13-122(2)-018i
Above Finished
i
i
Equipment •'• •�
i
Above Finished
'i
Equipment •'• •�
X95
Floor
PLUMBING NOTES
PLUMBING AND MECHANICAL PLANS, ARE PART OF THESE PERMIT PLANS
ALL PLUMBING FIXTURES EQUIPMENT SHALL COMPLY W/ FLORIDA BUILDING CODE 2,004
FURNISH ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE
COMPLETION OF THE SOIL, WASTE, VENT, DOMESTIC WATER HEATERS,
PLUMBING FIXTURES AND ALL OTHER SYSTEMS AS INDICATED ON THE DWGS.
ALL WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL
LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION.
ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR,
IN A FIRST -CLASS WORKMANLIKE MANNER AND MAKE THE COMPLETED
SYSTEM FULLY OPERATIVE.
ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID
INTERFERENCE WITH THE PROCESS OF CONSTRUCTION.
ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST
PUBLIC LIABILITY & PROPERTY DAMAGE FOR THE DURATION OF THE WORK.
ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS' AND
UNION LABELS WHERE REQUIRED.
UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF
BITUMINOUS COMPOUND BEFORE COVERING. "BITUMASTIC" OR EQUAL.
ALL UNDERGROUND SOIL AND WASTE PIPING SHALL BE SCHEDULE 40 P.V.C.
OR SERVICE WEIGHT CAST IRON WITH MEDIUM WEIGHTS CAST IRON FITTINGS.
ALL JOINTS BELOW SLAB TO BE MADE WITH OAKUM AND PURE VIRGIN LEAD.
SOIL, WASTE AND VENT PIPING ABOVE SLAB TO BE SAME AS SPECIFIED FOR
BELOW SLAB EXCEPT THAT THE CONTRACTOR MAY AT HIS OPTION USE NO-
HUM PIPE AND FITTINGS IF ACCEPTABLE BY LOCAL AUTHORITIES.
ALL PIPING SHALL BE SUPPORTED IN APPROVED MANNER FROM BUILDING
STRUCTURE. HANGERS FOR COPPER PIPING SHALL BE COPPER OR COPPER
PLATED.
ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE
MOUNTED 26" ABOVE GRADE.
CONDENSATE DRAIN PIPES SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE
40) WITH TRAPS, INSULATED WITH 1/2" AMAFLEX, AND TERMINATED 6 ABOVE
GRADE OUTSIDE OF THE BUILDING.
FURNISH AND INSTALL PRESSURE RELIEF VALVE LINE AND TERMINATE AT A
LOCATION TO PROVIDE READY, VISUAL INDICATION FLOW.
THE HOT WATER LINE SHALL BE FULLY INSULATED WITH 1 INCH AMAFLEX,
THROUGH AND BELOW SLAB.
COPPER WATER LINES RUNNING UNDER SLAB SHALL BE PROTECTED BY A
MIN. 12 INCHES OF EARTH COVER, 1 INCH AMAFLEX (HOT WATER ONLY)
AND SLEEVED 12 INCH BELOW SLAB TO 12 INCHES ABOVE SLAB.
SHOWER HEAD WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 2.5
GALLONS PER MINUTE.
TEST ALL WATER PIPING UNDER A 150# HYDROSTATIC TEST FOR A MINIMUM
PERIOD OF 2 HOURS,
VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR
INSTALLATION.
DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION
OF FIXTURES, PIPING, EQUIPMENT, ETC.
PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS & DIMENSIONS
AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND
EQUIPMENT.
EXTEND SERVICE TO WATER METER. PROVIDE WATER METER AND SHUTOFF
VALVE IN VALVE BOX OUTSIDE BLDG. CONSULT ARCHITECT FOR LOCATION.
LOCATIONS WHERE PIPES PENETRATE WALLS, FLOORS, AND CEILINGS SHALL
BE WATERTIGHT.
SANITARY PIPES SHALL BE OF HUBLESS CAST IRON OR PVC (SCHEDULE 40)
AS APPROVED BY BUILDING OFFICIAL.
CONTRACTOR TO VERIFY AT SITE LOCATION, ALL EXISTING CONDITIONS,
ELEVATIONS AND SIZE OF EXISTING MAINS, WATER AND SEWER FOR
CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING.
