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MAXIMUM 1/4" STEP FROM INTERIOR FINISH FLOOR OF
BUILDING TO CORRIDOR AND ALL SIDE WALK AREAS
3" THICK CONCRETE POURED COUNTER
if 110111 TOP AND EDGES TO BE POLISHED AND
ROOM FINISH SCHEDULE FLOOR PLAN 1/4 SEALED TO ALLOW FOR SAFE FOOD ROLL UP DOOR
CONTACT
ROOM INTERIOR WALLS BLOCK WALLS CEILING FLOOR 2 LAYERS GALV STUCCO WIRE
LATH 1 " FROM TOP AND 1 " FROM
3 5/8" STEEL STUD WITH 1/2" DURA ROCK STRUCK BLOCK WALLS BOTTOM OF CONCRETE COUNTER
CONCESSION 48" ABOVE FINISH FLOOR AND 1/2" GYPSUM PAINTED, ONE COAT PRIMER 1/2" CEILING GYPSUM KNOCK DOWN FINISH CONCRETE POUR
PAINTED ONE COAT ALKYD PRIMER SEALER PRO INDUSTRIAL PRE CATALYZED
----------- -------
----------
TO CEILING IF
PAINTED ONE COAT ALKYD PRIMER SEALER SEALER LATEX, TWO COATS ALKYD TWO COATS ALKYD ENAMEL LATEX SEMI GLOSS WATER BASE EPDXY GRAY COLOR
MEETING ROOM ENAMEL LATEX SEMI GLOSS SHERWIN WILLIAMS SLIP RESISTANT ADDITIVE ClTV07ZfYff ARIL
TWO COATS ALKYD ENAMEL LATEX SEMI GLOSS SHERWIN WILLIAMS SHERWIN WILLIAMS Cl
SHERWIN WILLIAMS i WILDING OFFICIAL 110" 1- 4"
RESTROOM
N/A
STRUCK BLOCK WALLS
PAINTED, ONE COAT PRIMER
SEALER LATEX, TWO COATS ALKYD
ENAMEL LATEX SEMI GLOSS
SHERWIN WILLIAMS
1/2" CEILING GYPSUM KNOCK DOWN FINISH
PAINTED ONE COAT ALKYD PRIMER SEALER
TWO COATS ALKYD ENAMEL LATEX SEMI GLOSS
SHERWIN WILLIAMS
QUARRY 6"X6"XI/2" TILE AMERICAN
OLEAN Q03 SAHARA WITH ABRASIVE
GRAIN SLIP RESISTANT SURFACE.
GROUT COLOR SILVER
OR EQUAL
3 5/8" STEEL STUD WITH 5/8" Tl -11 PINE
STRUCK BLOCK WALLS
1/2" BC PINE PLYWOOD
CONCRETE
STORAGE
SIDING TO CEILING
PAINTED, ONE COAT PRIMER
PAINTED ONE COAT ALKYD PRIMER SEALER
PRO INDUSTRIAL PRE CATALYZED
ROOMS
PAINTED ONE COAT ALKYD PRIMER SEALER
SEALER LATEX, TWO COATS ALKYD
TWO COATS ALKYD ENAMEL LATEX SEMI GLOSS
WATER BASE EPDXY GRAY COLOR
TWO COATS ALKYD ENAMEL LATEX SEMI GLOSS
ENAMEL LATEX SEMI GLOSS
SHERWIN WILLIAMS
SHERWIN WILLIAMS
SHERWIN WILLIAMS
SHERWIN WILLIAMS
DECORATIVE CEMENTITIOUS FINISH
8" SPLIT FACE BLOCK
RESTROOM
CORRIDOR
N/A
PAINTED, ONE COAT PRIMER
lX4 #2 SPRUCE @ 16"OC ATTACHED TO
BOTTOM OF TRUSSES WITH 2-8D NAIL
CONCRETE BROOM FINISH
SEALER LATEX, TWO COATS ALKYD
VINYL VENTED SOFFIT CEILING
SIDE WALK
ENAMEL LATEX SEMI GLOSS
SHERWIN WILLIAMS
AS SHOWN ON ELEVATIONS
DECORATIVE CEMENTITIOUS FINISH
8" SPLIT FACE BLOCK
EXTERIOR PAINTED, ONE COAT PRIMER
BLOCK WALLS SEALER LATEX, TWO COATS ALKYD
ENAMEL LATEX SEMI GLOSS
SHERWIN WILLIAMS
AS SHOWN ON ELEVATIONS
EXTERIOR OME ONE COAT ZINC CHROMATE PRIMER
STEEL DOORS I TWO COATS ALKYD ENAMEL SEMI GLOSS
EXTERIOR OPENING SCHEDULE
SCHLAGE 6 PIN SATIN
CHROME LEVER KEY LdCK
LOW BUMPER THRESHOLD
A
3'0"X710.1
FLUSH HOLLOW METAL
3- 415 BB SATIN CHkOME HINGES
AMWELD OR EQUAL
WELDED METAL FRAME
STAIN KICK PLATES EACH SIDE
OFDOORS
HEAVY DUTY DOOR CLOSURES
ROLL UP GARAGE DOOR
B
8'0"X7'0"
OVER HEAD DOOR CORP
N/A
EXTERIOR KEY LOCK SYSTEM
OR EQUAL
ROLL UP BAR COUNTER DOOR
C
8'0"X4'0"
OVER HEAD DOOR CORP
N/A
INTERIOR KEY LOCK SYSTEM
OR EQUAL
CHAIN LINK BY PASS GATE UNIT
4'0"X8'0" FIXED PANEL / 4'0'X8'0" SLIDING GATE
N/A
LOCK SYSTEM TO BE
D
FIELD MEASURE AND VERIFY OPENING
COORDINATE WITH OWNER
BLACK PVC COATED FENCING WITH BLACK
HARDWARE
24"X32" CONCRETE FIXED LOUVER
E
ATLANTIC COAST PRECAST
520 NE 34TH STREET
NIA
NIA
OAKLAND PARK, FL 33334
954-564-6245
LIGHT GAUGE 3 5/8" STEEL TRACK SECURED
TO STUDS WITH #8Xl/2" DWS AT EACH SIDE.
