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EXISTING 1 HOUR RATED EMERGENCY LIGHT EXIT LIGHT
<br />TENANT DEMISING WALL
<br />1. --- - ----
<br />do
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<br />OD
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<br />/ PATH OF EGRESS
<br />MAX EXIT DISTANCE = 35' owl
<br />EXISTING 36" REAR
<br />DOOR (33" CLEAR
<br />WHEN DOOR IS OPEN)
<br />EGRESS CAPACITY ( -- EXIT LIGHT
<br />= 165 PEOPLE �Q i
<br />i
<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 TX T HM
<br />DOOR (TYPE B) TO
<br />REMAIN AS IS
<br />EXISTING
<br />DOWNSPOUT
<br />TO REMAIN AS IS
<br />_ I �
<br />L- FIRE EXTINGUISHER ENCY LIGHT
<br />EMERGENCY
<br />1200 SF MERCANTILE SPACE
<br />OCCUPANT LOAD = 40 PEOPLE
<br />N Life Safety Plan
<br />SCALE: 1/8" = 1'-0"
<br />TENANT DEMISING WALL
<br />MIN 1 HR FIRE RATING
<br />RE: UL DETAILS, U419
<br />60'-0" LEASABLE
<br />OUTSIDE FACE OF WALL TO OUTSIDE FACE OF WALL
<br />56-94" INTERIOR CLEAR
<br />INSIDE FACE OF FRONT WALL FINISH TO INSIDE FACE OF REAR CMU
<br />(OUTSIDE OF RESTROOM)
<br />NEW RESTROOM EXISTING FRAMED
<br />/ RE: A102-1 DEMISING WALL
<br />B I
<br />I- EDGE OF EXISTING
<br />A C SLAB LEAVE OUT
<br />D
<br />HOLLOW CORE DOOR.
<br />(TYPE C) RE: A102
<br />FILL IN EXISTING SLAB LEAVE
<br />OUT IN REAR OF SPACE
<br />1
<br />NO FINISHES ADDED TO THE EXISTING
<br />REAR WALL OUTSIDE OF THE RESTROOM
<br />� I
<br />V
<br />AREA OF EXISTING SLAB EXISTING STEEL
<br />LEAVE OUT TO REMAIN COLUMN TO BE
<br />HIDDEN IN NEW WALL
<br />N 2 Floor Plan
<br />SCALE: 1/8" = 1'-0"
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<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 />ALL PENETRATIONS IN FIRE RATED
<br />BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />WAI. L.S SHAI I BF SFALFD SO AS
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2007 (W/ 2009 AMENDMENTS)
<br />TO MAINTAIN THE MIN. REQUIRED
<br />(CHAPTER 36 - NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS)
<br />FIRE RATING. RE: UL DETAILS
<br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 (W/ 2009 AMENDMENTS)
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2007 (W/ 2009AMENDMENTS)
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />THE EXISTING DOOR HARDWARE
<br />(CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE)
<br />ON THE EXISTING FRONT AND REAR
<br />FUEL/GAS: FLORIDA BUILDING CODE, FUEL/GAS - 2007 (W/ 2009 AMENDMENTS)
<br />DOORS MEETS ADA REQUIREMENTS
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />(CHAPTER 11 - FLORIDAACCESSIBILITY CODE FOR BUILDING CONSTRUCTION).
<br />ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 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
<br />BUILDING AND CONSTRUCTION DATA
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUP M - MERCANTILE
<br />�� -- - EXISTING FRONT FRAMED WALL
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, FULLY SPRINKLERED
<br />HAS A 1 HOUR FIRE RATING. ALL
<br />WORK RELATED TO THE FRONT
<br />MAXIMUM HEIGHT AND AREA (FBC TABLE 503)
<br />WALL SHALL BE PERFORMED SO
<br />MAXIMUM HEIGHT 55'-0" - FOUR STORIES
<br />AS TO MAINTAIN THE WALL'S
<br />ACTUAL HEIGHT 38'-6" - ONE STORY
<br />EXISTING FIRE RATING.
