISTANT;
2. SEALANTS FOR INTERIOR APPLICATIONS
SHALL PASS ASTM C731 (EXTRUDABILITY
AFTER AGING) AND ASTM 2202 (SLUMP
TEST ON VERTICAL SURFACES).
3. SEALANTS AND MESHES SHALL
BE RATED FOR EXTERIOR USE.
4. SEALANTS FOR EXTERIOR APPLICATIONS
SHALL PASS ASTM C731,C732 (ARTIFICIAL
WEATHERING TEST), AND D2202.
C. PRESSURE -SENSITIVE TAPES;
1. PRESSURE SENSITIVE TAPE �HALL
MEET THE REQUIREMENTS OF THE FLEX DUCT
MANUFACTURER.
SYMBOL
fz=OD =1
VID
OR `FD
A -
BID
SO
T-f
0
LEGEND
DESCRIPTION
SUPPLY DUCT (UP & DOWN)
EXHAUST DUCT (UP & DOWN)
RETURN AIR DUCT (UP & DOWN)
CEILING DIFFUSERS
CEILING RETURN AIR GRILLE
SIDE WALL REGISTER OR GRILLE
NEW DUCT - WIDTH x DEPTH
EXISTING DUCT TO REMAIN
FLEXIBLE DUCTWORK
SPIRAL DUCT
PIPE RISE UP
PIPE DOWN OR DROP
DUCT TRANSITION - CONCENTRIC
DUCT TRANSITION - ECCENTRIC
DUCT TRANSITION - RECT TO RIND
REFRIGERANT LINE
CONDENSATE WATER
MANUAL VOLUME DAMPER
SMOKE/CO SENSOR
THERMOSTAT/SENSOR
EXHAUST & VENT
GRAVITY LOUVER
FIRE SMOKE DAMPER
FIRE DAMPER
EXHAUST FAN
BALANCING VOLUME DAMPER
DUCT SMOKE DETECTOR
TRANSFER GRILLE, DOOR LOUVER, OR THRU-WALL DIFFUSER
CEILING -MOUNTED SQUARE SUPPLY DIFFUSER
F� �MPER
I
- ISUPPLY DIFFUSER !FACE SIZE
1 11 500 - INUMBER OF THE SAME SIZE DIIW�iER AIR FLOW RATE
SIDEWALL-MOUNTED SUPPLY DIFFUSER
Zj� �DAMPEIR
Fsl� illel ILFUS IFACE SIZE
Q_ ER
OF TRE SAME SIZE DIFFUSER JAIR FLOW RATE
CEILING SIDE -MOUNTED SUPPLY AIR GRILLE
1��MPER�
-
ISUPPLY GRILLE
!LACE-ESI ERATF
1 11
500
INUMBER OF
THE SAME SIZE GRILLE
AIR F
-
CEILING -MOUNTED SUPPLY
AIR GRILLE
mEa �MPER .
pj$[E
-
[S�_UP�Q�I�L�E
!FACE SIZE 1
157
00
INUMBER OF
THE SAME �;IZL GRILLE
FLOW RATE
-
]AIR I
CEILING
-MOUNTED
RETURN
AIR DIFFUSER
FUTT77M
-
IRETURN AIR DIFFUSER
IFACE SIZE
OF THE SAME
SIZE DIFFUSER
-
INUMBER I AIR FLOW RATE
CEILING
SIDE -MOUNTED
RETURN AIR GRILLE
F,
P5007
IRETU�N
AIR GRILLE
!FACE SIZE
OF THE SAME �;IZL 6KILUE
INUMBER IAIR FLOW RATE
SIDEWALL-MOUNTED
TRANSFER
GRILLE
FT7=
-
ANS GRILLE
!a-
IFAC SIZE
-
NUMBPROFT-HE-SAME SIZE GRILLE
1AIR FLOW RATE
CEILING -MOUNTED
EXHAUST GRILLE
!FACE SIZE
INUMBER OF THE SAME SIZE GRILLE
JAIR FLOW RATE
CEILING -MOUNTED
OA SUPPLY GRILLE
LOF
IFACE SIZE
NUMBA TR� 5ME SILE GRILLE
JAIR FLOW RATE
DL
DOOR LOUVER
100
MIN. AREA IN SQUARE
INCHES
CONTRACTOR NOTE THAT ALTERNATE SYMBOLS MAY BE USED IN
SOME CASES
NOTIFY ARCHITECT OF ANY SYMBOLS OR NOTATIONS THAT ARE NOT CLEARLY UNDERSTOOD
ABBREVIATIONS
DRAWING INDEX
AABC
ABV
ADA
AFF
AFG
AHAP
AHU
ARCH
BLDG
BSMT
BTWN
ASSOCIATED AIR BALANCE COUNCIL
ABOVE
AMERICAN DISABILITY ACT
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AS HIGH AS POSSIBLE
AIR HANDLE UNIT
ARCHITECT
BUILDING
