HomeMy WebLinkAboutPlansTOWN CENTER p A P K
CITY OF. SUNNY
INDEX OF SHEETS
s LES
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LIG H'TING I MPROVEMENTS
N.T.S.
N
MAYOR:
VICE MAYOR:
COMMISSIONER:
COMMISSIONER:
COMMISSIONER:
I
lk
NORMAN S. EDELCUP
ROSLYN BREZIN
GERRY GOODMAN
DANNY IGLESIAS
LEWIS THALER
3ET Ls
FOR BIDDING PURPOSES ONLY
CGA PROJECT No.: 06 -5723
FILE No.: 065723- E —COVR —SHEET
I
6' HIGH CHAINL.INK . FENCE--
Cast Aluminui
Dome Tc
(Ball Top optiona
Eyebolt (optional)
Glass Tube—
Porcelain Socket —
H,I.D. Ballot
Components-
3" x 5" x 4,5" H.
Door Opening for
Anchorage and
Wiring Access
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Label Qty
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Description
Lamp
A
51
BOL/NA39//E13LCIP
BOLLARD
CLEAR 100W MH NEW LUMINAIRE
P -M 100 /600
❑
B
6
GARDCO GULWING
G13- 2XL -175MH
CLEAR FLAT GLASS
CLEAR 175W MH
NEW LUMINAIRE
6' HIGH CHAINL.INK . FENCE--
Cast Aluminui
Dome Tc
(Ball Top optiona
Eyebolt (optional)
Glass Tube—
Porcelain Socket —
H,I.D. Ballot
Components-
3" x 5" x 4,5" H.
Door Opening for
Anchorage and
Wiring Access
ZW_
O
8' HIGH
i.,HAINLINK F IENCE-
,`
SCHEDULE
a- t'�i•1PFN�iIG�' t
Label Qty
'1£NQN
Description
Lamp
A
51
BOL/NA39//E13LCIP
BOLLARD
CLEAR 100W MH NEW LUMINAIRE
P -M 100 /600
❑
B
6
GARDCO GULWING
G13- 2XL -175MH
CLEAR FLAT GLASS
CLEAR 175W MH
NEW LUMINAIRE
eel
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GARDCO GULWING
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CLEAR 175W MH EXISTING LUMINAIRE
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EXIS
PAN
GARDCO GULWING
M 8013- 1- 3XL- 175MH- UW- OLP- LF -PfF2
CONTACT JESSICA STANLEY AT SESCO MITING
FOR ORDERING INFORMATION
PHONE 054- 474 -9888
I
ALUMMUM POLE
GAROCO:
MOOMPM- ST8 -12 -72 -81.P
BASE COWER
ANCHOR DOLT
SITE LIGHT DETAIL - "B"
SCALE: NTS
LUMINAIRE
SCHEDULE
Symbol
Label Qty
Catalog Number
Description
Lamp
A
51
BOL/NA39//E13LCIP
BOLLARD
CLEAR 100W MH NEW LUMINAIRE
P -M 100 /600
❑
B
6
GARDCO GULWING
G13- 2XL -175MH
CLEAR FLAT GLASS
CLEAR 175W MH
NEW LUMINAIRE
0
e
C
19
GARDCO GULWING
G1 3-2XL-1 75MH
CLEAR FLAT GLASS
LENS
CLEAR 175W MH EXISTING LUMINAIRE
DESIGNED T.W. ► �IIOO 'i r•
DATE OCT. 2006
DRAWN T.W. 4 SurWyM F MM M
DATE OCT. 2006 1800 Eller Drive, Suite 600
Fort Lauderdale, Florida 33316
CHECKED R.W.R Phone: 964.921.7781 Fax 964.921.8807
N BY
[DATE OCT. 2006 N Certificate of Authorisation 514
TOWN CENTER PARK
CITY OF SUNNY ISLES BEACH
FLORIDA
h- ;tC.'! i C1/7cTIAIr` ccovtrr oArry
POWER PLAN
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IN F
I" _ 20
FLORIDA LICENSE NO. 20957
,CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
R$ THE IAWI,.--7
11- WO- M-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
SCALE SHEET
1 20'
PROJECT No E101
06 -5723
CAD FILE
008723 -9101- 6102 -M -PW AF
ELECTRICAL NOTES
1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE ADOPTED EDITION
OF THE NATIONAL ELECTRIC CODE, N.F.P.A., LOCAL CODES, ORDINANCES, INCLUDING ALL
AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE
UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND
SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES.
