HomeMy WebLinkAbout39506 South AveCITY OF ZEPHYRHILLS
GUNNER PAW PARK RESTROOM FACILITY
BUILDING DATA:
OCCUPANCY CLASSIFICATION: N/A
CONSTRUCTION TYP: V B
LOAD CAPACITGY: N/A
FIRE PROTECTION
RESIDENTIAL AND COMMERCIAL BUILDING DESIGNS
13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
OFFICE 352-523-2077 FAX 352-567-2070
N/A
PLAN INDEX
SHEET 131 : FLOOR PLAN
DOOR SCHEDULE
INTERIOR FINISH SCHEDULE
SHEETS 1: FOUNDATION PLAN
ROOF TRUSS PLAN
ROOF SHEATHING DETAIL
TRUSS BRACING DETAIL
WALL SECTION DETAILS
GENERAL CONSTRUCTION NOTES
SHEET El: POWER PLAN
LOAD CALCULATIONS
ELECTRICAL RISER
PANEL SCHEDULE
ELECTRICAL LEGEND/ SCHEDULE
Pl: SANITARY PLAN
PLUMBING FIXTURE SCHEDULE
ADA FIXTURE DETAILS
ARKAY ENGINEERING INC.
structural engineers
1958 E. Edgewood Drive, Lakeland FI 33803
Phone 663-688-6500 Fax 863-688-6551
State of Florida Certificate of Authorization E56341
Richard L 1Kiddeg P.E. - Florida License 3121B6
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2D10 FLORIDA BUILDING CODE
ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE.
THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
FLOORS:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD ( TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD ( TRUSS TOP CHORD) - 10 P.S.F.
DEAD LOAD ( TRUSS BOTTOM CHORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 7 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2010 FLORIDA
BUILDING CODE SECTION 1609.1.1.
VVINL) ut51Vry HSSUMF I IUNs:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0AB
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602Z
COMPONENT & CLADDING WIND LOADS
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
1
NIA
+32.3/-35.3
2
-65.7
+32.3/-56.2
3
-110.6
+32.3/-89.0
4
N/A
+35.3/-38.2
5
N/A
+35.3/-47.2
SOIL BEARING & COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM . THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS & SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER
FINAL SITE GRADING) . THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
1/2" CDX ROOF SHEATHING NAILED PER ROOF
SHEATHING DETAIL WITH 8D RS NAILS. COVER
WITH #30 FELT.INSTALL MASTER RIB 26 GA
PAINTED STEEL ROOFING OR EQUAL AS PER
MANUFACTURES SPECIFICATIONS
SECURE ALL ROOF TRUSSES TO BLOCK WALLS
USING SIMPSON HETA20 TRUSS STRAPS, FILL
NAIL HOLES WITH 10DX 1 1/2' NAILS
TOP OF BLOCK WALL 8' 4"
I I
1' 4" I_ 2' 0"
2X4 WOOD SUB FASCIA WITH OVERHANG CANTILEVER
ALUMINUM FASCIA, DRIP AND
SOFFIT MATERIALS
NO INSULATION IN WALLS
0
60
STRUCK JOINT PAINTED
BLOCK WALLS ON EXTERIOR
BUILDING FINISH FLOOR 0' 4"
APPROXIMATE FINAL GRADE 0' 0"
co
BOTTOM OF FOOTING
SOIL TERMITE TREATMENT: PER FBC 2304.11
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
SHALL STATE
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING & COMPACTION ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
( INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT.
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) . ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/6 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
EXTERIOR WINDOWS & DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/IS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
ALL MULLIONS AND ADJACENT DOORIWINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL -
( 1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
ENGINEERED ROOF TRUSSES
NO INSULATION IN ATTIC
4X8 JAMES HARDI 8" VERTICAL GROOVE
SHEETS APPLIED TO BOTTOM OF ROOF
TRUSSES WITH 8D NAILS 8' OC (TYP)
SINGLE COARSE KNOCK OUT LINTEL
BLOCK COARSE AT TOP OF WALL WITH
145 HORIZONTAL REBAR TIED TO ALL
VERTICAL RODS, POUR SOLID WITH
3000 PSI CONCRETE
_ 8" PRECAST LINTEL OVERALL
OPENINGS IN WALL (TYP)
STRUCK JOINT PAINTED
BLOCK WALLS ON INTERIOR
#5VERTICAL REBAR FROM FOOTINGS TO TOP
OF WALL AT LOCATIONS SHOWN ON FLOOR AND
FOUNDATION PLAN TIED TO ALL REBAR IN LINTEL.
AND FOOTINGS. POUR CELL SOLID WITH 3000 PSI
CONCRETE. ALL REBAR LAP TO BE MINIMUM 25"
4" 3000 PSI CONCRETE OVER CLEAN COMPACT
TERMITE TREATED SOIL. COVER WITH 6 MILL
VISQUEEN AND USE 616 10/10 WIRE MESH
16"X12" 3000 PSI CONCRETE FOOTING
WITH WITH 245 REBAR ON CHAIRS
USE 1 SIMPSON HETA20 STRAP AT ONE
SIDE OF ALL ROOF TRUSSES AT BLOCK
WALL. FILL NAIL HOLES WITH 10DX 1/2"
NAILS.
