|
DRAWING LEGEND
<br />NNN I XXX ROOM NUMBER / ROOM NAME
<br />&\ SPECIFIC NOTE
<br />OX WINDOW TYPE
<br />A LOUVER TYPE
<br />-_<N> WALL TYPE
<br />NNN DOOR NUMBER
<br />X N DOOR TYPE / FRAME TYPE
<br />N ELEVATION NUMBER
<br />AN.N LOCATION SHEET
<br />N
<br />A N SECTION NUMBER
<br />LOCATION SHEET
<br />N DETAIL NUMBER
<br />AN.N LOCATION SHEET
<br />n'-n'I n.n" ARCHITECTURAL (CIVIL) ELEV
<br />T/O CONC LOCATION
<br />ABBREVIATIONS
<br />A/C AIR CONDITIONING
<br />AFF ABOVE FINISHED FLOOR
<br />ALUM ALUMINUM
<br />8/0 BOTTOM OF
<br />B/W BETWEEN
<br />CIVIL CIVIL ENGINEERING DRAWINGS & SPECIFICATIONS
<br />CLG CEILING
<br />CL CENTER LINE
<br />CT CEILING TILE
<br />CONC CONCRETE
<br />CMU CONCRETE MASONRY UNIT
<br />CONT CONTINUOUS
<br />CJ CONTROL JOINT
<br />DR DOOR
<br />EJ EXPANSION JOINT
<br />ELEC ELECTRICAL DRAWINGS AND SPECIFICATIONS
<br />ELEV ELEVATION
<br />EW EACH WAY
<br />EWC ELECTRIC WATER COOLER
<br />EQ EQUAL
<br />EXIST EXISTING
<br />EXT EXTERIOR
<br />FACP FIRE ALARM CONTROL PANEL
<br />FEX FIRE EXTINGUISHER
<br />FEC FIRE EXTINGUISHER CABINET
<br />FD FLOOR DRAIN
<br />FIN FINISH
<br />FL FLOOR
<br />GA GAUGE
<br />GALV GALVANIZED
<br />GC GENERAL CONTRACTOR
<br />GYP BD GYPSUM BOARD
<br />HC HANDICAPPED
<br />HM HOLLOW METAL
<br />HOR HORIZONTAL
<br />HSS HOLLOW (TUBE) STRUCTURAL STEEL
<br />ISA INTERNATIONAL SYMBOL OF ACCESSIBILITY
<br />LAV LAVATORY
<br />MAX MAXIMUM
<br />MECH MECHANICAL DRAWINGS & SPECIFICATIONS
<br />MO MASONRY OPENING
<br />MTL METAL
<br />MIN MINIMUM
<br />MTD MOUNTED
<br />NIC NOT IN CONTRACT
<br />NO NUMBER
<br />NOA MIAMI-DADE NOTICE OF ACCEPTANCE
<br />NOM NOMINAL
<br />NTS NOT TO SCALE
<br />O/C ON CENTER
<br />OH OPPOSITE HAND
<br />PC PAINTED CONCRETE
<br />PGB PAINTED GYPSUM BOARD
<br />PLAM PLASTIC LAMINATE
<br />PL PLATE
<br />PLUMB PLUMBING DRAWINGS AND SPECIFICATIONS
<br />PREFAB PREFABRICATED
<br />PREFIN PREFINISHED
<br />PT PRESSURE TREATED (WOOD)
<br />REIN REINFORCED
<br />SIM SIMILAR
<br />SPECS TECHNICAL SPECIFICATIONS MANUAL
<br />SS STAINLESS STEEL
<br />STRUCT STRUCTURAL DRAWINGS AND SPECIFICATIONS
<br />SAP SUSPENDED ACOUSTICAL PANEL (CEILING)
