02-930-1670
- -............ ........................................................ ....................... .................. ................................. ................... ........... ._............................_....._............................................ ............................. ............................................ ---..................................................
(LOCATED 4 4rd FLOOR NORTH ELEC. RM) (LOCATED s 4rd FLOOR NORTH ELEC. Rl"l.)
150 A. M.L.O. PANEL "4HN" 120i 208v, 3 0 4 W.
CKT
IS E R V E S
C. B.1
P
I K.V.A.
WIRE-COND
CKT
S E R V E S
C.B.
P
K.V.A.
WIRE-COND
1
2
BATHROOM LTS.
20
1
I. 8
*12-1/2'C
3
A/C UNIT
b0
3
145.0
4%-34'C
4
5ATHROOM LTS.
20
1
1.6
#12-1/2'C
5
1
6
CORR. RECEPT.
20
1
1.0
*12-1/2'C
7
CORK LTS
20
1
1 1.8
M2-1/2'C
8
GORR RECEPT.
20
1
1.0
*12-1/2'C
9
CORR LTS.
20
1
1. 5
*12-1/2'C
10
TEL- RECEPT.
20
1
1.0
*12-1/2'C
11
El1JC
20
1
1.0
*12 -1/2 -C
12
SPACE
13
EX
20
1
1.0
M2-1/2'C
14
ELECT W LTS.
20
1
o. 2
*12-1/2'C
15
EXTERIOR LTS.
20
1
1.1
*12-V2'C
16
ROOF RECPT.
20
1
0.4
*12-1/2'C
17
EM
20
1
1.0
012-1/2'C
18
ROOF E,F-2
20
1
0.1
*12-1/2'C
19
EUJC
20
1
1.0
*12-!/ 'C
20
SPACE
21
SPACE
22
SPAGE
23
SPACE
24
SPACE
25
1 SPACE
26
SPACE
27
SPACE
28
SPACE
29
SPACE
30
SPACE
31
SPACE
32
SPACE
33
SPACE
34
SPACE
35
SPAGE
36
SPACE
37
SPACE
38
SPACE
39
SPACE
40
SPACE
41
SPACE
42
SPACE
CONNECTED K.V.A. _ (f) TOTAL AMPS
FEEDER : 4 * 1/0-o/2'C. (#) SEE CALCULATION'S
CALCULATIONS FOR PANEL 4HN
LIGHTING LOAD 17. 6 <W ^125 % 22.0 <UJ
FU i l R-= LIGPTING 4. 4 <UU 'a!25% E. 5 <u
DES T OF LOAD 41.1 <W e1i00% 41.1 <J
TOTAL LOAD
14. ro <W e 20R 3 P !4eE 89 A.
0
150 A. M.L.O. PANEL "4HS" 120i 208v, 3 V 4 W.
CKT
S E R V E S
C.B.
P
I K.V.A.
WIRE---COND
CKT
S E R V E S
C.B.
P
K.V.A.
WIRE---COND
1
2
5A T PROOM LTS.
20
1
L S
112-1/21C
3
A/C UNIT
60
3
45. D
4*b 3/4'C
4
54TPROOM LTS.
20
1
1.5
*12-1/2 •C
5
6
GORR RECEPT.
20
1
1.0
*12-1/2Ic
7
CORR. LTS
20
1
1.8
*12-1/2'C
S
CORK. RECEPT.
20
1
L 0
012-'/2'C
9
CORK LTS.
20
1
1.5
*12-V2'C
10
TEL- RECEPT.
20
1
1.0
M2-1/2'C
11
E111G
20
1
1.0
M2-!/2'C
12
EWC
20
1
1.0
*12-1/2'C
13
SPACE
14
ELECT R'1 LTS.
20
1
0.2
M2-�/2'C
15
EXTERIOR LT5.
20
1
0,8
M2-1/2'C
16
ROOF Ri=cPT.
20
1
0.4
012-1/2'C
17
OA-1 (ROOF)
30
1
1. 1
M0-1/2'C
18
ROOF EF-3
20
1
0.1
*12-1/2'G
19
SPACE
20
E.F-I
20
1
1.2
M2-1/2'C
21
SPACE
22
Ep-1
20
1
1.2
M2-1/21C
23
SPACE
24
SPACE
25
SPACE
26
SPACE
27
SPACE
28
SPACE
29
SPACE
30
SPACE
31
SPACE
32
SPACE
33
SPACE
34
SPACE
35
SPACE
36
SPACE
37
SPACE
38
SPACE
39
SPACE
40
SPACE
41
SPACE
42
SPACE
CONNECTED K.V.A. _ (_) TOTAL AMPS
FEEDER : 4 * v0-1/2'G.
