|
A55REVIATIONS
<br />MATERIAL LEGEND
<br />GENERAL NOTES
<br />WILDING CODE INFOfZIATION
<br />OF D'- uJ1
<br />4
<br />AND
<br />FADA
<br />FLORIDA ACCESSIBILITY
<br />O.D.
<br />OUTSIDE DIAMETER,
<br />EARTH/ FILL
<br />1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE
<br />APPLICABLE CODES t STANDARDS:
<br />TI
<br />TITLE _5HEET
<br />L
<br />ANGLE
<br />CODE
<br />OVERALL DIMENSION
<br />CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL
<br />T2
<br />ION SHEET
<br />g
<br />AT
<br />F.N.A.
<br />FAMINE NAPKIN DISPOSAL
<br />O.F.C.I.
<br />OWNER FURNISHED,
<br />CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND
<br />THE FLORIDA BUILDING CODE, 2010 EDITION
<br />CENTERLINE
<br />F.N.v.
<br />FAMINE NAPKIN VENDOR
<br />CONTRACTOR INSTALLED
<br />BRICK
<br />FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION.
<br />0 BUILDING ELECTRICAL
<br />DIAMETER OR ROUND
<br />FPRF,
<br />FIRE PROOFING)
<br />OF.O.I.
<br />OWNER FURNISHED,
<br />PLUMBING
<br />A$)
<br />ARCHITECTURAL SITE PLAN
<br />•
<br />NUMBER OR POUND
<br />F.R.
<br />FIRE RATED
<br />OWNER INSTALLED
<br />c
<br />2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE
<br />A52
<br />ApoC-HiTcC:Tur;�A+L SITE DETAILS
<br />A.B.
<br />ANCHOR BOLT
<br />FR.
<br />FRAME
<br />O.H.
<br />OVERHEAD, OPPOSITE
<br />° CONCRETE
<br />CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION"
<br />2012 FLORIDA ACCESSIBILITY CODE FOR
<br />A/C
<br />AIR CONDITION
<br />FT.
<br />FOOT OR FEET
<br />O.H.CAB.
<br />OVERHEAD CABINET
<br />A1A DOCUMENT A201.
<br />BUILDING CONSTRUCTION
<br />Ala
<br />FLOC>R PLAN
<br />ACOUS.
<br />ACT.
<br />ACOUSTIC (AL)
<br />ACOUSTICAL LAY -IN TILE
<br />FTG.
<br />FURR.
<br />FOOTING
<br />FURRING
<br />OPNG.
<br />OPP.
<br />OPENING
<br />OPPOSITE
<br />STUCCO, CEMENT PLASTER, LIGHTWEIGHT
<br />3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF
<br />FLORIDA FIRE PREVENTION CODE 2010 EDITION
<br />AIt7
<br />DII Ird�l✓t�ED FLOOR PLAN
<br />ADJ.
<br />ADJUSTABLE, ADJACENT
<br />FUT.
<br />FUTURE
<br />O.S.
<br />OVERFLOW SCUPPER
<br />CONCRETE
<br />ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE
<br />NFPA 101 LIFE SAFETY CODE FLORIDA EDITION
<br />C.fElLlr*L, f--"AN
<br />A.D.O.
<br />AUTOMATIC DOOR OPENER
<br />F.W.
<br />FLUSH WOOD
<br />O.R.
<br />OPERATING ROOM
<br />INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND
<br />NATIONAL ELECTRICAL CODE 2008 EDITION
<br />A2
<br />f"AN
<br />A.F.F.
<br />ABOVE FINISH FLOOR
<br />PNT.
<br />PAINT
<br />CMU- LARGE SCALE
<br />�
<br />REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY
<br />2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
<br />43a
<br />EXTF_kk., < ELEVATIONS
<br />A.H.U.
<br />AIR HANDLER (UNIT)
<br />GA.
<br />GAUGE
<br />PF.
<br />PREFABRICATED
<br />NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS.
<br />EXTi::miv1d ELEVATiLA tt�
<br />AL.
<br />ALUMINUM
<br />GAL.