12' 0"
2' 0"
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1/2" CDX ROOF SHEATHING NAILED PER ROOF
SHEATHING DETAIL WITH 8D RS NAILS. COVER
WITH #30 FELT.INSTALL MASTER RIB 26 GA
PAINTED STEEL ROOFING OR EQUAL AS PER
MANUFACTURES SPECIFICATIONS
SECURE ALL ROOF TRUSSES TO BLOCK WALLS
USING SIMPSON HETA20 TRUSS STRAPS, FILL
NAIL HOLES WITH 10DX 1 1/2' NAILS
0
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TOP OF BLOCK WALL 8' 4"
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1' 4"
2X4 WOOD SUB FASCIA WITH OVERHANG I
ALUMINUM FASCIA, DRIP AND
SOFFIT MATERIALS
NO INSULATION IN WALLS
STRUCK JOINT PAINTED
BLOCK WALLS ON EXTERIOR
BUILDING FINISH FLOOR 0' 4"
APPROXIMATE FINAL I
O
BOTTOM OF FOOTING
CANTILEVER ROOF LINE
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ENGINEERED ROOF TRUSS PLAN 1/4" = 1' 0'
2X4 CROSS -BRACING @ RIDGE
20'-0" MAX
mi
mm1�11
SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
BRACING OR CROSS BRACING REQUIREMENTS
REQ. MINIMUM TRUSS BRACING
ENGINEERED ROOF TRUSSES
NO INSULATION IN ATTIC
4X8 JAMES HARDI 8" VERTICAL GROOVE
SHEETS APPLIED TO BOTTOM OF ROOF
TRUSSES WITH BD NAILS 8" OC (TYPj
SINGLE COARSE KNOCK OUT LINTEL
BLOCK COARSE AT TOP OF WALL WITH
1-#5 HORIZONTAL REBAR TIED TO ALL
VERTICAL RODS, POUR SOLID WITH
300D PSI CONCRETE
6" PRECAST LINTEL OVER ALL
OPENINGS IN WALL (TYP)
STRUCK JOINT PAINTED
BLOCK WALLS ON INTERIOR
#SVERTICAL REBAR FROM FOOTINGS TO TOP
OF WALL AT LOCATIONS SHOWN ON FLOOR AND
FOUNDATION PLAN TIED TO ALL REBAR IN LINTEL.
AND FOOTINGS. POUR CELL SOLID WITH 3000 PSI
CONCRETE. ALL REBAR LAP TO BE MINIMUM 25'
4" 3000 PSI CONCRETE OVER CLEAN COMPACT
TERMITE TREATED SOIL. COVER WITH 6 MILL
VISQUEEN AND USE 616 10110 WIRE MESH
16"X12" 3000 PSI CONCRETE FOOTING
WITH WITH 245 REBAR ON CHAIRS
1' 0" �6"
WALL SECTION DETAIL S-2
#5 VERTICAL RODS FROM FOOTINGS BELOW TO
TOP OF WALL. PLACED AT ALL CORNERS, EACH
SIDE OF ALL OPENINGS AND SPACED MAXIMUM
VOlt OC
TOP/BOTTOM CHORD GABLE
7 END BRACING @ 48" O.C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES ( MIN 2X4)
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CONT. BOTTOM CHORD
BRACING (1"x4" MIN) @
10'-0" MAX.
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FOUNDATION PLAN 1/4" = 1' 0'
NOTE:
SEE SANITARY PLAN FOR PLUMBING
FIXTURE LOCATIONS
51-10„
ROOFEDGE
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GABLE END
PARTIAL ROOF PLAN
ZONE O 8dRING SHANK NAILS AT 6" Q.C. AT EDGES
8dRING SHANK NAILS AT 12" O.C. INTERMEDIATE
ZONES 2a O 8dRING SHANK NAILS AT 6" O.C., 4" O.C. AT
ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
AND OCCUR OVER A FRAMING MEMBER.
ROOF SHEATHING NAILING
NOT TO SCALE
ENGINEERED ROOF TRUSSES
NO INSULATION IN ATTIC
4X8 JAMES HARDI 8" VERTICAL GROOVE
SHEETS APPLIED TO BOTTOM OF ROOF
TRUSSES WITH BD NAILS 8" OC (TYP)
SINGLE COARSE KNOCK OUT LINTEL
BLOCK COARSE AT TOP OF WALL WITH
145 HORIZONTAL REBAR TIED TO ALL
VERTICAL RODS, POUR SOLID WITH
3000 PSI CONCRETE
_ 8" PRECAST LINTEL OVER ALL
OPENINGS IN WALL (TYP)
STRUCK JOINT PAINTED
BLOCK WALLS ON INTERIOR
OF EACH SIDE
#5VERTICAL REBAR FROM FOOTINGS TO TOP
OF WALL AT LOCATIONS SHOWN ON FLOOR AND
FOUNDATION PLAN TIED TO ALL REBAR IN LINTEL.
AND FOOTINGS. POUR CELL SOLID WITH 3000 PSI
CONCRETE. ALL REBAR LAP TO BE MINIMUM 25"
4" 3000 PSI CONCRETE OVER CLEAN COMPACT
TERMITE TREATED SOIL. COVER WITH 6 MILL
VISQUEEN AND USE 6/610/10 WIRE MESH
16"X12" 3000 PSI CONCRETE FOOTING
WITH WITH 245 REBAR ON CHAIRS
�6"
WALL SECTION DETAIL S-3
NOT TO SCALE
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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 2010 AND ASCE 7-10 FOR 137 MPH