PROTECT ALL FIXTURES AGAINST WATER HAMMER W/ APPROVED AIR
CHAMBERS OR SHOCK ABSORBERS.
PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS,
BRANCHES, GROUP OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT.
PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE
PIPING AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS.
CLEANbUTS LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE
ACCORDING TO CODE.
VENT LINES TO EXTEND 6" MINIMUM ABOVE ROOF AND FLASH WITH LEAD.
PROVIDE AIR CHAMBERS AND SHUT OFF VALVES FOR ALL WATER SUPPLY
PIPING AT FIXTURES. PROVIDE VACUUM BREAKER AND SHUT OFF VALVE ON
ALL HOSE BIBS.
SANITARY PLUMBING PIPING TO HAVE MIN. 1 8" PER FT. PITCH AT ALL HORIZ.
RUNS PROVIDE CLEANOUTS AT THE BASE OF WASTE STACKS.
ALL TUBS AND SHOWERS TO BE PROVIDED WITH
ANTI -SCALD SHOWER VALVES.
ANCHORAGE
METAL AND WIRE LATH:
PNEUMATICALLY FAST NED W� "PNEU- FAST" 16 GA. STAPLE SPEC. #101 -1,
TYPE 1 OR BETTER HOT DI PED) SATIN FIN. GALVANIZED COATING, HAVING A
TENSILE STRENGTH 0 130M PSI. FASTENERS SHALE BE MIN. 1 1,/2" LONG,
SPACED AT 6" O.C. MAX. & SIDE LAPS SHALL BE SECURED & 9' O.C. MAX.
EDGY CAL- NOTES
THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF
THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE
CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF
WORK. DO NOT SCALE FLECTRICAL DRAWINGS,
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF
THE NATIONAL ELEC. CODE & ALL CODES, REGULATIONS & RESTRICTIONS
HAVING JURISDICTIONS. AS PER FLORIDA BUILDING CODE
CONTRACTOR SHALL VERIFY WITH LOCAL ELECTRICAL UTILITY COMPANY THE
SHALL LOCATE METER AND PANEL AS REQUIRED.
CONTRACTOR SHALL VERIFY ALL CONDUCTORS & BREAKERS W/ EQUIP. MFG.
SPECIFICATIONS.
ELECTRICAL SYSTEM SHALL BE GROUNDED. PROVIDE PROPER SIZE & TYPE
OF PROTECTION DEVICES TO MATCH EQUIPMENT BEING SERVED.
LOAD DATA IS BASED ON INFORMATION GIVEN TO ARCHITECT /ENGINEER AT
TIME OF DESIGN, VERIFY ALL EQUIP. & PANEL SIZES PRIOR TO ORDERING.
ALL MATERIALS SHALL BE NEW AND BEAR U.L. LABELS, WHERE APPLICABLE.
ALL WORK SHALL BE DONE BY A LICENSED ELECTRICAL CONTRACTOR IN A
FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE
FULLY OPERATIVE AND ACCEPTABLE TO THE ENGINEER /ARCHITECT.
ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID
INTERFERENCE WITH PROGRESS OF CONSTRUCTION.
CONTRACTOR SHALL PROVIDE REQ'D, INSURANCE FOR THE PROTECTION
AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF
THE WORK.
CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL
SIZES. THE CONTRACTOR SHALL PROVIDE CIRCUITS AND REQUIRED
ROUTING OF CONDUITS TO SUIT JOB CONDITIONS AND BALANCE LOADS.
FURNISH AND INSTALL FIXTURES AS CALLED FOR ON PLANS OR AS
SELECTED BY OWNER.
THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION
OF ALL H.V.A.C. EQUIPMENT AND THEIR GIVEN LOAD WITH THE MECHANICAL
CONTRACTOR BEFORE ROUGHING -IN FOR PROPER POWER AND WIRING
CONTROL LAYOUT & INSTALLATION. DISCREPANCIES BETWEEN THE GIVEN
& ACTUAL H.V.A.C. LOADS SHALL BE CORRECTED BEFORE ROUGHING IN.
GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP
OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, & GARAGES SHALL HAVE
GFI CIRCUIT BREAKERS OR RECEPTACLES.
ALL BREAKERS SHALL HAVE 10,000 A.I.C. MINIMUM, U.O.N.
INSTALL FACILITIES FOR TEMPORARY CONSTRUCTION POWER AS REQUIRED.
