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AUG 2 4 7020
Permitting Department
1Q C- St.�Lucie County
9 12-V Z0 .4
REVIEWED _l
CODE COM1UNTY
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ST. LUCIE
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FDOH in St. Lucie County n/
Environmental Health D�
Site Plan Approved for Construction f1/
Suporsedes All Previous Site Plans for 1�
OSTDS#5b-51�-210 &Well#rf-3"&1
Date: ► x U4 I-�—
Review. r:
REr4 T,485
10`-311 _I"
A/C LIVING AREA: 15-13 SQ FT
FRONT PORCH: 59 5Q FT
ONE GAR GARAGE: 26�5 SQ FT JOB* 19-150
TOTAL AREA: 10el SQ FT SWEET
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12 DESIGN PRESSURES FOR OPENINGS:
+ 3-1,5 PSF -41,0 PSF ZONE 4 C,L, 4' OM FR OUTSIDE CORNER
�. t 37,8 PSF, -50.6 PSF ZONE 5 C_L- 4' WITHIN OUTSIDE CORNER
FESC 2017, 6th EDITION:
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MEAN ROOF HEIGHT:" 15'O
5 IMP
WIND SPEED: 170 MPH
METAL ROOF (3-5ECOND GUST WIND SPEED)
RISK CATEGORY: II
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FILE COPY
2X4
TOP PLATE
W/(2) I&d
ENGINEERED ROOF
TRUSSES
DRYWALL CEILING
NEW 2X4 FRAME WALL 016" O.C,
W/ R-11 INSULATION
(IF SPECIFIED),
I& X 4' X 12' DRYWALL SHEETS,
CONCRETE
JOINTS TAPED AND TEXTURED.
FLOOR
2"x4" P.T. PLATE SECURED WITH
"SHOT t PIN" OR "I6d NAILS"
SPACED d MAX. 15" O.G.
11
/BASE
TYPICAL SECTION
NON -LOAD BEARING':
WALL
SCALE 1/2" - I FOOT-
STUCCO ON C.B.S.
CONTIN. CAULK BEAD
BRICK MOLD
/ EXT. DOOR
FIBERGLASS SHINGLES
12 SEE ATTACHED N.O.A.
SEE ELEV PLAN 30 LB TIN TAGGED FELT
5/8" PLYWOOD FASTENED
PER FBC R4409,2.2 ON
WOOD TRUSSSES.
SEE ROOF LAYOUT FOR TRUSS ANCHOR
2 x 4 RAT RUNS TRUSSES SET ON VAPOR BARRIER
R-30 CEILING INS, FELT PAPER Or METAL
SEE ELEVATIONS FOR WALL HEIGHTS
5/8" DRYWALL CEILING: -a (TOP OF PLATE)
I x 2 PT FIRE STOP ON 2Xfo FASCIA
CONTINUOUS W/ METAL DRIP EDGE
TYPIC L L�OND BEAM CONSTRUCTION STUCCO SOFFIT
DOU LE 6OND BEAM W/ (2) 05 CONT. W/l" x 20"
SCREEN VENTS
I x 2 PT FURR STRIP
a 2'O" O/C W/R-FOIL 8" CMU W/FILLED S" x S"
R 4-1 WALL INSULATION E
AMC) 1/2" DRYWALL CELLS W/1 05 RESAR VERT"
TAPED AND FINISHED ,
5/8" NOMINAL THICK 4" HIGH
STUCCO FINISH 4 POURED SILL
1 *4 REBAR CONT,
2,500 PSI 4" CONCRETE 8 AB WITH FIBER MESH SILL DETAIL
OVER 6 MIL VAPOR BARRIER OVER CLEAN I x 4 PT 1-1/2" x 8" BLOCK RECESS
AT BASE
COMPACTED SOIL POI ON AS PER FBC 2011,
CONT.
4"
121. CzmADE
I
18"D x 16"W CONTINUOUS
MONO FOOTINCx WITH (2) •rr- A
REB R
TYPICAL WALL SECTION
CONCRETE BLOCK / LINTEL U-aLOCK CONSTRUCTION
THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING ALL DIMENSIONS AND OTHER
INFORMATION. ANY DISCREPANCIES MUST
BE REPORTED TO THE DESIGNER PRIOR TO WORK
ALTERNATIVE
TRUSS TO MASONRY WALL CONNECTION
WHERE EMBEDDED STRAPS
ARE MISSING OR DAMAGED,
APPLY BOTH CONNECTORS
AT THE SAME LOCATION.