WIND ZONE RISK CATEGORY II
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TOTAL AREA
176 SQ. FT.
WALL SECTION DETAIL S-1
NOT TO SCALE
NOT TO SCALE
S1
ARKAY #
TANKLESS WATER
HEATER LOCATION
HEATER LOCATION
ELECTRICAL PLAN 1 /411 = 1' of
100 AMP 24 CIR TYPICAL PANEL
1
WALL PACK LIGHT/ TIMER
1 P20
2
STORAGE LIGHTS
1 P20
3
RESTROOM LIGHTS & FAN
1 P20
4
INSTANT HOT WATER / LAV
1 P20
5
INSTANT HOT WATER / MOP SK
1 P20
6
GFI RECEPTACLE
1 P20
7
EMERGENCY LIGHTS
1P20
8
SPACE
9
SPACE
10
SPACE
11
SPACE
12
SPACE
13
SPACE
14
SPACE
15
SPACE
16
SPACE
17
SPACE
18
SPACE
19
SPACE
20
SPACE
21
SPACE
22
SPACE
23
SPACE
24
SPACE
LOAD CALCULATIONS
LOAD
DEMAND FACTOR
TOTALS
LIGHTING
176 X 3
528
RECPTS
1 X 180
180
TANKLESS
WATER HEATERS
2 @ 360
720
TOTAL
1428
1428 VA
208 VOLTS 6.9 AMPS
ELECTRICAL NOTES
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. Separate 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.
LIGHTING & ELECTRICAL LEGEND
A
&
O
LITHONIA LB 1OX48 2 LAMP
110V GROUND
BOSCH GL 5
WRAP FLUORESCENT FIXTURE
FAULT OUTLET
ARISTON 2 1/2
GALLON TANKLESS
WATER HEATER
BI
120V 1500 WATTS
HE
LITHONIA MNSB 132 L T6
2 LAMP FLUORESCENT
100 CFM
FIXTURE
NUTONE 765 HL
EXHAUST FAN
O
PANEL
$MS
MOTION OCCUPANCY
SENSOR SWITCH
STANDARD SWITCH
METER
m
EMERGENCY LIGHT
LITHONIA TWAC
WITH BATTERY B.U.
MINI WALL PACK
3- #3 THNN
1- k3 N
G FOOTER STEEL
CONCRETE ENCASED"UFER"
ELECTRODE REQUIRED PER
CURRENT N.E.C. AND MUST
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
ELECTRICAL RISER DIAGRAM
NOT TO SCALE
SINGLE PHASE
BREAKER PANEL
MAIN
GROUND ROD
54" MIN TOILET 18" MIN 18" MIN —24" MIN
PAPER
F
1/
HOLDER
42" MIN
:
LAY i
1
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CLEAR FLOOR
yj
SPACE
HANDICAP TOILET DETAIL -----
---
60" MIN
GRAB BARS
A GRAB BAR SHALL BE PROVIDE, LOCATED 33" INCHES
FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED
VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF
NOT MORE THAN 1/2 INCH AND:
I, SHALL HAVE AN OUTSIDE DIAMETER OF 1 V2 INCHES
2. SHALL PROVIDE 1 112 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.
S. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED
AT THE LEADING EDGE OF THE WATER CLOSET.
------------- ----
6" MAX, ----'-- XX
TOE CLEARANCE i z Q
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rt" MAX LAV DEPTH B" 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,
2, CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN
UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER
OR 52" BY Yl" 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 13" UNDERNEATH THE LAVATORY
OR SNK
PLUMBING FIXTURE SCHEDULE
SLOAN OPTIMA FAUCET ETF-80
LAVATORY
KOHLER MODEL K-2030-0 WHITE
CHROME FINISH
SUPPLY AND DRAIN PIPING TO
HAVE TAMPER PROOF SHIELD
UNDER SINK
BOSCH GLS ARISTON 2 1/2
TO BE INSTALLED IN STORAGE
TANKLESS
GALLON
AREA BEHIND LAVATORY
WATER HEATER
WATER CLOSET
KOHLER MODEL K-4368-0
SLOAN MANUAL
FLOOR MOUNT ADA
FLUSHOMETER 110
SLOAN ROYAL EXPOSED
URINAL
KOHLER MODEL K-4904-ET-0
FLUSHOMETER MODEL 180
WALL MOUNT VERITEK
CHROME FAUCET TO FIT
MOP SINK
SOLID MOLDED TUB
TUB WITH WATER HOSE
MANUFACTURE TO BE
ADAPTER
DETERMINED
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 112 inch except
as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless,
comression 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.
E
ALL WATER AND SANITARY PIPING TO
BE EXPOSED AND ACCESSIBLE FROM
THIS SIDE OF MASONRY WALL
SANITARY PLAN 1 /411 = 1' 0'
PIPE NOTE:
SANITARY PIPING TO BE SCHL 40 PVC
COLD AND HOT WATER LINES TO BE CPVC
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 singlepole, 20
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.
I. This contractor shall warrant all labor and materials for one year from date of final written
acceptance.
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD 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 2010 AND ASCE 7-10 FOR 137 MPH
WIND ZONE RISK CATEGORY II
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TOTAL AREA
176 SQ. FT.
E1 P1
ARKAY #
29 GA MASTER RIB
EEL ROOF
TOP OF BLOCK WALL 8' 0"
BUILDING FINISH FLOOR 0' 0" 0
FRONT ELEVATION 1/411= 1' 0'
RIGHT ELEVATION 1/4" = 1' 0'
REAR ELEVATION 1/411= 1' 0'
29 GA MASTER RIB
LEFT ELEVATION 1/4" = 1' 0'
DOOR AND HARDWARE SCHEDULE
PLAN I.D.
DOOR SIZE
DOOR TYPE
FRAME
HARDWARE
A
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HOLLOW METAL AMWELD
WELDED METAL
3 EACH 4.5 26D
2 EACH BALDWIN
16 GA ROLLED STEEL OR
AMWELD OR EQUAL
SATIN CHROME
2000 264 SATIN CHROME
EQUAL
1 EACH BALDWIN
FINISH KICK PLATES
1 EACH BALDWIN
2115 264 SATIN CHROME 2115 264 SATIN CHROME
PUSH PLATE
PULL PLATE WITH 1 EACH
2552 264 SATIN CHROME
PULL HANDLE
1 EACH SARGENT
1 EACH SCHLAGE
MODEL 351 H.D.
