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DRAWING LEGEND <br />NNN I XXX ROOM NUMBER / ROOM NAME <br />SPECIFIC NOTE <br />OX WINDOW TYPE <br />AN LOUVER TYPE <br />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 SECTION NUMBER <br />LOCATION SHEET <br />N DETAIL NUMBER <br />AN.N LOCATION SHEET <br />n'-n" n.n" ARCHITECTURAL (CIVIL) ELEV <br />T/O CONC LOCATION <br />14531019 <br />A/C AIR CONDITIONING <br />AFF ABOVE FINISHED FLOOR <br />ALUM ALUMINUM <br />B/O 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 PROJECT NOTES <br />FIRE DEPARTMENT NOTES <br />1. <br />EXISTING ITEMS AND CONDITIONS ARE DEPICTED AND DESCRIBED ON THESE <br />1. <br />PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A <br />DRAWINGS ACCORDING TO INFORMATION OBTAINED FROM THE BEST AVAILABLE <br />WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH <br />DOCUMENTS AND SURVEYS. THE ARCHITECT PROVIDES NO ASSURANCE AS TO, <br />FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD <br />AND ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THESE DEPICTIONS <br />INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. <br />AND DESCRIPTIONS. FIELD VERIFY AND DETERMINE BY ANT MEANS NECESSARY, <br />2 <br />PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON <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 />DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT <br />ACTUAL CONDITIONS DIFFER FROM WHAT IS SHOWN IN THESE DRAWINGS OF IF <br />INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO <br />THE CONDITIONS THAT ARE TO REMAIN AS PART OF THE FINISHED WORK ARE <br />EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. <br />UNSUITABLE TO SUPPORT OR ACCOMMODATE THE PROPOSED WORK, OR DO NOT <br />3. <br />MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. <br />MEET CODE REQUIREMENTS OR CONSTRUCTION INDUSTRY STANDARDS, <br />4. <br />EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY <br />IMMEDIATELY NOTIFY THE ARCHITECT VIA A "REQUEST FOR INFORMATION" (RFI) <br />OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF <br />DOCUMENT AND DO NOT PROCEED WITH THE WORK UNTIL RECEIPT OF A <br />AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. <br />RESPONSE FROM THE ARCHITECT. <br />5. <br />DOORS OPENING INTO REQUIRED 1-HOUR, FIRE -RESISTIVE CORRIDORS SHALL BE <br />2. <br />THE CONTRACT DOCUMENTS INCLUDE THESE DRAWINGS AND SPECIFICATIONS, <br />PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING <br />IF THE DRAWINGS AND THE MANUAL DIFFER IN THE DESCRIPTIONS OF ITEMS <br />AND SHALL BE SELF -CLOSING. (WHERE REQUIRED) <br />OR FEATURES, IMMEDIATELY NOTIFY THE ARCHITECT VIA A "REQUEST FOR <br />6. <br />20-MINUTE DOOR JAMBS TO BE TIGHT -FITTING, SMOKE AND DRAFT CONTROLLED. <br />INFORMATION" (RFI) DOCUMENT AND DO NOT PROCEED WITH THE WORK UNTIL <br />7, <br />EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR <br />RECEIPT OF A RESPONSE FROM THE ARCHITECT. <br />MORE PERSONS AND IN ANY HAZARDOUS AREA. <br />8. <br />INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN <br />3. <br />ESTABLISH, WITH THE OWNER, AREAS AND LIMITS OF CONSTRUCTION ACTIVITY <br />INCLUDING: ACCESS WAYS, MATERIALS & EQUIPMENT STORAGE AREAS, FIELD <br />END POINT FLAME SPREAD RATING: <br />OFFICE SPACE, CONSTRUCTION PERSONNEL TOILET FACILITIES AND PARKING, <br />A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN <br />PROVIDE SIGNS, BARRIERS, AND TEMPORARY ILLUMINATION AS NECESSARY TO <br />VERTICAL EXITS. <br />SUFFICIENTLY PROTECT