SECURE TRACK TO WOOD TRUSS OR WOOD
BLOCKING WITH #8XV DWS
OPENING
SOLID SYNTHETIC SURFACE COUNTER
WITH SEAM IN CENTER OF WALL
OR TO BE CHOSEN BY THE CITY OF
-IYRHILLS
EQUALLY SPACE 1/4"Xl 1/2"WIDE STEEL ANGL
TH 16" LEG EACH WAY BELOW COUNTER TO
PPORT TOP. SECURE TO STEEL STUDS AS
,EDED
T GAUGE 3 5/8" STEEL STUDS @ 16" OC
IT GAUGE 3 5/8" STEEL TRACK SECURED
;TUDS WITH #8Xl/2" DWS AT EACH SIDE.
URE TRACK TO SLAB WITH 1 "SHOT PINS
PASS THRU WALL (cD- CONCESSION AREA
NOT TO SCALE
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TYPICAL CONCESSION
PASS THRU COUNTER DETAIL
NOT TO SCALE
:,HT GAUGE 3 5/8" STEEL TRACK SECURED
STUDS WITH #8X1/2" DWS AT EACH SIDE.
CURE TRACK TO WOOD TRUSS OR WOOD
OCKING WITH #8Xl" DWS
TU D PACK AT EACH END OF
2'TALL WALL TO BRACE WALL
IX6 PAINTED COMPOSITE
CAP AT TOP OF WALL
.IGHT GAUGE 3 5/8" STEEL TRACK SECURED
-0 STUDS WITH #8X1/2" DWS AT EACH SIDE.
=_E ROOM FII"41SH SCHEDULE FOR WALL COVERING
_IGHT GAUGE 3 5/8" STEEL STUDS @ 16" OC
GHT GAUGE 3 5/8" STEEL TRACK SECURED
) STUDS WITH #8Xl/2" DWS AT EACH SIDE.
:-:CURE TRACK TO SLAB WITH V SHOT PINS
SHORT WALL (d)- CONCESSION AREA
NOT TO SCALE
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/2" DWS AT EACH SIDE, SECURE TRACK TO
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LIGE 3 5/8" STEEL TRACK SECURED TO STUDS
1/2" DWS AT EACH SIDE. SECURE TRACK TO
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RKAY ENGINEERING INC.
RKAN
FULL INTERIOR WALL SECTION UCTURAL ENGINEERS
NOT TO SCALE
RI D L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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SPLIT FACE BLOC
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EAST ELEVATION 1/411 11 off WEST ELEVATION 1/41111 11 Oil .
SOUTH ELEVATION 1/411 = 1 1 off
NORTH ELEVATION 1/411 = 19 Oil
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS
CHART UNLESS NOTED ON FLOOR PLAN BY OPENING
LINTEL LOAD CHART ( 16" DEEP SECTION)
CLEAR SPAN
CONCRETE U LINTEL
11-61,
4987 PLF (UNFILLED)
2' - 2"
3435 PLF ( UNFILLED
2' - 8"
2777 PLF (UNFILLED
3'- 2"
2332 PLF ( UNFILLED
4'- 0"
1835 PLF (UNFILLED)
4' - 6"
1624 PLF (UNFILLED)
5' - 2"
2739 PLF
6- - 2"
2271 PLF
7' - 0"
1987 PLF
81-01,
1723 PLF
9'- 2"
1489 PLF
101-01,
1354 PLF
DENOTES #5 REBARX CONT. PLACED IN BOTTOM COURSE AND
16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE.
