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ISSUED FOR: REVIEW <br />11.12.2021 <br />EXISTING (EXPOSED) METAL ROOF JOIST TO REMAIN. <br />APPLY R36 SPRAY FOAM INSULATION WITH <br />THERMAL BARRIER TO ENTIRE BOTTOM OF DECK IN <br />THE SPACE. (ICYNENE ULTRA SELECT DC-315 OR <br />APPROVED EQUIV.) <br />NEW 2'X4' <br />LIGHT FIXTURE <br />15'-4" EXPOSED <br />NEW A.0 DUCT16 T DECK CLG. <br />SYSTEM. SEE (W/ SPRAY INSULATION <br />MECHANICAL - <br />DRAWINGS <br />T la 1 1 T <br />15'-4" EXPOSED <br />DECK CLG. <br />(W/ SPRAY INSULATION) <br />EXISTING SIDEWALK UNDER <br />EXISTING CANOPY TO REMAIN <br />PROPOSED REFLECTED CEILING PLAN <br />SCALE: 1 /4" = 1'-0" <br />WALL -HUNG FIRE <br />EXTINGUISHER <br />WALL <br />FLOOR <br />INSTALLATION NOTES: <br />1. PORTABLE FIRE EXTINGUISHERS SHALL MEET <br />REQUIREDMENTS OF NFPA 10, LATEST <br />EDITION. <br />2. TOP OF FIRE EXTINGUISHER (OR CABINET) <br />SHALL NOT EXCEED 5'-0" A.F.F. <br />3. BOTTOM OF FIRE EXTINGUISHER (OR CABINET) <br />SHALL NOT BE LOWER THAN 4" A.F.F. <br />4. FINAL LOCATIONS OF FIRE EXTINGUISHERS TO <br />BE DETERMINED BY FIRE MARSHAL. <br />5. FIRE EXTINGUISHERS SHALL BE PLACED NEXT <br />TO EACH EXTERIOR EGRESS DOOR. <br />6. FIRE EXTINGUISHERS SHALL BE LOCATED SO <br />THAT THE MAXIMUM TRAVEL DISTANCE FROM <br />ANY INTERIOR POINT OF THE ENTIRE SPACE <br />SHALL NOT EXCEED 75'. <br />7. ATTACHMENT TO WALLS PER MANUFACTURER <br />SPECIFICATIONS. <br />WALL HUNG FIRE EXTINGWISHER <br />LIFE SAFETY REQUIREMENTS <br />N.F.P.A. 101, 2018 EDITION <br />TABLE A.7.6 COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS <br />TYPE OF <br />COMMON PATH LIMIT <br />DEAD-END LIMIT <br />TRAVEL DISTANCE LIMIT <br />UNSPRINKLERED SPRINKLERED <br />UNSPRINKLERED SPRINKLERED <br />OCCUPANCY <br />UNSPRINKLERED SPRINKLERED <br />m (ft.) m (ft.) <br />m (ft.) m (ft.) <br />m (ft.) m (ft.) <br />MERCANTILE <br />EXIST. <br />23 (75) 30 (100) <br />6.1 (20) 15 (50) <br />60 (200) 91 (300) <br />FLORIDA BUILDING CODE - 2020 (7TH EDITION) <br />TABLE 1016.1 - EXIT ACCESS TRAVEL DISTANCE <br />OCCUPANCY <br />WITHOUT SPRIKLER <br />WITH SPRIKLER <br />SYSTEM <br />SYSTEM <br />(feet) <br />(feet) <br />M <br />150 <br />250 <br />LIFE SAFETY LEGEND <br />NOTE: <br />I <br />FOR TRAVEL <br />-----'-'-TRAVEL DISTANCE LAYOUT <br />DISTANCES PROVIDED, SEE FLOOR PLAN. <br />MINIMUM INTERIOR FINISH CLASSIFICATION <br />OCCUPANCY <br />UNSPRINKLERED <br />EXIT <br />OTHER <br />SPACES <br />EXITS <br />CORRIDORS <br />GROUP M, MERCANTILE <br />A <br />A <br />C <br />ACCESSIBILITY NOTES <br />THE DESIGN OF SPACES DEPICTED IN THESE DRAWINGS COMPLIES WITH <br />THE ACCESSIBILITY REQUIREMENTS OF THE FLORIDA BUILDING CODE <br />2017 (6th EDITION). <br />BUILDING SHALL INCLUDE AN ACCESSIBLE ROUTE FOR THE PUBLIC FROM <br />ACCESSIBLE PARKING SPACES TO ENTRY DOORS & INTO THE BUILDING. <br />ALL PUBLIC AREAS ARE ACCESSIBLE & HAVE NO LEVEL CHANGES <br />GREATER THAN j" EXCEPT AS PROVIDED