2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND
SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL
BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT,
OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN
HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED.
3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST -CLASS
WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF
THIS SYSTEM BY THE ENGINEER MUST BE A CONDITION OF THE SUB CONTRACT.
4. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE
PROGRESS OF CONSTRUCTION.
5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD
OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE.
6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE
REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN
DAMAGED THEREBY.
7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF
PROPERTY DAMAGE FOR THE DURATION OF THE WORK.
8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS.
9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND
TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER AND
TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION.
10. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL
BE 12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH
THWN /THHN INSULATION. CONDUCTORS 10 AWG AND SMALLER MAY BE SOLID; ALL THOSE 8 AWG
AND LARGER TO BE STRANDED.
11. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4 ", GALVANIZED RIGID STEEL CONDUIT OR
SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL
IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC
PAINT, COPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL
SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR
OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING.
12. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK TYPE.
ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION
PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND
INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS.
13. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE
MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER
ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL
BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS L.
14. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE
CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL
SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN
PROPER WORKING ORDER.
15. _A SEPARATE, GREEN TYPE THWN COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF
EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET
BOX. DEVICE MOUNTING SCREWS 'SHALL NOT BE CONSIDERED AN AP'RROVEO GROUND.
A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RA _ II'...;r r
SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE
GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 -122 OF THE N.E.C.
CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR.
16. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN.
VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING.
17. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR
IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS.
18. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE
MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D "; HOWEVER, COMPARABLE EQUIPMENT
BY G.E. & SIEMENS ONLY WILL BE ACCEPTABLE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS
SHALL NOT BE USED.
19. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL
SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. WHERE RIGID STEEL
IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST- RESISTANT BITUMASTIC
PAINT, COPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE.
20. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY
AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE
ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO 'MEET THE OWNERS SCHED.
21. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID
GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. THERE SHALL BE NO TYPE 'NM', ELECTRICAL
NON- METALLIC TUBING, & FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM
NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). "MC" TYPE CABLE
SHALL NOT BE USED AS HOME RUNS. THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C.
REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL.
22. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS:
208V SYSTEM
240V (HIGH LEG)
SYSTEM
480V SYSTEM
NEUTRAL -
WHITE
NEUTRAL
- WHITE
NEUTRAL
- WHITE /STRIPE
PHASE A -
BLACK
PHASE A
- BLACK
PHASE A
-BROWN
PHASE B -
RED
PHASE B
- ORANGE PHASE B
- PURPLE
PHASE C -
BLUE
PHASE C
- BLUE
PHASE C
- YELLOW
GRD.CON -
GREEN
GRD.CON -
GREEN
GRD.CON
- GREEN
23. CONTRACTOR
SHALL
BE RESPONSIBLE FOR
SEALING ALL CONDUIT
PENETRATIONS MADE THROUGH
FIRE RATED
WALLS,
CEILINGS, SLABS, ETC.
PENETRATION
SEALS SHALL BE PER U.L. ASSEMBLY
STANDARDS.
4
6
UCIHTNG
=2
24, CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH
COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO
BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF
EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO MARKED WHEN INSTALLED. USE OM TO
INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE aM TO INDICATE FIELD CHANGES.
UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO,
AND BECOME PROPERTY OF THE ELECTRICAL ENGINEER.
25. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR
ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE
ATTENTION OF THE ELECTRICAL ENGINEER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS
WITH &ff CHANGES TO THE CONTRACT DOCUMENTS, WITHOUT WRITTEN PRIOR APPROVAL FROM
THE ELECTRICAL ENGINEER, CONTRACTOR WILL NOT BE COMPENSATED.
PANEL SCFEDUL.E-" Rr EXISTM
Rded Vd bp: . 0/t1101V 1PHAW Mwwbdwo: of MowMln6: awfusi
RNNATRPC(00b" am SPACES: 12 , As -AR: REiTROOMBUILDNI• Typ: NMI
Edo: MLA PNI" NOL QY3A0 A.I.O. 19 KAIC
DESIGNED
DATE
PANEL SCHEDULE A
RMN VoNatpi: 01t "w WHO=
RMd AWN (ICY b" WW TH" SPAOr:
Odic 2M
RVA
EXIS'r
88MMCOMIro: il■MENS
Loaoia:: PARK( NORTH $08)
Proloot Na t!6%i1.08
WA
MaNdaS:
Typo:
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NL'MA4X
n Km
GFAW 0000MOTM
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0.76
MaM:
A
MCB
0.67
prapd No. VIEWS
10•lrr
2D12
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2
3
0.78
B
MfA
a67
4
6
UCIHTNG
=2
10.112"
W.P
0.83
RCPT
A
1:60
PH
MW
12 Vr
=I
RECEPTACLE LOAD
6
7
1
0.63
RESTROOM BULDM
ANEL
B
1.60
0L0D
1.20
121/7'
=I
RECEPTACLE LOAD
i
!
UC*ffm
02
10.1re
2
0.63
0.00
A
1.60
B
an
12117'
20M
RECEPTACLE LOAD
110
11
S -0"
1
0.83
am
B
1.80
A
848
12-IW
2112
RECEPTACLE LOAD
12
13
LK*ffNG
=2
1M17
1
ale
A.
1.80
B
!
14
16
M'
M16
SPACE
t
!
SPACE
SPACE
1i
17
Uc*ff i
2wl
104W
0.20
SPACE
A
11
SPACE
0.80
12 Wr
20N
TRIER 1
1t
B
SIPACE
an
B
SPACE.
B
SUF AL CONNECTED LOAD:
aeo
12-Vr
wn
TIMER 2
3!
211
WA" FOUNTAIN
: SUBTOTAL CONNECTED LOAD
as
CONNECTED LOAD PHASE A:
0.80
Al.
. 000
1.2D
286
note 1
10012
RESiROOM PANEL
22
23
BUNTER PUMP
02
10.112"
8.8
note 2
1.44
81
0.00
0.00
676
LN"M
W
26
1.2
W63
1.44
A
TOTAL OONSECTED LOAD:
9.8
SPRINKLER CONTROL. PANEL
0t
27
SIPARE
RECEPT. CONiEOM LOAD:
1.20
B
nob 6
phg% at aaaaoLd
SPACE
21
Sol
SIPACE
066 1
TOTAL COMPUTED LOAD:
10 KVA
nobs
tho nv lohoad:obd
A
0.0
: SUBT'OTAL CONNECTED WAD
OONECTED LOAD PH ASE'A:
SPACE
36
31
hsd ood&cw
1.3
nob 1
vs*=x O C.P.D. ift �nnpYb
OONECTE6 LOAD PHASE S:
an
t ii
a.6!