P - DENOTES PRE STRESSED U LINTEL WITH #5 REBAR X CONT.
PLACED IN BOTTOM COURSE & 16" DEEP BEAM POURED SOLID
WITH 2500 PSI CONCRETE
8" X 8" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 #5 HORIZONTAL
REBAR TIED TO ALL VERTICAL RODS
8"
...... .. ......... . . .. ... .... 8" PRECAST LINTEL BLOCK
OVERALL OPENINGS. 1 EACH
7--.7
U-�- #5 REBAR IN THIS COARSE WHEN
SPAN OF LINTEL OVER 5'2"
STANDARD PRECAST DETAIL
NOT TO SCALE
1/2" CDX PLYWOOD NAILED PER ROOF SHEATHING
DETAIL. COVER WITH GAF UNDERLAYMENT AND
PBR ROOF PANELS INSTALLED PER MANUFACTURE
2X4 PT LEDGER ATTACH TO FACE OF BLOCK
WALL WITH 1/4"X3 1/4" TAP CONS 12" OC
TOE NAIL 2X4 #2 SPRUCE TO 2X4 WITH 2-12D
NAILS
2X4 #2 SPRUCE BLOCKING FROM FACE
OF EACH ROOF TRUSS AND WILL EXTEND
BACK TO FACE OF BLOCK WALL.
36'8" 8'0" 36'8"
SIDE WALK EDGE
SIDE WALK EDGE
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#5 VERTICAL RODS FROM FOOTINGS
ELOW TO TOP OF WALL. PLACED AT
4- 4" B.O.. 6' 8", 8' 0" ALL CORNERS, EACH SIDE OF ALL
3'4" 24' 8"
OPENINGS AND SPACED MAXIMUM
4'0"OC
SIDE WALK EDGE
SIDE WALK EDGE
C-5- 0"
36'8"
8' 0"
36'8"
5-0"
91'4"
12
ENGINEERED ROOF TRUSSES
R-30 FIBERGLASS INSULATION IN ALL ATTIC AREAS
SEE PLUMBING FIXTURE LOCATION
PLAN PRIOR TO POURING SLAB TO
LOCATE FIXTURES AND ELECTRICAL
CONDUITS IN SLAB
FOUNDATION PLAN 1/411 = 11 off
HATCHED CONCRETE AREAS DENOTE MAXIMUM 1/4"
STEP FROM INTERIOR FINISH FLOOR OF BUILDING ]
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SEE ROOM FINISH SCHEDULE
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SINGLE ROW KNOCK OUT LINTEL BLOCK WITH
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SINGLE ROW KNOCK OUT LINTEL BLOCK WITH
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8" PRECAST LINTEL OVER ALL OPENINGS
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SEE ROOM FINISH SCHEDULE
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SEE ROOM FINISH SCHEDULE
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FOAM FILL ALL CELLS OF BLOCK
VINYL VENTED SOFFIT CEILING
WALL NOT FILLED WITH CONCRETE
It
FOAM FILL ALL CELLS OF BLOCK
WALL NOT FILLED WITH CONCRETE
4 COARSE 8" MASONRY SPLIT FACE BLOCK
SIDE WALK TO BE MAXIMUM
1/4" BELOW BUILDING FINISH
FLOOR
BUILDING
ASSUMED 0'0" FINISH FLOOR
#5 VERTICAL REBAR AT THE
LOCATIONS SHOWN ON FLOOR
PLAN
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BOTTOM OF FOUNDATION 1- 4"
MINIMUM 12" BELOW GRADE -1
2500 PSI CONCRETE OVER 6/6 10/10 WIRE MESH
6 MILL VISQUEEN AND CLEAN COMPACT TERMITE
TREATED SOIL
SEE ROOM FINISH SCHEDULE
16"X16" MONO FOOT!NG
WITH 345 REBAR ON CHAIRS
AT THE
ON FLOOR
500 PSI CONCRETE OVER 6/6 10/10 WIRE MESH
MILL VISQUEEN AND CLEAN COMPACT TERMITE
REATED SOIL
OM FINISH SCHEDULE
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CORRIDOR SECTION DETAIL
NOT TO SCALE
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10
FOR 139 MPH WIND ZONE RISK CATEGORY 11
BUILDING CUT SECTION DETAIL
NOT TO SCALE
INTERIOR BLOCK WALL SECTION DETAIL
NOT TO SCALE
ARKAY 17996
ELECTRICAL LEGEND & FIXTURE SCHEDULE
G.F.I. 110V LITHONIA WALL PACK LIGHTING
SWITCH GROUND FAULT TWH LED ALO 40K 70 WAT OR
S (b RECEPTACLE EQUAL TIMER CONTROLED
oc
OCCUPANCY SENOR
(b 1110V
WP 110V
(D WATERPROOF
OUTLET
4=A 110VQUAD
GF GROUND FAULT
I" RECEPTACLE
ELECTRICAL PANEL
11 OV 180 CFM'S
BROAN NUTONE
505 BATH FAN
METER
+52" HUNTER MODEL 53323 INDOOR SMOKE ALARM
OUTDOOR BRONZE CEILING FAN WITH BATTERY
NO LIGHT KIT S BACK UP
LITHONIA LIGHTING FMLWL
LED WRAP SURFACE MOUNT
FIXTURE 40.77 W 2900 LM OR
EQUAL
ELECTRICAL NOTES
LITHONIA LIGHTING XVML LED
VAPOR TIGHT SURFACE MOUNT
FIXTURE 33 W 3500 LM OR EQUAL
1. All work to be done in accordance with all current national and
local codes and ordinances.