<br />EX
<br />MAXIMUMAREA 50,000 SF"
<br />-
<br />ACTUALAREAS 15,137 SF
<br />THE MAXIMUM AREAALLOWED BY TABLE 503 HAS BEEN INCREASED
<br />FROM 12,500 SF TO 50,000 SF AS ALLOWED BY FBC 506.1 & 506.3
<br />w
<br />---�-
<br />-
<br />EXISTING FRONT FRAMED
<br />WALL TO REMAIN AS IS
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<br />EXISTING 9' HIGH
<br />U
<br />-
<br />STOREFRONT SYSTEM
<br />ijs
<br />- -�
<br />W/ 3' X T DOOR (TYPE A)
<br />TO REMAIN AS IS
<br />U
<br />---�
<br />CONCRETE SIDEWALK
<br />o
<br />TO REMAIN AS IS
<br />w
<br />w H
<br />LANDSCAPEAREA
<br />TO REMAIN AS IS
<br />NEW 6" DEMISING WALL
<br />RE: WALL TYPE B
<br />NEW EXHAUST EXISTING 4 TON RTU ABOVE NEW RETURN AIR NEW EMERGENCY LIGHT EXISTING SCONCE
<br />FAN. RE: M101 TO BE WIRED AND DUCTED. j GRILLE. RE: M101 FIXTURE. RE: E101 LIGHT FIXTURE
<br />RE: MECH & ELEC PLANS - TO REMAIN AS IS
<br />v
<br />I
<br />EXISTING AWNING
<br />- - ABOVE STOREFRONT
<br />TO REMAIN AS IS
<br />Vop
<br />NEW EXIT LIGHT
<br />FIXTURE. RE: E101
<br />EXISTING RAIN
<br />HOOD OVER REAR
<br />DOOR TO REMAIN x
<br />AS IS / r EXISTING SCONCE
<br />LIGHT FIXTURE
<br />O4� / TO REMAIN AS IS
<br />NEW EXIT LIGHT
<br />FIXTURE. RE. E101
<br />EXISTING SCONCE NEW 2' X 4' ACOUSTICAL TILE NEW SUPPLY AIR
<br />LIGHT FIXTURE CEILINGS MOUNTED AT 10'-0" DIFFUSER. RE: M101
<br />TO REMAIN AS IS ABOVE FLOORS IN RESTROOM II
<br />AND IN MAIN ROOM II
<br />.r I
<br />I I
<br />B/ DI
<br />v C
<br />FLOOR PLAN GENERAL NOTES:
<br />1. NEW DEMISING WALL SHALL HAVE PROVIDE A MINIMUM FIRE
<br />RATING OF 1 HOUR. REFER TO WALL TYPES AND UL DETAILS.
<br />2. ON THE INSIDE OF RESTROOMS, WALLS SHALL RECEIVE ENAMEL
<br />PAINT OVER MOISTURE RESISTANT GYPSUM BOARD. IN ALL
<br />OTHER LOCATIONS, WALLS SHALL RECEIVE REGULAR GYPSUM
<br />BOARD AND SHALL BE LEFT PAINT READY.
<br />3. THE PORTION OF THE EXISTING REAR MASONRY WALL THAT IS
<br />OUTSIDE OF THE RESTROOM SHALL BE LEFT EXPOSED WITH
<br />NO FINISH OR PAINT ADDED.
<br />4. THE RESTROOM SHALL HAVE VCT FLOORING AND A 6" VINYL BASE
<br />ON THE INSIDE OF ALL WALLS. THE FLOORS IN OTHER AREAS SHALL
<br />BE EXPOSED CONCRETE. NO OTHER WALLS SHALL RECEIVE BASES.
<br />5. REFERTOA102 FOR COMPLETE BATHROOM INFORMATION.
<br />6. REFER TO A102 FOR COMPLETE DOOR & HARDWARE INFORMATION.
<br />7. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.
<br />8. GC MAY SUBMIT ALTERNATE DESIGN FOR STUD GAUGE & SPACING.