<br />THK THICK
<br />THR THRESHOLD
<br />T&B TOP AND BOTTOM
<br />T/O TOP OF
<br />TYP TYPICAL
<br />LION UNLESS OTHERWISE NOTED
<br />VCT VINYL COMPOSITION TILE
<br />VIF VERIFY IN FIELD
<br />VERT VERTICAL
<br />WC WATER CLOSET
<br />WD WOOD
<br />WWF WELDED WIRE FABRIC
<br />W/ WITH
<br />XTR EXISTING TO REMAIN
<br />GENERAL PROTECT NOTES
<br />1. EXISTING ITEMS AND CONDITIONS ARE DEPICTED AND DESCRIBED ON THESE
<br />DRAWINGS ACCORDING TO INFORMATION OBTAINED FROM THE BEST AVAILABLE
<br />DOCUMENTS AND SURVEYS. THE ARCHITECT PROVIDES NO ASSURANCE AS TO,
<br />AND ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THESE DEPICTIONS
<br />AND DESCRIPTIONS. FIELD VERIFY AND DETERMINE BY ANT MEANS NECESSARY,
<br />THE ACTUAL LOCATION AND CONDITION OF ALL PERTINENT ITEMS, INCLUDING
<br />THOSE THAT MAY BE IN CONCEALED LOCATIONS. IF IT IS DISCOVERED THAT THE
<br />ACTUAL CONDITIONS DIFFER FROM WHAT IS SHOWN IN THESE DRAWINGS OF IF
<br />THE CONDITIONS THAT ARE TO REMAIN AS PART OF THE FINISHED WORK ARE
<br />UNSUITABLE TO SUPPORT OR ACCOMMODATE THE PROPOSED WORK, OR DO NOT
<br />MEET CODE REQUIREMENTS OR CONSTRUCTION INDUSTRY STANDARDS,
<br />IMMEDIATELY NOTIFY THE ARCHITECT VIA A "REQUEST FOR INFORMATION" (RFI)
<br />DOCUMENT AND DO NOT PROCEED WITH THE WORK UNTIL RECEIPT OF A
<br />RESPONSE FROM THE ARCHITECT.
<br />2. THE CONTRACT DOCUMENTS INCLUDE THESE DRAWINGS AND SPECIFICATIONS.
<br />IF THE DRAWINGS AND THE MANUAL DIFFER IN THE DESCRIPTIONS OF ITEMS
<br />OR FEATURES, IMMEDIATELY NOTIFY THE ARCHITECT VIA A "REQUEST FOR
<br />INFORMATION" (RFI) DOCUMENT AND DO NOT PROCEED WITH THE WORK UNTIL
<br />RECEIPT OF A RESPONSE FROM THE ARCHITECT.
<br />3. ESTABLISH, WITH THE OWNER, AREAS AND LIMITS OF CONSTRUCTION ACTIVITY
<br />INCLUDING: ACCESS WAYS, MATERIALS & EQUIPMENT STORAGE AREAS, FIELD
<br />OFFICE SPACE, CONSTRUCTION PERSONNEL TOILET FACILITIES AND PARKING,
<br />PROVIDE SIGNS, BARRIERS, AND TEMPORARY ILLUMINATION AS NECESSARY TO
<br />SUFFICIENTLY PROTECT AND SEPARATE THE OWNER'S EMPLOYEES, PATRONS,
<br />VISITORS, AND THE GENERAL PUBLIC FROM THE WORK RELATED ACTIVITIES.