2. Notify Engineer of any discrepancies between these drawings and the
actual field conditions. Obtain clarifications from the Engineer or
Owners prior to commencing work.
3. Contractor will visit site prior to bidding, no allowances for any
extra expenses will be granted as a result of not visiting site.
4. Wire to be THHN/THWN Copper, min. size 14 AWG, unless shown otherwise.
5. RACEWAYS: RIGID STEEL CONDUIT: full weight galvanized threaded pipe,
EMT CONDUIT: compression fittings, PVC: schedule 40, all as allowed
by local codes. Seperate raceways shall be used for each voltage system.
6. Any installation conflict with other trades shall be brought to the
attention of the Engineer for clarification before proceeding.
7. Contractor will verify location of equipment and connect as required for
clearances and connections.
8. All ourdoor electrical equipment to be NEMA 3R rated.
CONDUIT TO BE EXPOSED FLUSH
MOUNT ON FACE OF INTERIOR BLOCK
WALLS
ELECTRICAL SPECIFICATIONS
1.1 SCOPE
A. WORK INCLUDED: Include the following Work in addition to items normally part of this Section:
01 Wiring for lighting and power.
02 Installation of lighting fixtures with lamps.
03 Lighting panelboards and distribution panelboards.
04 Connection of equipment shown.
05 Control wiring.
06 Disconnection and removal of existing fixtures and wiring not to be reused.
1.2 MINIMUM COMPLIANCE STANDARDS
A. All work shall be done in accordance with the requirements of the following:
01 Latest adopted issue of the National Electrical Code, NFPA 70.
02 Other applicable NFPA Codes.
03 Regulation of local authorities having jurisdiction.
B. Furnish and install all labor, material and equipment and services necessary for complete and
safe installation of the electrical system indicated on the drawings and noted in the
specifications hereinafter. Electrical systems and equipment shall in general include the
following:
01 General provisions for electrical work.
02 Wiring, distribution equipment and devices.
03 Lighting fixtures and lamps.
04 Grounding system.
1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK
A. DRAWINGS: Electrical drawings considered diagrammatic and indicate general arrangement of work
and systems. Refer to other drawings to verify location of equipment, etc. Check drawings of
other trades to verify exact space condition or underground lines. Drawing Scales prohibit the
indication of all offsets, fittings and accessories required, however these items will be
provided by this subcontractor at no extra cost to the owner.
B. QUALITY OF MATERIALS: New, best of their respective kind, free from defects, and listed by
Underwriter's Laboratories, Inc. or bearing their label.
C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and panelboards.
Obtain approval before equipment is ordered, built or installed.
D. EXCAVATION AND BACKFILLING: Excavate, backfill and restore surfaces for all electrical work.
E. Visit site and inspect existing facilities before bid in order to ensure proper evaluation of
working conditions and location of existing equipment.
1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES
A. CONDUCTORS: Copper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and
smaller size solid, No. 8 and larger stranded. Insulation of conductor thermoplastic, type THHN
(min. size: No. 12) any wire installed outside, underground, in slabs, or exposed to moisture
shall have THWN insulation.
B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1/2 inch except
as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless,
comiression fittings, and minimum 1/2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT,
continuous singlestrip, galvanized, and minimum 1/2" size except as noted or required for wiring. PVC
CONDUIT, heavy duty type, size as indicated. Type AC or MC cable where permitted. Separate raceways shall
be used for each voltage system.
C. DISCONNECT SWITCHES: General Duty, horsepower rated for motor loads 600 or 250 volt rating, fused
or non -fused as noted; number of poles as indicated, cover interlocked with switch. Enclosure
NEMA 1 for indoor use and NEMA 3R for weatherproof applications. Switch to be Square "D" or equal.
D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with
manually operated insulated trip -free handle. Multi -pole types with internal common trip bar.
Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10,000 RMS
symmetrical amperes circuit breakers to be Square "D" or equal, type as required.