BASEMENT
BETWEEN
MOO1 GENERAL NOTES LEGENDS AND ABBREVIATIONS
M101 DETAILS-1
M201 GROUND AND MEZZANINE LEVEL HVAC PLAN
M202 REFRIGERANT PIPING PLAN
M301 SCHEDULE
BTWN JTS
BETWEEN JOISTS
CAB
CABINET
CB
CATCH BASIN
CLG
CEILING
CO
CLEAN OUT
CONC
CONCRETE
COND
CONDENSATE
CONN
CONNECTION
CONT
CONTINUATION
CONTR
CONTRACTOR
CU
CONDENSING UNIT
CW
COLD WATER
CCU
CONDENSER UNIT
DBJ
DUCT BETWEEN JOISTS
DIA
DIAMETER
DAMPR
DAMPER
DN
DOWN
DP
DEEP
DRING
DRAWING
DS
DOWN SPOUT
DSN
DOWN SPOUT NOZZLE
EA
EACH
EC
ELECTRICAL CONTRACTOR
EF
EXHAUST FAN
EH
ELECTRICAL UNIT HEATER
EL
ELEVATION
ELEC
ELECTRICAL
EMS
ENERGY MANAGEMENT SYSTEM GE
ERAL NOTES REGARDING DETAILS
ENT
ENTERING
ER
EXHAUST REGISTER
EXIST
EXISTING
NOTES
SHOWN ARE STANDARD AND
FAI
FRESH AIR INTAKE
FID
FLOOR DRAIN
PROVIDED
FOR TYPICAL
FVD
FIRE VOLUME DAMPER
FLEX
FLEXIBLE
Cot
JSTRUCTION CONDITIONS AND ARE
FLR
FLOOR
FM
FROM APF
LICABLE WHERE OCCURS. ALL
FCU
FAN COALING UNIT
GA
GAUGE WO
RK SHALL BE IN COMPLIANCE WITH
GEN
GENERAL
GC
GENERAL CONTRACTOR NA�
ONAL, STATE AND LOCAL CODES.
GPM
GV
GALLONS PER MINUTE
GRAVITY VENTILATOR COP
ITRACTOR CONFIRM
HORIZ
HVAC
HORIZONTAL
HEATING, VENTILATING, A/C COP
ISTRUCTION OF ALL DETAILS WITH
IN
INCH
OW
4ER PRIOR TO START OF WORK.
INSUL
INSULATION
INV
INVERT
ALL
DETAILS AND WORK ARE SUBJECT
JITS
JOISTS
MAX
MAXIMUM TO
MINOR OWNER REVISIONS BASED
mc
MECHANICAL CONTRACTOR
MECH
MECHANICAL ON
:'ROJECT AND OWNER
MED
MEDIUM
MEZZ
MEZZANINE REQUIREMENTS,
AND
MFGR
MIN
MANUFACTURER
MINIMUM CONTRACTOR
-RECOMMENDED
MID
MAU
MOUNTED
MAKEUP AIR UNIT ALT=_RNATE
CONSTRUCTION MAY BE
MOD
MOTORIZED DAMPER ACCEPTED,
IF COMPLIANCE WITH ALL
NEBB
NATIONAL ENVIRONMENTAL
BALANCING BUREAU CODES
AND APPROVED DATA -CENTER
NITS
OA
NOT TO SCALE
OUTSIDE AIR CEFTIFYING
AUTHORITY.
OPNG
OPENING
PC
PLUMBING CONTRACTOR
PD
PRESSURE DROP
PLBG
PLUMBING
PRESS
PRESSURE
PRV
POWER ROOF VENTILATOR
FIT
POINT
PU
PACKAGED UNIT
RD
ROOF DRAIN
REF
REFERENCE
REFRIG
REFRIGERATION
REG
REGISTER
REQ'D
REQUIRED
RET
RETURN
RIC
RETURN IN COVER
RWL
RAIN WATER LEADER
RTU
ROOF TOP UNIT
SAN
SANITARY
SID
SMOKE DETECTOR
SIF
SUPPLY FAN
SHT
SHEET
SP
STATIC PRESSURE
SPF
SUPPLY PRESSURIZATION FAN
SUP
SUPPLY
T/Tc
TEMPERATURE CONTROL
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Y VERMAAS, PhD, PE
9858 Glades RoadA237
B.a Rawn, FL 33434
Date 2017.04.12
A
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T4AE, INC, - ARCHITECTURE 8, PU
AA26001228 & AR92559 (954)82
233 EAST ACRE DR., PLANTATION, I
STRUCIORAL AND MECHANICAL
BASE 4
INTERNATIONAL, 1
9858 GLADES ROAD, 4237
BASEBOCA RATON, FLORIDA 33434
I 72D.72BASE4
W.basa4wrn
ELECTRICAL ENGINEERING
RIDCE, INC.