<br />4. CAREFULLY REMOVE ONLY THOSE MATERIALS, ASSEMBLIES, FIXTURES, DEVICES,
<br />AND COMPONENTS NECESSARY TO ACCOMMODATE THE ALTERATIONS AND
<br />ADDITIONS. PROVIDE TEMPORARY STRUCTURAL ASSEMBLIES WHERE REQUIRED
<br />TO STABILIZE AND SUPPORT THE REMAINING CONSTRUCTION, PROVIDE
<br />SUFFICIENT PROTECTION TO PREVENT UNNECESSARY DAMAGE TO THE
<br />REMAINING CONSTRUCTION, FINISHES AND FACILITIES. REPAIR OR REPLACE ANY
<br />EXISTING ITEMS AND FINISHED DAMAGED BY WORK RELATED ACTIVITIES AT NO
<br />COST TO THE OWNER. WHERE REMOVALS OCCUR, PROVIDE CLEAN, UNIFORM
<br />BREAKS AND CUTS AT THE REMAINING MATERIALS. FILL AND PATCH WITH NEW
<br />MATERIALS AND ASSEMBLIES MATCHING THE REMAINING ADJACENT
<br />CONSTRUCTION ASSEMBLY AND FINISH MATERIALS IN KIND, STRENGTH, AND
<br />APPEARANCE, SO AS TO BE STRUCTURALLY INTEGRATED WITH THE REMAINING
<br />CONSTRUCTION AND TO FINISH UNIFORMLY WITHOUT TELEGRAPHING
<br />DIFFERENCES BETWEEN THE NEW, PATCHES AND REMAINING CONSTRUCTION,
<br />5. THE WORD "PROVIDE", WHERE USED ON THESE DRAWINGS, MEANS TO FURNISH
<br />AND INSTALL THE REFERENCED ITEM OR FEATURE SO THAT IT IS COMPLETE AND
<br />FULLY FUNCTIONING ACCORDING TO IT'S INTENDED PURPOSE AND THE OWNER'S
<br />REQUIREMENTS. INCLUDE ALL MATERIALS, LABOR, AND COORDINATION WITH
<br />OTHER WORK REQUIRED TO ACCOMPLISH THIS OBJECTIVE. PROVIDE FINISHED
<br />WORK THAT MEETS OR EXCEEDS CURRENT CONSTRUCTION INDUSTRY STANDARDS
<br />FOR QUALITY AND PERFORMANCE. THE WORK WILL BE CONSIDERED COMPLETE
<br />AND ACCEPTABLE ONLY AFTER INSPECTION AND APPROVAL BY THE OWNER, THE
<br />ARCHITECT, AND THE AUTHORITY HAVING JURISDICTION.
<br />6. ITEMS OR FEATURES NOTED "TYPICAL" (TYP) ON THE DRAWINGS APPLY FOR ALL
<br />SIMILAR ITEMS OR FEATURES ON THESE DRAWINGS UNLESS OTHERWISE NOTED.
<br />7. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.
<br />8. TOP OF CONC SLAB ELEV 0'-0" ON THE ARCHITECTURAL DRAWING SHEETS
<br />CORRESPONDS TO THE EXISTING LOWEST FINISH FLOOR OF THE EXISTING BUILDING
<br />9. PROVIDE, TO THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, A
<br />FLORIDA PRODUCT APPROVAL, ISSUED BY THE FLORIDA DEPARTMENT OF
<br />BUSINESS & PROFESSIONAL REGULATION, OR A MIAMI-DADE NOTICE OF
<br />ACCEPTANCE (NOA), ISSUED BY THE MIAMI-DADE COUNTY GOVERNMENT,
<br />CERTIFYING THAT TESTING, APPROVED AND MONITORED NY THESE AGENCIES,
<br />HAS SUFFICIENTLY DEMONSTRATED THAT EACH EXTERIOR BUILDING
<br />COMPONENT AND CLADDING ASSEMBLY, AS DESIGNED AND MANUFACTURED,
<br />WILL WITHSTAND THE WIND PRESSURES AND WIND-BORNE MISSILE IMPACT
<br />FORCES IN COMPLIANCE WITH ALL CODE AND JURISDICTIONAL REQUIREMENTS
<br />FOR THE PROJECT LOCATION WHEN INSTALLED ACCORDING TO THE
<br />MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS AD WELL AS THOSE
<br />INSTRUCTIONS THAT MAY BE PROVIDED WITHE THE FLORIDA PRODUCT
<br />APPROVAL OR NOA DOCUMENTS.
