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<br />C-2
<br />C-3
<br />C-4
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<br />LEFT RIGHT
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<br />FRONT
<br />C-D C-C.1 C-C
<br />Retail C Life Safety Plan
<br />Scale 1/8"=V-0"
<br />------ Y_7 — — — -
<br />I I I I I I I
<br />C-B.8 C-B.7 C-B.6 C-13.5
<br />C-B.3 C-B.2 C-B C-A.9
<br />I
<br />w
<br />Code Information
<br />CITY OF ZEPHYRHILLS THREE (3) SIGNED & SEALED
<br />5335 8TH ST SETS FOR PERMIT SUBMISSION
<br />ZEPHYRHILLS, FLORIDA33542
<br />(813) 780-0020 - PHONE
<br />(813) 780-0021 - FAX
<br />BUILDING: FLORIDA BUILDING CODE, BUILDING - 2004 W12006 SUPPLEMENTALS]
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2004 W/ 2006 SUPPLEMENTALS
<br />CHAPTER 36 - (NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS)
<br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2004 W/ 2006 SUPPLEMENTALS
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2004 WI 2006 SUPPLEMENTALS
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS
<br />CHAPTER 27 - (NFPA 70, NATIONAL ELECTRIC CODE)
<br />FUEUGAS: FLORIDA BUILDING CODE, FUEUGAS - 2004 W/2006 SUPPLEMENTALS
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2004 W/ 2006 SUPPLEMENTALS
<br />CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION).
<br />ENERGY: FLORIDA BUILDING CODE, BUILDING - 2004 W/2006 SUPPLEMENTALS
<br />CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION).
<br />BUILDING AND CONSTRUCTION DATA
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUPS M - MERCANTILE
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, NEW CONSTRUCTION,
<br />SPRINKLERED
<br />MAXIMUM HEIGHT AND AREA (FBC TABLE 503) HEIGHT - 55'-0" AREA -12,500 SF*
<br />TORY)
<br />�!=A
<br />— C-0.5
<br />*THE PUBLIX AND ADJACENT RETAIL BUILDINGS ARE
<br />CLASSIFIED AS UNLIMITED AREA AS ALLOWED BY FBC 507
<br />FIRE RATING REQUIREMENTS
<br />FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE II-B (FBC 601 & 602)
<br />ELEMENT REQUIRED FIRE RATING
<br />STRUCTURAL FRAME 0 HR
<br />EXTERIOR BEARING WALLS 0 HR
<br />C-0.9
<br />AC-1 EXTERIOR NON BEARING WALLS 0 HR
<br />FLOOR CONSTRUCTION 0 HR
<br />ROOF CONSTRUCTION 0 HR
<br />WALLS W/ FIRE SEPARATION 2 HR
<br />DISTANCE < 5'
<br />WALLS W/ FIRE SEPARTION 1 HR
<br />DISTANCE BETWEEN 5' & 10'
<br />INTERIOR FINISHES, FBC 803 INTERIOR FINISHES SHALL BE PROVIDED AS PART
<br />OF THE FUTURE TENANT INTERIOR BUILD OUT
<br />FIRE PROTECTION SYSTEMS, FBC 900
<br />SPRINKLERS, FBC 903 DESIGN STANDARD NFPA 13 AS
<br />MODIFIED BY NFPA231, NFPA231C
<br />OCCUPANCY REQUIREMENTS FBC 903.2.5 FIRE SPRINKLERS REQUIRED IN GROUP M
<br />C-1.6
<br />WHEN GROSS AREA > 12,000 SQ. FT.
<br />(REQUIRED)
<br />FIRE ALARMS, FBC 907.2.7 FIRE ALARMS REQUIRED IN GROUP M
<br />WHEN OCCUPANT LOAD > 500
<br />(REQUIRED)
<br />IN ORDER TO QUALIFY FOR THE UNLIMITED AREA ALLOWANCE, THIS BUILDING SHALL HAVE A FULL
<br />FIRE SPRINKLER SYSTEM. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR THE DESIGN
<br />AND CONSTRUCTION OF THE FIRE SPRINKLER SYSTEM. THE CONTRACTOR SHALL SUBMIT SIGNED
<br />AND SEALED SHOP DRAWINGS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING.
<br />BY CODE, THIS BUILDING IS REQUIRED TO HAVE FULL FIRE ALARM SYSTEM. THE CONTRACTOR
<br />SHALL PREPARE DRAWINGS FOR DESIGN AND CONSTRUCTION OF THE SYSTEM. THE
<br />— C-2
<br />CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO THE LOCAL JURISDICTION
<br />AS REQUIRED FOR PERMITTING.
<br />MEANS OF EGRESS, FBC 1000
<br />OCCUPANCY MERCANTILE (GRADE FLOOR AREAS)
<br />OCCUPANT LOAD, FBC TABLE 1004.1.2 1 PERSON / 30 SF (GROSS)
<br />MAX. TRAVEL DISTANCE (SPRINKLERED) 250 FT. MAX.