5707 S. DIXIE HWY, #8
VVEST PALM BEACH, FLORIDA 3"40
PHONE: W1 � 91W
CERT.OFAUTH. 48WO
T4AE, INC., AND ALL PROFESSIONALS OF
HEREBY RESERVE THEIR INDIVIDUAL AND C(
COMMON LAW COPYRIGHT AND ALL OTHER I
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, I
IDEAS. THIS DOCUMENT IS NOT TO BE NET
WITHOUT FIRST OBTAINING THE WRITTEN PERL
T4AE, INC, AND THE PROFESSIONALS OF RE(
DISCREPANCY BETWEEN THIS DOCUMENT AN[
CONDITIONS SHALL HE REPORTED TO T4A
P R 0 F E S S 1 0 IN A L 0 F R E C
SYA L
ROBIN ANDERSON, REGISTERED ARCHITECT -
THIS IS A CONFIDENTIAL DOCUIV
THIS DOCUMENT, AND THE INFORMA
DEPICTED HEREIN, PERTAINS TO A S
FACILITY DESIGNATED BY THE HOME
SECURITY ADMINISTRATION AS "CRI
INFRASTRUCTURE" AND MAY NOT BE 1
WITH ANY PERSONS OR ENTITIES OTHE
AUTHORITIES HAVING JURISDICTION WI
WRITTEN CONSENT OF THE OWNER.
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DOCUMENT SHALL SAFEGUARD IT, ARE
DESTROY IT WHEN IT IS NO LONGER IN
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NOT TO SCALE
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THIS STANDARD DETAIL MUST BE 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR
REVIEWED AND SITE ADAPTED BY TRAP
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N
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TRAP SEAL SHALL BE 2" MIN.; ON
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UNITS LARGER THAN 3 TONS SHALL BE
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(e)
TRAP SEAL SHALL BE 2" MIN. TO 4"
MAX. PER S.B.C.C.I.-1002.4 WHERE
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NOT TO SCALE
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D.t.2017.04.12
T4AE, INC, -ARCHITECTURE& IPLANNI�
AA26001228 & AR92559 (954)839-42E
233 EAST ACRE DR., PLANTATION, FL 33:
STRUCTURAL AND MECHANICAL ENGINE[
141, BASE 4
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9� GLADES ROAD 9237
BOCARATON FLORIDA3��
BASE 1 720,72BASE4
base4 com
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S, DIXIE H�V)E #8
WEST PALM BEACH, FLORIDA �5
PHONE 561 �69198
CERT OFAUTH #8WO
T4AE, INC., AND ALL PROFESSIONALS OF RECORD
HEREBY RESERVE THEIR INDIVIDUAL AND COLLECTIP
COMMON LAW COPYRIGHT AND ALL OTHER PROPER
RIGHTS IN THESE DESIGNS, SPECIFICATIONS, PLANS
IDEAS. THIS DOCUMENT IS NOT TO BE REPRODUCI
WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION
T4AE, INC., AND THE PROFESSIONALS OF RECORD. /
DISCREPANCY BETWEEN THIS DCCUMENT AND ACTU
CONDITIONS SHALL BE REPORTED TO T4AE, INC,
P R 0 F E S S 10 N
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ROBIN ANDERSON, REGISTERED ARCHITECT — AD 92t
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 HE SHARE
WITH ANY PERSONS OR ENTITIES OTHER FLA
AUTHORITIES HAVING JURISDICTION WITHOUT
WRITTEN CONSENT OF THE OWNER, ANY
PERSON OR ENTITY IN POSSESSION OF THIS
DOCUMENT SHALL SAFEGUARD IT, AND SEAL
DESTROY IT WHEN IT IS NO LONGER IN USE F
THE PURPOSE FOR WHICH IT
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NOTE: EXHAUST PIPEOAND VENTQSHALL HAVE FLAPPER VALVES OR DAMPERS TO REMAIN CLOSED WHEN
GENERATOR IS NOT IN OPERATION
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233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERING
BASE 4
lw* INTERNATIONAL, INC.
9868 GLADES ROAD, #237
BOCA RATON. FLORIDA 33434
BASE 1.720,72BASE4
ELECTRICAL ENGINEERING
RDCE, INC.
6707 S. DIXIE HWY, #8
WEST PALM BEACH, FLORIDA 33405
PHONE: 551436 9198
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 WR17TEN PERMISSION OF
T4AE, INC., AND THE PROFESSIONALS OF RECORD. ANY
DISCREPANCY BETWEEN THIS DOCUMENT AND ACTUAL
CONDITIONS SHALL BE REPORTED TO T4AE, INC
IPROFESSI?,A E L A L OF RECORD
11 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
WRITTEN CONSENT OF THE OWNER. ANY
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FANS TO RUN CONTINOUSLY FOR VENTING OF DIESEL FUMES - SIZED BY GENERATOR VENDOR
AIR EXCHANGE FANS FOR HYPDXIC SYSTEM - 50 CFM EACH CONTINUOUS OPERATION, WITH SMOKE DAMPERS.
DAMPERS FOR BOTH FANS TO BE ACTIVATED BY SMOKE DETECTORS IN EITHER ADJACENT BATTERYOR
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T4AE, INC. - ARCHITECTURE & PLANNING
1AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERIN7
BASE 4
INTERNATIONAL, INC.
