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EXIT LIGHT
<br />L C;
<br />TENANT DEMISING WALL
<br />EXISTING 36' REAR -- ® MIN 1 HR FIRE RATING
<br />DOOR (33' CLEAR RE: UL DETAILS, U419
<br />WHEN DOOR IS OPEN)
<br />EGRESS CAPACITY ♦♦
<br />=165 PEOPLE �♦
<br />♦�♦ EMERGENCY LIGHT
<br />♦
<br />RELOCATE �♦♦
<br />EXISTING
<br />FIRE EXTINGUISHER `♦♦
<br />TO THIS LOCATION N. EXIT LIGHT
<br />EMERGENCY LIGHT PATH OF EGRESS
<br />♦♦� f MAX EXIT DISTANCE = 75'
<br />♦♦ �O/
<br />apd/
<br />♦♦ /
<br />N ��
<br />do
<br />/icedp
<br />/ ♦�
<br />dO
<br />OV
<br />do do
<br />op
<br />OV
<br />dV / EMERGENCY LIGHT
<br />do
<br />i
<br />EXISTING
<br />DOWNSPOUT
<br />TO REMAIN AS IS
<br />EXISTING Y X T HM
<br />DOOR (TYPE B) TO
<br />REMAIN AS IS
<br />EXISTING REAR
<br />CONCR. SIDEWALK
<br />TO REMAIN AS IS
<br />EXISTING
<br />DOWNSPOUT
<br />TO REMAIN AS IS
<br />EXISTING.? X T HM
<br />DOOR (TYPE C) TO
<br />BE KEPT LOCKED
<br />GC SHALL PAINT SIGN
<br />ON THE EXTERIOR
<br />THAT STATES:
<br />'NO BUILDING ACCESS.
<br />THIS IS NOTAWORKING
<br />DOOR.'
<br />N 2,866 SF MERCANTILE SPACE
<br />Life Safety Plan OCCUPANT LOAD = 96 PEOPLE
<br />SCALE: 1/8' = l'-0'
<br />B-H B-G j B-C
<br />{ I i
<br />60'4' LEASABLE
<br />OUTSIDE FACE OF WALL Tp OUTSIDE FACE OF WALL
<br />I � t
<br />NEW ELEC.
<br />PANELS. RE: E101
<br />(� RELOCATED
<br />/ TELEPHONE
<br />CONDUIT STUB INS _
<br />/ a RE: E101
<br />NO FINISHES ADDED
<br />TO THE EXISTING ;,
<br />' REAR WALL OUTSIDE
<br />i
<br />!� OF THE RESTROOM
<br />AREA OF EXISTING SLAB ,,, u
<br />LEAVE OUT TO REMAIN
<br />OF
<br />FILL IN EXISTING
<br />SLAB LEAVE OUT q a
<br />j IN AREAS UNDER u
<br />NEW RESTROOMS °
<br />/ AND NEW DEMISING S
<br />WALLS ONLY
<br />u
<br />E
<br />N 2 Floor Plan
<br />SCALE: 1/8' = V-0'
<br />EXISTING STEEL
<br />COLUMN TO BE
<br />HIDDEN IN NEW WALL
<br />NEW RESTROOMS WITH
<br />HOLLOW CORE DOORS
<br />(TYPE D). RE: Al02
<br />A
<br />A
<br />EXISTING 9' HIGH
<br />EXISTING 9' HIGH LANDSCAPE AREA
<br />STOREFRONT SYSTEM
<br />STOREFRONT SYSTEM TO REMAIN AS IS
<br />W/ 3' X T DOOR (TYPE A)
<br />TO REMAIN AS IS
<br />TO REMAIN AS IS
<br />EXISTING RAIN �� RELOCATED EXIT LIGHT
<br />HOOD OVER REAR ® FIXTURE. RE: E101 NO CEILINGS IN THE
<br />DOOR TO REMAIN
<br />AS IS SPACE OUTSIDE OF
<br />THE RESTROOMS
<br />i --- i
<br />I I
<br />1----�
<br />EXISTING SCONCE EXISTING EXISTING 4 TON RTUS
<br />LIGHT FIXTURE EMERGENCY LIGHT ON ROOF ABOVE.