<br />10. KEEP AND MAINTAIN ON THE JOB SITE COMPLETE AND LEGIBLE SETS OF
<br />CONSTRUCTION DOCUMENTS, ADDENDA, SUPPLEMENTAL INSTRUCTIONS,
<br />SUPPLEMENTAL DRAWINGS, MEETING NOTES, ETC.
<br />11. TREAT THE SOIL WITH APPROVED TERMITICIDE UNDER ALL NEW SLAB AREAS
<br />OF THE BUILDING.
<br />12. PROVIDE A 6 MIL VAPOR BARRIER UNDER ALL NEW SLAB AREAS.
<br />13. PROVIDE FIRE -RETARDANT TREATED WOOD FOR ALL WOOD BLOCKING & NAILERS
<br />USED IN CONCEALED SPACES.
<br />14. LOCATE AND CONCEAL CONDUIT, PIPING, ETC. WITHIN WALL CAVITIES OR UNDER
<br />SLABS AS MUCH AS POSSIBLE. PROVIDE ACCESS BOXES WITH REMOVABLE
<br />COVERS FOR VALVES, CLEANOUTS, JUNCTION BOXES, ETC, WHERE REQUIRED.
<br />15. PROVIDE GALVANIZED STEEL FOR ALL STRUCTURAL STEEL AND STEEL DECK.
<br />16. WHERE DISSIMILAR METALS MAY CONTACT EACH OTHER OR WHERE METALS
<br />MAY CONTACT CORROSIVE SUBSTRATES, SUCH AS CEMENTIOUS OR WOOD
<br />SUBSTRATES, PROTECT AGAINST GALVANIC ACTION BY PAINTING CONTACT
<br />SURFACES WITH A BITUMINOUS COATING OR BY OTHER TYPE OF PERMANENT
<br />SEPARATION AS RECOMMENDED BY SMACMA.
<br />17. COORDINATE KEYING OF ALL DOORS WITH THE OWNER.
<br />18. CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS IN COMPLIANCE WITH CODES
<br />DURING ALL PHASES OF CONSTRUCTION.
<br />19. CONTRACTOR TO INSTALL BARRIERS AS NECESSARY AND REQUIRED AROUND
<br />PERIMETER OF CONSTRUCTION LIMITS TO PROTECT THE PUBLIC.
<br />20. CONTRACTOR TO REMOVE ALL DEBRIS FROM SITE AT END OF EACH DAY.
<br />COPYRIGHT NOTE
<br />THE ARCHITECT'S COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS ARE
<br />HEREBY RESERVED IN THE IDEAS, DESIGNS, PLANS, DRAWINGS, AND SPECIFICATIONS
<br />PRODUCED BY THE ARCHITECT. THESE IDEAS, DESIGNS, PLANS, DRAWINGS, AND
<br />SPECIFICATIONS SHALL NOT BE REPRODUCED OR CONVEYED IN ANY MANNER NOR
<br />ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN
<br />PERMISSION OF THE ARCHITECT. CONSENT IS HEREBY GRANTED TO GOVERNMENTAL
<br />AGENCIES TO REPRODUCE THE CONSTRUCTION DRAWINGS IN COMPLIANCE WITH STATE
<br />STATUTES. TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS
<br />AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND
<br />THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY
<br />IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES.
<br />FIRE DEPARTMENT NOTES
<br />1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A
<br />WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH
<br />FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD
<br />INSPECTOR OR BUILDING DEPARTMENT INSPECTOR.
<br />2. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON
<br />DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT
<br />INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO
<br />EMERGENCY POWER CIRCUITS, COMPLY WITH BUILDING CODES.
<br />3. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS.
<br />4. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY
<br />OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF
<br />AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES.