AND SEPARATE THE OWNER'S EMPLOYEES, PATRONS, <br />B. CLASS 11, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED <br />VISITORS, AND THE GENERAL PUBLIC FROM THE WORK RELATED ACTIVITIES. <br />IN HORIZONTAL EXITS. <br />C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS <br />4. <br />CAREFULLY REMOVE ONLY THOSE MATERIALS, ASSEMBLIES, FIXTURES, DEVICES, <br />INSTALLED IN ANY OTHER LOCATION. <br />AND COMPONENTS NECESSARY TO ACCOMMODATE THE ALTERATIONS AND <br />9. <br />DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE <br />ADDITIONS. PROVIDE TEMPORARY STRUCTURAL ASSEMBLIES WHERE REQUIRED <br />TO STABILIZE AND SUPPORT THE REMAINING CONSTRUCTION. PROVIDE <br />NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN APPROVED MANNER, <br />SUFFICIENT PROTECTION TO PREVENT UNNECESSARY DAMAGE TO THE <br />10. <br />PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE -RATED <br />REMAINING CONSTRUCTION, FINISHES AND FACILITIES. REPAIR OR REPLACE ANY <br />WALLS OR CEILINGS. <br />EXISTING ITEMS AND FINISHED DAMAGED BY WORK RELATED ACTIVITIES AT NO <br />11. <br />STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, <br />COST TO THE OWNER. WHERE REMOVALS OCCUR, PROVIDE CLEAN, UNIFORM <br />FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH UNIFORM <br />BREAKS AND CUTS AT THE REMAINING MATERIALS. FILL AND PATCH WITH NEW <br />FIRE CODE REGULATIONS. <br />MATERIALS AND ASSEMBLIES MATCHING THE REMAINING ADJACENT <br />12. <br />WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE <br />CONSTRUCTION ASSEMBLY AND FINISH MATERIALS IN KIND, STRENGTH, AND <br />APPEARANCE, SO AS TO BE STRUCTURALLY INTEGRATED WITH THE REMAINING <br />CODE REQUIREMENTS. <br />CONSTRUCTION AND TO FINISH UNIFORMLY WITHOUT TELEGRAPHING <br />13. <br />PROVIDE NEW, EXTEND OR MODIFY EXISTING FIRE/ LIFE SAFETY SYSTEM AS REQUIRED TO <br />DIFFERENCES BETWEEN THE NEW, PATCHES AND REMAINING CONSTRUCTION. <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 />5. <br />THE WORD "PROVIDE", WHERE USED ON THESE DRAWINGS, MEANS TO FURNISH <br />PRIOR TO INSTALLATION. <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 />ACCESSIBILITY <br />NOTES <br />OTHER WORK REQUIRED TO ACCOMPLISH THIS OBJECTIVE. PROVIDE FINISHED <br />WORK THAT MEETS OR EXCEEDS CURRENT CONSTRUCTION INDUSTRY STANDARDS <br />I. <br />IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON <br />FOR QUALITY AND PERFORMANCE. THE WORK WILL BE CONSIDERED COMPLETE <br />LEVEL THROUGHOUT,OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS,PASSENGER <br />AND ACCEPTABLE ONLY AFTER INSPECTION AND APPROVAL BY THE OWNER, THE <br />ELEVATORS OR SPECIAL ACCESS LIFTS. <br />ARCHITECT, AND THE AUTHORITY HAVING JURISDICTION. <br />2. <br />FLOOR SURFACES SHALL BE SLIP -RESISTANT. <br />6. <br />ITEMS OR FEATURES NOTED "TYPICAL" (TYP) ON THE DRAWINGS APPLY FOR ALL <br />3. <br />EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE <br />SIMILAR ITEMS OR FEATURES ON THESE DRAWINGS UNLESS OTHERWISE NOTED. <br />SHALL BE NOT LESS THAN 44" IN WIDTH. <br />4. <br />ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED <br />7. <br />DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. <br />I/2' IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. BEVEL <br />OTHERS WITH A SLOPE NO GREATER THAN 1:2 <br />8. <br />TOP OF CONC SLAB ELEV 0'-0" ON THE ARCHITECTURAL DRAWING SHEETS <br />5. <br />LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN <br />CORRESPONDS TO THE EXISTING LOWEST FINISH FLOOR OF THE EXISTING