<br />TO REMAIN AS IS FIXTURE. RE: E101 RE: M101 & E101
<br />i --- i
<br />I I
<br />NEW EXHAUST — l — — — —
<br />FAN. RE: M101
<br />EXISTING RAIN
<br />HOOD OVER REAR
<br />DOOR TO REMAIN
<br />AS IS
<br />NEW 2X4 FLUSH MOUNTED
<br />LIGHT FIXTURE. RE: E101
<br />NEW CEILINGS IN THE RESTROOMS
<br />AT 8'-0-AFF. (5/8' WATER RESISTANT
<br />GYP BOARD OVER 6,18 GA FRAMING
<br />AT 16' OC MAX)
<br />EXISTING
<br />EMERGENCY LIGHT
<br />FIXTURE. RE: E101
<br />N
<br />3 Reflected Ceiling Plan
<br />,
<br />SCALE: 1/8' =1-0'
<br />EXISTING
<br />EMERGENCY LIGHT
<br />FIXTURE. RE: E101
<br />EXISTING EXIT LIGHT
<br />FIXTURE. RE: E101
<br />Code Information
<br />_
<br />JURISDICTION AUTHORITY
<br />----.-------.--
<br />CITY OF ZEPHYRHILLS 3 SIGNED & SEALED SETS FOR PERMIT
<br />5335 8TH STREET (813) 7W W20 - PHONE
<br />ZEPHYRHILLS, FL 33542 (813) 780-0021- FAX
<br />ALL PENETRATIONS IN FIRE RATED
<br />WALLS SHALL BE SEALED SO AS
<br />ADOPTED CODES:
<br />/ l
<br />TO MAINTAIN THE MIN. REQUIRED
<br />;
<br />FIRE RATING. RE: UL DETAILS
<br />BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS)
<br />/
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2007 (W/ 2009 AMENDMENTS)
<br />(CHAPTER 36 - NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS)
<br />i
<br />THE EXISTING DOOR HARDWARE
<br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 (WI 2009 AMENDMENTS)
<br />ON THE EXISTING FRONT AND REAR
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2007 (W/ 2009 AMENDMENTS)
<br />DOORS MEETS ADA REQUIREMENTS
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />(CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE)
<br />-- j
<br />FUEL/GAS: FLORIDA BUILDING CODE, FUEUGAS - 2007 (W/ 2009 AMENDMENTS)
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />EXISTING N FRONT DOOR
<br />(CHAPTER 11- FLORIDAACCESSIBILITY CODE FOR BUILDING CONSTRUCTION).
<br />(33 CLEAR WHEN DOOR IS OPEN)
<br />ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS)
<br />EGRESS CAPACITY =165 PEOPLE
<br />(CHAPTER 13 - FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION).
<br />EXISTING FRONT FRAMED WALL
<br />BUILDING AND CONSTRUCTION DATA
<br />HAS A 1 HOUR FIRE RATING. ALL
<br />WORK RELATED TO THE FRONT
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUP M - MERCANTILE
<br />WALL SHALL BE PERFORMED SO
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, FULLY SPRINKLERED
<br />AS TO MAINTAIN THE WALL'S
<br />EXISTING FIRE RATING.
<br />f
<br />MAXIMUM HEIGHTAND AREA (FBC TABLE 503)
<br />MAXIMUM HEIGHT 55'4' - FOUR STORIES
<br />ACTUAL HEIGHT 38'-0" - ONE STORY
<br />MAXIMUM AREA 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 />•l
<br />- + -
<br />-
<br />B-7 j
<br />EXISTING FRONT FRAMED
<br />WALL TO REMAIN AS IS
<br />EXISTING 9' HIGH
<br />STOREFRONT SYSTEM
<br />W/ 3' X T DOOR (TYPE A)
<br />I
<br />TO REMAIN AS IS
<br />CONCRETE SIDEWALK
<br />TO REMAIN AS IS
<br />✓�
<br />'
<br />LANDSCAPE AREA
<br />TO REMAIN AS IS
<br />- -+- -
<br />B-6 1
<br />v
<br />EXISTING 9' HIGH
<br />STOREFRONT SYSTEM
<br />W/ 3' X T DOOR O YPE A)
<br />TO REMAIN AS IS
<br />i
<br />i'
<br />EXISTING STOREFRONT
<br />WINDOWS TO REMAIN
<br />AS IS
<br />----;a2�
<br />—
<br />— 1 J
<br />--
<br />�B
<br />EXISTING STOREFRONT
<br />WINDOWS TO REMAIN
<br />AS IS
<br />EXISTING SCONCE
<br />LIGHT FIXTURE
<br />TO REMAIN AS IS
<br />(TYPALL LOCATIONS)
<br />EXISTING FRONT AND
<br />TOWER FRAMED
<br />WALLS TO REMAIN AS IS
<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 THEY ARE
<br />EXISTING EXTERII
<br />SIDEWALKS AND
<br />ADJACENT LANDS
<br />AREAS TO REMAII
<br />AS THEY ARE
<br />Exist nnq Masonrnry Wall
<br />RAMING AND
<br />SHEATHING ADDED TO THE INTERIOR SIDE.
