EMERGENCY LIGHT
<br />TENANT DEMISING WALL EMERGENCY LIGHT EXIT LIGHT
<br />MIN 1 HR FIRE RATING
<br />ALL PENETRATIONS IN FIRE RATED
<br />RE: UL DETAILS, U419
<br />WALLS SHALL BE SEALED SO AS
<br />TO MAINTAIN THE MIN. REQUIRED
<br />am
<br />FIRE RATING. RE: UL DETAILS
<br />--
<br />--- N;
<br />�
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<br />THE EXISTING DOOR HARDWARE
<br />�
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<br />ON THE EXISTING FRONT AND REAR
<br />do /
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<br />=
<br />DOORS MEETS ADA REQUIREMENTS
<br />dO
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<br />do
<br />PATH OF EGRESS
<br />®
<br />EXISTING 36' FRONT DOOR
<br />(33' CLEAR WHEN DOOR IS OPEN)
<br />EXISTING 36" REAR
<br />MAX EXIT DISTANCE = 35'
<br />woo do
<br />EGRESS CAPACITY =165 PEOPLE
<br />DOOR (33' CLEAR
<br />mom000lo
<br />WHEN DOOR IS OPEN)
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<br />EGRESS CAPACITY
<br />• �
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<br />EXISTING FRONT FRAMED WALL
<br />=165 PEOPLE
<br />EXIT LIGHT
<br />. �
<br />HAS A 1 HOUR FIRE RATING. ALL
<br />WORK RELATED TO THE FRONT
<br />/^
<br />WALL SHALL BE PERFORMED SO
<br />- -
<br />- - -
<br />- + B-9 i
<br />AS TO MAINTAIN THE WALL'S
<br />L L
<br />EXISTING FIRE RATING.
<br />FIRE EXTINGUISHER
<br />EMERGENCY LIGHT
<br />TENANT DEMISING WALL
<br />MIN 1 HR FIRE RATING
<br />RE: UL DETAILS, U419
<br />EXISTING REAR
<br />CONCR. SIDEW
<br />TO REMAIN AS I
<br />EXISTING STEEL
<br />PIPE BOLLARDS
<br />TO REMAIN AS I
<br />EXISTING ELEC.
<br />POWER RISER
<br />TO REMAIN AS I
<br />EXISTING TELEP
<br />CONDUIT STUB I
<br />TO REMAIN AS I
<br />NEW ELECTRI
<br />ADDED AT LOCA
<br />EXISTING COND
<br />IN. RE: ELECTRI
<br />EXISTING TX T
<br />DOOR (TYPE B)
<br />REMAIN AS IS
<br />EXISTING HOUSE
<br />TTC TO REMAIN
<br />EXISTING
<br />1200 SF MERCANTILE SPACE v
<br />OCCUPANT LOAD = 40 PEOPLE
<br />i
<br />�v�
<br />i B-H i i B-G) i B-D h B-C i
<br />ON Life Safety Plan
<br />SCALE: 1/8" = V-0"
<br />60'-0" LEASABLE
<br />OUTSIDE FACE OF WALL TO OUTSIDE FACE OF WALL
<br />58'-7%" INTERIOR CLEAR
<br />FACE OF FINISH TO FACE OF FINISH
<br />n
<br />ALK "--�AREAOF EXISTING SLAB I I
<br />S I LEAVE OUT TO REMAIN
<br />I
<br />HE
<br />SAWCUT EXISTING SLAB AS NEEDED NEW RESTROOM NEW 6' DEMISING I I L
<br />TO EXTEND EXISTING SANITARY LINE REFER TO GENERAL WALL. RE: GENERAL
<br />S ) AND INSTALL NEW BATHROOM FIXTURES NOTE # 3 & 4 NOTE 1 �- \
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<br />CAL PANEL -��, I HOLLOW CORE DOOR. o -off, o
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<br />UIT STUB - �- FILL IN EXISTING SLAB LEAVE OUT w w I,
<br />A NOTE 5 & Al02
<br />CAL o� I IN REAR OF SPACE AS WELL AS w II
<br />ANY AREAS SAWCUT FORT]. WORK
<br />HM -- --- -� B-9 i
<br />TO
<br />jEXISTING FIRE EXTINGUISHER TO BE EXISTING STEEL COLUMN I I
<br />/ TEMP. REMOVED AND RE -INSTALLED TO BE HIDDEN IN NEW WALL
<br />�/ I AFTER NEW SHEATHING IS IN
<br />AS IS FURRING & SHEATHING ADDED TO NEW 6" DEMISING WALL I II