ELECTRICAL CONTRACTOR SHALL NOTIFY ENGINEER /ARCHITECT IN WRITING
OF ANY CONFLICT AND /OR DISCREPANCIES FOUND WITH WORK AS SHOWN,
SPECIFIED OR IMPLIED ON THESE PLANS, PRIOR TO PROCEEDING W/ WORK.
CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF FIXTURES AND OUTLETS
AT JOB SITE BEFORE ROUGHING. CONTRACTOR MAY SELECT DIFFERENT
MANUFACTURER OR FIXTURES WITH EQUAL SPECIFICATIONS.
SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON-
SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE
CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER.
SMOKE DETECTORS SHALL BE PROVIDED W/ VISIBLE "POWER ON INDICATOR"
AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS
MUST BE INTERCONNECTED.
COORDINATE RACEWAY INSTALLATION W/ OTHER TRADES.
ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED.
ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED.
SECURITY NOTES
ALL LOCKS ON EXTERIOR DOORS SHALL RESIST A FORCE OF 300 # APPLIED
IN ANY MOVABLE DIRECTION.
ALL EXTERIOR LOCKS SHALL BE SINGLE CYLINDER W/ 1 THROW FOR 1 3/4"
SOLID CORE DOOR.
ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A KEY OPERATED LOCK
OPERABLE FROM EXTERIOR WITH A MINIMUM 6000 POSSIBLE KEY CHANGCS.
KEY ON KNOB LOCKS SHALL HAVE AN AUXILIARY DEAD BOLT W/ HARDENED
BOLT OR WITH INSERT.
EXT. SWING DOORS SHALL BE SOLID CORE NOT LESS THAN 1 3/4" THICK.
FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED W/ A VISION SCOPE OR
VISION PANEL.
HINGES ON OUT SWINGING EXTERIOR DOORS SHALL HAVE NON—EXPOSED
SCREWS AND NON — REMOVABLE PINS.
SINGLE SWING EXTERIOR DOORS CONNECTING LIVING AREAS WITH GARAGE
AREAS SHALL BE SOLID CORE 104" THICK AND SHALL BE SECURED WITH
A LATCH AND SINGLE BOLT W1 ONNE INCH MIN. THROW OR A COMBINATION
OF DEAD BOLT AND DEAD LATTCH SETS AND AN AUTOMATIC DOOR CLOSER.
ALL GLASS IN EXTERIOR DOORS SHALL COMPLY WITH ANSI 279.1
ALL WINDOWS (OPERABLE) SHALL WITHSTAND A FORCE OF 150# IN ANY
OPERABLE DIRECTION.
SLIDING GLASS DOORS & WINDOWS SHALL BE INSTALLED & CONSTRUCTED
SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS POSITION & SHALL
COMPLY W/ THE A.A.M.A 1303 -3 STANDARDS FOR FORCED ENTRY RESISTANCE.
SLIDING GLASS DOORS SHALL HAVE DEAD BOLT OR PIN SYSTEM NOT
REMOVABLE FROM THE OUTSIDE AT THE JAMB AND SILL.
INTERIOR DOORS TO HAVE A CYLINDRICAL TYPE LOCK SETS W/ PRIVACY
LOCK BY INSIDE PUSH BUTTON WHICH AUTOMATICALLY OPENS BY TURN OR
CLOSING ACCORDING TO FED. SPEC. #160 AND 1511.
OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE
LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS WITH INSERTS
ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. OF 5/8 ".
GENERAL_ NOTES
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES,
REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT.
AS PER LATEST EDITION OF FLORIDA BUILDING CODE.
WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) INDICATED ON THESE
DRAWINGS UNLESS OTHERWISE NO ED.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE
ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR
TO CONSTRUCTION.
DRAWINGS SHALL NOT BE SCALED; WRITTEN DIMENSIONS SHALL TAKE
PRECEDENCE OVER SCALED DIMENSIONS.
SHOP DRAWINGS SHALL FOR WINDOWS,DOORS,WOOD TRUSSES,STAIRS & RAILINGS
BE SUBMITTED TO THE ARCHITECT FOR GENERAL
REVIEW AND DESIGN COMPLIANCE.
CONTRACTOR SHALL MAINTAIN TEMPORARY ELECTRICAL, WATER AND
SANITARY FACILITIES FOR THE DURATION OF CONSTRUCTION.
