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EXISTING 1 HOUR RATED EMERGENCY LIGHT EXIT LIGHT <br />TENANT DEMISING WALL <br />�a� <br />ap MONO <br />3 ap <br />z a� <br />1 ap <br />600p� <br />'� jai <br />�� <br />.000 <br />i �' <br />op -PATH OF EGRESS <br />' MAX EXIT DISTANCE = 75' .... . - -' <br />EXISTING 36' REAR - <br />DOOR (33" CLEAR <br />WHEN DOOR IS OPEN) - <br />EGRESS CAPACITY EXIT LIGHT- <br />=165 PEOPLE 00-0-- <br />EXISTING REAR — <br />CONCR. SIDEWALK <br />TO REMAIN AS IS <br />EXISTING <br />TELEPHONE <br />CONDUIT STUB IN <br />TO REMAIN AS IS <br />NEW ELEC. —" <br />PANEL. RE: E101 <br />EXISTING Y X 7' HM <br />DOOR (TYPE B) TO <br />REMAIN AS IS <br />EXISTING <br />DOWNSPOUT <br />TO REMAIN AS IS <br />EXISTING SCONC <br />LIGHT FIXTURE <br />TO REMAIN AS IS <br />EXISTING RAIN - <br />HOOD OVER REA <br />DOOR TO REMAP <br />AS IS <br />NEW EXIT LIGHT <br />FIXTURE. RE: E11 <br />FIRE EXTINGUISHER <br />1,400 SF MERCANTILE SPACE <br />OCCUPANT LOAD = 47 PEOPLE <br />EMERGENCY LIGHT <br />ON Life Safety Plan <br />SCALE: 1/8" =1'-0' <br />EXISTING 1 HOUR RATED <br />TENANT DEMISING WALL <br />7V-O" LEASABLE <br />ALL PENETRATIONS IN FIRE RATED <br />WALLS SHALL BE SEALED SO AS <br />TO MAINTAIN THE MIN. REQUIRED <br />FIRE RATING. RE: UL DETAILS <br />OUTSIDE FACE OF WALL TO OUTSIDE FACE OF WALL <br />68'-04/' INTERIOR CLEAR L <br />J <br />� <br />� I <br />o <br />W <br />z <br />Ccw <br />n <br />o <br />J <br />z <br />v <br />w <br />¢ J <br />U <br />w <br />U <br />0 <br />O <br />W <br />L�0 <br />w0 <br />Q <br />J <br />� <br />Z <br />C <br />N <br />Z e <br />0 <br />x <br />rn <br />w <br />O ; <br />LU <br />w <br />w <br />U <br />N 2 Floor Plan <br />SCALE: 1/8" = V-0" <br />IYCTV L A 4 PiVVUJ 11VhL I Mr— IYCYT JUrr-Li AM IYCYY LA9 LoCILINO <br />CEILINGS MOUNTED AT 1V-0" DIFFUSER. RE: M101 LIGHTS. RE: E101 <br />ABOVE FLOORS IN RESTROOM <br />AND IN MAIN ROOM <br />N <br />3 Reflected Ceiling Plan <br />" <br />SCALE: 1/8.= V <br />EXISTING SCONCE <br />LIGHT FIXTURE <br />TO REMAIN AS IS <br />NEW EXIT LIGHT <br />FIXTURE. RE: E101 <br />EXISTING SCONCE <br />LIGHT FIXTURE <br />TO REMAIN AS IS <br />Code Information <br />JURISDICTION AUTHORITY <br />CITY OF ZEPHYRHILLS <br />5335 8TH STREET <br />ZEPHYRHILLS, FL 33542 <br />3 SIGNED & SEALED SETS FOR PERMIT <br />(813) 780-0020 - PHONE <br />(813) 780-0021- FAX <br />THE EXISTING DOOR <br />HARDWARE ON THE <br />ADOPTED CODES: <br />EXISTING FRONT &REAR <br />DOORS MEETS CODE <br />BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 W/ 2009 AMENDMENTS) <br />REQUIREMENTS REGARDING <br />FIRE: FLORIDA FIRE PREVENTION CODE - 2007 (W/ 2009 AMENDMENTS) <br />HANDICAP ACCESSIBILITY <br />CHAPTER 36 - NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS) <br />&EGRESS REQUIREMENTS <br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 (WI 2009 AMENDMENTS) <br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2007 (WI 2009 AMENDMENTS) <br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS) <br />(CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE) <br />EXISTING 36" FRONT <br />FUEL/GAS: FLORIDA BUILDING CODE, FUEL/GAS - 2007 (W/ 2009 AMENDMENTS) <br />DOOR (33" CLEAR <br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS) <br />WHEN DOOR IS OPEN) <br />(CHAPTER 11 - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION). <br />EGRESS CAPACITY <br />ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS) <br />=165 PEOPLE <br />(CHAPTER 13 - FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). <br />EXISTING FRONT FRAMED <br />BUILDING AND CONSTRUCTION DATA <br />WALL HAS A 1 HOUR FIRE <br />RATING. ALL WORK RELATED <br />OCCUPANCY CLASSIFICATION (FBC 309) GROUP M - MERCANTILE <br />TO THE FRONT WALL SHALL <br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, FULLY SPRINKLERED <br />BE PERFORMED SO AS TO <br />MAINTAIN THE WALL'S <br />EXISTING FIRE RATING. <br />MAXIMUM HEIGHT AND AREA (FBC TABLE 503) <br />MAXIMUM HEIGHT 55'-0" - FOUR STORIES <br />ACTUAL HEIGHT 35'-0" - ONE STORY <br />MAXIMUM AREA 12,500 SF <br />ACTUAL AREA 8,600 SF <br />FLOOR PLAN GENERAL NOTES: <br />1. RESTROOM FINISHES SHALL BE: FLOORING - VCT, <br />WALL BASE - 6' VINYL, WALLS - ENAMEL PAINT <br />OVER MOISTURE RESISTANT GYPSUM BOARD. <br />2. FINISHES IN REST OF SPACE SHALL BE: FLOORING - <br />EXPOSED CONCRETE, WALL BASE - NONE, WALLS - <br />PAINT READY. <br />3. REFER TO Al02 FOR INFORMATION REGARDING THE <br />RESTROOM, DOORS, HARDWARE, AND THE NEW <br />CONCRETE SLAB. <br />4. CONTRACTOR SHAM FIELD VERIFY ALL DIMENSIONS <br />AND CONDITIONS PRIOR TO SUBMITTING BIDS. <br />5. GC MAY SUBMIT ALTERNATE DESIGN FOR STUD <br />GAUGE & SPACING. IF AN ALTERNATE DESIGN IS <br />PROPOSED, THE GC MUST SUBMIT INFORMATION TO <br />THE OWNER FOR APPROVAL PRIOR TO ORDERING <br />ANY MATERIALS. THE SUBMITTAL MUST INCLUDE <br />STRUCTURAL INFORMATION VERIFYING THAT THE <br />DESIGN IS ADEQUATE FOR THE WALL'S REQUIRED <br />HEIGHT, LOADING, AND DEFLECTION. IT MUST ALSO <br />INCLUDE PRICE COMPARISON INFORMATION. <br />RE: WALL TYPE DETAILS ON THIS SHEET. <br />CEILING PLAN GENERAL NOTES: <br />1. ALL NEW CEILINGS SHALL BE 2' X 4' ACT <br />AT 10'-W AFF WITH NO INSULATION. <br />2. ALL EXISTING EXTERIOR LIGHTS SHALL REMAIN. <br />NO NEW EXTERIOR LIGHTS ARE BEING ADDED. <br />3. REFER TO E101 FOR COMPLETE INFORMATION <br />FOR ALL LIGHT FIXTURES. <br />4. REFER TO M101 FOR COMPLETE <br />INFORMATION FOR THE HVAC SYSTEM. <br />5. THE LOCATIONS OF THE FIRE SPRINKLER HEADS <br />SHALL BE DETERMINED BY THE FIRE SPRINKLER <br />SUBCONTRACTOR'S SPECIALTY ENGINEER DURING <br />THE DESIGN OF HIS / HER SHOP DRAWINGS. THE <br />CONTRACTOR SHALL COORDINATE THE HEAD <br />LOCATIONS WITH ALL OTHER DISCIPLINES TO <br />AVOID ANY CONFLICTS. <br />SECTION <br />EXISTING MASONRY <br />WALL TO REMAIN AcE <br />EXISTING COREFILL <br />FOAM INSULATION T <br />REMAIN AS IS <br />EXISTING EXTERI( <br />FINISHES TO REM <br />AS THEY ARE <br />EXISTING EXTERI( <br />SIDEWALKS AND <br />ADJACENT LANDS <br />AREAS TO REMAII <br />AS THEY ARE <br />I:II,l►LTA Ia'►'1 <br />SECTION <br />FIRE RATING REQUIREMENTS <br />FBC TABLES 601 & 602 - FIRE RATING REQUIREMENTS <br />FOR CONSTRUCTION TYPE II-B <br />ELEMENT REQUIRED FIRE RATING <br />STRUCTURAL FRAME <br />0 HR <br />LOAD BEARING EXTERIOR WALLS <br />2 HR <br />(F.S.D. < 5') <br />LOAD BEARING EXTERIOR WALLS <br />1 HR <br />PROVIDED AS <br />(F.S.D. BETWEEN 5' & 10') <br />PART OF SHELL <br />LOAD BEARING EXTERIOR WALLS <br />0 HR <br />(F.S.D. > 10') <br />ROOF CONSTRUCTION <br />0 HR <br />FLOOR CONSTRUCTION <br />0 HR <br />NON BEARING INTERIOR WALLS <br />0 HR <br />F.S.D. IS FIRE SEPARATION DISTANCE <br />FBC 708 - OTHER FIRE RATING REQUIREMENTS <br />TENANTS SHALL BE SEPARATED BY A MIN 1 HR FIRE BARRIER <br />FBC 803 - CLASSIFICATION OF INTERIOR FINISHES <br />FBC 803.1 - FLAMESPREAD <br />A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 <br />CLASSIFICATIONS <br />B-FLAMESPREAD 26-75, SMOKE DEV. OA50 <br />C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 <br />TABLE 803.5 - REQUIRED <br />EXIT PASSAGEWAYS - CLASS B <br />FLAMESPREAD FOR MERCANTILE <br />EXIT ACCESS CORRIDORS - CLASS C <br />OCCUPANCY (SPRINKLERED) <br />ROOMS & OTHER SPACES - CLASS C <br />FIRE PROTECTION SYSTEMS, FBC 900 <br />FBC 903 - SPRINKLERS <br />DESIGN STANDARD NFPA 13 AS <br />MODIFIED BY NFPA 231 & NFPA 231C <br />FBC 903.2.6 - GROUP M REQUIREMENTS <br />FIRE SPRINKLERS REQUIRED IN GROUP <br />M WHEN GROSS AREA > 12,000 SF <br />(PROVIDED) <br />FBC 906 - PORTABLE FIRE EXTINGUISHERS <br />EACH TENANT SPACE IS PROVIDED WITH <br />A PORTABLE FIRE EXTINGUISHER <br />FBC 907.2.7 - FIRE ALARMS <br />FIRE ALARMS REQUIRED IN GROUP M <br />WHEN OCCUPANT LOAD > 500 <br />(PROVIDED) <br />Existing Masonry Wall <br />EXISTING MAS Y WALL WITH FRAM G AND <br />SHEATHING ADDED TO THE INTERIOR SIDE. <br />TO BE USED ALONG THE REAR WALL INSIDE OF THE RESTROOM <br />SCALE: 1 1/2" =1'-0' <br />1/2' GYP BOARD BOTH <br />SIDES OF FRAMING. <br />FRAMING, SHEATF""" <br />& INSULATION TO <br />TERMINATE 6' ABI <br />CEILING. <br />PLAN VIEW <br />New 6" Metal Stud Wall <br />NO FIRE RATING <br />TO BE USED FOR RESTROOM WET WALL. <br />SCALE: 1 1/2" =1'-0' <br />1 1/2" RIGID <br />INSULATION <br />FURRING, SHEATHING, <br />& INSULATION TO RUN <br />FROM FLOOR SLAB <br />TO 6' ABOVE CEILING <br />SUSPENDED CEILING <br />RE: CEILING PLAN <br />1/2" GYP BOARD OVER <br />1 1/2" Z-FURRING <br />CHANNELS @ 24" OC <br />MAX SPACING <br />6' VINYL BASE ON INSIDE <br />OF BATHROOM ONLY <br />NEW CONCRETE <br />FLOOR SLAB IN <br />AREA OF EXISTING <br />SLAB LEAVE OUT <br />CONTINUOUS STUD AT <br />TOP OF WALL <br />MTL STUD FRAMING <br />6005125-43 @ 24' OC <br />LAY -IN CEILING, RE: RCP <br />R-19 SOUND BATTS <br />CONTINUOUS STUD TRACK <br />600TI25-43 <br />6' VINYL BASE ON INSIDE <br />OF BATHROOM ONLY <br />CONCRETE <br />FLOOR SLAB <br />SECTION <br />THIS BUILDING HAS A FULL FIRE SPRINKLER SYSTEM. THE CONTRACTOR SHALL <br />PREPARE SHOP DRAWINGS FOR REVISIONS TO THE SYSTEM AS NEEDED FOR THE <br />BUILDOUT OF THE SPACE. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED <br />SHOP DRAWINGS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING. <br />THIS BUILDING HAS A FULL FIRE ALARM SYSTEM. THE CONTRACTOR SHALL <br />PREPARE SHOP DRAWINGS FOR REVISIONS TO THE SYSTEM AS NEEDED FOR THE <br />BUILDOUT OF THE SPACE. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED <br />SHOP DRAWINGS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING. <br />MEANS OF EGRESS, FBC 1000 <br />OCCUPANCY CLASSIFICATION MERCANTILE (SPRINKLERED) <br />FLOOR AREAS AT GRADE <br />FBC 1004.1.1- OCCUPANT LOAD 1 PERSON / 30 SF (GROSS) <br />FBC 1005.1- EGRESS WIDTH / PERSON 0.2" / PERSON <br />FBC 1008.1.1 - MIN. CLEAR DOOR OPENING 32" MIN <br />FBC 1016.1- MAX. TRAVEL DISTANCE 250' MAX <br />FBC 1019.1- MIN. NUMBER OF EXITS 2 WHEN OCCUPANT LOAD 1-500 <br />EGRESS WIDTH # OF EXITS <br />TENANT GROUP SIZE (SF) OCCURLOAD (REQ'D / PROV'D) (REQ'D / PROV'D) <br />D2 M 1,400 1/30 47 9.4" / 66" 2/2 <br />FBC PLUMBING 403 - MINIMUM FACILITIES <br />OCCUPANCY - MERCANTILE (1 PERSON PER 30 SF GROSS) <br />PFBC TABLE 403.1- # OF FIXTURES REQUIRED PER PERSON <br />MEN'S WATER CLOSETS 1 / 500 BATHTUB / SHOWER NOT REQUIRED <br />WOMEN'S WATER CLOSETS 1 / 500 DRINKING FOUNTAINS 1 11,000 <br />LAVATORIES 1 / 750 SERVICE SINK NOT REQUIRED <br />PFBC 403.2.4 - SEPARATE FACILITIES NOT REQUIRED IN GROUP M WHEN <br />FLOOR AREA < 3000 SQ. FT. <br />SPACE SIZE (SF) LOAD FIXTURES (REQUIRED I PROVIDED) <br />WC LAV DF <br />D2 1,400 47 1/ 1 1/ 1 1/2 <br />1/2' GYP BOARD BOTH <br />SIDES OF FRAMING. <br />FRAMING, SHEATF""" <br />& INSULATION TO <br />TERMINATE 6" ABI <br />CEILING. <br />PLAN VIEW <br />New 3 5/8" Metal Stud Wall <br />NO FIRE RATING <br />TO BE USED FOR THE RESTROOM NON -WET WALLS <br />SCALE: 1 1/2" =1'-0" <br />CONTINUOUS STUD AT <br />TOP OF WALL <br />MTL STUD FRAMING <br />362SI25-43 @ 24" OC <br />LAY -IN CEILING, RE: RCP <br />R-11 SOUND BATTS <br />CONTINUOUS STUD TRACK <br />362T125-43 <br />6" VINYL BASE ON INSIDE <br />OF BATHROOM ONLY <br />CONCRETE <br />FLOOR SLAB <br />O <br />0 <br />w <br />CU�� <br />UaCf, <br />^, c+) <br />•WQIJi <br />w <br />E '§ <br />Z <br />•L N� <br />aM � <br />W <br />U <br />Cn <br />0 <br />E <br />E <br />0 <br />U <br />a = <br />0- <br />0 <br />N o <br />CU <br />J Q <br />�m p .. <br />Z <br />io O <br />♦�//�wow <br />vJQJJ <br />ICU < Ca <br />w <br />Z <br />•EQ�= <br />w <br />C\\azcc <br />/H�N <br />cr <br />a <br />r <br />w <br />a <br />0 <br />w <br />J <br />W <br />N <br />at <br />Z <br />N <br />U <br />0: <br />w m <br />N <br />Z <br />N <br />LU <br />Cn <br />_ <br />Q <br />a <br />o <br />o <br />U <br />Al 01 <br />