<br />GALLON
<br />PL.
<br />PLASTIC LAMINATE
<br />'43o
<br />A.L.
<br />ACOUSTICAL LAY -IN
<br />GALV.
<br />GALVANIZED
<br />PLAS.
<br />PLASTER
<br />11111H CMU- SMALL SCALE
<br />4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE
<br />OCCUPANCY CLASSIFICATION:
<br />44a
<br />WALL SEGTICn�S
<br />ALT.
<br />ALTERNATE
<br />G.B.
<br />GRAB BAR
<br />PLBG.
<br />PLUMBING
<br />WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL
<br />A-+o
<br />L"LL ;,ELTi"5
<br />ANOD.
<br />ANODIZE(D)
<br />G.C.
<br />GENERAL CONTRACTOR
<br />PLYWD.
<br />PLYWOOD
<br />TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL
<br />f•1`fc%
<br />A.P.
<br />ACCESS PANEL
<br />G.M.
<br />GALVANIZED METAL
<br />POL.
<br />POLISHED
<br />METAL -LARGE SCALE
<br />COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE
<br />FBC -BUILDING, CHAPTER 3
<br />APPROX.
<br />APPROXIMATE
<br />G.M.L.
<br />GALVANIZED METAL LATH
<br />PR.
<br />PAIR
<br />UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE
<br />SECTION 304: BUSINESS OCCUPANCY - GROUP B
<br />A54
<br />DLX.,R tAn EvJLE
<br />ARCH.
<br />ARCHITECT
<br />G.11I.9.
<br />GALVANIZED METAL STUD
<br />P.A.
<br />PARKING SPACE
<br />THE COST TO THE SUBCONTRACTOR
<br />A5po
<br />WlrZ C" SC:r+EC�uLE
<br />AUTO.
<br />AUTOMATIC
<br />GNP.
<br />GROUND
<br />PT.
<br />POINT
<br />- METAL OR SHEET METAL -SMALL SCALE
<br />NEIGWT AND BUILDINfz AREA:
<br />GR.
<br />GRADE
<br />P.A.
<br />PRESSURE TREATED
<br />5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
<br />NI
<br />ARCHITECTURAL SI�ECIFICATIOtvS
<br />B.G.
<br />BUMPER GUARD
<br />GYP.
<br />GYPSUM
<br />P.A.D.
<br />PAPER TOWEL DISPENSER
<br />0
<br />PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING
<br />BLDG.
<br />BUILDING
<br />GWB.
<br />GYPSUM WALLBOARD
<br />PTN.
<br />PARTITION
<br />WOOD FINISH
<br />AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT 15 NOT LIMITED
<br />FBC - BUILDING, CHAPTER 5: TYPE V-B, SPRINKLERED
<br />1N2
<br />AKCi-41%CTUr<AL C_It-ICATICAw*
<br />BM.
<br />BEAM
<br />H.S.
<br />HOSE BIB
<br />P.V.G.
<br />POLYVINYL CHLORIDE
<br />TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE
<br />AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM - 506.3 300.00%
<br />BOTT.
<br />BOTTOM
<br />HBD.
<br />HARDBOARD
<br />NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
<br />SI
<br />GENERAL NOTES
<br />B.U.R.
<br />BUILT-UP ROOF
<br />H.A.
<br />HOLLOW CORE OR
<br />Q.T.
<br />QUARRY TILE
<br />WOOD BLOCKING CONTINUOUS
<br />OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />ALLOWED PROVIDED
<br />82a
<br />FfA.-kTICJrI PLAN
<br />u+vl�
<br />CAB.
<br />CABINET
<br />HCWD.
<br />HANDICAP
<br />HOLLOW CORE WOOD
<br />R.
<br />RI5ER OR RADIUS
<br />(o. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR
<br />TABLE 503: HEIGHT AND BUILDING AREA
<br />,:?2e
<br />Ffk,,4-iiP*C. PLArJ
<br />C.B.
<br />CATCH BASIN
<br />DOOR
<br />R.G.