B561 SINGLE CYLINDER
ALUMINUM FINISH
DEADBOLT
DOOR CLOSURE
ALL WATER AND SANITARY PIPING TO
BE EXPOSED AND ACCESSIBLE FROM
THIS SIDE OF MASONRY WALL
TANKL
HEATS
#5 VERTICAL RODS FROM FOOTINGS BELOW TO
TOP OF WALL. PLACED AT ALL CORNERS, EACH -
SIDE OF ALL OPENINGS AND SPACED MAXIMUM
4'0"OC
12' 0"
5101,
24" CANTILEVER ROOF LINE
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HEATER LOCATION
FLOOR PLAN 1 /411 = 1' 0'
ALL EXTERIOR WALLS ACT AS SHEAR WALLS
FINISH SCHEDULE
PLAN ID
FLOOR
WALL
CEILING
STRUCK JOINT EXPOSED
JAMES HARDI 4X8 PANELS
AMERICAN OLEAN CERAMIC TILE
BLOCK WALL PAINTED
PAINTED PORTER 900 INTERIOR
RESTROOM AREA
ENTITY GRAY UNIT EN-93
PORTER 900 INTERIOR
EXTERIOR ENAMEL GLOSS
EXTERIOR ENAMEL GLOSS
COLOR TO BE CHOSEN
COLOR TO BE CHOSEN
STRUCK JOINT EXPOSED
JAMES HARDI 4X8 PANELS
STORAGE AREA
BROOM FINISH CONCRETE
BLOCK WALL PAINTED
PAINTED PORTER 900 INTERIOR
WITH CLEAR SEALER
PORTER 900 INTERIOR
EXTERIOR ENAMEL GLOSS
EXTERIOR ENAMEL GLOSS
COLOR TO BE CHOSEN
COLOR TO BE CHOSEN
STRUCK JOINT EXPOSED
BLOCK WALL PAINTED
EXTERIOR
N/A
PORTER 900 INTERIOR
N/A
EXTERIOR ENAMEL GLOSS
COLOR TO BE CHOSEN
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD 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 2010 AND ASCE 7-10 FOR 137 MPH
WIND ZONE RISK CATEGORY II
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TOTAL AREA
176 SQ. FT.
B1
ARKAY #
I
CITY OF ZEPHYRHILLS
GUNNER PAW PARK RESTROOM FACILITY
PLAN INDEX
SHEET B1 : FLOOR PLAN
DOOR SCHEDULE
INTERIOR FINISH SCHEDULE
SHEETS 1: FOUNDATION PLAN
ROOF TRUSS PLAN
ROOF SHEATHING DETAIL
TRUSS BRACING DETAIL
WALL SECTION DETAILS
GENERAL CONSTRUCTION NOTES
SHEET El: POWER PLAN
LOAD CALCULATIONS
ELECTRICAL RISER
PANEL SCHEDULE
ELECTRICAL LEGEND/ SCHEDULE
Pl: SANITARY PLAN
PLUMBING FIXTURE SCHEDULE
ADA FIXTURE DETAILS
SITE PLAN AND SITE ENGINEERING AS NEEDED
PROVIDED BY CITY OF ZEPHYRHILLS
I D E S I G N S INC
RESIDENTIAL AND COMMERCIAL BUILDING DESIGNS
13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
OFFICE 352-523-2077 FAX 352-567-2070
RE J -< , , . J 0 12014
ry or
LAf`481=-,)W 1NER
BUILDING DATA:
OCCUPANCY CLASSIFICATION: N/A.
CONSTRUCTION TYP: V B
LOAD CAPACITGY
N/A
FIRE PROTECTION: N/A
0*4
ARKAY ENGINEERING INC.
structural engineers
iS58 E. Edgewood Drive, Lakeland FI 33803
Phone 863-688-6500 Fax 863408840551
State of Florida Certificate of Authorization E156341
Richard L Kiddey P.E. - Florida Licence * 3�296
N GA MASTER RIB
EL ROOF
TOP OF BLOCK WALL 9_ 0" 0
BUILDING FINISH FLOOR 0' 0"
FRONT ELEVATION 1/4" = 1' 0'
RIGHT ELEVATION 1/4" = 1' 0'
REAR ELEVATION 1/4" = 1' 0'
LEFT ELEVATION 1 /4" = 1' 0'
DOOR AND HARDWARE SCHEDULE
PLAN I.D. DOOR SIZE DOOR TYPE FRAME HARDWARE
A 3'0"X6'8 1 3/4" HOLLOW METAL AMWELD WELDED METAL 3 EACH 4.5 26D 2 EACH BALDWIN
16 GA ROLLED STEEL OR AMWELD OR EQUAL SATIN CHROME 2000 264 SATIN CHROME
EQUAL FINISH KICK PLATES
1 EACH BALDWIN 1 EACH BALDWIN
21.15 264 SATIN CHROME 2115 264 SATIN CHROME
PUSH PLATE PULL PLATE WITH 1 EACH
2552 264 SATIN CHROME
PULL HANDLE
1 EACH SARGENT 1 EACH SCHLAGE
MODEL 351 H.D. B561 SINGLE CYLINDER
ALUMINUM FINISH DEADBOLT
DOOR CLOSURE
ALL WATER AND SANITARY PIPING TO
BE EXPOSED AND ACCESSIBLE FROM
THIS SIDE OF MASONRY WALL
#5 VERTICAL RODS FROM FOOTINGS BELOW TO
TOP OF WALL. PLACED AT ALL CORNERS, EACH -
SIDE OF ALL OPENINGS AND SPACED MAXIMUM
a'0"OC
12' 0"
5' 0"
24" CANTILEVER ROOF LINE
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HEATER LOCATION
FLOOR PLAN 1/411= 1' 0'
ALL EXTERIOR WALLS ACT AS SHEAR WALLS
FINISH SCHEDULE
PLAN ID
FLOOR
WALL
CEILING
STRUCK JOINT EXPOSED
JAMES HARDI 4X8 PANELS
AMERICAN GLEAN CERAMIC TILE
BLOCK WALL PAINTED
PAINTED PORTER 900 INTERIOR
RESTROOM AREA
FAWN GRAY Q06
PORTER 900 INTERIOR
EXTERIOR ENAMEL SEMI GLOSS
EXTERIOR ENAMEL SEMI
COLOR TO BE CHOSEN