<br />SCALE: 1 1/2" = V-0"
<br />FRAMING,
<br />SHEATHING,
<br />& INSULATION
<br />TO TERMINATE
<br />1V4rAFF
<br />SHEATHING INSIDE
<br />RESTROOMS TO BE 518"
<br />DUROCK TO 4' - 4-/4' AFF
<br />W/ 5B' WATER RESISTANT
<br />GYP BOARD ABOVE.
<br />SHEATHING IN ALL OTHER
<br />LOCATIONS OF WALL TYPE
<br />A TO BE 50 GYP BOARD.
<br />FURRING, SHEATHING,
<br />& INSULATION TO
<br />TERMINATE 10'-6'AFF
<br />1 1/2' RIGID
<br />INSULATION
<br />SHEATHING OVER
<br />1-1/2" Z-FURRING
<br />CHANNELS @ 24' OC
<br />MAX SPACING
<br />CONCRETE
<br />FLOOR SLAB
<br />SHEATHING ON BOTH
<br />SIDES OF WALL TO BE 5/8'
<br />DUROCK TO 4' - 444" AFF
<br />W/ 5/8' WATER RESISTANT
<br />GYP BOARD ABOVE.
<br />MTL STUD FRAMING
<br />600S125-43 Q 24. OC
<br />W/ CONT. STUD AT
<br />TOP OF WALL
<br />R-19 SOUND BATTS
<br />CONTINUOUS
<br />STUD TRACK
<br />600T125.43
<br />CONCRETE
<br />FLOOR SLAB
<br />New 6" Metal Stud Wall
<br />NO FIRE RATING
<br />TO BE USED FOR RESTROOM WET WALL.
<br />SCALE: 11/? = V-0'
<br />Floor Plan General Notes
<br />1. ON THE INSIDE OF RESTROOMS, WALLS SHALL RECEIVE ENAMEL
<br />PAINT. ALL OTHER WALLS SHALL BE LEFT PAINT READY.
<br />2. ALL FLOORS SHALL BE CONCRETE SLAB WITH NO FINISHES. NO
<br />WALLS SHALL RECEIVE BASES INCLUDING THE RESTROOMS.
<br />3. REFER TO A102 FOR COMPLETE RESTROOM INFORMATION.
<br />4. REFER TO Al02 FOR COMPLETE DOOR & HARDWARE INFORMATION.
<br />5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.
<br />6. 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 />WALUS REQUIRED HEIGHT, LOADING, AND DEFLECTION. IT MUST
<br />ALSO INCLUDE PRICE COMPARISON INFORMATION.
<br />RE: WALL TYPE DETAILS ON THIS SHEET.
<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 />0 HR
<br />LOAD BEARING EXTERIOR WALLS
<br />2 HR
<br />(F.S.D. < 6)
<br />LOAD BEARING EXTERIOR WALLS
<br />1 HR PROVIDED AS
<br />(F.S.D. BETWEEN 5' & I
<br />PART OF SHELL
<br />LOAD BEARING EXTERIOR WALLS
<br />0 HR
<br />(FS.D. > 101
<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
<br />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. 0-4W
<br />C-FLAMESPREAD 76-200, SMOKE DEV. 0.450
<br />TABLE 803.5 - REQUIRED
<br />EXIT PASSAGEWAYS - CLASS B
<br />FLAMESPREAD FOR MERCANTILE
<br />EATACCESS 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 GROSSAREA> 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 ROOF DECK
<br />5/8" GYP BOARD BOTH
<br />I
<br />SIDES OF FRAMING.
<br />FRAMING, SHEATHING, I
<br />CONTINUOUS STUD AT
<br />& INSULATION TO
<br />TOP OF WALL
<br />TERMINATE AT
<br />UNDERSIDE OF ROOF
<br />STRUCTURE ABOVE.
<br />MTL STUD FRAMING
<br />600S125 43 24' OC
<br />WALL CONSTRUCTION
<br />SHALL BE CONSISTENT
<br />WITH UL DETAILS U419,
<br />R-19 SOUND BATTS
<br />HW-S-M, & W-L-1001
<br />TO PROVIDE A MIN.