E. PANELBOARDS: Voltage, phasing and ampere ratings as indicated, circuit breaker type as indicated,
busbars of hard drawn copper, minimum 98% conductivity, galvanized steel back box, door and trim.
All corners lapped and welded, hardware chrome plated with flush lock and catch. Hinges semi -
concealed, 5 knuckle steel with nonferrous pins, 180 degree openings. Minimum gutter space 5-
3/4" sides, top and bottom. Increase size where required by code. Directory holder complete
with clear plastic transparent cover indicating typewritten list of feeder cables, conduit sizes,
circuit numbers, outlets of equipment supplied, and their location. Circuit breaker type
panelboards to be Square "D" type NQOD or I -Line, or equal. A plastic label shall be located on exterior of
panelboard identifying the system voltage, phase, and current rating.
F. WIRING DEVICES: All devices the product of the same manufacturer. Wall switches sin le pole, 20
_g
ampere, 120 volt. Wall switches three-way, 20 ampere, 120 volt. Receptacles duplex, 2 wire; 3
pole grounded, 20 ampere, 120 volt.
G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for
special outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES
COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER.
1.5 LIGHTING FIXTURES AND LAMPS
A. Furnish and install complete system of lighting fixtures, lamps, accessories and supports as
specified and indicated. Submittals of equal quality are allowed.
1.6 GROUNDING SYSTEM
A. EQUIPMENT: Ground non -current carrying metal parts of panelboard, raceways and all lighting
fixtures. All conduits shall have equipment grounding conductors.
1.7 INSTALLATION
A. Secure all supports to building structure. Support horizontal runs
of metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right
angles to walls.
B. Pass raceways over water, steam or other piping when pull boxes are not required. No raceway
within 3 inches of steam or hot water pipes, or appliances, except crossings where raceway shall
be at least 2 inches from pipe cover.
C. Cut conduit ends square, ream smooth. Paint male threads of field threaded conduit with graphite
base pipe compound. Draw up tight with conduit couplings.
D. Leave wire sufficiently long to permit making final connections. In raceways over 50 feet in
which wiring is not installed, furnish pull wire.
E. Verify locations of outlets and switches.
F. Support panel, junction and pull boxes independently to building structure with no weight bearing
on conduits.
G. Connect conduit to motor conduit terminal boxes with flexible conduit; minimum 18 inches in
length and 50% slack. Do not terminate in or fasten raceways to motor foundation.
H. Contractor to remove and salvage all abandoned electrical equiment.
1. This contractor shall warrant all labor and materials for one year from date of final written
acceptance.
ELECTRICAL PLAN 1/491 = 1 1 off
200 AMP 30 CIRC PANEL
1 DED CIRCUIT I P2o 2 DED CIRCUIT 1 P20
3 DED CIRCUIT I P20 4 DED CIRCUIT 1 P20
5 DED CIRCUIT 1 P20 6 DED CIRCUIT 1 P20
7 DED CIRCUIT 1 P20 8 DED CIRCUIT 1 P20
9 DED CIRCUIT 1 P20 1 10 DED CIRCUIT 1 P20
11 DED CIRCUIT 1 P20 12 DED CIRCUIT 1 P20
13 DED CIRCUIT I P20 14 DED CIRCUIT 1 P20
15 DED CIRCUIT 1 P20 16 DED CIRCUIT 1 P20
17 CONCESSION LIGHTS/SMOKE ALARM 1 P20 18 EMERGENCY EIXT COMBO 1 P20
19 EQUIP STORAGE &WATER FOUNTAIN 1 P20 20 WOMENS RESTROOM LIGHTS 1 P20
21 RESTROOM GFI OUTLETS 1 P20 22 RESTROOM HAND DRYERS 1 P20
23 MENS RESTROOM LIGHTS 1 P20 24 STORAGE LIGHT 1 P20
25 OUTDOOR LIGHTS TIMER 1 P20 26 WATER HEATER 2P40
271 OPEN 28 1 1
291 MEETING ROOM LIGHTS/OUTLETS 1P20 . 30 1 MINI SPLIT UNIT I
BUILDING LOAD CALCULATIONS
LOAD DESCRIPTION DEMAND FACTOR TOTALS
LIGHTING 1952 VA X 3 5856 VA
RECEPTACLES ALLOWANCE 40 @ 180VA 7200 VA
WATER HEATER 4500 VA
TOTAL VA 17556 VA
17556 74 AMPS
240
TYPICAL ELECTRICAL RISER DIAGRAM
3 - 4/0 ALUMN
2" GALV RISER
METER SOCKET
GROUND PER N.E.C.
