11-1162-001W
w
s`
f�
ELECTRICAL SCHEDULE CED EXISTING li - - -- - --
PANEL "C" BUS: 150A MB. VOLTAGE: 150 /240,10,3W
LOCATION: STORAGE POLE: 24
Cir.
location
watts
volts
wire
BRK
COND.
remarks
1--7
Lights k Rccep.
4,053.51
120
#12
20
1/2
1,351.17SF. x 3w sq.ft.= 4,053,51 W
1500 w each circuit
8
BATH (GFI)
700
120
#12
20
1/2
EXISTING
9111
STOVE /OVEN
12000
240
#6
50
1
EXISTING
10,12
WATER HEATER
5000
240
110
30
3/4
EXISTING
13
REFRIGERATOR
15001
120
#12
20
1 2
1 EXISTING
14,16
Small appl. (GFI)
2000
120
#12
20
1/2
EXISTING
15
WASHER
1500
120
#12
20
1/2
EXISTING
17.19
DRYER
5000
240
#10
30
3/4
18120
A/C (WALL UNITS)
5000
240
X110
30
3/4
EXISTINQ
ADDITIONAL CIRCUIT
@ ENCLOSURE
21.23
LIGHTS & RECEPT.
353.01
120
J12
20
1/2'
117.6751`. x 3+x sq.ft.= 353.01 W
1500 w each circuit NEW
24,25
SPARE
-12.40'
TOTAL WATTS- 37,106.52 WATTS
THE FIPST 10000 Watts 4 1007: = 10,000 w
REMAINING 27,106.520 40% = 10,342.603 W
AIR CONDIT. 0 1257 = 6.250.0 watts
TnTAI = 97 1147 Ann WATTC
TOTAL AMPS NEEDED: 27,092.608 W/240 V = 112.88 AMPS
REQUIRE 150 AMPS SERVICE PANEL
UPGRADE SERVICE AS REQUIRED
LEGEND
(MATERIALS ; INDICATION)
SYMBOL
DESCRIPTION
=100%
EXISTING LIVING AREA
I
EXISTING 8' CBS WALL
ADDITION
= 117.67 SQ.FT.
= 1.157
NEW i" CBS WALL
= 1,468.84SQ.FT.
EXISTING AND NEW 4" PARTITIONS WALL
ASPHALT & PAVING
EXISTING WINDOW TO BE REMOVED
= 7,517
EXISTING BRICK WALL TO BE DEMOLISHED
3 -2/0 THHN CU -
IN 2" CONDUIT
FROM FPL SERVICE
METER
ELECTRICAL L
GROUND ONE #2
CU IN 3/4" PVC
CONDUIT TO C.W.P
GRADE LEVEL
3 -2J0 [HHNW CU
150 150
AMP LP
MAIN AMP
ELECTRICAL LEGENDS
DUPLEX RECEPTACLE
SQ SMOKE DETECTOR
INCANDESCENT FIXTURE - CEILING MOUNTED
SINGLE POLE SWITCH
ELECTRICAL EQUIRPANEL
SWITCUING ARRANGEMENTS
CEILING FAN w /LIGHT
dx%
GFI GROUND FAULT INTERRUPTER
WP WEATHERPROOF GROUND
1121 ELECTRIC CO. METER
STEEL _0•_ -__,..
FOOTER
(2) 5/8X10' -0"
GROUND RODS 6' -0"
APART AND DRIVEN
T - TO A MIN. 3' -0"
BELOW GRADE LEVEL
ELECTRICAL RISER DIAGRAM
SCALE: N.T.S.
LOT COVERAGE
NET AREA
= 10,212.5 SQ FT
=100%
EXISTING LIVING AREA
= 1,351.17 SQ.FT.
= 13,23%
ADDITION
= 117.67 SQ.FT.
= 1.157
TOTAL BUILDING AREA
= 1,468.84SQ.FT.
= 14,387
ASPHALT & PAVING
= 767.5554 FT
= 7,517
GREE SPACE
= 7,976.11 SQ FT = 78.11%
I-
SEE FLOOR PLAN ABOVE FOR REFERENCE
I.. ELECTRICAL, NOTES:
1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEC. LATEST EDITION,
AND ALL LOCAL CODES AND ORDINANCES. i
"- 2) WIRING, UNLESS OTHERWISE NOTED, TO BE SOFT -DRAIN COPPER WITH THW/THWN
I 600 VOLTS INSULATION MIN. SIZE SHALL BE #12 FOR POWER WIRING AND #14 FOR
CONTROL WIRING. CONDUIT SHALL BE RGS OR IMC FOR EXTERIOR RUNS, EMT FOR
_ CONCEALED AND INTERIOR RUNS NOT EXPOSED TO WEATHER OR MECHANICAL DAMAGE,
PVC MAY BE USED UNDERGROUND WHERE BURIED 1S" AND PROVIDED WITH',A GROUND
t._ WIRE AS PER NEC 250.
