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11 .F , T, I 1 „, 1, 1 . _ r
<br />EXISTII
<br />DOORI
<br />WHEN
<br />EGRES
<br />=165P
<br />i D-E) i D-D i D-13
<br />D-C ii DB i
<br />Life Safety Plan
<br />N 0--
<br />SCALE: 1/8 =1-0
<br />ALL PENETRATIONS IN FIRE RATED
<br />WALLS SHALL BE SEALED SO AS
<br />TO MAINTAIN THE MIN. REQUIRED
<br />Code Information
<br />FIRE RATING. RE: UL DETAILS
<br />JURISDICTION AUTHORITY
<br />THE EXISTING DOOR HARDWARE
<br />CITY OF ZEPHYRHILLS 3 SIGNED & SEALED SETS FOR PERMIT
<br />ON THE EXISTING FRONT AND REAR
<br />5335 8TH STREET (813) 780-0020 - PHONE
<br />DOORS MEETS ADA REQUIREMENTS
<br />ZEPHYRHILLS, FL 33542 (813) 780-0021- FAX
<br />EXISTING 36' FRONT DOOR
<br />ADOPTED CODES:
<br />(33- CLEAR WHEN DOOR IS OPEN)
<br />EGRESS CAPACITY =165 PEOPLE
<br />BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2007 (WI 2009 AMENDMENTS)
<br />(CHAPTER 36 - NFPA 1 & NFPA 101 WI STATE FIRE MARSHAL AMENDMENTS)
<br />EXISTING KNOX BOX
<br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 (W/ 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 />FUEUGAS: FLORIDA BUILDING CODE, FUEUGAS - 2007 (W/ 2009 AMENDMENTS)
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS)
<br />(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 FRONT FRAMED WALL
<br />HAS A 1 HOUR FIRE RATING. ALL
<br />WORK RELATED TO THE FRONT
<br />BUILDING AND CONSTRUCTION DATA
<br />WALL SHALL BE PERFORMED SO
<br />AS TO MAINTAIN THE WALL'S
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUP M - MERCANTILE
<br />EXISTING FIRE RATING.
<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 />ACTUALAREA 8,600 SF
<br />EXISTING TELEPHONE
<br />STOREFRONT SYSTEM
<br />CONDUIT STUB UP
<br />D D NEW RESTROOMS. RE:
<br />I I
<br />W/ 3' X T DOOR (TYPE A)
<br />TO REMAIN AS IS
<br />GENERAL NOTES 3 & 4
<br />I I
<br />TO REMAIN AS IS
<br />NEW ELECTRICAL PANEL
<br />I
<br />NEW HOLLOW CORE DOORS.
<br />J
<br />z
<br />AWNING ABOVE
<br />I I
<br />ADDED AT LOCATION OF
<br />(TYPE C) RE: GENERAL NOTE 5
<br />,�
<br />0
<br />I
<br />-
<br />(SHOWN DASHED)
<br />ILJ
<br />EXISTING CONDUIT STUB
<br />I
<br />w
<br />I
<br />TO REMAIN AS IS
<br />UP. RE: ELECTRICAL
<br />I
<br />m
<br />W
<br />z
<br />w
<br />c�
<br />NO FINISH ADDED TO CMU a "' = a
<br />EXISTING i WALL OUTSIDE OF RESTROOM o o
<br />DOWNSPOUT i z co
<br />- D-4
<br />TO REMAIN AS IS
<br />N -E i -D i -C 4 D-B i
<br />2 Floor Plan
<br />SCALE: 1/8" =1'-0"
<br />NEW EXHAUST FANS NEW HVAC SUPPLYAIR NEW 2 X 4 CEILING NEW 2' X 4'ACOUSTICAL TILE EXISTING SCONCE
<br />IN RESTROOM DIFFUSER MOUNTED MOUNTED LIGHT CEILINGS MOUNTED AT 10'-0" LIGHT FIXTURE
<br />CEILINGS. RE: M101 IN CEILING. RE: M101 FIXTURES. RE: E101 ABOVE FLOORS IN RESTROOMS TO REMAIN AS IS
<br />AND IN MAIN ROOM ,-
<br />-----------� D-5 i
<br />O O ® O O
<br />04