<br />RUNNER CHANNEL
<br />WOOD BLOCKING INTERMITTENT
<br />DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS
<br />b3a
<br />STfii3.4C-I6'r�LL DETAILS
<br />C.G.T.
<br />CUBICAL CURTAIN TRACK
<br />HDW.
<br />HARDWARE
<br />R.G.P.
<br />REINFORCED CONCRETE
<br />SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL
<br />MAXIMUM BUILDING HEIGHT 40' 38'
<br />bJ`TIW�t�uP►L
<br />DETf•11L
<br />C.C.U.
<br />CORONARY CARE UNIT
<br />HDWD.
<br />HARDWOOD
<br />PIPE
<br />NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL
<br />MAXIMUM STORIES 2 1
<br />DER.
<br />CERAMIC
<br />HGT.
<br />HEIGHT
<br />R.D.
<br />ROOF DRAIN
<br />PLYWOOD
<br />CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER.
<br />AREA PER FLOOR 21,000 SF 12,000 SF
<br />GF.G.I.
<br />CONTRACTOR FURNISHED-
<br />H.M.
<br />HOLLOW METAL
<br />RE.
<br />RELATIVE TO
<br />PI
<br />PLUMI5IrvG FLOOR PLAN
<br />CONTRACTOR INSTALLED
<br />HORIZ.
<br />HORIZONTAL
<br />RECEP.
<br />RECEPTACLE
<br />-1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS.
<br />CONSTRUCTION TYPE:
<br />C.G.
<br />CORNER GUARD
<br />H.PT.
<br />HIGH POINT
<br />REF.
<br />REFERENCE
<br />GYPSUM WALLBOARD
<br />ESI
<br />ELECTRICAL SITE PLAN
<br />C.I.
<br />CAST IRON C.J. CONTROL
<br />HR.
<br />HOUR
<br />REFR
<br />REFRIGERATOR
<br />8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS.
<br />FBC -BUILDING, CHAPTER 6
<br />EI
<br />ELE07r+C;L ;�fi'EC1t=ILATIONS AND LEGrvD
<br />JOINT
<br />H.R.
<br />HANDRAIL
<br />RED.
<br />REGULATE, REGULAR
<br />COMPLETE SETS OF DOCUMENTS SHALL NOT B£ BROKEN UP FOR BID PURPOSES. SUCH
<br />C.L.
<br />CENTER LINE
<br />H.R.S.
<br />HEALTH AND REHABILITATE
<br />REINF.
<br />REINFORCING
<br />RIGID INSULATION
<br />ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK
<br />TABLE 601 -FIRE RESISTANCE RATING FOR BUILDING ELEMENTS
<br />E2
<br />ELECTrc+GAL LIC►-ITIrK_► r='LAN
<br />GLG.
<br />CEILING
<br />SERVICES
<br />REQD.
<br />REQUIRED
<br />TO BE PERFORMED.
<br />REQ'D PROVIDED
<br />E3
<br />ELECTp�+ _r+L RI�Er< OIf�Gr�AM Ar•tD PANEL
<br />DLO.
<br />CLOSET
<br />H.S.
<br />HEAT STRENGTHENED
<br />REV.
<br />REVISIONS
<br />STRUCTURAL FRAME INCLUDING
<br />1
<br />G.M.U.
<br />CONCRETE MASONRY UNIT
<br />N.S.V.
<br />HEAT STEAMED VINYL
<br />R.H.
<br />ROBE HOOK
<br />BATT INSULATION
<br />S. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD
<br />BEAMS, COLUMNS, GIRDERS, TRUSSES 0 HR 0 HR
<br />►r=✓uiE
<br />COL.
<br />COLUMN
<br />HTG.
<br />HEATING
<br />RM.
<br />ROOM
<br />INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID.
<br />BEARING WALLS, EXTERIOR 0 1-IR 0 HR
<br />COM.
<br />COMMON
<br />H.V.A.C.
<br />HEATING, VENTILATION, 4
<br />R.O.
