THE PORTION OF THE EXISTING REAR CMU WALL THAT THE EXISTING SIDE CMU WALL HAS A 2 HR FIRE RATING. �1
<br />` D-F SEPARATES THE FIRE RISER ROOM FROM THE INTERIOR D-D ALL WORK SHALL BE PERFORMED SO AS TO MAINTAIN D-C y D-B
<br />\ OF THE SPACE HAS A 2 HR FIRE RATING. ALL WORK RELATED \ THE WALL'S EXISTING FIRE RATING. -T'
<br />TO THIS PORTION OF THE REAR WALL SHALL BE PERFORMED
<br />SO AS TO MAINTAIN THE WALL'S EXISTING FIRE RATING. \
<br />=00-00-00°00-00-00-00-00-00e00-00-0 -o0-00-00e00-00e00-00-00-00-00-00-00-00-00-00-00-00e00-00-00-00-00-00-00-00-00-00-00-00-00m00-00-00-00-00-00-00-00-00-00-00-00.00-00-00-00-00-
<br />0
<br />0 \
<br />0
<br />0 EMERGENCY LIGHT
<br />0 \
<br />I `
<br />i �
<br />o \
<br />FIRE ITRISER EXIT LIGHT
<br />ROOM ®� \ EXIT LIGHT
<br />EXISTING 36" REAR
<br />DOOR (33" CLEAR PATH OF EGRESS �.
<br />WHEN DOOR IS OPEN) . MAX EXIT DISTANCE = 75' \
<br />EGRESS CAPACITY \.
<br />=165 PEOPLE
<br />FIRE EXTINGUISHER
<br />\%b
<br />EXIT LIGHT
<br />EMERGENCY LIGHT •
<br />CID �I D `%b
<br />EXISTING TENANT DEMISING WALL HAS A 1 HOUR FIRE
<br />RATING. ALL WORK SHALL BE PERFORMED SO AS TO
<br />MAINTAIN THE WALL'S EXISTING FIRE RATING.
<br />N Life Safety Plan
<br />1 SCALE: 1/8"=1-0"
<br />3,000 SF MERCANTILE SPACE
<br />OCCUPANT LOAD =100 PEOPLE
<br />75'-0" LEASABLE
<br />OUTSIDE FACE OF WALL TO OUTSIDE FACE OF WALL
<br />D-F
<br />D-D
<br />\
<br />73'-93/" INTERIOR CLEAR (OUTSIDE OF RESTROOM)
<br />INSIDE FACE OF FRONT WALL FINISH TO INSIDE FACE OF REAR CMU
<br />EXISTING TX T HM
<br />EXISTING
<br />i
<br />DOOR (TYPE B) TO
<br />DOWNSPOUT
<br />REMAIN AS IS I
<br />TO REMAIN AS IS
<br />A T—
<br />NEW RESTROOM A
<br />A B
<br />REFER TO GENERAL
<br />NOTE#3&4
<br />C
<br />I
<br />EXISTING
<br />I
<br />TELEPHONE
<br />CONDUIT STUB IN
<br />HOLLOW CORE DOOR.
<br />TO REMAIN AS IS
<br />(TYPE C) RE: GENERAL
<br />I
<br />NOTE 5 & Al02
<br />NEW ELEC.
<br />PANEL. RE: E101
<br />I
<br />EDGE OF EXISTING
<br />SLAB LEAVE OUT
<br />EXISTING TX 7' HM
<br />I
<br />DOOR (TYPE B) TO
<br />FILL IN EXISTING SLAB LEAVE
<br />REMAIN AS IS
<br />I
<br />OUT IN REAR OF SPACE
<br />EXISTING
<br />DOWNSPOUT
<br />NO FINISHES ADDED TO THE EXISTING
<br />TO REMAIN AS IS
<br />REAR WALL OUTSIDE OF THE RESTROOM
<br />EXISTING REAR
<br />I
<br />CONCR. SIDEWALK
<br />NO NEW FINISHES ADDED TO THE
<br />TO REMAIN AS IS
<br />I
<br />EXISTING FIRE RATED DEMISING WALL
<br />I
<br />D-F ,
<br />4—
<br />i
<br />EXISTING RAIN
<br />HOODS OVER REAR
<br />DOORS TO REMAIN
<br />AS THEYARE
<br />NEW EXIT LIGHT
<br />FIXTURE. RE: E101
<br />EXISTING SCONCE
<br />LIGHT FIXTURE
<br />TO REMAIN AS IS
<br />�Il
<br />it 11N 2 Floor Plan
<br />SCALE: 1/8" = V-0"
<br />NEW EXHAUST
<br />FAN. RE: M101
<br />u
<br />Ci
<br />1
<br />�1
<br />D-D
<br />T
<br />I
<br />NEW EMERGENCY LIGHT NEW RETURN AIR
<br />FIXTURE. RE: E101 GRILLE. RE: M101\
<br />CONCEAL EXISTING COLUMN
<br />WITH GYP BOARD OVER 1.5"
<br />METAL FURRING
<br />NO NEW FINISHES ADDED TO THE EXISTING FIRE RATED
<br />FRONT EXTERIOR WALL
<br />NEW SUPPLYAIR L NEW 2' X 4' ACOUSTICAL TILE CEILINGS
<br />DIFFUSER. RE: M101 MOUNTED AT 1U-0"ABOVE FLOORS IN
<br />RESTROOM AND IN MAIN ROOM
<br />EXISTING 5 TON RTU ABOVE
<br />TO BE WIRED AND DUCTED.