a• Rq■t
BLO
NBTII PANBL B
7HDaq
32
33
a6D
Lil
a 66
34
OONEC= CONTINUOUS LOAD 010016:
*UE1W&OONNEC=LOAMj
nob 3
in . Aw on fid bad
ai
I aS
ss
6.2
9.1
7.6
616
: SUB'TOTAL CONNECTED LOAD
nob 4
CkF.C.L type ohaCT<k*dw
OONECTW LARD PHASE A:
OONECTED LOAD PHASE B:
TM& 0ONN SOM WAR
RECBPT. CXX NBCTBD LCIA[k
146
17.7
311
a1
RECEPL OONNEMED LOAD:
0.0
CONTINUOUS i LARGEST U07M 0 26%:
CONNECT MOTOR LOADS Q 100%:
CONNECTED OCNTNUOUS LOAD 0100%:
RECEPTACLE COMPUTED LOM
TOTAL COMPUTED LOAD:
3.3
13.3
13.3
8.1
38
1N
KVA
AMPS
nob 1
nob 2
nob 3
n04
rata 6
rob a
rota 7
vw* max MC.F.D. w& namepbM
b*" okonl bnkw
n0n.00RaRCrd bad
QF.C.L typo okoul6naloet
phdo Dot o0dnabd
time swloh oo*cbd
nw&@do had a0daobr
PANEL SCFEDUL.E-" Rr EXISTM
Rded Vd bp: . 0/t1101V 1PHAW Mwwbdwo: of MowMln6: awfusi
RNNATRPC(00b" am SPACES: 12 , As -AR: REiTROOMBUILDNI• Typ: NMI
Edo: MLA PNI" NOL QY3A0 A.I.O. 19 KAIC
DESIGNED
DATE
PANEL. SCHI DULE "R1"
Cddn, `.GQ{"1{� w 6 ��M I1�:.
TOWN CENTER PARK
EXISTW
APPROVED '� W. SCALE SHEET
FLORIDA
• Swv
Tbbd VdbW.
010!12611
1PHAW
T.W.
OCT. 2008
MmdYdwm of
Men":
Howdy:
surfs"
CHECKED
Rd d ARIA: (Go b"
Rath AMC (On 6"
10tA
SPAIN:
12
Looaiae: EAST SIDE OF RESTROOM
rps:
IWMA 1
MaM:
Maly:
MCB
prapd No. VIEWS
prof" Na we"
A.LC.
A.LO.
1• KMC
KVA
MfA
KVA
OWN= OBINIM7fON
OWAW00N MTIDN
W.P
AwWnm
RCPT
mw Caro
umm
PH
MW
MW Cato
-MN
AvMall:oMQ
WA
OrROLN1'DBDNSIM710N
1
1
RESTROOM BULDM
ANEL
5012
3-1412
0L0D
1.20
2.88
A
a13
wr
lllt
3012
E WTM CIRCUIT
tom
2
3
0.00
0.00
6.78
B
an
4
4
6
SPACE
S -0"
1
am
A
A
848
M"
IBIS
NEW PARK
LMMIi
SPACE
6
7
SPACE
1
31
a40
B
!
NEN BOU ARD
02
M'
SPACE
t
!
SPACE
SPAIN
A
SPACE
If
11
SPACE
11
LNNTi
B
an
B
SPACE.
12
SUF AL CONNECTED LOAD:
0.0
1!
a8
13
NE1Y BOLLARD
202
&S
: SUBTOTAL CONNECTED LOAD
as
CONNECTED LOAD PHASE A:
41
OONT1N K)US & LARGEST MOTOR 0 26%:
0.3
note 1
,,m, muL O.CLP.D. w6 swo pbb
CONNECTED LOAD PHASE S
6.8
CONNECT MOTOR LOADS Q 100%:
8.8
note 2
bok*b drool brnbr
191
LN"M
CONNECTED OONTNLKXM LOAD 0100%:
1.2
W63
noo-oaog en -Ind
B
TOTAL OONSECTED LOAD:
9.8
RECEPTACLE COMPUTED WAD:
0.0
rots 4
QF C.L We *Ovk bedw
RECEPT. CONiEOM LOAD:
0.0
A
nob 6
phg% at aaaaoLd
SPACE
1t
SLE70T'ALCCONEC7EO LOAD
066 1
TOTAL COMPUTED LOAD:
10 KVA
nobs
tho nv lohoad:obd
1.3
0.0
: SUBT'OTAL CONNECTED WAD
OONECTED LOAD PH ASE'A:
2.8
42 AMPS
rob7
hsd ood&cw
1.3
PANEL SCFEDUL.E-" Rr EXISTM
Rded Vd bp: . 0/t1101V 1PHAW Mwwbdwo: of MowMln6: awfusi
RNNATRPC(00b" am SPACES: 12 , As -AR: REiTROOMBUILDNI• Typ: NMI
Edo: MLA PNI" NOL QY3A0 A.I.O. 19 KAIC
DESIGNED
DATE
PAIN. SCHEDULE B
Cddn, `.GQ{"1{� w 6 ��M I1�:.