<br />EGRESS WIDTH/PERSON SERVED 0.2% LEVEL
<br />MINIMUM CLEAR OPENING DOORS 32"
<br />MINIMUM NUMBER OF EXITS, FBC 1018.1 2 WHEN OCCUPANT LOAD 1-500
<br />3 WHEN OCCUPANT LOAD 501-1,000
<br />I I I
<br />I
<br />T-D T-C T-B T-A
<br />C-A
<br />C-3
<br />OC-4
<br />rAv
<br />'- v v v v v v v v v v 06RE-S"S VV-bTH" '/ OrEXI I'S
<br />GROUP
<br />SIZE
<br />OCCUPANCY
<br />LOAD (REQ'D / PROVD) (REQ'D / PROV'D)
<br />B
<br />1,400 SF
<br />1 / 100 (GROSS)
<br />14
<br />S
<br />1,800 SF
<br />1 / 300 (GROSS)
<br />6
<br />M
<br />15,175 SF
<br />1 / 30 (GROSS)
<br />506
<br />TOTAL
<br />18,375 SF
<br />526 106" / 136" 3/3
<br />PLUMBING, MINIMUM FACILITIES, PFBC, PLUMBING, TABLE 403.1. ALL PLUMBING FIXTURES WILL
<br />BE PROVIDED AS PART OF THE FUTURE TENANT INTERIOR BUILD OUT
<br />BLOCKING IN WALL
<br />AS REQUIRED
<br />WALL MOUNTED
<br />FIRE EXTINGUISHER,
<br />POTTER ROEMER
<br />(2A10BV) MODEL #
<br />3005 W/ 3903
<br />MOUNTING
<br />BRACKET
<br />SEE FLOOR PLAN
<br />FOR LOCATION
<br />SHOWN AS (F.E,I
<br />FIN. FLOOR
<br />2 Fire ExtinCuisher Detail
<br />Legend
<br />SYMBOL
<br />DESCRIPTION
<br />EMERGENCY LIGHT,
<br />RE: ELECTRICAL DWGS
<br />EXIT LIGHT,
<br />RE: ELECTRICAL DWGS
<br />00 —
<br />2-HR RATED WALL
<br />0
<br />1-HR RATED WALL
<br />--
<br />EGRESS PATH
<br />FE
<br />FIRE EXTINGUISHER,
<br />WALL MOUNTED (F.E.)
<br />RE: NFPA
<br />65'
<br />32"
<br />160
<br />EGRESS DISTANCE (FEET)
<br />EGRESS WIDTH (INCHES)
<br />EGRESS CAPACITY (PEOPLE)
<br />UL System No W-J-1055
<br />THROUGH NETRATION FIRESTOP SYSTEM - NOT TO SCALE
<br />DECEMBER 02, 1997
<br />F RATING - 2 HR
<br />T RATING - 0 HR
<br />I SECTION A -A
<br />1. WALL ASSEMBLY MIN" THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF)
<br />CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*,
<br />MAX DIAM OF OPENING IS 26".
<br />SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR
<br />2. MANUFACTURER NAMES.
<br />THROUGH PENETRANT ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CON-
<br />CENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN
<br />PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 0" (POINT CONTACT) TO MAX
<br />1-3/4" PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.
<br />THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUIT OR TUBING MAY BE USED:
<br />A. STEEL PIPE NOM 24" DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
<br />B. IRON PIPE NOM 24" DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
<br />C. CONDUIT NOM 4" DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6" DIAM
<br />(OR SMALLER) STEEL CONDUIT OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT.
<br />D. COPPER TUBING NOM 6" DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
<br />3. E. COPPER PIPE NOM 6" DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
<br />FILL, VOID OR CAVITY MATERIAL* - SEALANT MIN 518 " THICKNESS OF FILL MATERIAL APPLIED
<br />WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION
<br />BETWEEN THROUGH PENETRANT AND CONCRETE, A MIN 318 " DIAM BEAD OF FILL MATERIAL
<br />SHALL BE APPLIED AT THE CONCR. / THRU PENETRANT INTERFACE ON BOTH WALL SURFACES.
<br />SPECIFIED TECHNOLOGIES INC - SPECSEAL 100, 101, 102 OR 105 SEALANT
<br />*BEARING THE UL CLASSIFICATION MARKING
<br />UL System WW-S-0035
<br />for Expansion Joints
<br />THIS DETAIL IS FOR ANY EXPANSION JOINTS IN FIRE RATED MASONRY WALLS
<br />ASSEMBLY RATING - 2 HR; JOINT WIDTH -1" MAX; NOT TO SCALE
<br />1; WALL ASSEMBLY - MIN 71/2" THICK UL CLASSIFIED CONCRETE BLOCKS*
<br />OR MIN 7 112"THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150
<br />PCF) STRUCTURAL CONCRETE
<br />SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE
<br />DIRECTORY FOR NAMES OF MANUFACTURERS
<br />2. JOINT SYSTEM - MAX WIDTH OF JOINT IS 1". THE JOINT SYSTEM SHALL
<br />CONSIST OF THE FOLLOWING:
<br />A. FORMING MATERIAL - NOM 1 1/4" DIAMETER POLYETHYLENE BACKER
<br />ROD COMPRESSED AND INSTALLED INTO JOINT. PACKING MATERIAL
<br />TO BE RECESSED FROM EACH SURFACE OF WALL AS REQUIRED TO
<br />ACCOMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.
<br />B. FILL, VOID OR CAVITY MATERIAL* - MIN 1l2" THICKNESS OF FILL
<br />MATERIAL APPLIED WITHIN THE JOINT, FLUSH WITH BOTH SURFACES
<br />OF WALL.
<br />MINNESOTA MINING & MFG CO - FD 150+
<br />*BEARING THE UL CLASSIFICATION MARK
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