<br />CMU WALL. RE: GENERAL NOTE 2 RE: GENERAL NOTE 1
<br />TO REMA UNAS IS i AREA OF EXISTING SLAB i
<br />i LEAVE OUT TO REMAIN i
<br />i B-H i B-G i i B-D U B-C i
<br />N 2 Floor Plan
<br />SCALE: 1/8' = V-0"
<br />EXISTING SCONI
<br />LIGHT FIXTURE
<br />TO REMAIN AS I;
<br />EXISTING EXIT L
<br />FIXTURE AT REA
<br />TO REMAIN AS I;
<br />EXISTING RAIN F
<br />OVER REAR DO(
<br />TO REMAIN AS I;
<br />A
<br />FIRE SPRINKLER NEW 2' X 4' ACOUSTICAL TILE EXHAUST FAN NEW HVAC SUPPLY AIR EXISTIN
<br />HEAD MOUNTED CEILINGS MOUNTED AT 10'-O" IN RESTROOM DIFFUSERS MOUNTED LIGHT F
<br />IN CEILING ABOVE FLOORS IN RESTROOM CEILING IN CEILING TO REM
<br />AND IN MAIN ROOML I
<br />-----------�B-1a
<br />0 ® EXISTIN
<br />• • • •0 ABOVE;
<br />TO REM
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<br />EXISTIN
<br />FIXTURE
<br />TO REM
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<br />Z DOOR • ®1910- • 0EXISTIN
<br />LIGHT F
<br />TO REM
<br />OOD
<br />IR B-9
<br />NEW 2 X 4 FLUORESCENT NEW WALL MOUNTED HVAC RETURN AIR EXISTING 4 TON RTU ABOVE
<br />LIGHT FIXTURES EMERGENCY GRILLE MOUNTED TO BE WIRED AND DUCTED.
<br />MOUNTED IN CEILINGS LIGHT FIXTURES IN CEILING RE: MECH & ELEC PLANS
<br />I I
<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 />TO REMAIN AS IS
<br />AWNING ABOVE
<br />(SHOWN DASHED)
<br />TO REMAIN AS IS
<br />CONCRETE SIDEWALK
<br />TO REMAIN AS IS
<br />LANDSCAPE AREA
<br />TO REMAIN AS IS
<br />3 SCONCE
<br />XTURE
<br />UN AS IS
<br />3AWNING
<br />'oTOREFRONT
<br />kIN AS IS
<br />3 EXIT LIGHT
<br />AT FRONT DOOR
<br />UN AS IS
<br />3SCONCE
<br />XTURE
<br />UN 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 (WI 2009AMENDMENTS)
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2007 (WI 2009 AMENDMENTS)
<br />(CHAPTER 36 - NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS)
<br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING -2007 (WI 2009 AMENDMENTS)
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL-2007 (W/2009AMENDMENTS)
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />(CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE)
<br />FUELIGAS: FLORIDA BUILDING CODE, FUELIGAS - 2007 (W/ 2009 AMENDMENTS)
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009AMENDMENTS)
<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 />BUILDINGAND CONSTRUCTION DATA
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUP M - MERCANTILE
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, FULLY SPRINKLERED
<br />MAXIMUM HEIGHT AND AREA (FBC TABLE 503)
<br />MAXIMUM HEIGHT 55'-0" - FOUR STORIES
<br />ACTUAL HEIGHT 38'-6" - ONE STORY
<br />MAXIMUM AREA 50,000 SF*
<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 />FLOOR PLAN GENERAL NOTES:
<br />1. NEW 6" DEMISING WALLS SHALL HAVE 518' 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, 5/8' SHEATHING
<br />SHALL BE ADDED OVER 1.5' FURRING STRIPS @ 24" OC AND 1.5" RIGID
<br />INSULATION. FURRING, SHEATHING, AND INSULATION SHALL TERMINATE
<br />10'-W AFF. SHEATHING SHALL BE RETURNED INSIDE OF CMU OPENING
<br />TO DOOR FRAME. ALL SHEATHING SHALL BE PAINT READY.