TOWN CENTER PARK
NEW
APPROVED '� W. SCALE SHEET
FLORIDA
• Swv
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1PHAW
T.W.
OCT. 2008
100010 hm 4111BN"1A308AL1SDOTS
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No E102
06 -5723
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Rd d ARIA: (Go b"
100A
SFAM:
1S
LOaa -1 : PARK (NORTH SIDE)
TIM:
1101MA43(
Dais . ot. Authorization 514
MaM:
MLA
prapd No. VIEWS
A.LC.
n KAIC
KVA
ANA
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RCPT
COW. LOAD
MUM
PH
W"
cow WD
MOTOR
MMM
acp
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1
NEDII BOLLARD
LIGHTS
2812
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lllt
NEW PARK
ume
2
3
an
B
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4
6
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6
7
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1
31
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NEN BOU ARD
02
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SPAIN
»
11
LNNTi
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B
SPAEB
12
13
NE1Y BOLLARD
202
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A
SPATES
14
191
LN"M
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B
SPADE Ile
17
SPARE
A
SPACE
1t
SLE70T'ALCCONEC7EO LOAD
066 1
3.S 1
0.6
ae
1.3
0.0
: SUBT'OTAL CONNECTED WAD
OONECTED LOAD PH ASE'A:
2.8
OONTPIUOUS & LARGEST M07M Q 2616:
1.3
nob 1
vs*=x O C.P.D. ift �nnpYb
OONECTE6 LOAD PHASE S:
28
CONNECT MOTOR WADS 010016:
0.0
nob 2
bdW6 cku* b sd wT
OONEC= CONTINUOUS LOAD 010016:
6.2
nob 3
in . Aw on fid bad
TOTAL O6NN1WM LOAD.
6.2
RECEPTACLE COMPUTED LOAD:
0.0
nob 4
CkF.C.L type ohaCT<k*dw
RECEPL OONNEMED LOAD:
0.0
nob 6
phdo oe1 oodrobbd
TOTAL COMPUTED LOAD:
7 KVA
nee
dwnrbhmkobd
27 AMPS
nob?
hsd oodwww
PANEL SCFEDUL.E-" Rr EXISTM
Rded Vd bp: . 0/t1101V 1PHAW Mwwbdwo: of MowMln6: awfusi
RNNATRPC(00b" am SPACES: 12 , As -AR: REiTROOMBUILDNI• Typ: NMI
Edo: MLA PNI" NOL QY3A0 A.I.O. 19 KAIC
DESIGNED
DATE
T.W.
OCT. 2008
Cddn, `.GQ{"1{� w 6 ��M I1�:.
TOWN CENTER PARK
ELECTRICAL RISER
APPROVED '� W. SCALE SHEET
FLORIDA
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LICENSE N0. 20957
N . T. S
DRAWN
DATE
T.W.
OCT. 2008
1806 Eller Drive, Suite 600
Fort Lauderdale, Florida 93316
CITY OF SUNNY ISLES BEACH
AND°`)E�
No E102
06 -5723
CHECKED
R.W.R
;Phone: 984.921.7781 Fax 954.921.8807
0
FLORIDA
PANEL SCHEDULES
CLAD FILE
NO DATE RLMSKiN BY NO DATE REVISK1Nl By DATE
OCT. 2008
Dais . ot. Authorization 514
DATE OF