<br />ROUGH OPENING
<br />THIS INSPECTION IS REQUIRED 50 THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR
<br />BEARING WALLS, INTERIOR 0 HR 0 HR
<br />GONG.
<br />CONCRETE
<br />AIR CONDITIONING
<br />WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS
<br />NONBEARING WALLS, INTERIOR 0 HR 0 HR
<br />CONTT.
<br />CONSTRUCTION
<br />S.A.B.
<br />SOUND ATTENUATING
<br />DEFINED IN THESE CONSTRUCTION DOCUMENTS.
<br />FLOOR CONSTRUCTION INCLUDING
<br />CONT.
<br />CONTINUOUS
<br />I.G.U.
<br />INTENSIVE CARE UNIT
<br />BLANKET
<br />SUPPORTING BEAMS a JOISTS 0 HR 0 HR
<br />GONTR.
<br />CONTRACTOR
<br />I.D.
<br />INSIDE DIAMETER
<br />S.B.
<br />SET BACK
<br />10. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED.
<br />ROOF CONSTRUCTION INCLUDING
<br />CORR.
<br />CORRIDOR
<br />IN.
<br />INCH(ES)
<br />S.G.
<br />SOLID CORE
<br />THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT
<br />SUPPORTING BEAMS 4 J015TS 0 HR 0 HR
<br />C.O.
<br />CASED OPENING/ CLEAN
<br />INCL.
<br />INCLUDE(DXING)
<br />SGED.
<br />SCHEDULE
<br />LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY
<br />OUT
<br />INFO.
<br />INFORMATION
<br />SCWD
<br />SOLID CORE WOOD DOOR
<br />ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS.
<br />CPT.
<br />CARPET
<br />IN5UL.
<br />INSULATION
<br />SEAL,
<br />SEALANT
<br />VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK.
<br />TABLE 602 - FIRE RESISTANCE RATING FOR EXTERIOR WALLS BEARING
<br />C.S.
<br />CONCRETE SEALED
<br />INT.
<br />INTERIOR
<br />SECT.
<br />SECTION
<br />AND NON BEARING BASED ON FIRE SEPARATION DISTANCE
<br />G.S.W.
<br />CAVITY SHAFT WALL
<br />I.P.
<br />ISOLATION PANEL
<br />S.F.
<br />SQUARE FOOT (FEET)
<br />11. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN
<br />C.T.
<br />CERAMIC TILE
<br />I.P.S
<br />INSIDE PIPE DIAMETER
<br />SH.
<br />SHELVING, SHELF
<br />ANYWAY BY THE CONTRACTOR OR THE OWNER. ALTERATIONS SHALL BE MADE ONLY BY
<br />LESS THAN 5' I HR N/A
<br />CTR.
<br />COUNTER, CENTER
<br />I.T.
<br />ISOLATION TRANSFORMER
<br />SHT.
<br />SHEET
<br />THE ARCHITECT OF RECORD.
<br />I HR N/A
<br />0 HR N/A
<br />C-S.
<br />COMPUTED AXIAL
<br />I.V.T.
<br />INTRAVENOUS TRACK
<br />SIM.
<br />SIMILAR
<br />20' 30' 0 HR N/A
<br />TOMOGRAPH
<br />S.M.
<br />SHEET METAL
<br />30' AND OVER 0 HR 0 HR
<br />A
<br />SCANNER
<br />JAN.
<br />JANITOR
<br />S.M.S.
<br />SHEET METAL SCREW
<br />CTSK.
<br />COUNTER SUNK
<br />JT.
<br />JOINT
<br />S.P.B.
<br />SPECIMEN PASS BOX
<br />FIRE RESISTANCE
<br />C..W.
<br />CERAMIC TILE WAINSCOAT
<br />SPEC.
<br />5PEGIFIGATION(6)
<br />G.A.
<br />CLEAN UTILITY
<br />K.P.
<br />KICK PLATE
<br />SPF.
<br />SOUNDPROOF
<br />ERGO 1OWLDING, CHAPTER 1 REQ'D OPENING
<br />K.S.