<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'-0' 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-N4" 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, I WALL STOP,1 CLOSER, AND 1 "PASSAGE LATCH'
<br />LOCKSET. THE DOOR SHALL ALSO RECEIVE ADAACCESSIBLE SIGNAGE
<br />AS REQUIRED BY CODE.
<br />6. CONTRACTOR TO FIELD VERIFYALL DIMENSIONS AND CONDITIONS.
<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. EXISTING EXIT LIGHTS SHALL BE RE -WIRED FROM THE
<br />EXISTING HOUSE PANEL TO THE NEW TENANT PANEL.
<br />5. ALL NEW WALL MOUNTED EMERGENCY LIGHT FIXTURES
<br />AND ALL NEW 2 X 4 FLUORESCENT LIGHT FIXTURES SHALL
<br />BE WIRED TO THE NEW TENANT PANEL.
<br />6. 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 />7. THE EXISTING RTU AND THE NEW EXHAUST FAN SHALL
<br />BE WIRED TO THE NEW TENANT PANEL.
<br />B. 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 EXTERII
<br />FINISHES TO REM
<br />AS THEY ARE
<br />EXISTING EXTERII
<br />SIDEWALKS AND
<br />ADJACENT LAND;
<br />AREAS TO REMAII
<br />AS THEYARE
<br />PLAN VIEW
<br />FIRE RATING REQUIREMENTS
<br />FBC TABLES 601 & 602 - FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE II-B
<br />ELEMENT REQUIRED FIRE RATING
<br />STRUCTURAL FRAME 0 HR
<br />LOAD BEARING EXTERIOR WALLS 0 HR
<br />(F.S.D. < 6)
<br />LOAD BEARING EXTERIOR WALLS 1 HR PROVIDED AS
<br />(F.S.D. BETWEEN 5' & IM PART OF SHELL
<br />LOAD BEARING EXTERIOR WALLS 2 HR
<br />(F.S.D. > 101
<br />ROOF CONSTRUCTION 0 HR
<br />FLOOR CONSTRUCTION 0 HR
<br />NON BEARING INTERIOR WALLS 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 A-FLAMESPREAD 0-25, SMOKE DEV 0-450
<br />CLASSIFICATIONS B-FLAMESPREAD 26-75, SMOKE DEV. 0-450
<br />C-FLAMESPREAD 76-200, SMOKE DEV 0-450
<br />TABLE 803.5 - REQUIRED EXIT PASSAGEWAYS - CLASS B
<br />FLAMESPREAD FOR MERCANTILE EXIT ACCESS CORRIDORS - CLASS C
<br />OCCUPANCY (SPRINKLERED) ROOMS & OTHER SPACES - CLASS C
<br />FIRE PROTECTION SYSTEMS, FBC 900
<br />FBC 903 - SPRINKLERS DESIGN STANDARD NFPA 13 AS
<br />MODIFIED BY NFPA231 & NFPA 231C
<br />FBC 903.2.6 - GROUP M REQUIREMENTS FIRE SPRINKLERS REQUIRED IN GROUP
<br />M WHEN GROSS AREA > 12,000 SF
<br />(REQUIRED, PROVIDED)
<br />FBC 906 - PORTABLE FIRE EXTINGUISHERS EACH TENANT SPACE IS PROVIDED WITH
<br />A PORTABLE FIRE EXTINGUISHER
<br />FBC 907.2.7 - FIRE ALARMS FIRE ALARMS REQUIRED IN GROUP M
<br />WHEN OCCUPANT LOAD > 500
<br />(REQUIRED, PROVIDED)
<br />AExisting Masonry Wall
<br />EXISTING MASONRY WALL WITH FRAMING AND
<br />SHEATHING ADDED TO THE INTERIOR SIDE.
<br />TO BE USED ALONG ENTIRE REAR WALL OF SPACE B5
<br />SCALE: 1 1/2" = V-0'
<br />SECTION
<br />1/2' GYP BOARD E
<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 />i
<br />,I NO FIRE RATING
<br />Ci TO BE USED FOR RESTROOM WET WALL.