FOR UPLIFT OVER 16906
.AND NOT EXCEEDING 2,530»
ADD ANOTHER MTSMI6,
PLEASE CONSULT THE.
ENGINEER FOR UPLIFTS
OVER 25300.
I/4" x 1/2 }� embedment tapcon to filled cmumu per n.o.a-
- WOOD DOOR JAMB
I/2" GYP. BD.
SHIM
1 x4 PT WRAP
CASE HARD NAILS 3" FROM EACH END 12" O/C STAGGERTEC
WOOD CASING I x TO CMU, CAULK BEAD EA SIDE OF OPENING.
0-0999" x 2-1/2" CASE HARD NAIL
WOOD CASING WITH. DOOR MANUFACTURER
FOR SPECIFIC ATTACHMENT REQUIREMENTS
NOTE GUNNABL£ SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS I x PT FULL WIDTH OF JAMB
25 GRADE NS OR GREATER FOR PROPER JOINT EWAN51ON AND CONTRACTION. CONT. BEAD OF CAULK BEHIND
EXTERIOR
DOOR JAMB DETAIL
CONN=09
FA TENER5
UPLIFT
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MTM816
N IOd x1,5" NAILS
SIMPSON
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(4) 8/16.1.1/4' TrIEN
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STUCCO ON C.B.S,
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SHIM AT EACH TAPCON
CASE HARD NAILS 3" FROM EACH END 12" O/C STAGGERTED
I x TO CMU, CAULK BEAD EA SIDE OF OPENING.
/2
O.
0.0999". x 2-1/2" CASE HARD NAIL.
I x 4 F.T. WRAP
NOTE : GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C S20 CLASS`
25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION.
EXTERIOR
WINDOW JAMB DETAIL
STRUCTURAL CONSTRUCTION NOTES: FOUNDATION, CONCRETE, STEEL AND WOOD
1 ALL CONSTRUCTION MUST CONFORM TO FLORIDA BUILDING CODE 2017, 6th Editarl
2. ALL VEGETATION IS TO BE REMOVED FROM SLAB / FOUNDATION AREA NO WOOD OR VEGETATION IS TO BE BURIED WITHIN 19 OF ANY BUILDING OR
PROPOSED BUILDING. FILL TO BE. CLEAN MATERIAL PLACED IN LIFTS NOT TO EXCEED 6" MECHANICALLY COMPACTED. ALL CELLS, CAVITIES AND AIR
GAPS SHALL BE CLEANED OF ALL NON -PRESERVATIVE TREATED WOOD OR CELLULOSE MATERIAL PRIOR TO PLACEMENT OF CONCRETE.
3. SOIL BEARING 2,500 PSF MINIMUM AT 95% OF MODIFIED PROCTOR AS PER ASTM 0-1557, TESTED IN 12" MAX LIFTS, CONTRACTOR TO PROVIDE
CERTIFICATE.
4. SOIL TREATMENT TO EXTEND 1 FOOT BEYOND EXTERIOR SIDEWALLS OF STRUCTURE.
a. SOIL TREATMENT CERTIFICATE TO BE STORED IN WEATHER RESISTANT JOBSITE PLANS BOX
5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS" FOR STRUCTURAL CONCRETE BUILDING"ACI 318-05,
a. CEMENT: ASTM C-150, TYPE 1
b. WATER: POTABLE
c. AGGREGATE: ASTM C-33
d. REINFORCING STEEL: ASTM A-615, GRADE 40
e. SLUMP: 5 INCHES MAX
f. METAL ACCESSORIES:ACI-315
g. REINFORCING MESH: FIBERMESH OR ASTM A-185, 6X6 W1.4/W1.4
h. CURING COMPOUND: ASTM C309, TYPE 1
I. FORMWORK: ACI SP-4 FORMWORK FOR CONCRETE, FORMWORK SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
I. TOLERANCES: FLOOR SLABS: 1/8 INCH IN 10 FOOT MAXIMUM
.k. FINISHES: FLOOR SLABS - STEEL TROWEL FINISH.
(i). WALKS & DRIVES -BROOM.