M8 GLADES ROAD, 0137
BOCA RATON, FLORIDA 33434
I 72072BASE4
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ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HVVY, #8
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PHONE: 561 4W 9198
CERI 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 TLLAE, INC
P R 0 F E S S 1 0 N A IF 0 F R E Q R D
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ROBIN ANDERSON, REGISTERED ARCHITECT - AR 92559
THIS IS A CONFIDENTIAL DOCUMENT
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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
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THERMOSTATS AND HUMISTATS
ALL CRAC UNITS AND NON -DUCTED FAN COIL UNITS TO BE
CONTROLLED BY THERMOSTATS INTEGRAL TO THE UNIT (NOT
SHOWN). ALL CRAC UNIT HUMIDIFIERS AND STAND-ALONE
HUMIDIFIERS TO BE CONTROLLED BY HUMISTATS INTEGRAL TO THE
UNIT (NOT SHOWN). ALL DUCTED FAN COIL UNITS (D.R. SPACE AND
ADMIN. AREA) TO BE CONTROLLED BY WALL MOUNTED
THERMOSTATS AS DESIGNATED BELOW, AND NOT TIED TO 0
UILDING
MONITORING SYSTEM.
ADDITIONAL STAND-ALONE DIGINAL THERMOMETERS AND HUMIDITY
SENSORS SHALL BE PROVIDED AND INSTALLED WHERE SHOWN AND
SHALL BE TIED TO "A" OR B` SIDE BUILDING MONITORING SYSTEM,
CORDINATE SELECTION AND EXACT LOCATIONS WITH OWNER PRIOR
TO INSTALLATION
THERIVICSTAT FOR DUCTED FAN COIL UNITS NOT TIED TO
BUILDING MONITCRING SYSTEM
TEMPERATURE SENSOR TIED TO BUILDING MONITORING SYSTEM
"A" SIDE
HUMIDITY SENSOR TIED TO BUILDING MONITORING SYSTEM
"B" SIDE
coPARTIAL ENLARGED HVAC PLAN
SCALE: 3/16' - T-O'
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3 TR
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3TR
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I.T. EQUIP. POP-B (B)
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FC-POPA-B
3TR
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FC-POPB-B
3TR
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ADMIN. OFFICES
AHU-AO
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—
FC FAN COIL UNITE - ALL TO BE WALL MOUNTED UNLESS NOTED OTHERWISE
INCLUDES MF7Z. LEVEL, STAIRWELL, SEC. OFFICF/CORRIDOR, DR CORRIDORS
MECHANICAL NOTES
1. CONDENSING UNITS TO BE MOUNTED AND LEVELED ON PRE -FABRICATED CONCRETE PADS OR PIERS.
2. SUPPLY RUNOUTS TO DIFFUSERS SHALL BE THE SAME SIZE AS THE EQUIPMENT CONNECTION
UNLESS OTHERWISE NOTED.
3. THE FIRST TEN FEET OF THE RETURN DUCT UPSTREAM OF AIR HANDLING UNITS AND FAN COIL
UNITS (IF ANY) SHALL HAVE 1' INTERNAL LINING. DIMENSIONS SHOWN ARE CLEAR INSIDE.
4. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR REFRIGERANT PIPE SIZING.
5. PAINT INSIDE OF ALL RETURN GRILLES BLACK UNLESS WAIVED BY OWNER..
6. ELECTRICAL CONTRACTOR SHOULD WIRE DAMPERS.
7. FIBERGLASS DUCT LINER IS NOT ALLOWED. DUCTS SHOULD BE LINED WITH
CLOSED -CELL ELASTOMERIC INSULATION, WHERE OCCURS
8. CONTRACTOR SHAL INSTALL 2 FALCON BMS SYSTEMS FOR HVAC UNITS. ONE SYSTEM FOR A -SIDE HVAC,
ONE SYSTEM FOR B-SIDE. ALL BMS SIGNAL CABLES SHALL BE HOME-RUNNED. NO DAISY CHAINING WILL BE
ALLOWED. A -SIDE AND B-SIDE SIGNAL CABLES SHALL BE COMPARTMENTALIZED FROM EACH OTHER. BMS
MUST MEASURE LEAVING AIR TEMPERATURE (LAT) OF EACH CRITICAL UNIT AND MUST BE ABLE TO SHUT THE
UNIT OFF IF LAT EXCEEDS THRESHOLD.
9. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING MOUNTED EQUIPMENT WITH
ELECTRICAL PLANS TO ENSURE THAT NO EQUIPMENT IS HANGING OVER ELECTRICAL EQUIPMENT.
10. CONTRACTOR COORDINATE THERMOSTAT LOCATIONS NTH OWNER.
11. FAN COIL UNITS TO BE RUN AT 50% CAPACITY, WHEN "A" SIDE UNIT FAILS, "B" SIDE SYSTEM
WILL RUN AT 100% CAPACITY AND VICE VERSA
OXYGEN SENSORS
FOUR OXYGEN SENSORS SHOWN TO BE PROVIDED BY HAFS SYSTEM VENDOR AND INSTALLED BY GENERAL
CONTRACTOR. TWO SHALL BE WIRED TO B.M.S. TO ACTIVATE EXHAUST FAN IN CORRIDOR WHEN OXYGEN LEVELS
BELOW 19% ARE DETECTED. TWO SHALL BE WIRED TO B.M.S, TO ACTIVE DAMPER IN TRANSFER GRILLE OF
CORRIDOR WHEN OXYGEN LEVELS BELOW 15% ARE DETECTED.