2- 4/0 #6 GROUND
2" GALV NIPPLE
CONCRETE ENCASED "LIFER"
ELECTRODE REQUIRED PER
CURRENT N.E.C. AND MUST
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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ELECTRICAL SPECIFICATIONS
1.1 SCOPE
A. WORK INCLUDED: Include the following Work in addition to items normally part of this Section:
01 Wiring for lighting and power.
02 Installation of lighting fixtures with lamps.
03 Lighting panelboards and distribution panelboards.
04 Connection of equipment shown.
05 Control wiring.
06 Disconnection and removal of existing fixtures and wiring not to be reused.
1.2 MINIMUM COMPLIANCE STANDARDS
A. All work shall be done in accordance with the requirements of the following:
01 Latest adopted issue of the National Electrical Code, NFPA 70.
02 Other applicable NFPA Codes.
03 Regulation of local authorities having jurisdiction.
B. Furnish and install all labor, material and equipment and services necessary for complete and
safe installation of the electrical system indicated on the drawings and noted in the
specifications hereinafter. Electrical systems and equipment shall in general include the
following:
01 General provisions for electrical work.
02 Wiring, distribution equipment and devices.
03 Lighting fixtures and lamps.
04 Grounding system.
1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK
A. DRAWINGS: Electrical drawings considered diagrammatic and indicate general arrangement of work
and systems. Refer to other drawings to verify location of equipment, etc. Check drawings of
other trades to verify exact space condition or underground lines. Drawing Scales prohibit the
indication of all offsets, fittings and accessories required, however these items will be
provided by this subcontractor at no extra cost to the owner.
B. QUALITY OF MATERIALS: New, best of their respective kind, free from defects, and listed by
Underwriter's Laboratories, Inc. or bearing their label.
C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and panelboards.
Obtain approval before equipment is ordered, built or installed.
D. EXCAVATION AND BACKFILLING: Excavate, backfill and restore surfaces for all electrical work.
E. Visit site and inspect existing facilities before bid in order to ensure proper evaluation of
working conditions and location of existing equipment.
1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES
A. CONDUCTORS: Copper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and
smaller size solid, No. 8 and larger stranded. Insulation of conductor thermoplastic, type THHN
(min. size: No. 12) any wire installed outside, underground, in slabs, or exposed to moisture
shall have THWN insulation.
B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1/2 inch except
as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless,
comiression fittings, and minimum 1/2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT,
continuous singlestrip, galvanized, and minimum 1/2" size except as noted or required for wiring. PVC
CONDUIT, heavy duty type, size as indicated. Type AC or MC cable where permitted. Separate raceways shall
be used for each voltage system.
C. DISCONNECT SWITCHES: General Duty, horsepower rated for motor loads 600 or 250 volt rating, fused
or non -fused as noted; number of poles as indicated, cover interlocked with switch. Enclosure
NEMA 1 for indoor use and NEMA 3R for weatherproof applications. Switch to be Square "D" or equal.
D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with
manually operated insulated trip -free handle. Multi -pole types with internal common trip bar.
Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10,000 RMS
symmetrical amperes circuit breakers to be Square "D" or equal, type as required.
E. PANELBOARDS: Voltage, phasing and ampere ratings as indicated, circuit breaker type as indicated,
busbars of hard drawn copper, minimum 98% conductivity, galvanized steel back box, door and trim.
All corners lapped and welded, hardware chrome plated with flush lock and catch. Hinges semi -
concealed, 5 knuckle steel with nonferrous pins, 180 degree openings. Minimum gutter space 5-
3/4" sides, top and bottom. Increase size where required by code. Directory holder complete
with clear plastic transparent cover indicating typewritten list of feeder cables, conduit sizes,
circuit numbers, outlets of equipment supplied, and their location. Circuit breaker type
panelboards to be Square "D" type NQOD or I -Line, or equal. A plastic label shall be located on exterior of
panelboard identifying the system voltage, phase, and current rating.
F. WIRING DEVICES: All devices the product of the same manufacturer. Wall switches sin le pole, 20
_g
ampere, 120 volt. Wall switches three-way, 20 ampere, 120 volt. Receptacles duplex, 2 wire; 3
pole grounded, 20 ampere, 120 volt.
G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for
special outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES
COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER.
1.5 LIGHTING FIXTURES AND LAMPS
A. Furnish and install complete system of lighting fixtures, lamps, accessories and supports as
specified and indicated. Submittals of equal quality are allowed.
1.6 GROUNDING SYSTEM
A. EQUIPMENT: Ground non -current carrying metal parts of panelboard, raceways and all lighting
fixtures. All conduits shall have equipment grounding conductors.
1.7 INSTALLATION
A. Secure all supports to building structure. Support horizontal runs
of metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right
angles to walls.
B. Pass raceways over water, steam or other piping when pull boxes are not required. No raceway
within 3 inches of steam or hot water pipes, or appliances, except crossings where raceway shall
be at least 2 inches from pipe cover.