<br />NEW EXIT LIGHT
<br />FIXTURE. RE: E101
<br />EXISTING SCONCE
<br />LIGHT FIXTUREIrl Ol
<br />Q
<br />TO BE REWIRED. Lj ® 0.01 ® 0 ® ® EXISTING SCONCE
<br />RE: E101LIGHT FIXTURE
<br />TO REMAIN AS IS
<br />EXISTING RAIN HOODS D-4
<br />OVER REAR DOORS
<br />TO REMAIN AS IS
<br />NEW EXIT LIGHT
<br />FIXTURE. RE: E101
<br />EXISTING AWNING
<br />ABOVE STOREFRONT
<br />EXISTING SCONCE TO REMAIN AS IS
<br />LIGHT FIXTURE
<br />TO BE REWIRED. O ® O 0 0 EXISTING SCONCE
<br />RE: E101
<br />LIGHT FIXTURE
<br />TO REMAIN AS IS
<br />-----------� D-3 i
<br />NEW WALL MOUNTED NEW HVAC RETURN AIR EXISTING 5 TON RTUS NEW SPRINKLER
<br />EMERGENCY LIGHT GRILLE MOUNTED ON ROOF ABOVE HEAD MOUNTED
<br />FIXTURE. RE: E101 IN CEILING. RE: M101 RE: M101 & El01 IN CEILING
<br />N i D-E i i D-D i i D-C b D-B
<br />Y 3 Reflected Ceiling Plan
<br />SCALE: 1/8=1-0
<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 DECK ABOVE. 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 MASONRY WALL TO
<br />REMAIN AS IS. ON THE INTERIOR SIDE OF THE WALL, INSIDE OF THE
<br />NEW RESTROOM ONLY, 1/2" MOISTURE RESISTANT GYP BOARD
<br />SHEATHING SHALL BE ADDED OVER 1.5" FURRING STRIPS @ 24" OC
<br />AND 1.5" RIGID INSULATION. FURRING, SHEATHING, AND INSULATION
<br />SHALL TERMINATE 10'-6"AFF. THE GYP BOARD SHEATHING SHALL
<br />RECEIVE ENAMEL PAINT. THE REST OF THE REAR WALL SHALL BE
<br />LEFT AS EXPOSED MASONRY WITH NO FINISH.
<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 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 DOORS SHALL BE 1-3/4" X 36' X 80" PRE -HUNG HOLLOW
<br />CORE DOORS. THE EXTERIORS SHALL BE PAINT READY. THE INTERIORS
<br />SHALL RECEIVE ENAMEL PAINT. EACH HARDWARE SET SHALL INCLUDE 3
<br />HINGES, 3 SILENCERS, 1 DOOR STOP, 1 CLOSER, AND 1 "PASSAGE LATCH"
<br />LOCKSET. THE DOORS SHALLALSO RECEIVE ADAACCESSIBLE SIGNAGE
<br />AS REQUIRED BY CODE. RE: A102-10 FOR COMPLETE DOOR INFO.
<br />Z. CONTRACTOR TO FIELD VERIFYALL DIMENSIONS AND CONDITIONS.
<br />7. GC MAY SUBMITALTERNATE DESIGN FOR STUD GAUGE & SPACING.
<br />IFAN ALTERNATE DESIGN IS PROPOSED, THE GC MUST SUBMIT
<br />INFORMATION TO THE OWNER & THE ARCHITECT FOR APPROVAL
<br />PRIOR TO ORDERING ANY MATERIALS. THE SUBMITTAL MUST INCLUDE
<br />STRUCTURAL INFORMATION VERIFYING THAT THE DESIGN IS ADEQUATE
<br />FOR THE WALL'S REQUIRED HEIGHT, LOADING, AND DEFLECTION. THE
<br />SUBMITTAL MUST 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. 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 EXITAND EMERGENCY LIGHTS SHALL BE
<br />WIRED TO THE NEW TENANT PANEL.
<br />5. ALL NEW 2 X 4 FLUORESCENT LIGHT FIXTURES SHALL
<br />BE WIRED TO THE NEW TENANT PANEL.
<br />6. THE 5 TON RTUS ARE EXISTING AND SHALL REMAIN. ALL NEW
<br />SUPPLY DIFFUSERS, RETURN GRILLES, AND EXHAUST FANS
<br />SHALL BE TIED INTO THE EXISTING RTUS VIA NEW DUCTWORK.