<br />KNEE SPACE
<br />545
<br />STAINED AND SEALED
<br />�2)�C837x�RIER ASSEMBLY PROTECO
<br />D.A.
<br />DELAYED ACTION
<br />5.5.
<br />STAINLESS STEEL
<br />(TABLE 115.4)
<br />DBL.
<br />DOUBLE
<br />L.
<br />LENGTH
<br />5TA.
<br />STATION
<br />FIRE WALL - 106.1 AND TABLE 106.4 N/A -
<br />D.E.
<br />DOUBLE EGRESS
<br />LAB.
<br />LABORATORY
<br />STD.
<br />STANDARD
<br />SHAFT / EXIT ENCLOSURES - 108.4 / 1018.1
<br />DEPT.
<br />DEPARTMENT
<br />L.A.
<br />LAY -IN ACOUSTICAL
<br />STL.
<br />STEEL
<br />LESS THAN 4 STORIES N/A -
<br />PET.
<br />DETAIL
<br />LAM.
<br />LAMINATE
<br />STOR.
<br />STORAGE
<br />OCCUPANCY SEPARATION-_ 08 / 508 N/A -
<br />D.A.
<br />DRINKING FOUNTAIN
<br />LAV.
<br />LAVATORY
<br />STRL.
<br />STRUCTURAL
<br />TENANT SEPARATION - N/A -
<br />DIA.
<br />DIAMETER
<br />LBL,
<br />LABEL
<br />S.U.
<br />SOILED UTILITY
<br />.]
<br />7.3 / N/A -
<br />EXIT PASSAGEWAY - 17.3
<br />DIAG.
<br />DIAGONAL
<br />L.D.W.
<br />LESS DOOR WIDTH
<br />SUSP.
<br />SUSPENDED
<br />HORIZONTAL EXIT 10.4 .3 / 1 23N/A -
<br />DIM.
<br />DIMENSION
<br />LF.
<br />LINEAR FEET
<br />S.Y.
<br />SQUARE YARD
<br />A - .1
<br />SINGLE OCCUPANCY FIRE AREA 101.3.9 N/A -
<br />'
<br />DISP.
<br />DISPENSER
<br />LKR
<br />LOCKER
<br />CORRIDORS (OCCUPANT LOAD>30) - 1018.1
<br />DN.
<br />DOWN
<br />L.L.
<br />LEAD LINED, LIVE LOAD
<br />T.
<br />TREAD, TOILET
<br />(SPRINKLERED) N/A -
<br />DR. DOOR L.P. LIGHT PROOF TA. TABLE
<br />DWR
<br />DWR
<br />DRAWINGS
<br />DRAWER
<br />LT.WT.
<br />LIGHT WEIGHT
<br />T.B.
<br />T.C.
<br />TEST BORING
<br />TOILET COMPARTMENT
<br />5yM11/1I LEG�}'1
<br />1 1 '�`/i�
<br />*'
<br />L/ V��l i7
<br />�ST /•TIO � NOTES
<br />V �/
<br />MEAf�iS EGZ'CESS•
<br />MAS.
<br />MASONRY
<br />T.D.
<br />TRAVEL DISTANCE
<br />EA.
<br />EACH
<br />MATL.
<br />MATERIAL
<br />TEL.
<br />TELEPHONE
<br />FBC - BUILDING, CHAPTER 10
<br />E.A.
<br />EXPANSION BOLT
<br />MAX.
<br />MAXIMUM
<br />TEMP.
<br />TEMPERED, TEMPERATURE
<br />E.O.S.
<br />EDGE OF STEEL
<br />M.B.
<br />MACHINE BOLT
<br />T4G
<br />TONGUE 4 GROOVE
<br />I. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE
<br />MAXIMUM FLOOR AREA PER OCCUPANT
<br />TABLE 1004.1.1: 100 5F
<br />E.J.
<br />EXPANSION JOINT
<br />MECH.
<br />MECHANICAL
<br />THK.
<br />THICKNESS)
<br />_
<br />WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLA55 "B" INTERIOR FINISH RATING
<br />12,000 SF 120 PERSONS
<br />EL.