CONTRACTOR SHALE REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB
SITE ON A REGULAR BASIS AND LEAVE THE BUILDING BROOM CLEAN.
THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE SITE PRIOR TO
CONSTRUCTION AND SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO ACTUAL
CONSTRUCTION. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS
DISCOVERED AT THIS TIME SHALL BE REPORTED BY THE CONTRACTOR
IMMEDIATELY TO THE ARCHITECT.
ALL WORKMANSHIP SHALL BE NEAT, CLEAN, TRUE AND CORRECT.
ALL GLASS WITHIN 12" OF ANY DOOR, FIXED GLASS, SLIDING GLASS DOORS
AND ALL GLAZING AT TUB AND SHOWER ENCLOSURES SHALL BE TEMPERED
SAFETY GLASS.
OMISSIONS FROM THE DRAWINGS OR SPECS. OR THE MISDESCRIPTION OF
DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT
THE INTENT OF THE DRAWINGS & SPECS., OR WHICH ARE CUSTOMARILY
PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH
OMITTED OR MISDESCRIBED DETAILS OF WORK, BUT THEY SHALL BE
PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN
THE DRAWINGS AND SPECIFICATIONS.
ALL WOOD AND /OR STEEL COLUMNS SHALL BE 1 HOUR FIRE RATED ,
WOOD FURRING IN CONTACT WITH MASONRY MUST BE PRESSURE TREATED
2004 F.B.C.
DOOM i , DO
CLOSET & BATHROOM DOORS SHALL COMPLY W/ SECTIONS
24 -2.4.3 AND 24 -2.4.4 NFPA
NFPA 24 -2.4.3 EVERY CLOSET DOOR LATCH SHALL BE SUCH
THAT CHILDREN CAN OPEN THE DOOR FROM
INSIDE THE CLOSET.
NFPA 24 -2.4.4 EVERY BATHROOM DOOR LOCK SHALL BE
DESIGNED TO PERMIT THE OPENING OF THE
LOCKED DOOR FROM THE OUTSIDE IN AN
EMERGENCY.
BUILDING IDENTIFICATION
REQUIRED APPROVED NUMBERS OR ADDRESSES BE PLACED
ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY
VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
EACH BUILDING, OR PORTION OF BUILDING, HAVING AN ADDRESS NUMBER, THE
OWNER OR PERSON IN CHARGE OF THE BUILDING, OR OF EACH PORTION,
SHALL CAUSE SUCH ADDRESS NUMBER TO BE DISPLAYED AT ALL TIMES, IN
NUMERALS ON OR ADJACENT TO THE BUILDING OR PORTION SO THAT THE
NUMERALS ARE READABLE FROM THE STREET 6R THOROUGHFARE TO WHICH
THE NUMBER APPLIES. NUMERALS SHALL BE AT LEAST SIX INCHES IN
HEIGHT FOR MULTIFAMILY RESIDENTIAL BUILDINGS..."
EIRE
G.C. SHALL INSTALL PORTABLE FIRE EXTINGUISHERS DURING THE TIME OF CONSTRUCTION
IN COMPLIANCE OF THE FLORIDA FIRE PREVENTION CODE NFPA 1, 2001 EDITION SECTIONS
29 -2.7, 29 -2.8, 29 -2.9 AND 3 -9.6.
IF COMBUSTIBLE LIQUIDS WILL BE STORED, HANDLED OR USED ON THE CONSTRUCTION SITE
THE G.C. SHALL COMPLY WITH THE FLORIDA FIRE PREVENTION CODE NFPA 1, 2001 EDITION
SECTIONS 29- 2.15.1, 29 2.15.2, 29- 2.15.3, 29 2.15.4 AND 29-- 2.15.5.
COMPLY WITH FLORIDA FIRE PREVENTION CODE N.F.P.A. 1 29-2.2 2001 EDITION
MEMEMA
NON-BEARING INTERIOR PARTITIONS
ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8"
METAL STUDS
GA AT 24" O.C, MAX. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE.
A.F.F.
Above Finished
EQUIP.
Equipment •'• •�
X95
Floor
EXIST.
Existing :�
ACOUSTIC.
Acoustical
EXT,
•.
Exterior
ALUM.
Aluminum
FBD.