'- 3) ALL CONVENIENCE OUTLETS SHALL BE GROUNDED TYPE, WITH FACTORY INSTALLED LEAD.
4) ALL LIGHTING FIXTURE AND OUTLETS,ETC., SHALL BE INSTALLED AS SHOWN IN PLANS AND
i IN PROFESSIONAL MANER, FULLY OPERATIVE BY A LICENSED ELECTRICAL CONTRACTOR.
^_- 5) PLANS ARE GENERALLY DIAGRAMATIC, ELECTRICIAN 1S TO COORDINATE HIS WORK WITH
I.. OTHER TRADES, AS REQUIRED, AND TO FEED CONNECT - CONTROLS FOR A /C, HEATER, WATER
` HEATERS, AND ANY OTHER ELECTRICAL REQUIREMENTS FOR EQUIPMENT TO WORK
PROPERLY.
6) ALL ELECTRICAL MATERIALS ( SWITCH, PLATES, CONVENIENCE OUTLETS, ETC.) TO BE
APPROVED BY U.L. AND BEAR THE U.L. LABEL.
7) PANELS TO BE SQUARED "D" ITE, GE, OR APPROVED EQUAL TO COMPLY WITH THE TYPE
SPECIFIED IN THESE DRAWINGS.
8) ,TYPE "NM" GROUNDED COPPER CABLE, AS MANUFACTURED BY "ROMEX" OR APPROVED
-° EQUAL MAY BE USED WHERE IN PARTITIONS AND INTERIOR SPACES.
"ROUNDIN G SHALL COMPLY WITH NEC. 250 AND SHALL CONSIST OF COPPER
1- :;aNDUCTORS IN CONDUIT WITH BOLTED OR BRAZED CONNECTIONS TO COLD WATER
PIPE AND GROUND RODS, ALL METALIC RACEWAYS SHALL BE GROUNDED.
9) PROVIDE SMOKE DETECTOR AS INDICATED HEREIN. SUCH SMOKE
pETECTOR SHALL INTERCONNECTED AND SHALL BE POWERED OFF BY A
«. DATH OR KITCHEN CIRCUIT W/ 110 VOLT MIN. WITH BATTERY BACKUP
L_
DOORS SCHEDULE
FRAM E
AREA
WIND LOAD
(ONE STORY RIDG.)
TYPE
s i z �
!E3 i ca
(SQ.FT.)
MATERIAL.
OUANT.
(Z4) P• --(25) P- (Z4,Z5) Pi-
A
REMARKS
a3'
-O "x 6' -8"
4-3/1
20.0
STEEL
2
--45.9
-57.2
43.2
NEW EXTERIOR DOORS -
WINDOW SCHEDULE
AREA
FRAME
WIND LOAD
z
W
ONE STORY BLDG.
LL
TYPE
CODE
ma i z e
(SQ-FT-)
s i t
MATERIAL
QUANT.
(Z4) P -(Z5) P- (Z4,Z5) P+
REMARKS
23 SH
38 x 39
9.9
N/A
ALUMINUM
2
47.9
=fi1.5
45.1
-- HEALTH DEPT. NOTES
- 1) ALL FINISH WORK TO BE DONE AS TO ELIMINATE ALL OBSTACLES TO CLEANINGS
2) ALL ELECTRICAL CONDUIT MUST BE CONCEALED IN WALL, ABOVE THE CEILING
- - OR UNDER THE FLOOR, UNLESS OTHERWISE REQUIRED BY CODES
3) ALL SURFACE PENETRATIONS, CRACKS MUST BE SEALED. ALL EXISTING SURFACE
THAT HAS CRACKS, HOLES TO BE FIXED. ALL FLOORS, WALL TO BE SMOOTH
SEE FLOOR FLAN ABOVF FOR REFERENCE
O8"X8" STARTER COLUMN W/2 #5 BARS do # 3 TIES 0 8" O.C.