<br />IF AN ALTERNATE DESIGN IS PROPOSED, THE GC MUST SUBMIT
<br />INFORMATION TO THE OWNER FOR APPROVAL PRIOR TO ORDERING
<br />ANY MATERIALS. THE SUBMITTAL MUST INCLUDE STRUCTURAL
<br />INFORMATION VERIFYING THAT THE DESIGN IS ADEQUATE FOR THE
<br />WALL'S REQUIRED HEIGHT, LOADING, AND DEFLECTION. IT MUST
<br />ALSO 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 MOUNTED
<br />AT 10'-0"AFF WITH NO INSULATION.
<br />2. ALL EXISTING EXTERIOR LIGHTS SHALL REMAIN. NO
<br />NEW EXTERIOR LIGHTS ARE BEING ADDED.
<br />3. REFER TO E101 FOR COMPLETE WIRING INFORMATION
<br />FOR ALL LIGHT FIXTURES.
<br />4. REFER TO M101 FOR COMPLETE INFORMATION
<br />FOR THE HVAC SYSTEM.
<br />5. 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 IS
<br />EXISTING COREFILL
<br />FOAM INSULATION TO
<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 />PLAN VIEW
<br />SECTION
<br />FIRE RATING REQUIREMENTS
<br />FBC TABLES 601 & 602 FIRE RATING REQUIREMENTS
<br />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. < 5')
<br />LOAD BEARING EXTERIOR WALLS
<br />1 HR
<br />PROVIDED AS
<br />(F.S.D. BETWEEN S & 10')
<br />PART OF SHELL
<br />LOAD BEARING EXTERIOR WALLS
<br />U 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 />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 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 />E^ING ti n q YM aso L WITH n�rG AND Wall
<br />EXiSTSHEATHING 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 />112" GYP BOARD BOTI .
<br />SIDES OF FRAMING.
<br />FRAMING, SHEATF"""
<br />& INSULATION TO
<br />TERMINATE 6"AB(
<br />CEILING.
<br />�^1
<br />New 6" Metal Stud Wall
<br />NO FIRE RATING
<br />TO BE USED FOR RESTROOM WET WALL.
<br />SCALE: 1 1/2" = 1' C'
<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 />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 />BUILDOU T 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 />B7 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 / PROVIDED)
<br />WC LAV DF
<br />B7 1,200 40 1/ 1 1/ 1 112
<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
<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 />PLAN VIEW
<br />New 6" Metal Stud Wall
<br />1 HOUR FIRE RATING
<br />TO BE USED FOR TENANT DEMISING WALLS
<br />SCALE: 1 1/2" = V-0"
<br />SECTION
<br />112" GYP BOARD B0
<br />SIDES OF FRAMING.
<br />FRAMING, SHEATHING,
<br />& INSULATION TO
<br />TERMINATE 6"ABOVE
<br />CEILING.
<br />PLAN VIEW
<br />EXISTING ROOF DECK
<br />-CONTINUOUS STUD AT
<br />TOP OF WALL
<br />MTL STUD FRAMING
<br />60OS125-43 @ 24" OC
<br />R-19 SOUND BATTS
<br />CONTINUOUS STUD
<br />TRACK 60OT125 43
<br />6" VINYL BASE ON INSIDE
<br />OF BATHROOM ONLY
<br />CONCRETE
<br />FLOOR SLAB
<br />- CONTINUOUS STUD AT
<br />TOP OF WALL
<br />MTL STUD FRAMING
<br />362S12543 @ 24" OC
<br />\� LAY -IN CEILING, RE: RCP
<br />R-11 SOUND BATTS
<br />CONTINUOUS STUD TRACK
<br />362T125A3
<br />New 3 /8" Metal Stud Wall
<br />NO FIRE RATING
<br />TO BE USED FOR THE RESTROOM NON -WET WALI-S
<br />SCALE: 1 '112" = V-0"
<br />— 6" VINYL BASE ON INSIDE
<br />OF BATHROOM ONLY
<br />CONCRETE
<br />FLOOR SLAB
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<br />SCALE: 1/8" = 1'-0"
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