<br />RE: MECH & ELEC PLANS
<br />0
<br />III
<br />III
<br />EXISTING 5 TON RTU ABOVE
<br />TO BE WIRED AND DUCTED.
<br />RE: MECH & ELEC PLANS
<br />�1
<br />D-A
<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 />� D-8 j
<br />THE EXISTING DOOR HARDWARE
<br />7
<br />ON THE EXISTING FRONTAND REAR
<br />DOORS MEETS ADA REQUIREMENTS
<br />EXISTING 36" FRONT DOOR
<br />(33" CLEAR WHEN DOOR IS OPEN)
<br />EGRESS CAPACITY =165 PEOPLE
<br />EXISTING FRONT FRAMED WALL
<br />HAS A 1 HOUR FIRE RATING. ALL
<br />�1
<br />WORK RELATED TO THE FRONT
<br />O
<br />- D-6
<br />WALL SHALL BE PERFORMED SO
<br />-
<br />AS TO MAINTAIN THE WALL'S
<br />EXISTING FIRE RATING.
<br />�D B
<br />DA1
<br />11
<br />---
<br />--
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<br />EXISTING 36" FRONT DOOR
<br />(33" CLEAR WHEN DOOR IS OPEN)
<br />EGRESS CAPACITY =165 PEOPLE
<br />EXISTING CANOPY
<br />COLUMNS TO REMAIN AS IS
<br />EXISTING 9' HIGH
<br />STOREFRONT SYSTEM
<br />W/ 3' X 7' DOOR (TYPE A)
<br />TO REMAIN AS IS
<br />SOFFIT ABOVE
<br />(SHOWN DASHED)
<br />TO REMAIN AS IS
<br />EXISTING FRONT FRAMED
<br />WALL TO REMAIN AS IS
<br />a;
<br />w
<br />0
<br />-
<br />w
<br />LL
<br />I
<br />EXISTING 9' HIGH
<br />i
<br />STOREFRONT SYSTEM
<br />W/ 3' X 7' DOOR (TYPE A)
<br />-
<br />I
<br />TO REMAIN AS IS
<br />SOFFIT ABOVE
<br />(SHOWN DASHED)
<br />I
<br />I
<br />TO REMAIN AS IS
<br />CONCRETE SIDEWALK
<br />- D-5 TO REMAIN AS IS
<br />-
<br />- —
<br />-
<br />-
<br />LANDSCAPE AREA
<br />TO REMAIN AS IS
<br />,D-CvDB �DAI
<br />i
<br />EXISTING SCONCE
<br />LIGHT FIXTURE
<br />TO REMAIN AS IS
<br />O D-8
<br />rw
<br />EXISTING AWNING
<br />ABOVE STOREFRONT
<br />TO REMAIN AS IS
<br />❑ EXISTING CANOPY
<br />LIGHT FIXTURE
<br />TO REMAIN AS IS
<br />EXISTING CANOPY
<br />ACCESS TO
<br />REMAIN AS
<br />IS
<br />/1
<br />O D-6
<br />1
<br />L
<br />EXISTING SCONCE
<br />LIGHT FIXTURE
<br />TO REMAIN AS IS
<br />NEW EXIT LIGHT
<br />FIXTURE. RE: E101
<br />EXISTING AWNING
<br />ABOVE STOREFRONT
<br />TO REMAIN AS IS
<br />-- — - —- \D51
<br />— EXISTING SCONCE
<br />LIGHT FIXTURE
<br />TO REMAIN AS IS
<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 />ADOPTED CODES:
<br />BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2007 (W/ 2009 AMENDMENTS)
<br />(CHAPTER 36 - NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS)
<br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 (W/ 2009 AMENDMENTS)
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2007 (W/ 2009 AMENDMENTS)
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />(CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE)
<br />FUEUGAS: FLORIDA BUILDING CODE, FUEUGAS - 2007 (W/ 2009 AMENDMENTS)
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS)
<br />(CHAPTER 11 - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION).