PROVIDE CONNECTIONS BEYTWEEN EXISTIN AND NEW WALL
ONE #5 VERTICAL REINF. IN CONCRETE FILLED BLOCK CELL
Cpl ANY OPENING 3 FEET TO 8 FEET BUT NOT TO EXCEED
8 FEET IN LENGTH & 0 EVERY 4'
14"x16- W/ 2 #5 REINF. BARS CONT. IN CONCRETE FOOTING.
SEE TYPICAL WALL SECTION FOR DETAILS
LEGAL DESCRIPTION
LOT 2. BLOCK 1, OFCAMBRIDGE LAWNS PARK
ACCORDING TO THE PLAT THEREOF AS
RECORDED IN FLAT BOOK 50, PAGE 4, OF
THE PUBLIC RECORDS OF MIAMI --DADE COUNTY, FLORIDA.
SW 62ND AVENUE
(55' TOTAL RIGHT --OF -WAY)
"- ---2.0' ASPHALT PAVEMENT--\ I
i�
u�
Cl)
INTRUSION AND BURGLARY SECURITY.
1) ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE ,OF'RESIST,NG i1 FORCE,`OF300 LBS. APPLIED IN
ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARD
2) SLIDING GLASS DOORS SHALL BE PRIVIDED WITH SL!0l!,LG DOORS a5AD •130LT-S ola -A BOLT OR PIN NOT
REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT- THC.-JAMB, -HEAD, SILL OFD. AT - MEETING OF MULLIONS.
THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK AREA' �T6- NfAINYAIN BOLT STRENGTH
EFFECTIVENESS IF NECESSARY, AND SUCH DOORS SHALL HAVE-WO SCREWS REMOVABLE FROM THE
OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE
3) GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE ANSI (AMERICAN NATIONAL STANDARD
INSTITUTE) SEC. STANDARD 2971
4) SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONTRUCTED SO THAT
NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN ON THE LOCKED POSITION AND SO AS TO
COMPLY WITH THE ARCHITECTURAL ALUMINUM
MFGS. ASSOS. STANDARD FOR FORCED ENTRY RESISTANCE AAMA 1303.3
SEFEGUARDS NOTES:
1. THE GLAZING IN SLIDING AND SWINGING DOORS AND
IN SHOWER TO TUB ENCLOSERES, INCLUDING ANY
GLAZING WITHIN 60" OF THE FINISHED FLOOR
SURFACE IN WALLS SURROUNDING ANY TUB OR SHOWER
ENCLOSURE, SHALL BE SAFETY GLAZING AS SET FORTH
IN SUBPARAGRAPH 3503.3 (a)(5)
2. OPERABLE OR NON - OPERABLE GLAZED PANELS LOCATED
ADJACENT TO A DOOR IN THE SAME PLANE SHALL BE
OF SAFETY GLAZING AS DEFINED IN SUBPARAGRAPH
3508.3 (a)(5) HEREIN AND WHERE THE NEAREST
EDGE OF THE GLAZING MATERIALS IS WITHIN 12"
FROM THE DOOR IN THE CLOSED POSITION AND
SCOPE OF WORK (AS -BUILT ENCLOSURE AND ADDITION I
1) PROVIDE NEW STRUTURAL COMPONENT FOR CARPORT
ENCLOSURE AND ADDITION.
2) PROVIDE ELECTRICAL, PLUMBING, ROOF PLANS
3) PROVIDE PLAN FOR FENCE
5'
NEV G' STEP j
A B 8 A �nM;
i" y
GFI „ ''x" `� �1 +. `?- ..
E(t)
'
WHOSE BOTTOM EDGE IS LESS THAN 48" FROM 21 EW LOCATION
OF WINDOW
DOOR NOTES: THE WORKING SURFACE,
1. EVERY CLOSET LATCH
PEN HE DOOR FROM INSIDE THE CLOSET. FFE = 10.50'
2. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW E ■
OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN A
LOCKED.
S'TC.)I" iAGiE INDOW TO RE
3. DOORS SHALL BE SWINGING OR SLIDING. RELOCATED
O O SPACE TO BE 10'
4. NO DOORS IN ANY MEANS OF ESCAPE SHALL BE LOCKED BLOCKED UP , I GFI
AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL P -
LOCKING DEVICES THAT IMPEDE OR PROHIBIT EGRESS E ■
OR THAT CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED. GFI Vr-
■
EXT'G. E
E BEDROOM � EYT'C,a.l_IVINEi R.