COORDINATE REQUIREMENTS WITH OWNER PRIOR TO CONSTRUCTION
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Date 2017.0 .
/7rcw-
T4AE, INC, - ARCHITECTURE 8, PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 333171
STRUCTURAL AND MECHANICAL ENGINEERING
A' BASE 4
INTERNATIONAL, INC.
9&% GI-ADES ROAD, �37
BASEBOCA �TON FLORIDA3��
I 720,72BASE4
w. base4mm
ELECTRICAL ENGINEERING
RDCE, INC.
5707S DIXIE HVVY,#8
WEST PALM BEACH, FLORIDA 33�5
PHONE 561 � 91M
CERT OFAUTH #8WO
A
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 I F R E C 0
Oado
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
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVINC 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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THERMOSTATS AND HUMISTATS
ALL CRAC UNITS AND NON -DUCTED FAN COIL UNITS TO BE
CONTROLLED BY THERMOSTATS INTEGRAL TO THE UNIT (NOT
SHOWN). ALL CRAC UNIT HUMIDIFIERS AND STAND-ALONE
HUMIDIFIERS TO BE CONTROLLED BY HUMISTATS INTEGRAL TO THF
UNIT (NOT SHOWN). ALL DUCTED FAN COIL UNITS (D.R. SPACE AND
ADMIN. AREA) TO BE CONTROLLED BY WALL MOUNTED
THERMOSTATS AS DESIGNATED BELOW, AND NOT TIED TO BUILDING
MONITORING SYSTEM.
ADDITIONAL STAND-ALONE DIGINAL THERMOMETERS AND HUMIDITY
SENSORS SHALL BE PROVIDED AND INSTALLED WHERE SHOWN AND
SHALL BE TIED TO "A" OR "B" SIDE BUILDING MONITORING SYSTEM.
CORDINATE SELECTION AND EXACT LOCATIONS WITH OWNER PRIOR
TO INSTALLATION
THERMOSTAT FOR DUCTED FAN COIL UNITS NOT TIED TO
BUILDING MONITORING SYSTEM
TEMPERATURE SENSOR TIED TO BUILDING MONITORING SYSTEM
"A" SIDE
HUMIDITY SENSOR TIED TO BUILDING MONITORING SYSTEM
"B"SIDE
PARTIAL ENLARGED HVAC PLAN
SCALE: 3/16" = 11-0"
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BELOW
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ml,11)
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ADMIN. OFFICES
AHU-AO
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CU-AO
3TR
I
FC = FAN COIL UNITIT - ALL TO BE WALL MOUNTED UNLESS NOTED OTHERWISE
- INCLUDES MF77. LEVEL, STAIRWELL, SEC. OFFICF/CORRIDOR, DR CORRIDORS
MECHANICAL NOTES
1. CONDENSING UNITS TO BE MOUNTED AND LEVELED ON PRE -FABRICATED CONCRETE PADS OR PIERS.
2. SUPPLY RUNOUTS TO DIFFUSERS SHALL BE THE SAME SIZE AS THE EQUIPMENT CONNECTION
UNLESS OTHERWISE NOTED.
3. THE FIRST TEN FEET OF THE RETURN DUCT UPSTREAM OF AIR HANDLING UNITS AND FAN COIL
UNITS (IF ANY) SHALL HAVE 1" INTERNAL LINING. DIMENSIONS SHOWN ARE CLEAR INSIDE.
4. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR REFRIGERANT PIPE SIZING.
5. PAINT INSIDE OF ALL RETURN GRILLES BLACK UNLESS WAIVED BY OWNER..
6. ELECTRICAL CONTRACTOR SHOULD WIRE DAMPERS.
7. FIBERGLASS DUCT LINER IS NOT ALLOWED. DUCTS SHOULD BE LINED WITH
CLOSED -CELL ELASTOMERIC INSULATION, WHERE OCCURS
8. CONTRACTOR SHAL INSTALL 2 FALCON EMS SYSTEMS FOR HVAC UNITS. ONE SYSTEM FOR A -SIDE HVAC,
ONE SYSTEM FOR B-SIDE. ALL BMS SIGNAL CABLES SHALL BE HOME-RUNNED. NO DAISY CHAINING WILL BE
ALLOWED. A -SIDE AND B-SIDE SIGNAL CABLES SHALL BE COMPARTMENTALIZED FROM EACH OTHER, BMS
MUST MEASURE LEAVING AIR TEMPERATURE (LAT) OF EACH CRITICAL UNIT AND MUST BE ABLE TO SHUT THE
UNIT OFF IF LAT EXCEEDS THRESHOLD.
9. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING MOUNTED EQUIPMENT WITH
ELECTRICAL PLANS TO ENSURE THAT NO EQUIPMENT IS HANGING OVER ELECTRICAL EQUIPMENT.