BY RAMP. <br />PLAN LEGEND <br />CLASS A: PROVIDE ONE WALL HUNG FIRE EXTINGUISHER AS <br />PER NFPA 101 FOR EACH 3,000 SQ.FT. OF BUILDING WITH A <br />75'-0" MAX. TRAVEL DISTANCE. REFER TO NFPA 10 SECTION <br />1-6.10 FOR FIRE EXTINGUISHER MOUNTING HEIGHTS. <br />B FEX - WALL MOUNTED, CLASS B. FIRE EXTINGUISHER <br />EXIST EXIT SIGN WITH BATTERY PACK. SEE ELEC. DWGS. <br />An EMERGENCY LIGHT FIXTURE WITH BATTERY PACK <br />SEE ELECTRICAL DWGS. <br />�1 SECURITY CAMERA <br />STOREFRONT SIGN WHICH READS: "CASH REGISTER <br />CONTAINS $50 OR LESS AT ALL TIMES". <br />MO SECURITY HEIGHT MEASURE INSTALLED ® EXITS <br />• ALARM PANIC BUTTON UNDER COUNTER. <br />CEILING PLAN LEGEND <br />2'X4' SUSPENDED CEILING PANEL. <br />SEE NOTES. <br />1 /2" DRYWALL CEILING ON 2X FRAMING PER <br />PLAN. <br />®DENOTES <br />2'x4' PARABOLIC LIGHT FIXTURES. <br />SEE ELECTRICAL DRAWINGS FOR SPECS. <br />® <br />DENOTES 2'x2' PARABOLIC LIGHT FIXTURES. <br />SEE ELECTRICAL DRAWINGS FOR SPECS. <br />DENOTES LIGHT FIXTURE <br />SEE ELECTRICAL DRAWINGS FOR SPECS. <br />ExIST <br />EXIT SIGN WITH BATTERY PACK <br />SEE ELECTRICAL DWGS. <br />EMERGENCY LIGHT FIXTURE WITH BATTERY <br />PACK. SEE ELECTRICAL DWGS. <br />® <br />CEILING MOUNTED AIR SUPPLY DIFFUSER <br />SEE MECHANICAL DWGS. <br />Z <br />RETURN AIR <br />SEE MECHANICAL DWGS. <br />CEILING MOUNTED EXHAUST FAN <br />SEE MECHANICAL DWGS. <br />EGRESS FLOOR LEVEL NOTES: <br />1. LEVEL CHANGE AT ALL DOORS SHALL <br />NOT EXCEDEED 1/2" AS PER 11-4.13 F.B.C. <br />2. DIFERENCE IN FLOOR LEVEL BETWEEN OPPOSITE SIDES OF EGRESS <br />DOORS SHALL NOT EXCEED 1 2". N.F.P.A. 101 - 7.2.1.3 <br />DRAWING NOTES <br />1. REFER TO CIVIL PLAN FOR EXISTING FIRE HYDRANT LOCATIONS. <br />2. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR FURTHER <br />INFORMATION. <br />3. PROVIDE MAXIMUM OCCUPANCY SIGN <br />FLAME SPREAD NOTE: <br />ALL INTERIOR FINISHES INCLUDING WALLS, PARTITIONS, CEILINGS AND <br />OTHER EXPOSED INTERIOR SURFACES, COMPRISING BOTH PLASTER, <br />WOOD OR OTHER INTERIOR FINISH MATERIAL AND ANY SURFACING <br />MATERIAL SUCH AS PAINT OR WALL PAPER APPLIED THEREOF SHALL <br />HAVE A FLAME SPREAD CLASSIFICATION OF CLASS C U.N.O. <br />SUSPENDED CEILING GENERAL NOTES <br />1. METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS SHALL BE <br />INSTALLED IN ACCORDANCE WITH FLORIDA BUILDING CODE. <br />2. HANGERS FOR SUSPENDED CEILINGS SHALL BE FASTENED TO OR EMBEDDED IN THE STRUCTURAL <br />FRAMING MASONRY OR CONCRETE. HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP <br />THE FULL STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED WITH 3/4 INCH <br />BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS & BOLTED TO THE MAIN PART OF THE <br />HANGER. <br />3. SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED W/ MECHANICAL INTERLOCKING <br />CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH BENT TABS, OR OTHER APPROVED <br />CONNECTORS. DESIGN CONNECTORS FOR 2 X DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION <br />(MINIMUM 60 POUNDS). OR, CROSS -FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY <br />SADDLE -TYING W/ NOT LESS THAN ONE STRAND OF NO. 16 OR TWO STRANDS OF NO. 18 U.S. GAUGE 11E <br />WIRE OR APPROVED EQUIVALENT ATTACHMENTS. <br />4. RUNNERS AND FURRING. THE MAIN RUNNER AND CROSS -FURRING SHALL BE IN STANDARD SIZES AS <br />PROVIDED BY MANUF., EXCEPT THAT OTHER STEEL SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED. <br />5. LATERAL SUPPORT MAY BE PROVIDED BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN FOUR <br />DIRECTIONS 90 DEGREE APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER <br />AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREE FROM THE PLANE OF THE <br />CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12' O.C. IN EACH DIRECTION WITH THE FIRST <br />POINT WITHIN 4' FROM EACH WALL. <br />6. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN RUNNERS AND CROSS <br />RUNNERS MAY BE ATTACHED AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE <br />RUNNERS MAINTAINED AT THE OTHER TWO WALLS. <br />7. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED WITH ADDED REQUIREMENT THAT DISCONTINUOUS <br />ENDS OF CROSS RUNNERS AND MAIN RUNNERS BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH <br />DISCONTINUITIES AS MAY OCCUR WHERE THE CEILING IS DISRUPTED BY A WALL. <br />8. LIGHTING FIXTURES & AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY WIRES FROM STRUCTURE ABOVE. <br />MATERIAL SPECIFICATIONS: <br />1. CEILING TILE SIZE: 24"X 48"X 5/8" THICK. <br />ALL CEILING TILES IN STORE TO BE: ARMSTRONG VINYL ROCK WASHABLE CEILING <br />PANELS (PER LOCAL COUNTY HEALTH DEPARMENT). <br />2. WIRES: <br />HANGER WIRE ALLOWABLE TENSION <br />#12 170 LB. <br />#11 225 LB. <br />#10 250 LB. <br />LIFE SAFETY PLAN <br />SCALE: 1 /4" = 1'-0" <br />EXISTING CONC. STEPS TO BE <br />PrDI erDn UATu rnnC <br />:ERED <br />'VG <br />ww>-to-ozw <br />O <br />ICJ <br />Q <br />co <br />1-4 <br />co <br />(m <br />G� <br />O <br />,4 <br />Ewe <br />x <br />O <br />W <br />x <br />N <br />W <br />> <br />O <br />m <br />U <br />w <br />� <br />z <br />L;j <br />Z <br />> <br />O <br />F <br />cai <br />OJ <br />Lo <br />Lo <br />Q <br />U <br />U <br />Z <br />O <br />O <br />W <br />a <br />a <br />cn <br />BEFORE PERMITTING OR START OF CONSTRUCTION: <br />1. TENANT TO ACQUIRE LANDLORD WRITTEN APPROVAL OF ALL PROPOSED ALTERATIONS. <br />2. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS. <br />3. CONTRACTOR TO COORDINATE ROUGH WINDOW/ DOOR OPENINGS SIZE W/ MFR SPEC: <br />GCE <br />r <br />m <br />a <br />Q <br />O <br />Z <br />:. <br />cm <br />co <br />in <br />a <br />w <br />ai <br />U <br />h <br />a� <br />a <br />EH <br />ai <br />d <br />a <br />m w <br />w <br />a o <br />a CQ <br />w <br />d m <br />10B. NO.210i <br />COA. NO.291: <br />MAZENIMARIE, PE. <br />(FL. PM # OXt66) <br />4 <br />G1.2 <br />L <br />