Oa
E#(I--
� �a
4' C
�
FFE = 10150` C 2 I
B
n
ELEVATION OF STORAGE AREA C 1 �I
43P 1 E TO MATCH WITH STEP
NEW G' STEP _ �j
S.D. Vr E E 0 1
FFE = 11,50' S.D. PARTITION WAL
EXT`G EXT•G
CLOSET EXT`G E TO BE DEMOLISH
CL ❑S
CL OSET 0
S.D.
- E
�\ e VE
FI S.D, A/C
E
a SE E E -�-
E EaG. o
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BEDROOMCOQ EXT'C.K11 EXPGA,DINING E E
RANGE
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E
GFi $ E
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AS -BUILT FLOOR/ ELECTRICAL PLAN
SCALE 1/4' -1' =01v
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1'
10'
a0 -
EXTG. A B
BEDROOM
C1iYViLD sG DEPT.
MI
S"TR.UCTURAt- SECTION
I
FILLED CELL
REINFORCEMENT (SEE COLUMN
SCHEDULE FOR DETAILS)
TYPICAL HORIZONTAL REINFORCING PROVIDED
AT EVERY OTHER COURSE (16" VERTICALLY).
STANDARD NO. 8 LADDER TYPE FOR REIN-
FORCED MASONRY. ALL EXTERIOR WALLS TYPI
REINFORCEMENT MUST EXTEND 4" MIN. INTO
COLUMNS. LADDERS TO LAP Co" MIN. AT
SIDE WIRES. ALL REINFORCEMENT TO BE
PER SOUTH FLORIDA BUILDING CODE
2704.1 (f) SFBC
\If/�
HORIZONTAL. REINFORCING DETAIL gAi
N.T.S. d44n
U. DATE UES�RIPTI")N
GENERAL -CONIMAC10ft- NOTE
THESE DRAWINGS AND SPECIFICATIONS
ARE PART OF THE CONTRACT DOCUMENT, PLEASE
VERIFY ALL THE DETAILS WRITTEN ON EACH SHEET.
FAILURE BY THE GENERAL CONTRACTOR
TO FOLLOW THE DRAWING PLANS AND
ITS SPECIFICATIONS SHALL NOT BE CAUSE FOR
ADDITIONAL WORK BY THE ENGINEER.
COORDINATION OF THE WORK, AND
OF THE SUBCONTRACTORS IS THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR.
JOB NUMOrR 2004 -1i
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1 -800 -432 -4770
Sunshine Stste One "Aids. FI fir, Inc.
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FIF01 /2-
(NO I.D.)
LOT 23 BLOCK 1 CAMBRIDGE LAWNS PARK
SITE PLAN SCALE 111-' 201 -011
INTRUSION AND BURGLARY SECURITY.
1) ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE ,OF'RESIST,NG i1 FORCE,`OF300 LBS. APPLIED IN
ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARD
2) SLIDING GLASS DOORS SHALL BE PRIVIDED WITH SL!0l!,LG DOORS a5AD •130LT-S ola -A BOLT OR PIN NOT
REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT- THC.-JAMB, -HEAD, SILL OFD. AT - MEETING OF MULLIONS.
THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK AREA' �T6- NfAINYAIN BOLT STRENGTH
EFFECTIVENESS IF NECESSARY, AND SUCH DOORS SHALL HAVE-WO SCREWS REMOVABLE FROM THE
OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE
3) GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE ANSI (AMERICAN NATIONAL STANDARD
INSTITUTE) SEC. STANDARD 2971
4) SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONTRUCTED SO THAT
NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN ON THE LOCKED POSITION AND SO AS TO
COMPLY WITH THE ARCHITECTURAL ALUMINUM
MFGS. ASSOS. STANDARD FOR FORCED ENTRY RESISTANCE AAMA 1303.3
SEFEGUARDS NOTES:
1. THE GLAZING IN SLIDING AND SWINGING DOORS AND
IN SHOWER TO TUB ENCLOSERES, INCLUDING ANY
GLAZING WITHIN 60" OF THE FINISHED FLOOR
SURFACE IN WALLS SURROUNDING ANY TUB OR SHOWER
ENCLOSURE, SHALL BE SAFETY GLAZING AS SET FORTH
IN SUBPARAGRAPH 3503.3 (a)(5)
2. OPERABLE OR NON - OPERABLE GLAZED PANELS LOCATED
ADJACENT TO A DOOR IN THE SAME PLANE SHALL BE
OF SAFETY GLAZING AS DEFINED IN SUBPARAGRAPH
3508.3 (a)(5) HEREIN AND WHERE THE NEAREST
EDGE OF THE GLAZING MATERIALS IS WITHIN 12"
FROM THE DOOR IN THE CLOSED POSITION AND
SCOPE OF WORK (AS -BUILT ENCLOSURE AND ADDITION I
1) PROVIDE NEW STRUTURAL COMPONENT FOR CARPORT
ENCLOSURE AND ADDITION.