GLOSS
COLOR TO BE CHOSEN
STRUCK JOINT EXPOSED
JAMES HARDI 4X8 PANELS
STORAGE AREA
BROOM FINISH CONCRETE
BLOCK WALL PAINTED
PAINTED PORTER 900 INTERIOR
WITH CLEAR SEALER
PORTER 900 INTERIOR
EXTERIOR ENAMEL SEMI GLOSS
EXTERIOR ENAMEL SEMI
COLOR TO BE CHOSEN
GLOSS
COLOR TO BE CHOSEN
STRUCK JOINT EXPOSED
BLOCK WALL PAINTED
PORTER 900 INTERIOR
EXTERIOR
N/A
EXTERIOR ENAMEL SEMI
N/A
GLOSS
COLOR TO BE CHOSEN
ARKAY ENGINEERINGINC.
STR TURAL ENGINEERS;
vi, I
RICHARD . KIUDEY P.E.
FLORIDA Li SENSE NUMBER 372P6
I HERBY CERTIFY THAT THE81i: PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE W;TH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2010 AND ASCE 7-10 FOR 137 MPH
WIND ZONE RISK CATEGORY II
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TOTALAREA
152 SQ. FT.
31
ARKAY # �q
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE
ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE.
THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
FLOORS:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD ( TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD ( TRUSS TOP CHORD) - 10 P.S.F.
DEAD LOAD ( TRUSS BOTTOM CHORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 7 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASC:E 7-10, CHAPTERS 28 THRU 31; PER 2010 FLORIDA
BUILDING CODE SECTION 1609.1.1.
COMPONENT & CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
1
N/A
+32.3/-35.3
2
-65.7
+32.3/-56.2
3
-110.6
+32.3/-89.0
4
N/A
+35.3/-38.2
5
N/A
+35.3/-47.2
SOIL BEARING & COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM) . THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS & SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.'
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE.GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER
FINAL SITE GRADING) . THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
1/2" CDX ROOF SHEATHING NAILED PER ROOF
SHEATHING DETAIL WITH 8D RS NAILS. COVER
WITH #30 FELT. INSTALL MASTER RIB 26 GA
PAINTED STEEL ROOFING OR EQUAL AS PER
MANUFACTURES SPECIFICATIONS
SECURE ALL ROOF TRUSSES TO BLOCK WALLS
USING SIMPSON HETA20 TRUSS STRAPS, FILL
NAIL HOLES WITH 10DX 1 1/2' NAILS
TOP OF BLOCK WALL 8' 4"
I
V 4" 2' 0"
2X4 WOOD SUB FASCIA WITH OVERHANG CANTILEVER
ALUMINUM FASCIA, DRIP AND
VINYL SOFFIT MATERIALS
NO INSULATION IN WALLS
0
ao
STRUCK JOINT PAINTED
BLOCK WALLS ON EXTERIOR
BUILDING FINISH FLOOR 0'
c
APPROXIMATE FINAL GRADE
0
BOTTOM OF FOOTING
SOIL TERMITE TREATMENT: PER FBC 2304.11 '
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
SHALL STATE
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING & COMPACTION ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
( INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT.
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION . ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
EXTERIOR WINDOWS & DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/IS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
ALL MULLIONS AND ADJACENT DOORMINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL -
( 1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
() GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (Z AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
ENGINEERED ROOF TRUSSES
NO INSULATION IN ATTIC
4X8 JAMES HARDI 8" VERTICAL GROOVE
SHEETS APPLIED TO BOTTOM OF ROOF
TRUSSES WITH 8D NAILS 8" OC (TYP)
SINGLE COARSE KNOCK OUT LINTEL
BLOCK COARSE AT TOP OF WALL WITH
145 HORIZONTAL REBAR TIED TO ALL
VERTICAL RODS, POUR SOLID WITH
3000 PSI CONCRETE
_8" PRECAST LINTEL OVER ALL
OPENINGS IN WALL (TYP)
STRUCK JOINT PAINTED
BLOCK WALLS ON INTERIOR
#5VERTICAL REBAR FROM FOOTINGS TO TOP
OF WALL AT LOCATIONS SHOWN ON FLOOR AND
FOUNDATION PLAN TIED TO ALL REBAR IN LINTEL.