<br />SCALE: 1 1/7 = V-0'
<br />i
<br />i B-H)i B-G) i B-D b B-C i
<br />ON 3 Reflected Ceiling Plan
<br />,
<br />SCALE: 1 /8.=1-0.
<br />FURRING, SHEATHING,
<br />& INSULATION TO RUN
<br />FROM FLOOR SLAB
<br />TO 6" ABOVE CEILING
<br />SUSPENDED CEILING
<br />RE: CEILING PLAN
<br />518' GYP BOARD OVER
<br />1 1/2" Z-FURRING
<br />CHANNELS @ 24" OC
<br />MAX SPACING
<br />1 1/2" RIGID
<br />INSULATION
<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 />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 />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 B5. 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 B5. 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 25V 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 />B5 M 1,200 1/30 40 6.0" / 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 LAY DF
<br />B5 1,200 40 1/ 1 1/ 1 1/ 2
<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 />' EXISTING ROOF DECK
<br />CONTINUOUS STUD AT
<br />TOP OF WALL
<br />-� MTL STUD FRAMING
<br />600SI25-43 @ 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 />EXISTING CONCRETE
<br />FLOOR SLAB TO
<br />REMAIN AS IS
<br />BNew 6" Metal Stud Wall
<br />1 HOUR FIRE RATING
<br />TO BE USED FOR BOTH TENANT DEMISING WALLS
<br />SCALE: 1 1/2" = V-0'
<br />SECTION
<br />1/2" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEAF""
<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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<br />i LEAVE OUT TO REMAIN i
<br />i B-H i B-G i i B-D U B-C i
<br />N 2 Floor Plan
<br />SCALE: 1/8' = V-0"
<br />EXISTING SCONI
<br />LIGHT FIXTURE
<br />TO REMAIN AS I;
<br />EXISTING EXIT L
<br />FIXTURE AT REA
<br />TO REMAIN AS I;
<br />EXISTING RAIN F
<br />OVER REAR DO(
<br />TO REMAIN AS I;
<br />A
<br />FIRE SPRINKLER NEW 2' X 4' ACOUSTICAL TILE EXHAUST FAN NEW HVAC SUPPLY AIR EXISTIN
<br />HEAD MOUNTED CEILINGS MOUNTED AT 10'-O" IN RESTROOM DIFFUSERS MOUNTED LIGHT F
<br />IN CEILING ABOVE FLOORS IN RESTROOM CEILING IN CEILING TO REM
<br />AND IN MAIN ROOML I
<br />-----------�B-1a
<br />0 ® EXISTIN
<br />• • • •0 ABOVE;
<br />TO REM
<br />'E
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<br />FIXTURE
<br />TO REM
<br />GHT _
<br />Z DOOR • ®1910- • 0EXISTIN
<br />LIGHT F
<br />TO REM
<br />OOD
<br />IR B-9
<br />NEW 2 X 4 FLUORESCENT NEW WALL MOUNTED HVAC RETURN AIR EXISTING 4 TON RTU ABOVE
<br />LIGHT FIXTURES EMERGENCY GRILLE MOUNTED TO BE WIRED AND DUCTED.