10. CONTRACTOR COORDINATE THERMOSTAT LOCATIONS WITH OWNER.
11. FAN COIL UNITS TO BE RUN AT 50% CAPACITY, WHEN "A" SIDE UNIT FAILS, "B" SIDE SYSTEM
WILL RUN AT 100% CAPACITY AND VICE VERSA
OXYGEN SENSORS
FOUR OXYGEN SENSORS SHOWN TO BE PROVIDED BY HAFS SYSTEM VENDOR AND INSTALLED BY GENERAL
CONTRACTOR, TWO SHALL BE WIRED TO B.M.S. TO ACTIVATE EXHAUST FAN IN CORRIDOR WHEN OXYGEN LEVELS
BELOW 19% ARE DETECTED. TWO SHALL BE WIRED TO B.M.S, TO ACTIVE DAMPER IN TRANSFER GRILLE OF
CORRIDOR WHEN OXYGEN LEVELS BELOW 15% ARE DETECTED.
COORDINATE REQUIREMENTS WITH OWNER PRIOR TO CONSTRUCTION
AFloomm-
T4AE, INC, - ARCHITECTURE & PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINEERIN7
BASE 4
INTERNATIONAL, INC.
�8GIUNDESROI
EOGA RATON, FLORIDA 33434
BASE 1.720.72BASE4
�..base4mm
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HM, #8
WEST PALM BEACH, FLORIDA 33405
PHONE: 661 �6 9196
CER7. OF AUTH: #8WO
T4AE, INC., AND ALL PROFESSIONALS OF RECORD,
HEREBY RESERVE THEIR INDIVDUAL 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, NO,, 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 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
SECURITY ADMINISTRATION AS "CRITICAL
INFRASTRUCTURE" AND MAY NOT BE SHARED
WITH ANY PERSONS OR ENTITIES OTHER THAN
AUTHORITIES HAVING JURISDICTION WTHOUT
WRITTEN CONSENT OF THE OWNER. AN
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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SHEET NUMBER
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M201.2
4/12/17
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REFRIGERANT PIPING PLAN
SCALE: 3/32" = V-011 INCLUDES POWER RM. WFAN COIL
SEE SHT. M202.2 FOR "B" SIDE CRAC UNITS
SEE SHT. M202.3 FOR NON-CRAC UNITS
SEE SHEET M202.2 FOR GENERAL NOTES AND NUMBERED NOTES
NO 63
C, , I , ,
1,O,NA
Y VERMAAS, PhD, PE
98580.k�R..d4237
B.. Rxm, FL 33434
Date 2047.04.12
17
4km
T4AE, INC, -ARCHITECTURE 11 PLANNING
AA26001228 & AR92559 (954)839-4258
233 EAST ACRE DR., PLANTATION, FL 33317
STRUCTURAL AND MECHANICAL ENGINDERM
BASE 4
%IIi, INTERNATIONAL, INC.
9858 GLADES ROAD, #237
BASEBOCA RATON, FLORIDA 33434
1.720,72BASE4
w"JimseAmm
ELECTRICAL ENGINEERING
RDCE, INC.
5707 S. DIXIE HWY #8
WEST PALM BEACH, FLORIDA 3W5
PHONE' 551436 9198
CERT, OF AUTH.: #8�
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 T0E, INC.
P R 0 F E S SI 0 N * L 0 F R E C 0 RE)
E A L
IROBIN 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
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IREV #1 DATE I REVISIONS MADE I
DRAWING SCALE
JOB NUMBER
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94-84-1501
"A" SIDE CROACbTs
REFRIGEW G PLAN
600
SHEET NUMBER
INITIAL SUBMITTAL DATE
M202.1
4/12/17
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SEE SHT. M202.3 F -CRAC UNITS
GENERAL NOTES
1, LINES SET BELOW GRADE AND THROUGH BERM TO BE ENCLOSED IN TRENCH CONTAINMENTWITH LID FOR
EASY ACCESS, COORDINATE SELECTION WITH OWNER. SET MARKED 1" PVC PIPE STAKES AT START POINTS, END
POINTSANDTURNS. PROVIDE OWNER WITH AS BUILT DRAWING SHOWING STAKE LOCATIONS.
NUMBERED NOTES - APPLY TO ALL REFRIGERANT PLANS
NOTE 1 LINES RUN BELOW GRADE, PROVIDE CONCRETE TRENCH WITH STEEL PLATE COVERS ACROSS
GENERATOR ACCESS.
NOTE 2 STACK LINES AND/OR RUN AGAINST FACE OF WALL ABOVE FOOTING, TO MINIMIZE DISTANCE OF LINES
FROM FACE OF WALL
NOTE3 THESE LINES TO RUN HORIZ. FROM COND. UNIT AND THEN UP FACE OF WALL, THEN PENETRATE
PARAPET AT +/-121 BELOW ADJACENT GRADE, TO RUN HORIZ. BELOW GRADE AT SURFACE OF ROOF
DECK AND THEN PIPE DOWN THROUGH ROOF DECK AT LOCATION OF NOTE 6A.
