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THE PORTION OF THE EXISTING REAR CMU WALL THAT
<br />SEPARATES THE FIRE RISER ROOM FROM THE INTERIOR
<br />OF THE SPACE HAS A 2 HR FIRE RATING. ALL WORK
<br />RELATED TO THIS PORTION OF THE REAR WALL SHALL
<br />BE PERFORMED SO AS TO MAINTAIN THE WALL'S EXISTING
<br />FIRE RATING. —\
<br />EXISTING
<br />FIRE RISER
<br />ROOM
<br />EXISTING 36" REAR —
<br />DOOR (33' CLEAR
<br />WHEN DOOR IS OPEN)
<br />EGRESS CAPACITY
<br />=165 PEOPLE
<br />EXISTING
<br />DOWNSPOUT
<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 3' X T HM
<br />DOOR (TYPE B) TO
<br />REMAIN AS IS
<br />EXISTING REAR —
<br />CONCR. SIDEWALK
<br />TO REMAIN AS IS
<br />TENANT DEMISING WALL EMERGENCY LIGHT EXIT LIGHT
<br />MIN 1 HR FIRE RATING
<br />RE: UL DETAILS, U419
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<br />PATH OF EGRESS
<br />MAX EXIT DISTANCE = 35' — �
<br />o�
<br />.�
<br />' aoso r
<br />EXIT LIGHT Woo
<br />0000
<br />FIRE EXTINGUISHER EMERGENCY LIGHT TENANT DEMISING WALL
<br />MIN 1 HR FIRE RATING
<br />RE: UL DETAILS, U419
<br />1200 SF MERCANTILE SPACE I I I
<br />n
<br />OCCUPANT LOAD = 40 PEOPLE
<br />�I
<br />i
<br />� V-
<br />I B-H + B-G\+ I B-D 4 B-C i
<br />N Life Safety Plan
<br />SCALE: 1/8" =1'-0"
<br />60'-0" LEASABLE
<br />OUTSIDE FACE OF WALL TO OUTSIDE FACE OF WALL
<br />58'-9%" INTERIOR CLEAR
<br />INSIDE FACE OF FRONT WALL FINISH TO INSIDE FACE OF REAR CMU
<br />(OUTSIDE OF RESTRWM)
<br />EXISTING TX 7'
<br />NEW RESTROOM
<br />NEW 6" DEMISING
<br />HM DOOR
<br />REFER TO GENERAL
<br />WALL. RE: GENERAL
<br />(TYPE B) TO
<br />NOTE # 3 & 4
<br />NOTE 1
<br />REMAIN AS IS
<br />B
<br />I
<br />A C
<br />I
<br />D l HOLLOW CORE DOOR.
<br />(TYPE C) RE: GENERAL
<br />NOTE 5 & Al02
<br />I
<br />I
<br />EDGE OF EXISTING
<br />M I SLAB LEAVE OUT
<br />I
<br />FILL IN EXISTING SLAB LEAVE
<br />OUT IN REAR OF SPACE
<br />I
<br />NO FINISHES ADDED TO THE EXISTING
<br />REAR WALL OUTSIDE OF THE RESTROOM
<br />AREA OF EXISTING SLAB
<br />LEAVE OUT TO REMAIN
<br />!
<br />!
<br />!
<br />+B-Hi
<br />N 2 Floor Plan
<br />SCALE: 1/8" =1'-0"
<br />EXISTING RAIN
<br />HOODS OVER REAR
<br />DOORS TO REMAIN
<br />AS THEYARE
<br />C
<br />NEW EXIT LIGHT
<br />FIXTURE. RE: E101
<br />EXISTING SCONCE
<br />LIGHT FIXTURE
<br />TO REMAIN AS IS
<br />NEW EXHAUST EXISTING 4 TON RTU ABOVE -
<br />FAN. RE: M101 TO BE WIRED AND DUCTED.