AND FOOTINGS. POUR CELL SOLID WITH 3000 PSI
CONCRETE. ALL REBAR LAP TO BE MINIMUM 25"
4" 3000 PSI CONCRETE OVER CLEAN COMPACT
TERMITE TREATED SOIL. COVER WITH 6 MILL
VISQUEEN AND USE 6/6 10/10 WIRE MESH
\ 16"X12" 3000 PSI CONCRETE FOOTING
WITH WITH 2-0 REBAR ON CHAIRS
WALL SECTION DETAIL S-1
NOT TO SCALE
USE 1 SIMPSON HETA20 STRAP AT ONE
SIDE OF ALL ROOF TRUSSES AT BLOCK 12' 0" 2'0" 24" CANTILEVER ROOF LINE
WALL. FILL NAIL HOLES WITH 10DX 1/2"
NAILS.
r
r �x
ENGINEERED ROOF TRUSS PLAN 1/4" = 1101
1
1/2" CDX ROOF SHEATHING NAILED PER ROOF
SHEATHING DETAIL WITH 8D RS NAILS. COVER
WITH #30 FELT.INSTALL MASTER RIB 26 GA
PAINTED STEEL ROOFING OR EQUAL AS PER
MANUFACTURES SPECIFICATIONS
SECURE ALL ROOF TRUSSES TO BLOCK WALLS
USING SIMPSON HETA20 TRUSS STRAPS, FILL
NAIL HOLES WITH 10DX 1 1/2' NAILS
0
60
TOP OF BLOCK WALL 8' 4"
I
1, 4„
2X4 WOOD SUB FASCIA WITH OVERHANG
ALUMINUM FASCIA, DRIP AND
VINYL SOFFIT
NO INSULATION IN WALLS
STRUCK JOINT PAINTED
BLOCK WALLS ON EXTERIOR
BUILDING FINISH FLOOF
0
BOTTOM OF FOOTING
2x4 CROSS -BRACING @ RIDGE
20'-0" MAX I7
Lq
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Ims
MR
SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
BRACING OR CROSS BRACING REQUIREMENTS
REQ. MINIMUM TRUSS BRACING
t ENGINEERED ROOF TRUSSES
NO INSULATION IN ATTIC
4X8 JAMES HARDI 6" VERTICAL GROOVE
SHEETS APPLIED TO BOTTOM OF ROOF
TRUSSES WITH 8D NAILS 8" OC (TYP)
SINGLE COARSE KNOCK OUT LINTEL
BLOCK COARSE AT TOP OF WALL WITH
1 #5 HORIZONTAL REBAR TIED TO ALL
VERTICAL RODS, POUR SOLID WITH
3000 PSI CONCRETE
8" PRECAST LINTEL OVER ALL
OPENINGS IN WALL (TYP)
\� STRUCK JOINT PAINTED
BLOCK WALLS ON INTERIOR
#5VERTICAL REBAR FROM FOOTINGS TO TOP
OF WALL AT LOCATIONS SHOWN ON FLOOR AND
FOUNDATION PLAN TIED TO ALL REBAR IN LINTEL.
AND FOOTINGS. POUR CELL SOLID WITH 3000 PSI
CONCRETE. ALL REBAR LAP TO BE MINIMUM 25"
4" 3000 PSI CONCRETE OVER CLEAN COMPACT
TERMITE TREATED SOIL. COVER WITH 6 MILL
VISQUEEN AND USE 6/6 10/10 WIRE MESH
16"X12" 3000 PSI CONCRETE FOOTING
WITH WITH 245 REBAR ON CHAIRS
1' 0" 6"
WALL SECTION DETAIL S-2
NOT TO SCALE
#5 VERTICAL RODS FROM FOOTINGS BELOW TO
TOP OF WALL. PLACED AT ALL CORNERS, EACH —
SIDE OF ALL OPENINGS AND SPACED MAXIMUM
4'0"OC
TOP/BOTTOM CHORD GABLE
END BRACING @ 48" O.C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES ( MIN 2X4)
W
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CONT. BOTTOM CHORD
BRACING (1"x4" MIN.) @
1 U-0" MAX.
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12' 0" 5' 0"
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FOUNDATION PLAN 1/4" = 1' 0'
NOTE:
SEE SANITARY PLAN FOR PLUMBING
FIXTURE LOCATIONS
ROOFEDGE
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PARTIAL ROOF PLAN
ZONE O 8dRING SHANK NAILS AT 6" O.C. AT EDGES
8dRING SHANK NAILS AT 12" O.C. INTERMEDIATE
ZONES 2O O3 8dRING SHANK NAILS AT 6" O.C., 4" O.C. AT
ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
AND OCCUR OVER A FRAMING MEMBER.
ROOF SHEATHING NAILING
NOT TO SCALE
ENGINEERED ROOF TRUSSES
NO INSULATION IN ATTIC
4X8 JAMES HARDI 8" VERTICAL GROOVE
SHEETS APPLIED TO BOTTOM OF ROOF
TRUSSES WITH 8D NAILS 8" OC (TYP)
SINGLE COARSE KNOCK OUT LINTEL
BLOCK COARSE AT TOP OF WALL WITH
1-#5 HORIZONTAL REBAR TIED TO ALL
VERTICAL RODS, POUR SOLID WITH
3000 PSI CONCRETE
8" PRECAST LINTEL OVER ALL
OPENINGS IN WALL (TYP)
STRUCK JOINT PAINTED
BLOCK WALLS ON INTERIOR
OF EACH SIDE
#5VERTICAL REBAR FROM FOOTINGS TO TOP
OF WALL AT LOCATIONS SHOWN ON FLOOR AND
FOUNDATION PLAN TIED TO ALL REBAR IN LINTEL.