NOTE 4 TRENCH IN SLAB WITH STEEL PLATE COVER, WITH TOP SURFACE OF COVER FLUSH WITH TOP SURFACE
OF SLAB, CONTRACTOR COORDINATE DEPTH OF SLAB WITH MIN. REQUIRED STRUCTURAL THICKNESS
OF SLAB BELOW TRENCH, AND CONFIRM STRUCTURAL CAPACITY OF PLATE AND BEARING WIDTH AT
EDGES OF GRATE WITH MAXIMUM WEIGHT OF EQUIPMENT THAT MAY PASS OVER IT DURING
INSTALLATION OR REPLACEMENT. EQUIPMENT LOADS TO BE PROVIDED BY OWNER, AT POWER
CORRIDOR A, LINES IN TRENCH PASS INTO FLOOR PLENUM THROUGH WALL UNDER DOOR TO EQUIP.
ROOM 1. COORDINATE CONCRETE CUTTING FOR DOOR OPENING WITH OPENING FOR LINES.
NOTE 5 AT LOCATION SHOWN, OR OTHER POINT IN THIS AREA THAT IS CONVENIENT TO CONTRACTOR, ADJUST
POSITION OF LINES AS NEEDED TO MINIMIZE CROSSING LINES FOR THE REMAINDER OF THEIR RUNS.
NOTE SA THESE FOUR RUNS (ABOVE ROOF DECK) TO DROP THROUGH ROOF DECKAT THIS LOCATION (ABOVE
NOC/MONITORING OFFICE� AND THEN RUN HORIZONTALLY AT UNDERSIDE OF ROOF DECK
NOTE613 LINE PENETRATES FIRE RATED PARTITIONS AT UNDERSIDE OF ROOF DECK, AND CONTINUES
HORIZONTALLY UNDER ROOF DECK, TO DROP DOWN WALL OVER UNIT SERVED.
THIS LINE TO RUN HORIZONTAILLYAT UNDERSIDE OF UPPER ROOF DECK OF MEZZANINE
NOTE6C (NOC/MONiTOR'S OFFICE), AND THEN TURN ATTHAT SAME ELEVATION, THEN TO DROP DOWN AT THIS
LOCATION, ALONG WALL OF MONITORS OFFICE, AND THEN THROUGH FLOOR SLAB OF MONITORS
OFFICE, CONTINUING DOWN ALONG WALL DIRECTLY INTO UNIT SERVED
THIS LINE TO RUN HORIZONTALLYAT UNDERSIDE OF UPPER ROOF DECK OF MEZZANINE
(NOC/MONITOR'S OFFICE), AND THROUGH WALL BETWEEN MONITORING STATION AND MONITOR'S
NOTE61D OFFICE, CONTINUING HORIZONTALLY ALONG UNDERSIDE OF ROOF DECK AT THAT SAME ELEVATION,
THEN DROP DOWN ALONG WALL AT THIS LOCATION, THROUGH FLOOR SLAB OF MONITORS
OFFICE,AND THEN TO TURN EAST HORIZONTALLY THROUGH WALL INTO POP B SPACE ATTHE
ELEVATION NEEDED TO CONNECT TO THE UNIT SERVED
LINES FOR THIS UNIT FC-DR-A DROPS DOWN THROUGH ROOF AT LOCATION OF NOTE 6A AND THEN
NOTE 7 TURNS EAST THROUGH EXISTING WALL INTO CEILING PLENUM AT UNIT
PIPE RUNS UP EXTERIOR FACE OF NEW WALL, AND PENETRATES WALL AT UNDERSIDE OF ROOF DECK,
NOTE 8 TO THEN RUN HORIZONTALLY AT THAT ELEVATION AN D THEN DROP DOWN ABOVE UNIT SERVED.
LINE TO PENETRATE EXISTING RETAINING WALL ABOVE LOBBY CEILING AND BELOW LOBBY ROOF DECK.
NOTE 9 CONTRACTOR NOTE THAT LINES ABOVE LOBBY CEILING MAY HAVE TO BE BENT IN AN ATYPICAL
MANNER TO ACCOMMODATE CEILING AND ROOF PLANES OF OF VARYING SLOPES.