(I!). FLOORS TO RECEIVE TILE - BROOM,
I. SAW CUT CRACK CONTROL IN SLAB AT MAX SPACING 15'-O" O/C AS SOON AS CURING PERMITS
NOT TO EXCEED 24 HOURS FROM TIME OF CONC. POUR:
6. MINIMUM COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE NOTED SHALL BE:
a. 3" CONCRETE DEPOSITED AGAINST GROUND.
b. 1 'M. WALLS EXPOSED TO WEATHER OR IN CONTACT WITH THE GRADE.
c. 3/4" WALLS NOT EXPOSED TO THE WEATHER,
d. 1 Ys COLUMNS,
e. 1 YW BEAMS, (OVER MAIN. REINFORCING)
f. 3/4" STRUCTURAL SLABS, FROM SURFACE,
7. ALL CONCRETE SHALL BE PLACED WITHIN 90. MINUTES FROM BATCH TIME, UNLESS RETARDER IS ADDED TO THE MIX.
8. ALL CONCRETE SLABS SHALL ATTAIN A MIN. STRENGTH OF 2500 PSI. IN 28 DAYS, FOOTINGS. SHALL ATTAIN A MIN. STRENGTH OF 3,000 PSI
9. ALL CONCRETE BEAMS AND COLUMNS SHALL ATTAIN A MIN, STRENGTH OF 3000 PSI IN 28 DAYS
10. GRADE 40 STEEL MINIMUM IN FOUNDATION AND FOOTINGS, GRADE 60 IN BEAMS AND COLUMNS, LAPPED PERACI318.
11. PLACE ONE #5 BAR AT EACH SIDE OF MASONRY OPENINGS & 4'O" SPACING. (U.O.N.)
12. HOOK TOP OF COLUMN BARS INTO TIE BEAM
13 METAL STRAPS, CLIPS. AND HARDWARE SHALL BE GALVANIZED OR APPROVED EQUAL
14. STRUCTURAL WOOD CRITERIA
PRIMARY. WOOD FRAMING MEMBERS SHALL BE ND. 2 SOUTHERN PINE OR BETTER, SURFACED DRY, USED AT 19% MAXIMUM M.C. WITH THE FOLLOWING
STRESS RATINGS, UNLESS OTHERWISE NOTED:
L FIB SINGLE MEMBER 1,200 PSI
'.IL. FE REPETITIVE MEMBERS 1,400 PSI
'Ill. FC PERPENDICULAR TO GRAIN 565 PSI
IV. E 1,60%000 PSI
15. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE: TREATED.
16. EGRESS WINDOW, FROM ALL BEDROOMS PROVIDED BY EGRESS WINDOW:
MAX SILL HT = 44', MIN WIDTH = 20", MIN. HEIGHT = 24", MIN. AREA= 5.0 SF
17. LIGHT AND VENTILATION IN BEDROOMS, GREAT ROOM, DINING AND KITCHEN MIN 6% OF NET FLOOR AREA IN GLASS.
18. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
19. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WLL. BE ADDRESSED 8IY THE ENGINEER AS CONSTRUCTION PROGRESSES.
20. SPLITTING OR CRACKING OF STRUCTUAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED.
21 UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS ALL PLYWOOD SHEATHING TO BE NAILED WITH 8d OR BETTER NAILS AT 4" O.C. AT THE EDGES
AND 6" O.C. IN FIELD..
22. INTERIOR DRYWALL TO BE SCREWED WITH DRYWALL SCREWS 1.5"LONG AND:0.131 INCHES DIAMETER.
23. PRESSURE TREATED FULL LENGTH STUD AGAINST COLUMN BLOCK, WITH PRECUT STUD ADJACENT. ATTACH BOTH STUDS TO POURED COLUMN WITH
1/2" x 7" HILTI KWIK BOLTS, OR EQUAL, AT 24"O.C. AND WITHIN 6" FROM ENDS. USE 3"x3'x1/4" STEELWASHERS AT EACH BOLT.
24. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS THAT ARE NOT LESS 1-3/8' IN THICKNESS OR STEEL DOORS
THAT ARE SOLID OR HONEYCOMB CORE NOT LESS THAN 1-3/8" THICKNESS OR 20-MINUTE FIRE -RATED DOOR. (R309.1)
26. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED
OF A MINIMUM NO. 26 GAGE SHEET METAL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (R309.1.1)
26. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE
SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518" TYPE GYPSUM BOARD
OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 1/2" TYPE "X" GYPSUM BOARD OR EQUIVALENT. (R309.2)
27. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
PLYWOOD SHEATHING MUST BE APPLIED AS THE ROOF OR FLOOR TRUSSES ARE ERECTED TO PREVENT TOPPLING. REFER TO TPI & WTCA PUBLICATION
"BUILDING COMPONENT SAFETY INFORMATION' FOR HANDLING AND BRACING OF TRUSSES. TEMPORARY BRACING PER HIB-.91.