<br />RE: MECH & ELEC PLANS
<br />NEW 2' X 4' ACOUSTICAL TILE
<br />CEILINGS MOUNTED AT 10'-0"
<br />ABOVE FLOORS IN RESTROOM
<br />AND IN MAIN ROOM
<br />I
<br />I
<br />I
<br />II
<br />+ B-H i
<br />N 3 Reflected Ceiling Plan
<br />SCALE: 1/8 =1-0
<br />I
<br />I
<br />I
<br />I
<br />+ B-G +
<br />NEW SUPPLYAIR
<br />DIFFUSER. RE: M101
<br />Code Information
<br />JURISDICTION AUTHORITY
<br />CITY OF ZEPHYRHILLS 3 SIGNED & SEALED SETS FOR PERMIT
<br />5335 8TH STREET (813) 780-0020 - PHONE
<br />ZEPHYRHILLS, FL 33542 (813) 780-0021- FAX
<br />iADOPTED CODES:
<br />1 '1 ALL PENETRATIONS IN FIRE RATED BUILDING: FLORIDA BUILDING CODE, BUILDING 2007 (W/ 2009 AMENDMENTS)
<br />ud ik k 11 WALL H S SHALL BE SEALED SO AS FIRE: FLORIDA FIRE PREVENTION CODE - 2007 (W/ 2009 AMENDMENTS)
<br />TO MAINTAIN THE MIN. REQUIRED (CHAPTER 36 - NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS)
<br />FIRE RATING. RE: UL DETAILS PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 (W/ 2009 AMENDMENTS)
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2007 / 2009AMENDMENTS)
<br />IIIIIIIII...... 11,
<br />- B �� ELECTRICAL: FLORIDA BUILDING CODE BUILDING - 2007 / 2009 AMENDMENTS
<br />.
<br />(CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE) )
<br />THE EXISTING DOOR HARDWARE
<br />FUEUGAS: FLORIDA BUILDING CODE F UGAS 2007 W/ 2009 AMENDMENTS)
<br />)
<br />ON THE EXISTING FRONT AND REAR
<br />ACCESSIBILITY: FLORIDA BUILDINGDE BUILDING - 2 7 CO 00 / 2009 AMENDMENTS
<br />DOORS MEETS ADA REQUIREMENTS (CHAPTER 11 - FLORIDAACCESSIBILITY CODE FOR BUILDING CONSTRUCTION).
<br />ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS)
<br />(CHAPTER 13 - FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION).
<br />EXISTING 36" FRONT DOOR
<br />(33" CLEAR WHEN DOOR IS OPEN)
<br />EGRESS CAPACITY =165 PEOPLE BUILDING AND CONSTRUCTION DATA
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUP M - MERCANTILE
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, FULLY SPRINKLERED
<br />EXISTING FRONT FRAMED WALL
<br />HAS A 1 HOUR FIRE RATING. ALL
<br />!! i,li;! WORK RELATED TO THE FRONT MAXIMUM HEIGHT AND AREA (FBC TABLE 503
<br />I!i!i!IIIi; (sill.; WALL SHALL BE PERFORMED SO ( )
<br />— - - - - B-12 i AS TO MAINTAIN THE WALLS
<br />HEIGHT 55'-0" FOUR STORIES
<br />(Iiillll;'!,p ,�NIiIIII�!ul; ` EXISTING FIRE RATING. ACTUAL HEIGHT 38'-6" -ONE STORY
<br />�I'I'iri
<br />,'I! ! MAXIMUM AREA 50,000 SF'
<br />ACTUALAREAS 15,137 SF
<br />��Iplyli� '4�
<br />THE MAXIMUM AREAALLOWED BY TABLE 503 HAS BEEN INCREASED
<br />'iPh!I FROM 12,500 SF TO 50,000 SF AS ALLOWED BY FBC 506.1 & 506.3
<br />FLOOR PLAN GENERAL NOTES:
<br />1. NEW 6" DEMISING WALLS SHALL HAVE 5/8" SHEATHING BOTH SIDES
<br />AND R19 BATT INSULATION. FRAMING, SHEATHING, AND INSULATION
<br />SHALL EXTEND TO THE UNDERSIDE OF THE ROOF DECKABOVE. NEW
<br />6" DEMISING WALLS SHALL PROVIDE A MIN. 1 HOUR FIRE RATING.
<br />SHEATHING SHALL BE PAINT READY.