AND FOOTINGS. POUR CELL SOLID WITH 3000 PSI
CONCRETE. ALL REBAR LAP TO BE MINIMUM 25"
4" 3000 PSI CONCRETE OVER CLEAN COMPACT
TERMITE TREATED SOIL. COVER WITH 6 MILL
VISQUEEN AND USE 6/6 10110 WIRE MESH
__\_L
16"X12" 3000 PSI CONCRETE FOOTING
WITH WITH 245 REBAR ON CHAIRS
WALL SECTION DETAIL S'3
NOT TO SCALE
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
�c�`i 3
RfCHARD L. K.Ii D E Y
'
FLORIDA LICENSE NUM3ER ?7296
I HERBY CERTIFY Ti AT E PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER ".iY DIRECT SUPERVISION
ARE IN COMPLIANCE WI'rH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2010 AND ASCE 7-10 FOR 137 MPH
WIND ZONE RISK CATEGORY ii
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TOTAL AREA I
152 SQ. FT.
S1
ARKAY # I`wb°Z�
TII�1'iT: IT. I i I TAJ1 1..:m Id7-. CAI 11L..ldi•1 �7R11111 111,.. _l 11 N:..,L � ..1
LOW VOL
FOR LAV
FAUCET
HEATER LOCATION
ELECTRI(."P4AL PLAN 1 /411 = 1' 0'
100 AMP 24 CIR TYPICAL PANEL
1
WALL PACK LIGHT/ TIMER
1 P20
2
1 STORAGE LIGHTS
1 P20
3
RESTROOM LIGHTS & FAN
1 P20
4
INSTANT HOT WATER / LAV
1 P20
5
INSTANT HOT WATER / MOP SK
1 P20
6
GFI RECEPTACLE
1 P20
7
EMERGENCY LIGHTS
1P20
8
SPACE
9
SPACE
10
SPACE
11
SPACE
121
SPACE
13
SPACE
14
SPACE
15
SPACE
16
SPACE
17
SPACE
18
SPACE
19
SPACE
20
SPACE
21
SPACE
22
SPACE
23
SPACE
24
SPACE
LOAD CALCULATIONS
LOAD
DEMAND FACTOR
TOTALS
LIGHTING
152 X 3
456
RECPTS
1 X 180
180
TANKLESS
WATER HEATERS
1 @ 360
360
TOTAL
996
996 VA
208 VOLTS = 4.8 AMPS
ELECTRICAL NOTES
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.
LIGHTING & ELECTRICAL LEGEND
A
bon
(�
ED
LITHONIA LB 10X48 2 LAMP
110V GROUND
BOSCH GL 5
WRAP FLUORESCENT FIXTURE
FAULT OUTLET
ARISTON 2 1/2
GALLON TANKLESS
WATER HEATER
BI
120V 1500 WATTS
LITHONIA MNSB 1 32 L T8
2 LAMP FLUORESCENT
100 OFM
FIXTURE -
NUTONE 766 HL
- EXHAUSTFAN
O
PANEL
$MS
MOTION OCCUPANCY
SENSOR SWITCH
STANDARD SWITCH
METER
�yy--��
0=
EMERGENCY LIGHT
LITHONIA TWAC
WITH BATTERY B.U.
MINI WALL PACK
3- #3 THNN
1-#3 N
SINGLE PHASE
BREAKER PANEL
MAIN
1-#e G FOOTER STEEL - GROUND ROD
CONCRETE ENCASED "UFER"
ELECTRODE REQUIRED PER -
CURRENT N.E.C. AND MUST
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
ELECTRICAL RISER DIAGRAM
NOT TO SCALE
54" MIN TOILET is" MIN
PAPER
HOLDER
42' MIN
o ri
m
in
HANDICAP TOILET DETAIL
F11MIN MIN
I,, I.
LAY i
f
'
z
CLEAR FLOOR '
SPACE
--------------
60" MIN
GRAB BARS
A GRAB BAR SHALL BE PROVIDE. LOCATED 33" INCHES
FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED -
VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF
NOT MORE THAN 1/2 INCH AND,
I. 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 60 DESIGNED AND SUPPORTED AS TO WITHSTAND
A LOAD OF NOT LESS THAN 290 LBO 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,
S. SHALL. BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED
AT THE LEADING EDGE OF THE WATER CLOSET,
-------------------
6" MAX, X
TOE CLEARANCE-
� L �
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air q A
11' MAX LAV DEPTH O" 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,
2. CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN
UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER
OR 5Y BY 12" FINISH INSIDE DIMENSIONS ADJACENT TO
THE LAVATORY AREA, SUCH CLEAR FLOOR SPACE SHALL
ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL
EMEND A MAXIMUM OF IS" UNDERNEATH THE LAVATORY
OR SINK
PLUMBING FIXTURE SCHEDULE
SLOAN OPTIMA FAUCET ETF-600
LAVATORY
KOHLER MODEL K-2030-0 WHITE
CHROME FINISH
SUPPLY AND DRAIN PIPING TO
HAVE TAMPER PROOF SHIELD
UNDER SINK
BOSCH GLS ARISTON 2 1/2
TO BE INSTALLED IN STORAGE
TANKLESS
GALLON
AREA BEHIND LAVATORY
WATER HEATER
WATER CLOSET
KOHLER MODEL K-4368-0
SLOAN MANUAL
FLOOR MOUNT ADA
FLUSHOMETER 110
WALL MOUNT VERITEK
CHROME FAUCET TO FIT
MOP SINK
SOLID MOLDED TUB
TUB WITH WATER HOSE
MANUFACTURE TO BE
ADAPTER
DETERMINED
1
ALL WATER AND SANITARY PIPING TO
BE EXPOSED AND ACCESSIBLE FROM
THIS SIDE OF MASONRY WALL
SANITARY PLAN 1 /411= 1' 0'
PIPE NOTE:
SANITARY PIPING TO BE SCHL 40 PVC
COLD AND HOT WATER LINES TO BE CPVC
OR EQUAL
ELECTRICAL SPECIFICATIONS
1.1 SCOPE D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with
A. WORK INCLUDED: Include the following Work in addition to items normally part of this Section: manually operated insulated trip -free handle. Multi -pole types with internal common trip bar.