2) PROVIDE ELECTRICAL, PLUMBING, ROOF PLANS
3) PROVIDE PLAN FOR FENCE
5'
NEV G' STEP j
A B 8 A �nM;
i" y
GFI „ ''x" `� �1 +. `?- ..
E(t)
'
WHOSE BOTTOM EDGE IS LESS THAN 48" FROM 21 EW LOCATION
OF WINDOW
DOOR NOTES: THE WORKING SURFACE,
1. EVERY CLOSET LATCH
PEN HE DOOR FROM INSIDE THE CLOSET. FFE = 10.50'
2. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW E ■
OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN A
LOCKED.
S'TC.)I" iAGiE INDOW TO RE
3. DOORS SHALL BE SWINGING OR SLIDING. RELOCATED
O O SPACE TO BE 10'
4. NO DOORS IN ANY MEANS OF ESCAPE SHALL BE LOCKED BLOCKED UP , I GFI
AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL P -
LOCKING DEVICES THAT IMPEDE OR PROHIBIT EGRESS E ■
OR THAT CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED. GFI Vr-
■
EXT'G. E
E BEDROOM � EYT'C,a.l_IVINEi R.
Oa
E#(I--
� �a
4' C
�
FFE = 10150` C 2 I
B
n
ELEVATION OF STORAGE AREA C 1 �I
43P 1 E TO MATCH WITH STEP
NEW G' STEP _ �j
S.D. Vr E E 0 1
FFE = 11,50' S.D. PARTITION WAL
EXT`G EXT•G
CLOSET EXT`G E TO BE DEMOLISH
CL ❑S
CL OSET 0
S.D.
- E
�\ e VE
FI S.D, A/C
E
a SE E E -�-
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SCALE 1/4' -1' =01v
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10'
a0 -
EXTG. A B
BEDROOM
C1iYViLD sG DEPT.
MI
S"TR.UCTURAt- SECTION
I
FILLED CELL
REINFORCEMENT (SEE COLUMN
SCHEDULE FOR DETAILS)
TYPICAL HORIZONTAL REINFORCING PROVIDED
AT EVERY OTHER COURSE (16" VERTICALLY).
STANDARD NO. 8 LADDER TYPE FOR REIN-
FORCED MASONRY. ALL EXTERIOR WALLS TYPI
REINFORCEMENT MUST EXTEND 4" MIN. INTO
COLUMNS. LADDERS TO LAP Co" MIN. AT
SIDE WIRES. ALL REINFORCEMENT TO BE
PER SOUTH FLORIDA BUILDING CODE
2704.1 (f) SFBC
\If/�
HORIZONTAL. REINFORCING DETAIL gAi
N.T.S. d44n
U. DATE UES�RIPTI")N
GENERAL -CONIMAC10ft- NOTE
THESE DRAWINGS AND SPECIFICATIONS
ARE PART OF THE CONTRACT DOCUMENT, PLEASE
VERIFY ALL THE DETAILS WRITTEN ON EACH SHEET.
FAILURE BY THE GENERAL CONTRACTOR
TO FOLLOW THE DRAWING PLANS AND
ITS SPECIFICATIONS SHALL NOT BE CAUSE FOR
ADDITIONAL WORK BY THE ENGINEER.
COORDINATION OF THE WORK, AND
OF THE SUBCONTRACTORS IS THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR.
JOB NUMOrR 2004 -1i
lMirt+ i1r
It's the Lwl!
1 -800 -432 -4770
Sunshine Stste One "Aids. FI fir, Inc.
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DATE 06/15/2004
SCALE: 1/4" =1' -0"
DRAWN BY GB
PROJECT NO. 2004 -16
CKECKED BY: C.C.M.
SHEET N0. A-1
ENGINEER OF RECORD
CHARLES C. MITCHELL RL,
W11- / STRUCTtJ A # 111
INAN. 167th ST. SUITE 110
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11 1