<br />ELEVATION
<br />MED.CAB.
<br />MEDICAL CABINET
<br />T.P.D.
<br />TOILET PAPER DISPENSER
<br />IN EXIT AND EXIT ACCESS AREA. GLASS "G" ELSEWHERE.
<br />ELEG.
<br />ELECTRICAL
<br />MED.PREP. MEDICAL PREPARATION
<br />T.P.N.
<br />TOILET PAPER HOLDER
<br />_
<br />BUILDING SECTION SYMBOL
<br />ELEV.
<br />ELEVATOR
<br />MTL.
<br />METAL
<br />TREAT.
<br />TREATMENT
<br />2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A
<br />EMER
<br />EMERGENCY
<br />MFD.
<br />MANUFACTURED
<br />T.V.
<br />TELEVISION
<br />KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR
<br />EGRESS WIDTH PER OCCUPANT - TABLE 1005.1
<br />E.P.
<br />ELECTRICAL PANELBOARD
<br />MFR.
<br />MANUFACTURE
<br />TYP.
<br />TYPICAL
<br />SURFACE BOLTS SHALL NOT BE USED.
<br />LEVEL (FIRST FLOOR) 120 x 0.2 = 24"
<br />EPS
<br />EQ.
<br />EXPANDED POLYSTYRENE
<br />EQUAL
<br />M.G.
<br />M.G.A.
<br />MEDICAL GAS
<br />MEDICAL GAS ALARM
<br />UG.
<br />UNDERCUT
<br />3. ALL GLAZING WITHIN A 24 INCH ARC, OF DOORS WHOSE BOTTOM EDGE 15 LESS THAN 60
<br />OJCT C
<br />EQUIP.
<br />EQUIPMENT
<br />M.G.O.
<br />MEDICAL OUTLET
<br />U.C.
<br />UNDER COUNTER
<br />INCHES ABOVE THE FLOOR AND GLASS BELOW 18" A.F.F. AND ALL GLAZING IN DOORS
<br />ALLOW PROVIDED
<br />E.R.
<br />EMERGENCY ROOM,
<br />M.G.V.B.
<br />MEDICAL GAS VALVE, BOX
<br />U.O.N.
<br />UNLESS OTHERWISE NOTED
<br />_
<br />SHALL BE SAFETY GLASS, TEMPERED GLA55 OR ACRYLIC PLASTIC SHEET. PER
<br />MIN. CLEAR DOOR OPENING - 1008.1.1 32" 2 34"
<br />EMERGENCY RELEASE
<br />M.BM.
<br />METAL BUILDING
<br />UTIL.
<br />UTILITY
<br />WALL SECTION SYMBOL
<br />F15C-2406.1
<br />MIN. CLEAR STAIR WIDTH - 1009.1 44" 2 48"
<br />E.S.
<br />EXPOSED STRUCTURE
<br />MANUFACTURER
<br />COMMON PATH OF TRAVEL - 1014.3 100 FT ( 100 FT
<br />GON57RUCTION OF A SINGLE STORY FREE STANDING MASONRY MEDICAL
<br />E.T.
<br />ELAPSED TIME
<br />M.G.
<br />MANHOLE
<br />V.
<br />VINYL
<br />4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 80"
<br />EXIT ACCESS TRAVEL DIST. - TABLE 1016.1 300 FT (300 FT
<br />BUILDING INCLUDING FULL SITE DEVELOPMENT AND UTILITIES.
<br />E.W.C.
<br />ELECTRIC WATER COOLER
<br />MIN.
<br />MINIMUM
<br />V.B.
<br />VINYL BASE
<br />ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS,
<br />MIN. CORRIDOR WIDTH - 1018.2 44" 44"
<br />EXP.
<br />EXPANSION
<br />MISC.
<br />MISCELLANEOUS
<br />V.G.T.
<br />VINYL COMPOSITION TILE
<br />CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 27" ABOVE
<br />DEAD END CORRIDOR - 1018.4 50 FT �50 FT
<br />CIVIL DRAWINGS
<br />HAVE BEEN SUBMITTED UNDER A SEPARATE PERMIT.