Fiber Board
ANOD.
Anodized
FBO.
Furnished by Oth*rs• Y•
BD.
Board
FD.
Floor Drain
B.O.B.
Bottom of Beam
FE.
Fire Extinguisher
CAB.
Cabinet
FF &E.
Furniture, Fixtures
CLG.
Ceiling
Wr
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& Equipment
CLOS.
Closet
FIN.
Finish
CLR.
Clear
FLR.
Floor
CMU.
Concrete Masonry
FRP.
Fiberglass Reinforced
Unit
Plastic
CNTR.
Counter
FSE.
Food Service Equip.
COL.
Column
F.V.
Field Verify
CONC.
Concrete
GA.
Gage
CONN.
Connection
GALV.
Galvanized
CONT.
Continuous
GC.
General Contractor
CT,
Ceramic Tile
GL
Glass
DBL.
Double
GYP.BD.
Gypsum Board
DN.
Down
INT.
Interior
DR.
Door
HC.
Handicap Accessible
DTL.
Detail
H. M.
Hollow Metal
DWG.
Drawing
HT.
Height
DWR.
Drawer
JST.
Joist
EA.
Each
LAM.
Laminated
EL
Elevation
LAV.
Lavatory
ELEC.
Electrical
MANUF.
Manufactured
ELEV.
Elevation
EQ.
Equal
MAX.
Maximum
RECEPT..
Receptacle
MECH.
Mechanical
REINS.
Reinforced
MIN,
Minimum
REQ'D.
Required
MISC.
Miscellaneous
RM.
Room
MLD.
Molding
R.O.
Rough Opening
M.O.
Masonry Opening
R.O.J.
Received on Job
M.T.
Metal Threshold
S.C.
Solid Core
MTD.
Mounted
S/S
Stainless Steel
MTL
Metal
SCHED.
Schedule
MUL.
Mullion
SIM.
Similar
NIC.
Not in Contract
STD.
Standard
NTS.
Not to Scale
STL.
Steel
O.C.
On Center
STRUCT.
Structural
OD.
Outside Diameter
SUSP.
Suspended
OPNG.
Opening
TEMP.
Tempered
OPT.
Optional
TYP.
Typical
PBD.
Particle Board
VCT.
Vinyl Composition
PE.
Plate
Tile
PLAM.
Plastic Laminate
VERT.
Vertical
PLYWD.
Plywood
VWC.
Vinyl Wall Covering
PAL
Panel
W/
With
P.O.S.
Point of Sale
W/0
Without
PR.
Pair
W.C.
Water Closet
PREP.
Preparation
WD.
Wood
PTD.
Painted
W.H.
Water Heater
QT.
Quarry Tile
WIN.
Window
RA.
Return Air
WSCT.
Wainscot
RAID,
Radius
WT.
Weight
RE.
Reference
WWF.
Welded Wire
Fabric
I I ABBREVIATIONS
BATHROOMS
PLUMBING FIXTURES SHALL BE INSTALLED AND SPACED IN A MANNER
TO PERMIT EASY ACCESS FOR CLEANING AND FOR THE INTENDED USE,
AND SHALL BE SET WITH THE MINIMUM CLEARANCES AS SETH FORTH IN
F.B.C. 2004 PLUMBING CODE .
ALL MIRRORS EXCEEDING 9 SQUARE FEET INSTALLED IN VERTICAL
WALLS SHALL BE SUPPORTED ON THE BOTTOM AND SHALL BE
SECURELY AFFIXED TO THE WALL IN ACCORDANCE WITH THE MFR. SPECS.
TOILET ROOMS SHALL COMPLY WITH F.B.C. 2004 ED.
FLOORS SHALL BE OF IMPERVIOUS MATERIAL AS PER F.B.C. 2004
PLUMBING CODE .
ALL WATER CLOSETS, LAVATORIES, SHOWERHEADS, AND SINKS SHALL
COMPLY WITH PLUMBING CODE OF THE F.B.0 2004 EDITION
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X95
S.W. 32 STREET
MIAMI, FLORIDA 33155
TELEMONE: G" Co W7
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REVISIONS:
SEAL:
DATE :
JANUARY It 2013
SCALD :
AS SHOWN
DRAWN
: W.A.C.
JOB NO.:
13-=
D-4
SHEET NO.:
OF