<br />5. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE -RESISTIVE CORRIDORS SHALL BE
<br />PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING
<br />AND SHALL BE SELF -CLOSING. (WHERE REQUIRED)
<br />6. 20-MINUTE DOOR JAMBS TO BE TIGHT -FITTING, SMOKE AND DRAFT CONTROLLED.
<br />7. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR
<br />MORE PERSONS AND IN ANY HAZARDOUS AREA.
<br />8. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN
<br />END POINT FLAME SPREAD RATING:
<br />A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN
<br />VERTICAL EXITS.
<br />B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED
<br />IN HORIZONTAL EXITS.
<br />C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS
<br />INSTALLED IN ANY OTHER LOCATION.
<br />9. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE
<br />NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER.
<br />10. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE -RATED
<br />WALLS OR CEILINGS.
<br />11. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS,
<br />FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH UNIFORM
<br />FIRE CODE REGULATIONS.
<br />12. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE
<br />CODE REQUIREMENTS.
<br />13. PROVIDE NEW, EXTEND OR MODIFY EXISTING FIRE/ LIFE SAFETY SYSTEM AS REQUIRED TO
<br />PROVIDE AN APPROVED FIRE/ LIFE SAFETY SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT
<br />WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION, AND OBTAIN APPROVAL
<br />PRIOR TO INSTALLATION.
<br />ACCESSIBILITY NOTES
<br />I. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON
<br />LEVEL THROUGHOUT.OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS.PASSENGER
<br />ELEVATORS OR SPECIAL ACCESS LIFTS.
<br />2. FLOOR SURFACES SHALL BE SLIP -RESISTANT.
<br />3. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE
<br />SHALL BE NOT LESS THAN 44' IN WIDTH.
<br />4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED
<br />1/2' IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4' MAY BE VERTICAL. BEVEL
<br />OTHERS WITH A SLOPE NO GREATER THAN 1:2
<br />5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN
<br />A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE
<br />HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE
<br />DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE
<br />OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 30' AND 44'
<br />ABOVE FLOOR FINISH.
<br />6. CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 30' AND 44'
<br />ABOVE THE FLOOR.
<br />7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5
<br />POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED
<br />AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR
<br />FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS
<br />MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE
<br />REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS.
<br />8. THE BOTTOM 10' OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A
<br />SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A
<br />WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.
<br />PROVIDE A 10' HIGH SMOOTH PANEL ON THE PUSH SIDE OF NARROW FRAME
<br />DOORS.
<br />9. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3' IN
<br />WIDTH AND NOT LESS THAN 6'-8' IN HEIGHT. DOORS SHALL BE CAPABLE OF
<br />OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH
<br />OF THE DOORWAY IS NOT LESS THAN 32'.
<br />10. WHERE A PAIR OF DOORS IS UTILIZED. AT LEAST ONE OF THE DOORS SHALL PROVIDE
<br />A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32' WITH THE LEAF POSITIONED AT AN
<br />ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.
<br />II. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH
<br />ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING
<br />PEDESTRIAN WAYS.
<br />12. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR
<br />SHALL BE LEVEL AND CLEAR.THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN
<br />THE DIRECTION OF DOOR SWING OF AT LEAST 60' AND THE LENGTH OPPOSITE THE
<br />DIRECTION OF DOOR SWING OF 44' AS MEASURED AT RIGHT ANGLES TO THE PLANE
<br />OF THE DOOR IN ITS CLOSED POSITION.
<br />13. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 112'LOWER THAN THE THRESHOLD
<br />OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4' AND 1/2' SHALL BE BEVELED
<br />WITH A SLOPE NO GREATER THAN 1:2.
<br />14. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER
<br />TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR
<br />AT LEAST 2' WIDE, PLACED PARALLEL TO AND NOT MORE THAN V FROM THE NOSE
<br />OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS
<br />SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR.