(*) SEE CALCULATIONS
CALCULATIONS FOR PMEL
4HN
L [OPTING LOAD
1i. (o
<W e125
22.0
<W
Ell T UR, E L!GP 1 INC;
4. A
<W 21!2E i%
5. 5
KUJ
ZEST OF LOAD
41. 1
<W e 100%
41. 1
<w
TOTAL LOAE)
14. o
<11
4. 1 KUU
s
20E 3 FPASE =
a9
A.
- - _4th & 5th FLR _TENANTS (TYPICAL OF 20)
� FUTURE �.. -120i 208v. 3 # 4 W. �
150A. M.L.O. PANEL 'A' (10K AIC) I
CKT
S E R V E S
C.B.
P
K.V.A.
WIRE-C-ON D CKT
S E R V E S
C.B.
P
K.V.A.
WIRE-COND
1
AC UNIT
40
2
6.0
* a - 1/2' C.
2
AC UNIT
40
2
b. 0
* S - 1/2' C.
3
4
5
LT5. GENERAL
20
1
1.0
* 12 - 1/2' C.
6
LTS. GENERAL
20
1
to
* 12 - 1/2' C.
7
RECEPT. GENERAL
20
1
1.0
* 12 - 1/2' C.
8
RECEPT. GENERAL
20
1
L 0
* 12 - iR' C.
9
SPACE
10
SPACE
11
12
13
14
15
16
17
18
19
20
21
22
23
24
MECP. DAMFIER
20
1
0.5
* 12 - 1/2' C.
25
26
27
28
29
30
rnNNJFr.TFn V VA = rt3 Tr)TA! AkADQ - e� P5
FEEDER 4 * 1/0, 1 * b (GRD-) - 2' C. (•) SEE CALCULATIONS
AG LOAD 12000va
L1GHT[S[5 4 RECEPTS 2600 sq.ft. Q 43 kw 11700va
23100v2
23100/ 205 x 1.132 = 65 amRa
120/208v 30 - 4W
1000A M.G.B. PANEL "MDP" SURFACE
CKT
S E R V E S
A M P S
C.B.
FR.
P.
WIRE - CONDUIT CONDUIT
REMARKS
A
B 0
C 0
N
1
PANEL 'H'
105.4
105.4
105. 4
105. 4
150
-
3
4* 1/0 -1 *b(G)-Z'C
MAIN ELECT Rf~N
2
PANEL 'H2'
Im. 5
109. 5
109. 5
109. 5
150
-
3
4* 1/0 -1 *bCC )-2'C
MAIN ELECT R I
3
PANEL '4HN'
89
89
Be
89
150
-
3
4* 1/0 -1 *bCCs)-2 `G
ELECT Rt'" 4th FLOOR
NORT
4
PANEL '4H5'
8`3
SS
8S
89
150
-
3
4* 1/0 -1 *b(G)-2'C
ELECT FZI 4th FLOOR
SOUTH
5
ELEVATOR * 1
150
150
150
-
400
-
3
2 SETS EACH OF
3* 3/0 4 1* 3CG)-2'
5ASED ON 50 HP
PROVIDE SPLINT TRIP.
E
1 *
ELEVATOR 2
150
150
150
-
400
-
3
2 SETS E ACP OF
3 3/0 4 I YG Ze
5ASED ON 50 HP
PROVIDE SPLINT TRIP.
7
SPAGE
8
SPACE
SUB TOTAL AMPS
693
bg3
6g3
393
FEEDER : 5EE R15ER
25 % LARG. MOTOR
38
38
38
-
TOTAL AMPS
131 1
131
F131 1
353 1
PERMIT SET
Q 'NER/C)E�(ELOPER�
THEPLAZA
,�
co:v,PANY
SUITE 4�0
4%. O S.W. 72 AVENUE
MIAMI, FLORIDA 33155
305.662.142E�l
57,
7300 S.W. 57 COURT
CITY OF SOUTH t�IfIAMI
SOUTH MIAMI FLORIDA 33143.:
ANTONIO FRANYIE
FE #11640 MECH
losFE 15M5 ELECT
r.-.: VIVlANA FRANYIE au"
FE 141915 MECH
lof 0 NW 27 Street MIAM1 FL 33T72
C30S)S•1360 •FAX L�OSi5k�11�
,,
eenwineerscom
CHANDLER AND ASSOCIATES
ARCHITECTURE, PA.
AA aoo3oso1►!�
5940 S.W. 73RD STREET
SOUTH MIAMI, FI,oRIDA 33143
TE • C14 669-7592
FAX c0M 6W793t
carxucfrr 2"
Nfl. DATE REVISION
NO. DATE REVISION
DRAWING TITLE
ELECTRICAL
SCALE
DATE: ,� �. �
PROJECT N - 9902.2
>IQ
710-M
u�� 1rr sir
CONDO UNT'8
�
.. �
1-�
1�-
DRAWING NO:
9
A,4FlGN
DRA D10-03
-
JOB NUMBER 9e-148 (2003)
4