BUILDING <br />A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE <br />9. <br />PROVIDE, TO THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, A <br />HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE <br />FLORIDA PRODUCT APPROVAL, ISSUED BY THE FLORIDA DEPARTMENT OF <br />DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE <br />BUSINESS & PROFESSIONAL REGULATION, OR A MIAMI-DADE NOTICE OF <br />OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 30' AND 44" <br />ACCEPTANCE (NOA), ISSUED BY THE MIAMI-DADE COUNTY GOVERNMENT, <br />ABOVE FLOOR FINISH. <br />CERTIFYING THAT TESTING, APPROVED AND MONITORED NY THESE AGENCIES, <br />6. <br />CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 30" AND 44" <br />HAS SUFFICIENTLY DEMONSTRATED THAT EACH EXTERIOR BUILDING <br />ABOVE THE FLOOR. <br />COMPONENT AND CLADDING ASSEMBLY, AS DESIGNED AND MANUFACTURED, <br />7, <br />MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 <br />WILL WITHSTAND THE WIND PRESSURES AND WIND-BORNE MISSILE IMPACT <br />POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED <br />FORCES IN COMPLIANCE WITH ALL CODE AND JURISDICTIONAL REQUIREMENTS <br />FOR THE PROJECT LOCATION WHEN INSTALLED ACCORDING TO THE <br />AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR <br />MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS AD WELL AS THOSE <br />FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS <br />INSTRUCTIONS THAT MAY BE PROVIDED WITHE THE FLORIDA PRODUCT <br />MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE <br />APPROVAL OR NOA DOCUMENTS. <br />REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. <br />8. <br />THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A <br />10. <br />KEEP AND MAINTAIN ON THE JOB SITE COMPLETE AND LEGIBLE SETS OF <br />SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A <br />CONSTRUCTION DOCUMENTS, ADDENDA, SUPPLEMENTAL INSTRUCTIONS, <br />WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. <br />SUPPLEMENTAL DRAWINGS, MEETING NOTES, ETC. <br />PROVIDE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF NARROW FRAME <br />11. <br />TREAT THE SOIL WITH APPROVED TERMITICIDE UNDER ALL NEW SLAB AREAS <br />DOORS. <br />OF THE BUILDING. <br />9. <br />EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 31IN <br />WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. DOORS SHALL BE CAPABLE OF <br />12. <br />PROVIDE A 6 MIL VAPOR BARRIER UNDER ALL NEW SLAB AREAS. <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 />13. <br />PROVIDE FIRE -RETARDANT TREATED WOOD FOR ALL WOOD BLOCKING & NAILERS <br />10. <br />WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE <br />USED IN CONCEALED SPACES. <br />A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN <br />14. <br />LOCATE AND CONCEAL CONDUIT, PIPING, ETC. WITHIN WALL CAVITIES OR UNDER <br />ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. <br />SLABS AS MUCH AS POSSIBLE. PROVIDE ACCESS BOXES WITH REMOVABLE <br />II. <br />IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH <br />COVERS FOR VALVES, CLEANOUTS, JUNCTION BOXES, ETC. WHERE REQUIRED. <br />ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING <br />PEDESTRIAN WAYS. <br />15. <br />PROVIDE GALVANIZED STEEL FOR ALL STRUCTURAL STEEL AND STEEL DECK. <br />12. <br />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 />16. <br />WHERE DISSIMILAR METALS MAY CONTACT EACH OTHER OR WHERE METALS <br />THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE <br />MAY CONTACT CORROSIVE SUBSTRATES, SUCH AS CEMENTIOUS OR WOOD <br />SUBSTRATES, PROTECT AGAINST GALVANIC ACTION BY PAINTING CONTACT <br />DIRECTION OF DOOR SWING OF 44' AS MEASURED AT RIGHT ANGLES TO THE PLANE <br />SURFACES WITH A BITUMINOUS COATING OR BY OTHER TYPE OF PERMANENT <br />OF THE DOOR IN ITS CLOSED POSITION. <br />SEPARATION AS RECOMMENDED BY SMACMA. <br />13. <br />FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2"LOWER THAN THE THRESHOLD <br />OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND I/2" SHALL BE BEVELED <br />17. <br />COORDINATE KEYING OF ALL DOORS WITH THE OWNER. <br />WITH A SLOPE NO GREATER THAN 1:2. <br />14. <br />TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER <br />18. <br />CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS IN COMPLIANCE WITH CODES <br />TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR <br />DURING ALL PHASES OF CONSTRUCTION. <br />AT LEAST 2" WIDE, PLACED PARALLEL TO AND NOT MORE THAN V FROM THE NOSE <br />19. <br />CONTRACTOR TO INSTALL BARRIERS AS NECESSARY AND REQUIRED AROUND <br />OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS <br />PERIMETER OF CONSTRUCTION LIMITS TO PROTECT THE PUBLIC. <br />SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. <br />15. <br />CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15" ABOVE THE FLOOR <br />20. <br />CONTRACTOR TO REMOVE ALL DEBRIS FROM SITE AT END OF EACH DAY. <br />OR WORKING PLATFORM. <br />16. <br />SANITARY FACILITIES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING SHALL BE <br />ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. <br />COPYRIGHT NOTE midIATM <br />UNIT <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 />ADA - COMPLIANT ATM UNIT <br />REQUIRED CLEAR 1 <br />FLOOR SPACE o z <br />I <br />I I <br />! 48' <br />MIN. <br />NOTE: <br />ATM (BY VENDOR) SHALL MEET ALL ADA REQUIREMENTS INCLUDING HEIGHT <br />AND REACH DIMENSIONS, <br />VOICE GUIDANCE, INPUT DEVICES AND NUMERIC <br />KEY PAD ACCESSIBILITY, <br />DISPLAY AND PRIVACY FEATURES. <br />r5-'N\ <br />ACCESSIBLE ATM <br />------1 I I <br />co F��----- - <br />z_ <br />0 =18'IN 142" MIN <br />Ln <br />FRONT APPROACH, FRONT APPROACH, HINGE APPROACH, <br />PULL SIDE PUSH SIDE PULL SIDE <br />z Imo% I <br />136' MIN <br />12" MIN IK 1 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 />--1 ----I I- - - - - - <br />I <br />z z I a I a I al <br />Q j 122" MIN c 124" MIN 24" MIN <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 />c � 241MIN ;0 24"IMIN <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" EQ EQ 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/0 EXIT SIGN <br />, -, 80" AFF <br />B/O STROBE <br />60" AFF <br />T SIGNAGE, THERMOSTAT <br />,mk 48" AFF <br />T/O OUTLET, LIGHT <br />SWITCH, PULL STATION <br />16" AFF <br />8/0 OUTLET <br />FINISH FLOOR <br />TYPICAL D <br />FIRE ALARM <br />STROBE <br />ROOM SIGNAGE <br />FIRE ALARM <br />PULL STATION <br />LIGHT SWITCH- <br />ELECTRICAL OR <br />COMMUNICATIONS <br />OUTLET <br />Cl <br />THERMOSTAT <br />ELECTRICAL OR <br />COMMUNICATIONS <br />OUTLET ABOVE <br />COUNTERTOP <br />12" IE sE DOOR FRAME I I " I FIRE-J <br />EXTINGUISHER <br />CABINET <br />EVICE 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 />6 PIPE PENETRATIONS <br />,GI.21 NOT TO SCALE <br />FLORIDA EXTERIOR COMPONENTS & CLADDING PRODUCTS LISTING <br />CATEGORY <br />SUB CATEGORY <br />MATERIAL <br />APPLICANT <br />DESCRIPTION <br />APPROVAL # <br />STRUCTURAL COMPONENTS <br />PRE-ENGINEERED