<br />15. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15' ABOVE THE FLOOR
<br />OR WORKING PLATFORM.
<br />16. SANITARY FACILITIES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING SHALL BE
<br />ACCESSIBLE TO THE PHYSICALLY HANDICAPPED.
<br />r---I
<br />n I I IQ r - - - -
<br />--
<br />V
<br />p 118' MIN 142' MIN
<br />FRONT APPROACH, FRONT APPROACH, HINGE APPROACH,
<br />PULL SIDE PUSH SIDE PULL SIDE
<br />z
<br />I p 136' MIN
<br />12' MIN I c N I 22' MIN
<br />HINGE APPROACH,
<br />FRONT APPROACH, PULL SIDE HINGE APPROACH,
<br />PUSH SIDE DOOR PULL SIDE
<br />PROVIDED WITH
<br />BOTH CLOSER AND
<br />LATCH
<br />z a z ---a
<br />j 122' MIN c 124' MIN � 24' MIN
<br />_71"F
<br />LATCH APPROACH, LATCH APPROACH,
<br />PULL SIDE PULL SIDE, DOOR
<br />HINGE APPROACH, PROVIDED WITH
<br />PUSH SIDE DOOR CLOSER
<br />PROVIDED WITH
<br />BOTH CLOSER AND
<br />LATCH
<br />z
<br />I i 2 1� I
<br />v 4 24'IMIN Q I 24':MIN
<br />LATCH APPROACH, LATCH APPROACH,
<br />PUSH SIDE PUSH SIDE, DOOR
<br />PROVIDED WITH
<br />CLOSER
<br />REFER TO FLORIDA ACCESSIBILITY CODE 2014 CHAPTER 4
<br />3 CLEARANCES AT DOORS
<br />G1.2 NOT TO SCALE
<br />8'. EO EO 8".
<br />EXIT SIGN -
<br />PRECAST CONCRETE LINTEL. LENGTH -
<br />CUT TO BLOCK DIMENSIONS TYP.
<br />i, 8" ABOVE T/O FRAME HEAD
<br />Y B/O EXIT SIGN
<br />ik 80" AFF
<br />B/O STROBE
<br />OL 60" AFF
<br />I
<br />48" AFF
<br />T/O OUTLET, LIGHT
<br />SWITCH, PULL STATION
<br />OIL 16" AFF
<br />B/O OUTLET
<br />OIL FINISH FLOOR
<br />FIRE ALARM
<br />STROBE
<br />ROOM SIGNAGE
<br />FIRE ALARM
<br />PULL STATION
<br />LIGHT SWATCH
<br />ELECTRICAL OR
<br />COMMUNICATIONS
<br />OU TILE T
<br />12' ��. DOOR FRAME �I� 12' FIRE
<br />EXTINGUISHER
<br />CABINET
<br />THERMOSTAT
<br />ELECTRICAL OR
<br />COMMUNICATIONS
<br />OUTLET ABOVE
<br />COUNTERTOP
<br />TYPICAL DEVICE PLACEMENT
<br />NOT TO SCALE
<br />SECTION A -A
<br />1. WALL ASSEMBLY - THE FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL
<br />BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL
<br />U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE
<br />DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
<br />A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL
<br />STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC.
<br />STEEL STUDS TO BE MIN 3-5/8 IN. WIDE AND SPACED MAX 24 IN. OC.
<br />B. GYPSUM BOARD' - NOM 5/8 IN. THICK GYPSUM WALLBOARD, AS SPECIFIED IN THE
<br />INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF OPENING IS 1-1/2 IN. LARGER
<br />THAN THE OUTSIDE DIAM OF PIPE.