C. Cut conduit ends square, ream smooth. Paint male threads of field threaded conduit with graphite
base pipe compound. Draw up tight with conduit couplings.
D. Leave wire sufficiently long to permit making final connections. In raceways over 50 feet in
which wiring is not installed, furnish pull wire.
E. Verify locations of outlets and switches.
F. Support panel, junction and pull boxes independently to building structure with no weight bearing
on conduits.
G. Connect conduit to motor conduit terminal boxes with flexible conduit; minimum 18 inches in
length and 50% slack. Do not terminate in or fasten raceways to motor foundation.
H. Contractor to remove and salvage all abandoned electrical equiment.
1. This contractor shall warrant all labor and materials for one year from date of final written
acceptance.
ELECTRICAL PLAN 1/491 = 1 1 off
200 AMP 30 CIRC PANEL
1 DED CIRCUIT I P2o 2 DED CIRCUIT 1 P20
3 DED CIRCUIT I P20 4 DED CIRCUIT 1 P20
5 DED CIRCUIT 1 P20 6 DED CIRCUIT 1 P20
7 DED CIRCUIT 1 P20 8 DED CIRCUIT 1 P20
9 DED CIRCUIT 1 P20 1 10 DED CIRCUIT 1 P20
11 DED CIRCUIT 1 P20 12 DED CIRCUIT 1 P20
13 DED CIRCUIT I P20 14 DED CIRCUIT 1 P20
15 DED CIRCUIT 1 P20 16 DED CIRCUIT 1 P20
17 CONCESSION LIGHTS/SMOKE ALARM 1 P20 18 EMERGENCY EIXT COMBO 1 P20
19 EQUIP STORAGE &WATER FOUNTAIN 1 P20 20 WOMENS RESTROOM LIGHTS 1 P20
21 RESTROOM GFI OUTLETS 1 P20 22 RESTROOM HAND DRYERS 1 P20
23 MENS RESTROOM LIGHTS 1 P20 24 STORAGE LIGHT 1 P20
25 OUTDOOR LIGHTS TIMER 1 P20 26 WATER HEATER 2P40
271 OPEN 28 1 1
291 MEETING ROOM LIGHTS/OUTLETS 1P20 . 30 1 MINI SPLIT UNIT I
BUILDING LOAD CALCULATIONS
LOAD DESCRIPTION DEMAND FACTOR TOTALS
LIGHTING 1952 VA X 3 5856 VA
RECEPTACLES ALLOWANCE 40 @ 180VA 7200 VA
WATER HEATER 4500 VA
TOTAL VA 17556 VA
17556 74 AMPS
240
TYPICAL ELECTRICAL RISER DIAGRAM
3 - 4/0 ALUMN
2" GALV RISER
METER SOCKET
GROUND PER N.E.C.
2- 4/0 #6 GROUND
2" GALV NIPPLE
CONCRETE ENCASED "LIFER"
ELECTRODE REQUIRED PER
CURRENT N.E.C. AND MUST
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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TYPICAL ELECTRICAL RISER DIAGRAM
3 - 4/0 ALUMN
2" GALV RISER
METER SOCKET
GROUND PER N.E.C.
2- 4/0 #6 GROUND
2" GALV NIPPLE
CONCRETE ENCASED "LIFER"
ELECTRODE REQUIRED PER
CURRENT N.E.C. AND MUST
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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HOSE
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3"FD
I
PLUMBING FIXTURE LOCATION PLAN 1/411 = 1 foil
M'M
14" CO
— — — — — — — — — — —
- - - - - - - - - -
3" I'D
3" I'D
3 COMPARTMENT SINK TO CONNECT INDIRECT
TO BUILDING DRAIN WITH AN AIR GAP TYP.
NFD
�'
177�— — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — —
--------------
--------
3" I'D
COMP
37 COMPARTMENT SINK TO CONNECT INDIRECT
T T 0 BUILDING DRAIN WITH AN AIR GAP TYP.
3" FD
3" I'D
3" Fj
—j-FD
L
LLLk-
3'
FD1
1 1/2" VTR
1 1/2" VTR I
11/2" VTR I 1/2"VTR
4" 4"
3'
FID LAV 3 rV3
3"
HW SK 3COMPSK 3" VTR
2" 1
z 12-
jkq I Wc
F D 3" ji 3 1 Y
1 3"
SANITARY DRAIN LINE PLAN 1/491 = if off
LAV �C WF
3"
Z4'
FD -
1 1/2" VTR 3' /3
1 1/2" VTR
U IN
1 1/2" VTR
2"
URINAL
L-
2"
LAV
Wc
3" L-v
ALL SANITARY PIPING TO BE SCHL 40 PVC
ALL FLOOR DRAINS TO HAVE PRIMERS
SANITARY RISER DIAGRAM
NOT TO SCALE
1 1/2" VTR
SK
1 1/2"
LAV
1 1/2" VrR
�W SK
i
3 COMP 1 1/2"
4" 1
CONNECT INDIRECT TO
FID
DRAIN WITH AIR GAP 3" 1
3"
4-
m
FID
4"
FD
4" �O
S
ICE h
/I
-- - - - - - - - - - - - - - - -
6" MAX.