01 Wiring for lighting and power. Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10,000 RMS
02 Installation of lighting fixtures with lamps. symmetrical amperes circuit breakers to be Square "D" or equal, type as required.
03 Lighting panelboards and distribution panelboards.
04 Connection of equipment shown. E. PANELBOARDS: Voltage, phasing and ampere ratings as indicated, circuit breaker type as indicated,
05 Control wiring. busbars of hard drawn copper, minimum 98% conductivity, galvanized steel back box, door and trim.
06 Disconnection and removal of existing fixtures and wiring not to be reused. All corners lapped and welded, hardware chrome plated with flush lock and catch. Hinges semi-
1.2 MINIMUM COMPLIANCE STANDARDS concealed, 5 knuckle steel with nonferrous pins, 180 degree openings. Minimum gutter space 5-
A. All work shall be done in accordance with the requirements of the following: 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,
01 Latest adopted issue of the National Electrical Code, NFPA 70. circuit numbers, outlets of equipment supplied, and their location. Circuit breaker type
02 Other applicable NFPA Codes. panelboards to be Square "D" type NQOD or I -Line, or equal. A plastic label shall be located on exterior of
03 Regulation of local authorities having jurisdiction. anelboard identifying the system voltage, phase, and current rating.
B. Furnish and install all labor, material and equipment and services necessary for complete and p 9 y g ' p g'
safe installation of the electrical system indicated on the drawings and noted in the F. WIRING DEVICES: All devices the product of the same manufacturer. Wall switches single pole, 20
specifications hereinafter. Electrical systems and equipment shall in general include the ampere, 120 volt. Wall switches three-way, 20 ampere, 120 volt. Receptacles duplex, 2 wire; 3
following: pole grounded, 20 ampere, 120 volt.
01 General provisions for electrical work.
02 Wiring, distribution equipment and devices. G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for
03 Lighting fixtures and lamps. special outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES
04 Grounding system. COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER.
1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK 1.5 LIGHTING FIXTURES AND LAMPS
A. DRAWINGS: Electrical drawings considered diagrammatic and indicate general arrangement of work A. Furnish and install complete system of lighting fixtures, lamps, accessories and supports as
and systems. Refer to other drawings to verify location of equipment, etc. Check drawings of specified and indicated. Submittals of equal quality are allowed.
other trades to verify exact space condition or underground lines. Drawing Scales prohibit the 1.6 GROUNDING SYSTEM
indication of all offsets, fittings and accessories required, however these items will be
provided by this subcontractor at no extra cost to the owner. A. EQUIPMENT: Ground non -current carrying metal parts of panelboard, raceways and all lighting
B. QUALITY OF MATERIALS: New, best of their respective kind, free from defects, and listed by fixtures. All conduits shall have equipment grounding conductors.
Underwriter's Laboratories, Inc. or bearing their label.
C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and panelboards. 1.7 INSTALLATION
Obtain approval before equipment is ordered, built or installed. A. Secure all supports to building structure. Support horizontal runs
D. EXCAVATION AND BACKFILLING: Excavate, backfill and restore surfaces for all electrical work. of metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right
E. Visit site and inspect existing facilities before bid in order to ensure proper evaluation of angles to walls.
working conditions and location of existing equipment. 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
1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES be at least 2 inches from pipe cover.
A. CONDUCTORS: Copper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and C. Cut conduit ends square, ream smooth. Paint male threads of field threaded conduit with graphite
smaller size solid, No. 8 and larger stranded. Insulation of conductor thermoplastic, type THHN base pipe compound. Draw up tight with conduit couplings.
(min. size: No. 12) any wire installed outside, underground, in slabs, or exposed to moisture D. Leave wire sufficiently long to permit making final connections. In raceways over 50 feet in
shall have THWN insulation. which wiring is not installed, furnish pull wire.
B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1/2 inch except E. Verify locations of outlets and switches. ARKAY ENGINEERING INC.
as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless, F. Support panel, junction and pull boxes independently to building structure with no weight bearing STRUCTURAL ENGINEERS
comression fittings, and minimum 1/2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT, on conduits.
continuous singlestrip, galvanized, and minimum 1/2" size except as noted or required for wiring. PVC G. Connect conduit to motor conduit terminal boxes with flexible conduit; minimum 18 inches in f
CONDUIT, heavy duty type, size as indicated. Type AC or MC cable where permitted. Separate raceways shall length and 50% slack. Do not terminate in or fasten raceways to motor foundation.
be used for each voltage system. H. Contractor to remove and salvage all abandoned electrical equiment.
I. This contractor shall warrant all labor and materials for one year from date of final written I t �
C. DISCONNECT SWITCHES: General Duty, horsepower rated for motor loads 600 or 250 volt rating, fused acceptance. R;CHARD L. KIDOEY P.:_..
or non -fused as noted; number of poles as indicated, cover interlocked with switch. Enclosure p /FLORIDA LICENSE NUMBER 37296
T THF-.ND SPECIFICATIONS
NEMA 1 for indoor use and NEMA 3R for weatherproof applications. Switch to be Square "D" or equal. WEE EBPRE AR'!1:i' ED B/ME ,S'UE',' DE.RLMA DIRECT SUPERVISION
ARE IN COMPLIANCE WITH 0I f FTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2010 AND ASCE 7-10 FOR 137 MPH
WIND ZONE RISK CATEGORY 11
cm
01
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TOTAL AREA
152 SQ. FT.
E'� P 1
ARKAY # 1+143