A/C STANDS <br />STEEL <br />DIVERSITECH <br />ACB WALL BRACKET <br />FL 22529.1 <br />PRODUCTS ARE BASIS -OF -DESIGN PRODUCTS: COMPARABLE PRODUCTS MAY BE PROVIDED SUBJECT TO COMPLIANCE WITH THE SPECIFICATIONS <br />AND WITHIN GENERAL NOTE 9, THIS SHEET. <br />.30 � <br />zu falls: - <br />Q I I o Im J <br />FORWARD PARALLEL <br />APPROACH APPROACH <br />< SPOUT <br />LOCATION <br />z <br />WATER COOLER <br />CLEARANCES <br />1616"-18-181 <br />I MIRROR <br />■ IRE <br />TOP 'MIN. <br />LO <br />rn 36' MIN <br />M <br />M <br />60" MIN <br />CLEAR FLOOR SPACE <br />TYPICAL <br />CLEARANCES <br />54" MIN. <br />TOILET- 42" MIN. 12" <br />PAPER <br />TOP 'r-t� <br />� I <br />M _Z <br />M pi <br />rn i <br />L <br />I� 56" MIN �I <br />CLEAR FLOOR SPACE <br />WATER CLOSET <br />CLEARANCES <br />UPPER SPOUT HEIGHT <br />LOWER SPOUT HEIGHT 19" MIRROR 17" M <br />19" MI <br />NOTE: - X j TOE CLEARANCE <br />DUAL UNITS STANDARD _ - - - - - -LCO <br />--- <br />AND WHEEL CHAIR ACCESS x Q 2 U� X z z z I <br />EQUIPMENT PERMITTED IN z M o0 0 �� m 1 1 <br />SHADED AREA rn � w D a, I <br />4 <br />M Q' (/7 M N N <br />8" MIN. <br />6" MA <br />WATER COOLER <br />CLEARANCES <br />8° MIN. 6' MAX. <br />KNEE 17" <br />CLEARANCE MIN DEPTH <br />LAVATORY <br />CLEARANCES <br />48" MIN 161 MAX <br />LAVATORY <br />CLEARANCES <br />ACCESSIBLE TOILET NOTES: <br />1. WATER CLOSET SEATS SHALL BE MOUNTED BETWEEN 17-19 INCHES MEASURED FROM THE FINISH FLOOR TO THE <br />TOP OF THE SEAT. <br />2. 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. 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. FLUSH CONTROLS, TOILET PAPER DISPENCERS, FAUCETS, ETC. SHALL COMPLY WITH ALL CODE REQUIREMENTS, <br />5. 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. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED <br />TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. <br />7. 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. 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. 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. INSTALL (1) TOILET PAPER HOLDER (BOBRICK B-264) AND (1) C-FOLD PAPER TOWEL DISPENSER (BOBRICK B-262) IN <br />EACH TOILET ROOM <br />11. H.C. TOILET ROOMS SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE - ACCESSIBILITY, <br />THE ADA, AND ALL OTHER APPLICABLE CODES. <br />ACCESSIBLE TOILET DIMENSIONS <br />� I <br />I <br />z I I I I z I I <br />I Q I I I <br />o I I I I o I I <br />M I I M I I <br />---------) L- ---- - - - - - <br />) <br />L 48' MIN 1 30" MIN L 48" MIN I <br />CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH <br />v <br />N <br />X <br />SCALE I/4" = 1'-0" <br />60" MIN <br />I I : Z <br />I L 60" MIN I Iv <br />L - - - - - <br />� N <br />L 36" MIN - L 60" MIN j 1-12"� 36' MIN --12 <br />IN MIN MIN <br />CLEAR FLOOR SPACE INALCOVES TURNING SPACE <br />REFER TO FLORIDA ACCESSIBILITY CODE 2017 CHAPTER 3 <br />MINIMIM CLEAR FLOOR <br />2� SPACE FOR WHEELCHAIRS <br />NOT TO SCALE <br />Revisions Date FB) <br />Mark A. Jonnatti <br />Florida AR 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 />© Jonnatti Architecture <br />Incorporated 2021 <br />, 10' • ® • v <br />s - <br />40 u <br />T ru •V tf <br />INTERIOR <br />REMODEL <br />US HV Y 301 <br />GALL BLVD <br />ZEPHYRHILLS <br />FLORIDA <br />33542 <br />GENERAL <br />TES AND <br />DETAILS <br />rawn <br />f <br />MAJ <br />heck <br />AMJ <br />Date <br />AUG 31, 2021 <br />Scale <br />AS NOTED <br />Job No <br />TRULIEVE-ZH <br />Sheet <br />G1.2 <br />