TOE CLEARANCE
C)
17" MAX LAV DEPTH '-- 8" MIN KNEE CLEARANCE
HANDICAP SINK DETAIL
SINK
1. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM
NO HIGHER THAN 34" FROM THE FINISH FLOOR. EACH
SINK SHALL BE MINIMUM OF 6 1/2" DEEP.
UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER
OR 52" BY 72" FINISH INSIDE DIMENSIONS ADJACENT TO
THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL
ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL
EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY
OR SINK
FRONT VIEW
3' 21/2"
,Ole
MINIMUM CLEAR OPENING
TOP VIEW
=co
FINISH FLOOR
HI LOW A.D.A. WATER FOUNTAIN DETAIL
NOT TO SCALE
PLUMBING FIXTURE SCHEDULE
FLOOR MOUNT
AMERICAN STANDARD 2857.016.02 ADA TOILET
WATER CLOSET
WITH MANUAL FLUSH CHROME FITTINGS
OR EQUAL
AMERICAN STANDARD 0321.023.020
COLOR: WHITE
WALL MOUNT
SGL LEVER HANDLE 6114.110.002
LAVATORY
WITH TEMP CONTROL
FAUCET, P TRAP WRAP KIT
OR EQUAL
AMERICAN STANDARD WHITE
MODEL 6590.001.020
URINAL
MANUAL FLUSH VALVE
MODEL 6045.101.002
OR EQUAL
ELKAY MODEL
WATER FOUNTAIN
EZSTL8LC
MOP SINK
MUSTEE MODEL 12C POLY TUB
WITH METAL LEGS AND FAUCET
ELECTRIC
PRO LINE 40 GALLON
HAND WASH SINK
REGENCY WALL MOUNT 17X1 5
WITH GOOSE NECK FAUCET
ADVANCE TABCO FE-3 -1014 SINK
3 COMPARTMENT SINK
REGENCY 8" OC 12" SWING OUT FAUCET
OR EQUAL
GRAB BARS
18 GA SATIN FINISH STAINLESS STEEL
1 1/4" MANUFACTURE BOBRICK
SATIN FINISH 40 FL OZ MODEL BOB 2112
SOAP DISPENSER
MANUFACTURE BOBRICK
TOLIET TISSUE
SATIN FINISH B 2888
DISPENSER
MANUFACTURE BOBRICK
HAND DRYER
B 7125 AUTOMATIC HAND DRYER
MANUFACTURE BOBRICK
B 293-1830 FIXED POSITION
MIRRORS
TILT MIRROR
MANUFACTURE BOBRICK
EZ FLO 20182 MALE LOCK
HOSE B
LEVER HOSE BIB
SOLID CORE REINFORCED COMPOSITE
RESTROOM PARTITIONS
SIERRA SERIES 1090 OVER HEAD BRACED
FLOOR ANCHORED
MANUFACTURE BOBRICK
54" MIN TOILET 18" MIN F 18" MIN
PAPER 24" MIN
42" MIN HOLDER
7 7
LAV
z
C?
7
CLEAR FLOOR co
SPACE
HANDICAP TOILET DETAIL ---------------
GRABBARS 60" MIN
A GRAB BAR SHALL BE PROVIDE. LOCATED 33" INCHES
FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED
VERTICALLY TO THE TOP OF THE RAIL
1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES
2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN
THE RAIL AND THE WALL.
3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND
A LOAD OF NOT LESS THAN 250 LBS APPLIED AT ANY POINT.
DOWNWARD OR HORIZONTALLY.
4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE
LENGTH.
SPECIAL NOTE: GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS
ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF
THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT.
5. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED
AT THE LEADING EDGE OF THE WATER CLOSET.
MAIN WATER LINE 1"
BRANCH LINE TO FIXTURES 3/4"
HOT WATERLINE FROM HEATER TO FIXTURES 3/4" 1. ALLWATER PIPING TO BE CPVC OR EQUAL
2. CIRCULATING PUMP REQUIRED TO BE
3/4" LINE TO ALL HOSE BIBS AT LOCATIONS SHOWN LOCATED BY PLUMBING CONTRACTOR
ON FLOOR PLANS AND FIXTURE LOCATION PLAN WATER RISER DIAGRAM
NOT TO SCALE
WATER
HEATER
11, sov
I
AETER No
kCHINE
GINEERING INC.
:ZAL ENGINEERS
�-/[CHARD L. KIDDEY P.E.
FILORIDA LICENSE NUMBER 37296
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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