<br />MOUNTED IN CEILINGS LIGHT FIXTURES IN CEILING RE: MECH & ELEC PLANS
<br />I I
<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 />TO REMAIN AS IS
<br />AWNING ABOVE
<br />(SHOWN DASHED)
<br />TO REMAIN AS IS
<br />CONCRETE SIDEWALK
<br />TO REMAIN AS IS
<br />LANDSCAPE AREA
<br />TO REMAIN AS IS
<br />3 SCONCE
<br />XTURE
<br />UN AS IS
<br />3AWNING
<br />'oTOREFRONT
<br />kIN AS IS
<br />3 EXIT LIGHT
<br />AT FRONT DOOR
<br />UN AS IS
<br />3SCONCE
<br />XTURE
<br />UN 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 (WI 2009AMENDMENTS)
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2007 (WI 2009 AMENDMENTS)
<br />(CHAPTER 36 - NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS)
<br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING -2007 (WI 2009 AMENDMENTS)
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL-2007 (W/2009AMENDMENTS)
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />(CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE)
<br />FUELIGAS: FLORIDA BUILDING CODE, FUELIGAS - 2007 (W/ 2009 AMENDMENTS)
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009AMENDMENTS)
<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 />BUILDINGAND CONSTRUCTION DATA
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUP M - MERCANTILE
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, FULLY SPRINKLERED
<br />MAXIMUM HEIGHT AND AREA (FBC TABLE 503)
<br />MAXIMUM HEIGHT 55'-0" - FOUR STORIES
<br />ACTUAL HEIGHT 38'-6" - ONE STORY
<br />MAXIMUM AREA 50,000 SF*
<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 />FLOOR PLAN GENERAL NOTES:
<br />1. NEW 6" DEMISING WALLS SHALL HAVE 518' 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, 5/8' SHEATHING
<br />SHALL BE ADDED OVER 1.5' FURRING STRIPS @ 24" OC AND 1.5" RIGID
<br />INSULATION. FURRING, SHEATHING, AND INSULATION SHALL TERMINATE
<br />10'-W AFF. SHEATHING SHALL BE RETURNED INSIDE OF CMU OPENING
<br />TO DOOR FRAME. ALL SHEATHING SHALL BE PAINT READY.
<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'-0' 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-N4" 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, I WALL STOP,1 CLOSER, AND 1 "PASSAGE LATCH'
<br />LOCKSET. THE DOOR SHALL ALSO RECEIVE ADAACCESSIBLE SIGNAGE
<br />AS REQUIRED BY CODE.
<br />6. CONTRACTOR TO FIELD VERIFYALL DIMENSIONS AND CONDITIONS.
<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. EXISTING EXIT LIGHTS SHALL BE RE -WIRED FROM THE
<br />EXISTING HOUSE PANEL TO THE NEW TENANT PANEL.
<br />5. ALL NEW WALL MOUNTED EMERGENCY LIGHT FIXTURES
<br />AND ALL NEW 2 X 4 FLUORESCENT LIGHT FIXTURES SHALL
<br />BE WIRED TO THE NEW TENANT PANEL.
<br />6. 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 />7. THE EXISTING RTU AND THE NEW EXHAUST FAN SHALL
<br />BE WIRED TO THE NEW TENANT PANEL.
<br />B. 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 EXTERII
<br />FINISHES TO REM
<br />AS THEY ARE
<br />EXISTING EXTERII
<br />SIDEWALKS AND
<br />ADJACENT LAND;
<br />AREAS TO REMAII
<br />AS THEYARE
<br />PLAN VIEW
<br />FIRE RATING REQUIREMENTS
<br />FBC TABLES 601 & 602 - FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE II-B
<br />ELEMENT REQUIRED FIRE RATING
<br />STRUCTURAL FRAME 0 HR
<br />LOAD BEARING EXTERIOR WALLS 0 HR
<br />(F.S.D. < 6)
<br />LOAD BEARING EXTERIOR WALLS 1 HR PROVIDED AS
<br />(F.S.D. BETWEEN 5' & IM PART OF SHELL
<br />LOAD BEARING EXTERIOR WALLS 2 HR
<br />(F.S.D. > 101
<br />ROOF CONSTRUCTION 0 HR
<br />FLOOR CONSTRUCTION 0 HR
<br />NON BEARING INTERIOR WALLS 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 A-FLAMESPREAD 0-25, SMOKE DEV 0-450
<br />CLASSIFICATIONS B-FLAMESPREAD 26-75, SMOKE DEV. 0-450
<br />C-FLAMESPREAD 76-200, SMOKE DEV 0-450
<br />TABLE 803.5 - REQUIRED EXIT PASSAGEWAYS - CLASS B
<br />FLAMESPREAD FOR MERCANTILE EXIT ACCESS CORRIDORS - CLASS C
<br />OCCUPANCY (SPRINKLERED) ROOMS & OTHER SPACES - CLASS C
<br />FIRE PROTECTION SYSTEMS, FBC 900
<br />FBC 903 - SPRINKLERS DESIGN STANDARD NFPA 13 AS
<br />MODIFIED BY NFPA231 & NFPA 231C
<br />FBC 903.2.6 - GROUP M REQUIREMENTS FIRE SPRINKLERS REQUIRED IN GROUP
<br />M WHEN GROSS AREA > 12,000 SF
<br />(REQUIRED, PROVIDED)
<br />FBC 906 - PORTABLE FIRE EXTINGUISHERS EACH TENANT SPACE IS PROVIDED WITH
<br />A PORTABLE FIRE EXTINGUISHER
<br />FBC 907.2.7 - FIRE ALARMS FIRE ALARMS REQUIRED IN GROUP M
<br />WHEN OCCUPANT LOAD > 500
<br />(REQUIRED, PROVIDED)
<br />AExisting Masonry Wall
<br />EXISTING MASONRY WALL WITH FRAMING AND
<br />SHEATHING ADDED TO THE INTERIOR SIDE.