<br />2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE CENTERED
<br />WITHIN THE FIRESTOP SYSTEM. AN ANNULAR SPACE OF 3/4 IN. IS REQUIRED WITHIN THE
<br />FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES
<br />OF WALL ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR
<br />TUBING MAY BE USED:
<br />A. STEEL PIPE - NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
<br />B. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) ELECTRICAL METALLIC TUBING OR STEEL
<br />CONDUIT,
<br />C. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
<br />D. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
<br />3. FILL, VOID OR CAVITY MATERIAL ' - SEALANT MIN 5/8 IN. THICKNESS OF FILL MATERIAL
<br />APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY.
<br />3M COMPANY FB-2000+
<br />*BEARING THE UL CLASSIFICATION MARKING SYSTEM N0. W-L-1084
<br />JULY 29, 1995
<br />F RATING - 1 HR
<br />T RATING - 0 HR
<br />UL SYSTEM NO. W-L-1084
<br />PIPE PENETRATIONS
<br />30'
<br />MIT
<br />48'
<br />z Off,
<br />cal I �
<br />EQI
<br />FORWARD PARALLEL
<br />APPROACH APPROACH
<br />x
<br />SPOUT
<br />LOCATION
<br />z
<br />WATER COOLER
<br />CLEARANCES
<br />16--188' c
<br />I MIRROR
<br />TOP 'MIN.
<br />M 36'IMIN
<br />:60' MIN
<br />CLEAR FLOOR SPACE
<br />TYPICAL
<br />CLEARANCES
<br />54' MIN.
<br />TOILET 42' MIN.
<br />PAPER
<br />TOP
<br />'
<br />Zn
<br />l t�71
<br />1. 56' MIN
<br />CLEAR FLOOR SPACE
<br />WATER CL O SET
<br />CLEARANCES
<br />UPPER SPOUT HEIGHT
<br />LOWER SPOUT HEIGHT 19' MIRROR
<br />NOTE: - X �' TOE CLEARANCE
<br />DUAL UNITS STANDARD k a F w
<br />AND WHEEL CHAIR ACCESS a P W a x z z ? z
<br />EQUIPMENT PERMITTED IN Z M pP �� > 1 2 3
<br />SHADED AREA17
<br />Inrn N N In
<br />N
<br />8' MIN. 8' MIN. 6' MAX.
<br />6' MAX. KNEE 17'
<br />CLEARANCE MIN DEPTH
<br />X
<br />WATER COOLER LAVATORY LAVATORY
<br />CLEARANCES CLEARANCES CLEARANCES
<br />�
<br />ACCESSIBLE TOILET NOTES:
<br />x
<br />w
<br />w
<br />1.
<br />WATER CLOSET SEATS SHALL BE MOUNTED BETWEEN 17-19 INCHES MEASURED FROM THE FINISH FLOOR TO THE
<br />iv Lr
<br />TOP OF THE SEAT,
<br />O
<br />ro
<br />2.
<br />GRAB BARS SHALL BE PROVIDED AND LOCATED 33-36 INCHES FROM THE FINISH FLOOR AND SHALL BE PARALLEL
<br />TO THE FLOOR. OUTSIDE DIAMETER OF GRAB BAR SHALL BE 1-1/2" AND SHALL PROVIDE 1-1/2" OF CLEARANCE
<br />BETWEEN THE RAIL AND WALL. GRAB BARS SHALL BE STAINLESS STEEL AND SHALL SUPPORT A LOAD OF 250 LBS.
<br />APPLIED AT ANY POINT DOWNWARD OR HORIZONTALLY.
<br />3.
<br />SIDE BAR SHALL BE 42" LONG MINIMUM AND MOUNTED 12" FROM WALL TO EDGE OF GRAB BAR - REAR BAR
<br />SHALL BE 36" LONG (MIN.) MOUNTED 12" MIN. OFF CENTER OF THE TOILET TO WALL SIDE EDGE OF GRAB BAR.
<br />4.
<br />FLUSH CONTROLS, TOILET PAPER DISPENCERS, FAUCETS, ETC. SHALL COMPLY WITH ALL CODE REQUIREMENTS.
<br />5.