<br />2. EXISTING STRUCTURAL COMPONENTS OF REAR CMU WALL TO REMAIN
<br />AS IS. ON THE INTERIOR SIDE OF THE WALL, INSIDE THE RESTROOM
<br />ONLY, 1/2" MOISTURE RESISTANT GYP BOARD SHALL BE ADDED OVER
<br />1.5" FURRING STRIPS @ 24" OC AND 1.5" RIGID INSULATION. FURRING,
<br />GYP BOARD, AND INSULATION SHALL TERMINATE 10'4" AFF. THE GYP
<br />BOARD SHALL RECEIVE ENAMEL PAINT. THE REST OF THE REAR CMU
<br />WALL SHALL REMAIN UNPAINTED WITH NO FINISH ADDED.
<br />3. NEW RESTROOM WALLS SHALL BE EITHER 6' OR 3-5/8" FRAMING AS
<br />SHOWN. 6" WALLS SHALL RECEIVE R19 BATT INSULATION. 3-518"
<br />WALLS SHALL RECEIVE R11 BATT INSULATION. ALL WALLS SHALL
<br />HAVE 1/2" PAINT READY GYP BOARD ON THE OUTSIDE. ALL WALLS
<br />SHALL HAVE 1/2" MOISTURE RESISTANT GYP BOARD WITH ENAMEL
<br />PAINT ON THE INSIDE. ALL FRAMING, SHEATHING, AND INSULATION
<br />SHALLTERMINATE 10'-6"AFF. THE RESTROOM SHALL HAVE VCT
<br />FLOORING AND A 6" VINYL BASE ON THE INSIDE OF ALL WALLS.
<br />4. BATHROOM ACCESSORIES SHALL INCLUDE TOILET PAPER DISPENSER,
<br />PAPER TOWEL DISPENSER, SOAP DISPENSER, MIRROR, AND GRAB
<br />BARS AS REQUIRED BY CODE. ALL ACCESSORIES SHALL BE ADA
<br />COMPLIANTAND SHALL BE STAINLESS STEEL.
<br />5. BATHROOM DOOR SHALL BE A 1-3/4" X 36" X 80" PRE -HUNG HOLLOW
<br />CORE DOOR. THE EXTERIOR SHALL BE PAINT READY THE INTERIOR
<br />SHALL RECEIVE ENAMEL PAINT. THE HARDWARE SET SHALL INCLUDE 3
<br />HINGES, 3 SILENCERS,1 WALL STOP,1 CLOSER, AND 1 "PRIVACY LOCK"
<br />LOCKSET THE DOOR SHALLALSO RECEIVE ADAACCESSIBLE SIGNAGE
<br />AS REQUIRED BY CODE.
<br />6. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.
<br />7. COLORS FOR ALL PAINT, ACT, VCT & VINYL BASE SHALL BE SELECTED
<br />BY THE OWNER FROM SAMPLES PROVIDED BY THE CONTRACTOR.
<br />CEILING PLAN GENERAL NOTES:
<br />1. ALL NEW CEILINGS SHALL BE 2' X 4' ACT MOUNTED
<br />AT 10'-0" AFF WITH NO INSULATION.
<br />2. ON THE FRONT OF THE BUILDING, THE EXISTING
<br />DECORATIVE SCONCE FIXTURES SHALL REMAIN WIRED
<br />AS IS TO THE EXISTING HOUSE PANEL.
<br />3. EXISTING REAR WALL MOUNTED LIGHT SHALL BE WIRED
<br />TO THE NEW TENANT PANEL VIAA NEW LIGHT SWITCH.
<br />4. ALL NEW EXIT LIGHTS, EMERGENCY LIGHTS, AND 2 X 4
<br />FLUORESCENT LIGHTS SHALL BE WIRED TO THE NEW
<br />TENANT PANEL.
<br />5. THE 4 TON RTU IS EXISTING AND SHALL REMAIN. ALL NEW
<br />SUPPLY DIFFUSERS, RETURN GRILLES, AND EXHAUST FANS
<br />SHALL BE TIED INTO THE EXISTING RTU VIA NEW DUCTWORK.
<br />6. THE EXISTING RTU AND THE NEW EXHAUST FAN SHALL
<br />BE WIRED TO THE NEW TENANT PANEL.