28. CONTRACTOR TO OBTAIN THE LATEST PRODUCT APROVALS FROM THE MANUFACTURERS, VERIFY SAFE PRESSURES, THE EXPIRATION DATES,
INSTALLATION SPECIFICATIONS AND SUITABLILITY OF THE PRODUCT BEFORE INSTALLATION OF ALL BUILDING COMPONENTS.
29. ALL DRAWINGS ARE CONSIDERED PRELIMINARY UNTIL THEY HAVE BEEN APPROVED BY THE LOCAL BUILDING DEPARTMENT. DO NOT ORDER ANY
WORK OR MATERIAL WITH PRELIMINARY DRAWINGS.
30, CONTRACTOR TO LAYOUT THE WORK, VERIFYALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK
OR MATERIAL.
31. WIND LOADS: FBC 2017, 6th EDITION, 170 MPH, 3-SECOND GUST, EXPOSURE C.
°e a cn n e °n; FILLED CELLS
AT JAM (TYP)
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CEMENTIOUS
FINISH REDHEADS
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SEALANT
WOOD DOOR TRIM, PT
2x6P.T. WOOD JAMB PLATE ANCHOR
TO MASONRY W/ 1/2" ROUND REDHEAD
WEDGE ANCHORS 6" LG. MIN. EMBED 3 1/2"
AT 24" INTO CONC. FIRST ANCHOR 6"
ALL WINDOWS AND DOORS TO HAVE BEEN TESTED TO MEET FBC STANDARDS . ABOVE FIN. FLR.
USE THE FASTENING: METHOD AS THE PRODUCT APPROVAL GARAGE DOOR TO BE ATTAC
DICTATES. PRODUCT APPROVAL
PAINT PROTECTO LWM200 PRIOR TO DOINGS BUCKS.
WINDOW / DOOR / SLIDING GLASS DOOR BUCKS : GARAGE DOOR BUCK
Ix 3 PT BUCKS : DETAIL
WINDOWS USE I X 3 MIN, PT
DOORS/SGsD/FRENCH DOORS USE IX6 PT W/ 0.O9941/2" HARD COIL - ---
NAILS 10 12" O/G , THEN CONNECT WIN/DOOR/_ GD FRENCH DOOR FRAMES
PER N.O.A.
2x4 BUCKS.
WINDOWS USE 2X4 MIN. PT DOORS/SGsD/FRENCH DOORS USE 2X6 PT WITH 3/16" TAPCONS 1-1/4'I EMBEDMENT INTO MASONRY 1811 O/C ,ro
FROM EACH ENP . THEN CONNECT WINDOW/DOOR/SG3D/FRENCH WITH SCREWS PROVIDED WITH UNITS
AND PER ATTACHED N.O.A.
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CORAL KEY DESIGN INC:
DRAFTING
SERVICE
605 BELVEDERE RD.
W-P.B.,
FL
561-T22-3890
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GENERAL ELECTRICAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 NATIONAL ELECTRICAL CODES.
2, ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN. RISER DIAGRAM, AND LOADS, AND NOTIFY THE
GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION
3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R..
4. MINIMUM WIRE SIZE SHALL BE 014 COPPER
5, ALL CONDUCTORS ARE TO BE COPPER TYPE THHN, UNLESS OTHERWISE NOTED,.
6. CONNECT GROUNDING. ELECTRODE CONDUCTOR TO 518" X 8 GROUND ROD AND NEAREST COPPER WATER LINE
:(COLD).
1. ALL 12OV, 1 PHASE 20A. BATHROOM, GARAGE AND EXTERIOR RECEPTACLWS, SHALL HAVE GROUND FAULT
INTERRUPTER G.F.I.) PROTECTIONS WITH EXTERIOR RECEPTACLES OF THE WATE3RPRROF TYPE ELECTRICAL
CONTACTOR MAY INSTALL INDIVIDUAL (G.F.I.) INLIBI OF (GFI) BREAKER WITH SEPARATE CIRCUIT.
8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" A_F.F.
9, RECEPTACLES SHALL BE 15A AND 120 V OFF THE GROUND TYPE 16" A.F,F. UNLESS OTHERWISE SPECIFIED,
10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS � A MAXIMUM VOLTAGE DROP OF 3% IS
PERMITTED.
It. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING.
COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED.
12, BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX.
13, LIGHTING FIXTURES SHALL BE SELECTED BY OWNER AND CONTRACTOR INSTALLED
14. SMOKE ALARMS SHALL BE DIRECT WIRED 120v U.L 21l APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS EC MENDATIONS AND LISTING WITH BATTERY BACKUP.
15. ALL ELECTRICAL DEVICES SHALL BE SMOOTH TYPE, COLOR WHITE, UNLESS OTHERWISE SPECIFIED.
16, ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF THR TYPE AND RATING
PER MANUFACTURER NAMEPLATE SPECIFICATIONS,
11, THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL
AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID.
I& EXHAUST FANS 1N BATHROOMS (IF USED) SHALL BE RATED AT I CFM/SF OF VENTILATED FLOOR AREA.
IS. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR,
20, ELECTRICAL CONTRACTOR. 15 TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY,
'.BEFORE BIDDING, TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS 15 IN
THE BID,
21. PROVIDE PRE -WIRED TN. OUTLETS (FOR CABLE, ANTENNA IN ATTIC, OR SATELLLITE) AS SHOWN PER CONTRACT,
22. ELECTRIC FIXTURES / TRIM AND APPLIANCES SHALL BE U.L. APPROVED AS PER .CONTRACT.
23. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT AND AT PUMPS NOT VISIBLE
,FROM CIRCUIT BREAKER AND AS PER MANUFACTURERS RECOMMENDATIONS.
24. OUTDOOR LANDSCAPE LIGHTING AND. JUNCTION BOXES TO BE COORDINATED WITH LANDSCAPE
:CONSULTANT/COMPANY. (VERIFY W/ OWNER.)
25. STEREO PRE -WIRE, SPEAKERS, UNIT, ETC. TO. BE COORDINATED WITH AUDIOVISUAL CONSULTANT/COMPANY..
(VERIFY WITH OWNER)
26. ALL CENTRAL VACUUM INLET PORT LOCATIONS TO BE COORDINATED AND APPROVED BY OWNER PRIOR TO
IN5TALLATION. (VERIFY W/ OWNER.J
21 ROUTE THE CONCRETE AS REQUIRED FOR FLOOR OUTLETS VERIFY DEPTHS W/ STRUCTURAL ENGINEER BEFORE
,COMMENCING (IF REQUIRED.)
128. PROVIDE A NEW COMPLETE TYPEWRITTEN DIRECTORY FOR EACH PANEL
125. REMOVE AND CAP OFF ELECTRICAL INSTALLATOIN ASSOCIATED WITH THE REMOVAL OF PARTITIONS AND
CEILINGS- (IF II
30. DIMMERS TO BE SINGLE POLED WITH PRESET DIMMER.
3L ALL RECEPTACLES, SWITCHES, TV, PHONE ETC. LOCATIONS ARE SUBJECT TO CHANGE IN THE FIELD DUE TO
CODE ISSUES. ELECTRICAL CONTRACTOR MUST FOLLOW ALL CITY, COUNTY, STATE, AND NATIONAL CODES OVER
THE DESIGNED DRAWINGS. AS BUILTS CAN BE SUPPLIED IF REQUIRED, DRAWINGS. SUGGEST LAYOUT ACCORDING
TO CODE AND TO BE APPROVED BY GOVERNING MUNICIPALITY .DURING THE PERMITTING PROCESS.
32. ALL RECEPTACLES TO BE 6'-0" O.C. FROM ALL OPENINGS, AND 12'-0" O:G, FROM RECPT. TO RECEPT. ALL
RECEIPT. 2' D.C. AT KITCHEN COUNTER.
33. ELECTRICAL CONTRACTOR SHALL VERIFY DESIGNERS ELECTRICAL LAYOUT AND CALLS, PRIOR TO
CONSTRUCTION AND REPORT ANY DISCREPANCIES IN WRITING.
ALL CIRCUITS EXCEPT FOR PORCH AND GARAGE TO BE AFGI PROTECTED.
ALL NEW 125 VOLT, 15 AND 20 AMP RECEPTACLES
IN ALL AREAS SPECIFIED IN NEC 2014, SHALL USE LISTED
TAMPER - RESISTANT RECEPTACLES.