<br />LAVATORIES SHALL HAVE LEVER OPERATED FAUCETS AND NARROW APRONS AND SHALL BE MOUNTED AT A
<br />MAXIMUM OF 34 INCHES AS MEASURED FROM THE FINISH FLOOR. TOE AND KNEE CLEARANCES SHALL BE AS SHOWN
<br />ON THE DETAIL.
<br />6.
<br />HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE PROTECTED. THERE SHALL
<br />BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.
<br />7.
<br />PROVIDE A MIRROR IN EACH TOILET ROOM AS SHOWN OR A MINIMUM OF 18" X 30" WITH THE BOTTOM EDGE OF THE
<br />REFLECTING SURFACE MOUNTED NO HIGHER THAN 40" ABOVE THE FINISH FLOOR.
<br />8.
<br />PROVIDE A STAINLESS STEEL TOILET PAPER DISPENSER IN EACH TOILET ROOM MOUNTED AT A MINIMUM OF 19" ABOVE
<br />FINISHED FLOOR. PROVIDE A STAINLESS STEEL SANITARY NAPKIN DISPENSER IN TOILET ROOMS DESIGNATED AS WOMANS
<br />TOILET ROOMS.
<br />9.
<br />TYPICAL TOILET ROOM DOOR SHALL BE 3'-0" X 6'-8" WITH ADA AND FLORIDA HANDICAP APPROVED PRIVACY HARDWARE
<br />PROVIDE ADA APPROVED SIGNAGE AT THE EXTERIOR FACE OF DOOR AS SHOWN ON 4/C1.2
<br />10.
<br />H.C. TOILET ROOMS SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE FLORIDA HANDICAP CODE, THE ADA,
<br />AND ALL OTHER APPLICABLE CODES.
<br />1 ACCESSIBLE TOILET DIMENSIONS
<br />(_1 7 1 SCALE 1/4' = I'-0'
<br />I I
<br />I I
<br />z I I
<br />z I � I 1 z I
<br />I t v I 1 > 1 I
<br />1
<br />rn I I I I fn I I
<br />L--------1 L --- I I---------1
<br />L 48' MIN 30' MIN 1 48' MIN
<br />III L
<br />CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH
<br />c
<br />N
<br />x
<br />60' MIN
<br />x z
<br />L_.
<br />I I
<br />I�----------I Z
<br />F I'll M 60' MIN ,- \\`�--���/ I I `v
<br />36' MIN L 60' MIN 12- 1 36 MIN 1 12' 1
<br />MIN MIN
<br />CLEAR FLOOR SPACE IN ALCOVES TURNING SPACE
<br />REFER TO FLORIDA ACCESSIBILITY CODE 2017 CHAPTER 3
<br />MINIMIM CLEAR FLOOR
<br />2 SPACE FOR WHEEL CHAIR S
<br />Revisions Date By
<br />Mark A. lonnatti
<br />Florida Ali 0010778
<br />JONNATTI
<br />ARCHITECTURE
<br />INCORPORATED
<br />21021 US Highway 19 N
<br />Clearwater, Florida 33765
<br />(727) 725 ARCH
<br />(727) 725-2603 fx
<br />www. jarch. com
<br />info@jarch.com
<br />® JonnattiArchitecture
<br />Incorporated 2022
<br />ZEPHR
<br />RETAIL
<br />DEVELOPMENT
<br />DOC MJ
<br />SUITE 6603
<br />US HWY 301
<br />GALL BL VD
<br />ZEPHYRHILLS
<br />FLORIDA
<br />33542
<br />GENERAL
<br />NOTES AND
<br />DETAILS
<br />Drawn
<br />MAJ
<br />Check
<br />MAJ
<br />Date
<br />JAN 18, 2022
<br />Scale
<br />AS NOTED
<br />Job No
<br />ZEPHR RB
<br />G102
<br />NOT TO SCALE
<br />
|