<br />7. THE LOCATIONS OF THE FIRE SPRINKLER HEADS SHALL BE
<br />DETERMINED BY THE FIRE SPRINKLER SUBCONTRACTOR'S
<br />SPECIALTY ENGINEER DURING THE DESIGN OF HIS / HER
<br />SHOP DRAWINGS. THE CONTRACTOR SHALL COORDINATE
<br />THE HEAD LOCATIONS WITH ALL OTHER DISCIPLINES TO
<br />AVOID ANY CONFLICTS.
<br />SECTION
<br />EXISTING MASONRY
<br />WALL TO REMAIN AS
<br />EXISTING COREFILL
<br />FOAM INSULATION T,
<br />REMAIN AS IS
<br />EXISTING EXTERI(
<br />FINISHES TO REM,
<br />AS THEYARE
<br />EXISTING EXTERI(
<br />SIDEWALKS AND
<br />ADJACENT LANDS
<br />AREAS TO REMAII
<br />AS THEYARE
<br />PLAN VIEW
<br />SECTION
<br />FIRE RATING REQUIREMENTS
<br />FBC TABLES 601 & 602 - FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE II-B
<br />ELEMENT
<br />REQUIRED FIRE RATING
<br />STRUCTURALFRAME
<br />0HR
<br />LOAD BEARING EXTERIOR WALLS
<br />2 HR
<br />(F.S.D. < 6)
<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 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. 0-450
<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 231 C
<br />FBC 903.2.6 - GROUP M REQUIREMENTS
<br />FIRE SPRINKLERS REQUIRED IN GROUP
<br />M WHEN GROSS AREA > 12,000 SF
<br />(REQUIRED, 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 />(REQUIRED, PROVIDED)
<br />Existing Masonry Wall
<br />EXISTING MASO 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, SHEATI
<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 />600S125-43 @ 24' OC
<br />LAY -IN CEILING, RE: RCP
<br />R-19 SOUND BATTS
<br />CONTINUOUS STUD TRACK
<br />60OT125-43
<br />6" VINYL BASE ON INSIDE
<br />OF BATHROOM ONLY
<br />EXISTING CONCRETE
<br />FLOOR SLAB TO
<br />REMAIN AS IS
<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 .2 0 / PERSON
<br />FBC 1008.1.1-MIN. CLEAR DOOR OPENING 2 MIN
<br />0 G 3
<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) OCCUR LOAD (REQ'D / PROV'D) (REQ'D / PROV'D)
<br />B8 M 1,200 1/30 40 8.0" / 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 / 1,000
<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 />B8 1,200 40 1/ 1 1/ 1 1/2
<br />I
<br />5/8" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEATHING,
<br />& INSULATION TO
<br />TERMINATE AT UNDERSIDE
<br />OF ROOF STRUCTURE ABOVE. T�
<br />WALL CONSTRUCTION SHALL
<br />BE CONSISTENT WITH UL
<br />DETAILS U419, HW-S-0001, &
<br />W-L-1001 TO PROVIDE A MIN.
<br />1 HOUR FIRE RATING.
<br />lull-_.
<br />PLAN VIEW
<br />New 6" Metal Stud Wall
<br />1 HOUR FIRE RATING
<br />TO BE USED FOR BOTH TENANT DEMISING WALLS
<br />SCALE: 1 1/2" = 1'-0'
<br />SECTION
<br />1/2" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEATh"""
<br />& INSULATION TO
<br />TERMINATE 6"AB(
<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 />EXISTING ROOF DECK
<br />CONTINUOUS STUD AT
<br />TOP OF WALL
<br />MTL STUD FRAMING
<br />600S125-43 @ 24" OC
<br />R-19 SOUND BATTS
<br />CONTINUOUS STUD
<br />TRACK 60OT12543
<br />6" VINYL BASE ON INSIDE
<br />OF BATHROOM ONLY
<br />EXISTING CONCRETE
<br />FLOOR SLAB TO
<br />REMAIN AS IS
<br />CONTINUOUS STUD AT
<br />TOP OF WALL
<br />MTL STUD FRAMING
<br />362S125-43 @ 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 />EXISTING CONCRETE
<br />FLOOR SLAB TO
<br />REMAIN AS IS
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