<br />TO BE USED ALONG ENTIRE REAR WALL OF SPACE B5
<br />SCALE: 1 1/2" = V-0'
<br />SECTION
<br />1/2' GYP BOARD E
<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 />i
<br />,I NO FIRE RATING
<br />Ci TO BE USED FOR RESTROOM WET WALL.
<br />SCALE: 1 1/7 = V-0'
<br />i
<br />i B-H)i B-G) i B-D b B-C i
<br />ON 3 Reflected Ceiling Plan
<br />,
<br />SCALE: 1 /8.=1-0.
<br />FURRING, SHEATHING,
<br />& INSULATION TO RUN
<br />FROM FLOOR SLAB
<br />TO 6" ABOVE CEILING
<br />SUSPENDED CEILING
<br />RE: CEILING PLAN
<br />518' GYP BOARD OVER
<br />1 1/2" Z-FURRING
<br />CHANNELS @ 24" OC
<br />MAX SPACING
<br />1 1/2" RIGID
<br />INSULATION
<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 />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 />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 B5. 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 B5. 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 25V 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 />B5 M 1,200 1/30 40 6.0" / 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 LAY DF
<br />B5 1,200 40 1/ 1 1/ 1 1/ 2
<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 />' EXISTING ROOF DECK
<br />CONTINUOUS STUD AT
<br />TOP OF WALL
<br />-� MTL STUD FRAMING
<br />600SI25-43 @ 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 />EXISTING CONCRETE
<br />FLOOR SLAB TO
<br />REMAIN AS IS
<br />BNew 6" Metal Stud Wall
<br />1 HOUR FIRE RATING
<br />TO BE USED FOR BOTH TENANT DEMISING WALLS
<br />SCALE: 1 1/2" = V-0'
<br />SECTION
<br />1/2" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEAF""
<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
<br />C
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<br />A101
<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 />TO REMAIN AS IS
<br />AWNING ABOVE
<br />(SHOWN DASHED)
<br />TO REMAIN AS IS
<br />CONCRETE SIDEWALK
<br />TO REMAIN AS IS
<br />LANDSCAPE AREA
<br />TO REMAIN AS IS
<br />3 SCONCE
<br />XTURE
<br />UN AS IS
<br />3AWNING
<br />'oTOREFRONT
<br />kIN AS IS
<br />3 EXIT LIGHT
<br />AT FRONT DOOR
<br />UN AS IS
<br />3SCONCE
<br />XTURE
<br />UN 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 (WI 2009AMENDMENTS)
<br />FIRE: FLORIDA FIRE PREVENTION CODE - 2007 (WI 2009 AMENDMENTS)
<br />(CHAPTER 36 - NFPA 1 & NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS)
<br />PLUMBING: FLORIDA BUILDING CODE, PLUMBING -2007 (WI 2009 AMENDMENTS)
<br />MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL-2007 (W/2009AMENDMENTS)
<br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2007 (W/ 2009 AMENDMENTS)
<br />(CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE)
<br />FUELIGAS: FLORIDA BUILDING CODE, FUELIGAS - 2007 (W/ 2009 AMENDMENTS)
<br />ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009AMENDMENTS)
<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 />BUILDINGAND CONSTRUCTION DATA
<br />OCCUPANCY CLASSIFICATION (FBC 309) GROUP M - MERCANTILE
<br />CONSTRUCTION TYPE (FBC TABLE 601) TYPE II-B, FULLY SPRINKLERED
<br />MAXIMUM HEIGHT AND AREA (FBC TABLE 503)
<br />MAXIMUM HEIGHT 55'-0" - FOUR STORIES
<br />ACTUAL HEIGHT 38'-6" - ONE STORY
<br />MAXIMUM AREA 50,000 SF*
<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 />FLOOR PLAN GENERAL NOTES:
<br />1. NEW 6" DEMISING WALLS SHALL HAVE 518' 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, 5/8' SHEATHING
<br />SHALL BE ADDED OVER 1.5' FURRING STRIPS @ 24" OC AND 1.5" RIGID
<br />INSULATION. FURRING, SHEATHING, AND INSULATION SHALL TERMINATE
<br />10'-W AFF. SHEATHING SHALL BE RETURNED INSIDE OF CMU OPENING
<br />TO DOOR FRAME. ALL SHEATHING SHALL BE PAINT READY.