<br />EXT'G
<br />EXISTING
<br />MLDG.
<br />MOLDING
<br />VERT.
<br />VERTIGAL(LY)
<br />FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED
<br />MIN. NUMBER OF EXITS - 1021.1 / 1021.2 2
<br />ETR.
<br />EXISTING TO REMAIN
<br />M.O.
<br />MASONRY OPENING
<br />VEST.
<br />VESTIBULE
<br />ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE
<br />FIRE PROTECTION SYSTEM TO BE DESIGNED AND SUBMITTED UNDER A
<br />EXT.
<br />EXTERIOR
<br />M.O.L.
<br />MORE OR LESS
<br />V.I.F.
<br />VERIFY IN FIELD
<br />DETAIL SYMBOL
<br />CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE.
<br />SEPARATE PERMIT BY A LICENSED FIRE PROTECTION CONTRACTOR PRIOR
<br />M.P.
<br />MEDICINE PREPARATION
<br />V.W.F.
<br />VINYL WALL COVERING
<br />NUMBER AND SIZE OF EXITS
<br />TO PERMIT ISSUANCE.
<br />F.A.
<br />FIRE ALARM
<br />M.R.
<br />MOISTURE RESISTANT
<br />5. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME
<br />DOUBLE EXIT DOORS 56" x 2 = 112"
<br />F.A.C.
<br />FIRE ALARM CABINET
<br />M.R.I.
<br />MAGNETIC RESONANCE
<br />W/
<br />WITH
<br />SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFT5TOPPED AS
<br />TENANT ENTRANCE/EXIT DOORS 34" x 5 = 110"
<br />F.A.P.
<br />FIRE ALARM PULL STATION
<br />IMAGE
<br />W.B.
<br />WALL BUMPER
<br />FOLLOWS:
<br />TOTAL EXIT WIDTH 282"
<br />F.G.
<br />FURRING CHANNEL
<br />M.S.
<br />METAL STUD
<br />W.G.
<br />WATER CLOSET, WALL
<br />_
<br />5.1. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRESTOPPED AT
<br />F.D.
<br />FLOOR DRAIN, FIELD
<br />M.S.L.
<br />MEAN SEA LEVEL
<br />COVERING
<br />EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF
<br />DIMENSION
<br />M.T.
<br />METAL THRESHOLD
<br />W/C
<br />WHEEL CHAIR
<br />-- DETAIL SYMBOL
<br />�
<br />SUPPORT FOR ROOFS
<br />SPACES WITH SINGLE EXIT -
<br />FDN.
<br />FOUNDATION
<br />MTD.
<br />MOUNTED
<br />WE).
<br />WOOD
<br />5.2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY DRAFTSTOPS INTO
<br />TABLE 1015.1 / 1021.2 N/A -
<br />F.A.
<br />FIRE EXTINGUISHER
<br />MUL.
<br />MULLION
<br />W.H.
<br />WATER HEATER
<br />AREAS NOT TO EXCEED 3,000 SQFT
<br />F.A.C.
<br />FIRE EXTINGUISHER
<br />M.V.
<br />MIXING VALVE
<br />W.I.
<br />WROUGHT IRON
<br />`�
<br />5.3. ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ABOVE ROOF
<br />CABINET
<br />N.C.
<br />NURSE CALL
<br />W/O
<br />WITH OUT
<br />SHALL BE DRAFTSTOPPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF
<br />INTERIOR FINISHES:
<br />F.F.E.
<br />FINISHED FLOOR ELEVATION
<br />N.I.C.
<br />NOT IN CONTRACT
<br />W.O.
<br />WHERE OCCURS
<br />SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT
<br />F.H.G.
<br />FIRE HOSE CABINET
<br />NO.
<br />NUMBER
<br />W.P.
<br />WATERPROOFING)
<br />OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1,000 5QFT FOR ANY SPACE
<br />FBG -BUILDING, CHAPTER 8 BUSINESS - GROUP B (SPRINKLERED)
<br />F.I.
<br />FILM ILLUMINATOR
<br />NOM.