LINES TO GO UP FROM GRADE AT NEW WALL AND PENETRATE AT UNDERSIDE OF ROOF DECK ABOVE
NOTE 10 BREAK ROOM, AND RUN WEST AT THAT ELEVATION - SEE OTHER NOTES FOR TERMINATIONS
LINES PENETRATE EASTING WALL AT UNDERSIDE OF FLOOR SLAB ABOVE SECURITY CORRIDOR, AND
NOTE I I CONTINUE AT THAT ELEVATION A��: : () 1:; :!:: �;: �:ERVS��', UNIT
IN POP A, AND THROUGH HORIZ.ICHASE AND THEN ON FACE OF WALL BOVEDOORHTINM IRA
� I I - I - - - - - - I - �_ -_ , - - - A
ALL OF THESE LINES COME UP FROM GRADEATTHIS LOCATIONAND RUN UPFACEOFWALL. THEY Z 1
NOTE 12 PENETRATE WALL AT UNDERSIDE OF ROOF DECK AND CONTINUE AT THAT HEIGHT UNTIL THEY TURN
DOWN TO BELOW RAISED FLOOR SYSTEM AT THE UNIT SERVED. WHERE LINES ARE SHOWN
PENETRATING WALLS BEYOND THIS POINT, THEY SHALL BE ROUTED THROUGH EXISTING OPENINGS
FORMERLY USED FOR DUCT, OR THROUGH NEW OPENINGS IN NEW WALLS AS SHOWN ON
ARCHITECTURAL PLANS
NOTE 13A LINES RUN BELOW GRADE FROM UNIT AND THEN RUN UP FACE OFWALL AT THIS LOCATION, AND
PENET
NOTE 13C LINES PENETRATE NEW WALL AT ELEVATION OF UNDERSIDE OF ROOF DECK AT GENERATOR ROOM,
THEN PENETRATE WALL OF GENERATOR ROOM AT THAT SAME ELEVATION
NOTE 14 LINE DROPS DOWN SURFACE OF WALLTO ELEVATION OF UNDERSIDE OF ROOF DECKOF BATTERY
ROOM, THEN PENETRATES WALL AND RUNS HORIZONTALLY70 DROP DOWN DIRECTLYABOVE UNIT
SERVED
NOTE - LINE PENETRATES WALL AT UNDERSIDE OF ROOF DECKAND TURNS DOWN TO RUN ALONG FACECF
15 WALL DOWN TO SLAB, AND THEN HORIZONTALLY UNDER CRAC UNIT TO CONNECTION
NOTE 16 LINES CONTINUETO RUN HORIZONTALLY AT UNDERSIDE OF ROOF DECK, PENETRATING WALL ABOVE
DOOR
NOTE 17 CONTRACTOR PROVIDE RIGID PVC SLEEVE UNDER CONCRETE WALK, MIN. 2" LARGER IN DIAMETER THAN
BUNDLED REFRIGERANT LINES
NOTE 18 LINE FROM BREAK ROOM TO CONTINUE ALONG UNDERSIDE OF RCOF DECK, AND DOWN TO UNIT
SERVED
NOTE 19 LINE AT UNDERSIDE OF ROOF DECK AND ALONG WALLS = WRAP LINE WITH INSULATION AND ENCASE IN
PROTECTIVE HORIZONTAL RUNWAY CONSTRUCTED OF 1-5/8" MTL. STUDS AT MIN. 16�'O.C. WITH TWO
LAYERS 5/8" TYPE "X'GYP. BID, AND ONE LAYER 112" CEMENT BOARD COVERED WITH 1/2' STUCCO.
NOTE 21 CONTRACTOR COORDINATE ROUTING OF FEE. LINES FROM THIS LOCATION TO OUTDOOR UNITS, AFTER
COORDINATION WITH ARCHITECT AND OWNER. ALL LINES SHALL BE MARKED, AND LOCATIONS OF ALL
UNDERGROUND LINES SHALL BE STAKED AND MARKED AFTER INSTALLATION
6 6
3
ANNE11n
RY VERMAAS, PhD
R858GIa&sRP.d4237
B..R.ImFL33434
Dste2017.04.12
74IR
T4AE, INC, - ARCHITECTURE 1, PI
AA26001228 & AR92559 (954)8
233 EAST ACRE DR., PLANTATION,
STRUCTURAL AND MECHANICAL
BASE 4
INTERNATIONAL,
9M8 GLADES ROAD, #237
BOCA RATON, FLORIDA 33434
BASE
1.720.72BASE4
ELECTRICAL ENGINEERING
RDCE, INC.
5707S. DIMEHWY,48
WEST PALM BEACH, FLORIDA 3M
PHONE 561436 9198
CFRT. OF AUTH.: 48800
T4AE, INC., AND ALL PROFESSIONALS OF
HEREBY RESERVE THEIR INDIVIDUAL AND
COMMON LAW COPYRIGHT AND ALL OTHER
RIGHTS IN THESE DESIGNS, SPECIFICATIONS,
IDEAS. THIS DOCUMENT IS NOT TO BE RE
WITHOUT FIRST 03TAINING THE WRITTEN PEI
T4AE, INC., AND THE PROFESSIONALS OF R
DISCREPANCY BETWEEN THIS DOCUMENT A
CONDITIONS SHALL BE REPORTED TO Tz
P R 0 F E 5 S 1 0 A AAP-ej F R E C
40
ROBIN ANDERSON, REUSTERED ARCHITECT
THIS IS A CONFIDENTIAL DOCU
THIS DOCUMENT, AND THE INFORN
DEPICTED HEREIN, PERTAINS TO A
FACILITY DESIGNATED BY THE HON
SECURITY ADMINISTRATION AS "OF
INFRASTRUCTURE" AND MAY NOT BE
WITH ANY PERSONS OR ENTITIES OTT
AUTHORITIES HAVING JURISDICTION
WRITTEN CONSENT OF THE OWNER
PERSON OR ENTITY IN POSSESSION
DOCUMENT SHALL SAFEGUARD IT, k
DESTROY IT WHEN IT IS NO LONGER 11
-HE PURPOSE FOR WHICH IT WAS P
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