AIR COND. EQUIP. SHALL :BE INSTALLED ACCORDING TO THE
MAN. SPECS., INSTALLATION INSTRUCTIONS AND NEC,
CIRCUIT PROTECTION IS REQ.: TO COMPLY W/ NEC 209
CONDUCTOR SIZES SHALL COMPLY WITH NEC 2014
THE SERVICE AND PANEL SHALL NAVE THE CAPACITY TO SERVE
THE NEW LOAD PER NEC 2014
ALL EQUIPMENT SHALL BE LISTED AND LABELED PER NEC 2014
FOR NEW INSTALLATIONS, A GFCI RECEPTACLE IS REQUIRED AT THE
CONDENSER PER NEC 2014
THE CORRECT SIZE CIRCUIT BREAKER AND WIRE SHALL BE
VERIFIED IN FIELD.
SIMULTANEOUS DISC, FOR MULTI WIRE CIRCUITS..
GROUPING OF MULTI WIRE CIRCUITS IN PANEL.
COMBINATION ARC -FAULT PROTECTION,
RECEPTACLE SPACING REQUIRED.
GROUNDING AND BONDING.
INTERSYSTEM BONDING TERMINATION,
TAMPER RESSTANT RECEPTACLES.
LOCATE ALL TO AND PHONE JACKS IN FIELD.
200 AMA'
ELECTfRIC
' PANEL
CIRCUIT
NO.
DESCRPT
ON
POLE
WIRE
AMP
CIRCUIT
NO.
DESCRIPTION
POLE
WIRE
AMP
LIVING R:)OM
1
12
20
1500
2
DISHWASHER
1
12
20
1500
3
LIVING ROO171
12
20
1500
4
MICROWAVE
1
12
20
1500
�✓
SATH GF
I'S
1
12
20
1500
f'O
A/C COMP
10
30
- — — -
13EDR00
1
14
15
1500
8
S
A/H/U
1
10
30
(10,000)
10
REF.
1
12
20
1500
2
RANGE
6
30
5,000
13
WATER
H
2
10
30
4,500
14
15
PUMP
2
12
20
3,000
1-
APPLIANCES
1
12
20
1500
18
IC
APPLIAN
ES
1
12
20
1500
20
WASHER
1
12
20
1500
21
BEDRO
M •
1
14
15
1500
22
DRYER
2
10
30
5000
23
MASTER
BEDROOM
1
14
15
1500
24
it
25
KITCHEN
GFI�S
1
12
20
1500
26
S/D
1
12
20
1500
21
SPARE
28
GsENLTG.
1
12
20
1500
2S
SPARE
30
GEN LTG.
1
12
20
1500
31-3S
SPARE
32-40
SPARES
TOTAL = 18,000 + TOTAL = 23,500 =
TOTAL COM51NED = 41,500
FIRST 10 K.W. a I O 96 10,000
REMAINDER a 40 % 12,600
AC 10 K.W. a 100 q 10,000
TOTAL. 22,600
22,6001 240 s 136 AMPS
P% OF FIXTURES TO.15E ENERGY EFI:ECIE
4N BOXES TO WITHSTAND MINIMUM 10 U
3(2/0) C.U. IN 2" CONDUIT (200 AMP)
200 AMP ELEC. PANEL
METER MAIN CIRCUIT BREAKER
ALL COPPER WIRING
INTERSYSTEM UNDERGROUND
BONDING BY UTILITY COMPANY
2"
SCHD: ' #4 BARE COPPER WIRE TO
40 PVCI x 2 5/8" GALV. ROD + COLD WATER PIF
C.W.P. AND FOUNDATION REBAR
TO 5/8" DIA 20'
6 O"
ELECTRICAL RISER DIAGRAM
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ELECTRICAL LEGEND
ELECTRICAL
COUNT
SYMBOL
ceiling fan 5 bladed 01
5
O
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1
p
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20
0
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1
a
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1
fluorescent light 1 x 4
LED
1
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LED
1
pendant cone
3
O
exterior light 01 LED
2
electrical panel
1T
LAN connection
2
y
cable tv outlet
5
Tv
doorbell pushbutton.
1
Q
fan 50 CFM
2
5U®FM
light LED
Y
JL
YyL
outlet
-23
(&
outlet 220v
3
outlet gfi
16
smoke detector
5
split receptacle
2
y.L
switch
20
switch 3 way
11
3
vanity bar light 02
2
0 0 0
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A/C L.IvING AREA: 1513 So FT
FRONT PORCH: 59 60 FT
ONE CAR GARAGE: 265 e-0 FT
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