<br />1 HOUR FIRE RATING.
<br />CONTINUOUS STUD
<br />TRACK 6WT12543
<br />P P > s
<br />a CONCRETE
<br />FLOOR SLAB
<br />New 6" Metal Stud Wall
<br />1 HOUR FIRE RATING
<br />TO BE USED FOR TENANT DEMISING WALL
<br />SCALE: 1 1/7 =1'-U'
<br />FRAMING,
<br />SHEATHING,
<br />& INSULATION
<br />TO TERMINATE
<br />10'-6' AFF
<br />SHEATHING INSIDE
<br />RESTROOMS TO BE 5/8'
<br />DUROCK TO 4'- 4-314' AFF
<br />W/ 5/8' WATER RESISTANT
<br />GYP BOARD ABOVE.
<br />SHEATHING ON OTHER SIDE
<br />OF WALL TO BE 5/8'
<br />DUROCK TO 4'- 4-3/4' AFF
<br />W/ Ur GYP BOARD ABOVE.
<br />MTL STUD FRAMING
<br />362S125.43 @ 24' OC
<br />W/ CONT. STUD AT
<br />TOP OF WALL
<br />R-11 SOUND BATTS
<br />CONTINUOUS
<br />STUD TRACK
<br />362T125.43
<br />CONCRETE
<br />FLOOR SLAB
<br />New 3 5/8" Metal Stud Wall
<br />NO FIRE RATING
<br />TO BE USED FOR THE RESTROOM NON -WET WALLS
<br />SCALE: 110 =1'4r
<br />Ceiling Plan General Notes
<br />1. OTHER THAN WHAT IS SHOWN ON THE CEILING PLAN,
<br />NO OTHER LIGHT FIXTURES SHALL BE ADDED. THE
<br />COMPLETE LIGHTING SYSTEM SHALL BE PROVIDED
<br />AS PART OF THE FUTURE TENANT BUILD OUT.
<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 />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 0.7 / 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 />B1 B2 M 2,866 1/30 96 19.2' / 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 />FIXTURES (REQUIRED / PROVIDED)
<br />MEWS WATER CLOSET (1 / 1) LAVATORY (1 / 1)
<br />WOMEN'S WATER CLOSET (1 / 1) LAVATORY (1 / 1)
<br />SHARED DRINKING FOUNTAIN (1 / 2)
<br />FRAMING,
<br />SHEATHING,
<br />& INSULATION
<br />TO TERMINATE
<br />10'-6' AFF
<br />SHEATHING INSIDE
<br />RESTROOMS TO BE 5/8'
<br />DUROCK TO 4'- 444" AFF
<br />W/ 5J8' WATER RESISTANT
<br />GYP BOARD ABOVE.
<br />SHEATHING ON OTHER
<br />SIDE TO BE 5/8' DUROCK
<br />ON LOWEST 2'-0' AND
<br />518" PLYWOOD ABOVE
<br />MTL STUD FRAMING
<br />600S162-43 @ 12' OC
<br />W/ CONT. STUD AT
<br />TOP OF WALL
<br />R-19 SOUND BATTS
<br />CONTINUOUS
<br />STUD TRACK
<br />600T162-43
<br />CONCRETE
<br />FLOOR SLAB
<br />New 6" Metal Stud Wall
<br />NO FIRE RATING
<br />TO BE USED FOR RESTROOM WALL.
<br />SCALE: 1 1/2' = V-W
<br />FRAMING
<br />& SHEATHING
<br />TO TERMINATE
<br />10'-6" AFF
<br />SHEATHING INSIDE
<br />RESTROOM TO BE 5/8'
<br />DUROCK TO 4'- 4-3/4"AFF
<br />W/ 5/8' WATER RESISTANT
<br />GYP BOARD ABOVE.
<br />NO SHEATHING ON OTHER
<br />SIDE OF WALL.
<br />MTL STUD FRAMING
<br />362S125-43 @ 24' OC
<br />W/ CONT. STUD AT
<br />TOP OF WALL
<br />CONTINUOUS
<br />STUD TRACK
<br />362T12543
<br />CONCRETE
<br />FLOOR SLAB
<br />FNew 3 5/8" Metal Stud Wall
<br />NO FIRE RATING
<br />TO BE USED FOR THE RESTROOM CHASE WALL
<br />SCALE: 1 1/2' =1'-0'
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