<br />7. THE EXISTING RTUS AND THE NEW EXHAUST FANS SHALL
<br />BE WIRED TO THE NEW TENANT PANEL.
<br />8. THE FIRE SPRINKLER HEAD LOCATIONS SHOWN ON THIS
<br />PLAN ARE DIAGRAMMATIC ONLY. THE EXACT SPRINKLER
<br />HEAD LAYOUT SHALL BE DETERMINED BY THE FIRE
<br />SPRINKLER SUBCONTRACTOR'S SPECIALTY ENGINEER
<br />DURING THE DESIGN OF HIS SHOP DRAWINGS.
<br />9. THE EXISTING SPRINKLER HEADS SHALL BE TURNED
<br />DOWN & REPOSITIONED AS NEEDED TO COORDINATE
<br />WITH HVAC, ELECTRICAL, AND PLUMBING.
<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 THEY ARE
<br />EXISTING EXTERI(
<br />SIDEWALKS AND
<br />ADJACENTLANDS
<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 FOR CONSTRUCTION TYPE it-B
<br />ELEMENT REQUIRED FIRE RATING
<br />STRUCTURAL FRAME
<br />0 HR
<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. 0450
<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 & NFPA231C
<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 />APORTABLE 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 MASO Y WALL WITH FRAM G AND
<br />SHEATHING ADDED TO THE INTERIOR SIDE.
<br />TO BE USED ALONG REAR WALL INSIDE THE RESTROOM.
<br />SCALE: 1 1/2" = V-0'
<br />1/2" GYP BOARD B
<br />SIDES OF FRAMIN
<br />FRAMING, SHEATF
<br />& INSULATION TO
<br />TERMINATE 6"AB(
<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" = V-0'
<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 SPACE D3-D4. 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 SPACE D3-D4. 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 I PROV'D) (REQ'D / PROV'D)
<br />D3-D4 M 21800 1/30 94 18.8" / 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 />SPACE SIZE (SF) LOAD FIXTURES (REQUIRED / PROVIDED)
<br />D3-D4 2,800 94 MEN'S WOMEN'S SHARED
<br />WC LAV WC LAV DF
<br />1/1 1/1 1/1 1/1 1/2
<br />1 1/2' RIGID - T;
<br />INSULATION
<br />EXISTING ROOF DECK
<br />FURRING, SHEATHING,
<br />& INSULATION TO RUN
<br />FROM FLOOR SLAB CONTINUOUS STUD AT
<br />TO 6" ABOVE CEILING TOP OF WALL
<br />5/8" GYP BOARD BOTH
<br />SIDES OF FRAMING. MTL STUD FRAMING
<br />SUSPENDED CEILING FRAMING, SHEATHING, RE: CEILING PLAN & INSULATION TO 600S125-43 @ 24" OC
<br />TERMINATE AT UNDERSIDE
<br />OF ROOF STRUCTURE ABOVE.
<br />5/8" GYP BOARD OVER R-19 SOUND BATTS
<br />1 1/2" Z-FURRING WALL CONSTRUCTION SHALL
<br />CHANNELS @ 24" OC BE CONSISTENT WITH UL
<br />MAX SPACING DETAILS U419, HW-S-0001, & CONTINUOUS STUD
<br />W-L-1001 TO PROVIDE AMIN. TRACK 60OT125-43
<br />1 HOUR FIRE RATING.
<br />6" VINYL BASE ON INSIDE
<br />OF BATHROOM ONLY 6" VINYL BASE ON INSIDE
<br />OF BATHROOM ONLY
<br />NEW CONCRETE EXISTING CONCRETE
<br />FLOOR SLAB IN �`
<br />AREA OF EXISTING FLOOR SLAB TO
<br />SLAB LEAVE OUT REMAIN AS IS
<br />CONTINUOUS STUD AT
<br />TOP OF WALL
<br />MTL STUD FRAMING
<br />60OS125-43 @ 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 />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'-d'
<br />SECTION
<br />1/2" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEATF"""
<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 OTHER RESTROOM WALLS
<br />SCALE: 1 1/2"= V-0'
<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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