<br />ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS)
<br />(CHAPTER 13 - FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION).
<br />BUILDING AND CONSTRUCTION DATA
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUP M - MERCANTILE
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, FULLY SPRINKLERED
<br />MAXIMUM HEIGHTAND 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 />ACTUALAREAS 8,600 SF
<br />FLOOR PLAN GENERAL NOTES:
<br />1. EXISTING DEMISING WALL TO BE LEFT PAINT READY. NO ADDITIONAL
<br />FINISHES SHALL BE ADDED.
<br />2. EXISTING STRUCTURAL COMPONENTS OF CMU WALLS TO REMAIN AS
<br />IS. ADD FINISHES AS SHOWN IN WALL TYPE ATO THE ENTIRE SIDE
<br />WALLAND ON THE REAR WALL INSIDE THE RESTROOM ONLY. OUTSIDE
<br />THE RESTROOM - REGULAR GYP BOARD, PAINT READY. INSIDE THE
<br />RESTROOM - MOISTURE RESISTANT GYP BOARD WITH ENAMEL PAINT.
<br />THE REST OF THE REAR CMU WALL OUTSIDE THE RESTROOM SHALL
<br />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. 3-5/8"
<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 />SHALL TERMINATE 1V-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 BEADA
<br />COMPLIANT AND 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 VERIFYALL DIMENSIONS AND CONDITIONS.
<br />7. COLORS FORALL 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 UNDER
<br />CANOPY LIGHT FIXTURE AND DECORATIVE SCONCE
<br />FIXTURES SHALL REMAIN WIRED AS IS TO THE EXISTING
<br />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 5 TON RTU'S ARE EXISTING AND SHALL REMAIN. ALL NEW
<br />SUPPLY DIFFUSERS, RETURN GRILLES, AND EXHAUST FANS
<br />SHALL BE TIED INTO THE EXISTING RTU'S VIA NEW DUCTWORK.
<br />6. THE EXISTING RTU'S 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 />1/2" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEA7I '—
<br />& INSULATION TO
<br />TERMINATE 6" AB(
<br />CEILING.
<br />PLAN VIEW
<br />FIRE RATING REQUIREMENTS
<br />FBC TABLES 601 & 602 - FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE II-B
<br />ELEMENT
<br />REQUIRED FIRE RATING
<br />STRUCTURAL FRAME
<br />0HR
<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 BYA 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 />EXITACCESS 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 NFPA231 & 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 />(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 />New 6" Metal Stud Wall
<br />NO FIRE RATING
<br />TO BE USED FOR RESTROOM WET WALL.
<br />SCALE: 1 1/2" = V-0"
<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 />600T125-43
<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 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) OCCUR LOAD (REQ'D / PROV'D) (REQ'D / PROV'D)
<br />D5D6 M 3,000 1/30 100 20.0" / 99.0" 2/3
<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 / PROVIDED)
<br />WC LAV OF
<br />D5D6 3,000 100 1/ 1 1/ 1 1/2
<br />EXISTING MASONRY
<br />WALL TO REMAIN AS
<br />EXISTING COREFILL
<br />FOAM INSULATION T
<br />REMAIN AS IS
<br />EXISTING EXTERII
<br />FINISHES TO REM.
<br />AS THEYARE
<br />EXISTING EXTERII
<br />SIDEWALKS AND
<br />ADJACENTLANDIC
<br />AREAS TO REMAII
<br />AS THEYARE
<br />PLAN VIEW
<br />Existing MasonrWall
<br />EXISTING MASO Y WALL WITH FRAMING 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" = V-0"
<br />SECTION
<br />1/2" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEA7"
<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" = V-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 />362S125-43 @ 24" OC
<br />LAY -IN CEILING, RE: RCP
<br />R-11 SOUND BATTS
<br />CONTINUOUS STUD TRACK
<br />362T12543
<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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