<br />NOMINAL
<br />W.R.
<br />WASTE RECEPTACLE
<br />0'-0" F.F.E. ELEVATION MARK
<br />BETWEEN CEILING AND FLOOR, AND 3,000 SQFT FOR ANY SPACE BETWEEN CEILING
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.9
<br />FIN.
<br />FINISH
<br />N.STA.
<br />NURSE STATION
<br />WT.
<br />WEIGHT
<br />TOP OF SLAB
<br />AND ROOF
<br />VERTICAL EXITS AND EXIT PASSAGEWAYS: GLASS A
<br />FL.
<br />FLOOR
<br />N.T.S.
<br />NOT TO SCALE
<br />W.W.F.
<br />WELDED WIRE FABRIC
<br />5.4. DRAFT5TOPPING MATERIALS SHALL BE NOT LE55 THAN 1/2" THICK GYPSUM BOARD,
<br />EXIT ACGE65 CORRIDORS / EXITWAY5: CLASS B
<br />FLASH.
<br />FLASHING
<br />W.W.M.
<br />WELDED WIRE MESH
<br />15/32" PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY
<br />ROOMS AND ENCLOSED SPACES: CLASS C
<br />FLUOR
<br />FLUORESCENT
<br />O.A.
<br />OVERALL
<br />SUPPORTED
<br />O.C.
<br />ON CENTER
<br />YD.
<br />YARD
<br />INTERIOR ELEVATION MARK
<br />5.5. THE INTEGRITY OF ALL DRAFT5TOP5 SHALL BE MAINTAINED
<br />INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE
<br />6. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS
<br />WITH ASTM E 54,
<br />KEYED DRAWING NOTES
<br />OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL.
<br />SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN
<br />1. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE 2012 FLORIDA
<br />ACCORDANCE WITH THE PROVISIONS OF 45TM G 635 AND ASTM C 636.
<br />O
<br />ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND SHALL COMPLY WITH CHAPTER 1
<br />MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SHALL HAVE A
<br />DOOR NUMBER SYMBOL
<br />SECTION 103 SIGNS.
<br />MINIMUM CLASS G FLAME SPREAD AND SMOKE -DEVELOPED INDEX WHEN
<br />TESTED IN ACCORDANCE WITH ASTM E 84,
<br />000 ROOM NUMBER SYMBOL
<br />INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND WATER CLOSETS
<br />SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF (4)
<br />FOUR FEET ABOVE THE FINISHED FLOOR MINIMUM. THE MATERIALS USED IN SUCH
<br />WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE.
<br />O WINDOW SYMBOL
<br />1
<br />LOCATICT4 MAC'
<br />REVISION
<br />PROJECT
<br />SITE
<br />F'ROJECT TEA I
<br />tC�
<br />ARCHITEr'T
<br />ELECTRICAL
<br />I
<br />WALL TYPES
<br />OLIVERI ARCHITECTS
<br />ELECTRICAL CONSULTING AND
<br />32707 U.S.
<br />DESIGN, INC.
<br />A
<br />PALM HARBOR, FLORIDA 34684
<br />9225 ULMERTON ROAD - SUITE G
<br />121-181-1525
<br />LARGO, FLORIDA 33111
<br />121-581-4318
<br />I<=Y PLAN SECTION SYMBOL
<br />STRUCTU
<br />MECHANICAL / P I1AG
<br />CREATIVE STRUCTURES ENGINEERING, LLG
<br />MECHANICAL DESIGN AND
<br />1908 LAND O LAKES BLVD - SUITE 4
<br />CONSULTING, INC.
<br />LL
<br />LUTZ, FL 33549
<br />891 14TH AVENUE SOUTH
<br />813. 388. 5648
<br />SAFETY HARBOR, FLORIDA 34695
<br />121-125-2225
<br />REVISIONS BY
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<br />Date: 03. 25. 13
<br />Scale: AS NOTED
<br />Project Mgr: AAY
<br />Drawn: DC
<br />Job: 13-08a
<br />Sheet
<br />T2
<br />
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