<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'-0' 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-N4" 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, I WALL STOP,1 CLOSER, AND 1 "PASSAGE LATCH'
<br />LOCKSET. THE DOOR SHALL ALSO RECEIVE ADAACCESSIBLE SIGNAGE
<br />AS REQUIRED BY CODE.
<br />6. CONTRACTOR TO FIELD VERIFYALL DIMENSIONS AND CONDITIONS.
<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. EXISTING EXIT LIGHTS SHALL BE RE -WIRED FROM THE
<br />EXISTING HOUSE PANEL TO THE NEW TENANT PANEL.
<br />5. ALL NEW WALL MOUNTED EMERGENCY LIGHT FIXTURES
<br />AND ALL NEW 2 X 4 FLUORESCENT LIGHT FIXTURES SHALL
<br />BE WIRED TO THE NEW TENANT PANEL.
<br />6. 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 />7. THE EXISTING RTU AND THE NEW EXHAUST FAN SHALL
<br />BE WIRED TO THE NEW TENANT PANEL.
<br />B. 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 EXTERII
<br />FINISHES TO REM
<br />AS THEY ARE
<br />EXISTING EXTERII
<br />SIDEWALKS AND
<br />ADJACENT LAND;
<br />AREAS TO REMAII
<br />AS THEYARE
<br />PLAN VIEW
<br />FIRE RATING REQUIREMENTS
<br />FBC TABLES 601 & 602 - FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE II-B
<br />ELEMENT REQUIRED FIRE RATING
<br />STRUCTURAL FRAME 0 HR
<br />LOAD BEARING EXTERIOR WALLS 0 HR
<br />(F.S.D. < 6)
<br />LOAD BEARING EXTERIOR WALLS 1 HR PROVIDED AS
<br />(F.S.D. BETWEEN 5' & IM PART OF SHELL
<br />LOAD BEARING EXTERIOR WALLS 2 HR
<br />(F.S.D. > 101
<br />ROOF CONSTRUCTION 0 HR
<br />FLOOR CONSTRUCTION 0 HR
<br />NON BEARING INTERIOR WALLS 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 A-FLAMESPREAD 0-25, SMOKE DEV 0-450
<br />CLASSIFICATIONS B-FLAMESPREAD 26-75, SMOKE DEV. 0-450
<br />C-FLAMESPREAD 76-200, SMOKE DEV 0-450
<br />TABLE 803.5 - REQUIRED EXIT PASSAGEWAYS - CLASS B
<br />FLAMESPREAD FOR MERCANTILE EXIT ACCESS CORRIDORS - CLASS C
<br />OCCUPANCY (SPRINKLERED) ROOMS & OTHER SPACES - CLASS C
<br />FIRE PROTECTION SYSTEMS, FBC 900
<br />FBC 903 - SPRINKLERS DESIGN STANDARD NFPA 13 AS
<br />MODIFIED BY NFPA231 & NFPA 231C
<br />FBC 903.2.6 - GROUP M REQUIREMENTS FIRE SPRINKLERS REQUIRED IN GROUP
<br />M WHEN GROSS AREA > 12,000 SF
<br />(REQUIRED, PROVIDED)
<br />FBC 906 - PORTABLE FIRE EXTINGUISHERS EACH TENANT SPACE IS PROVIDED WITH
<br />A PORTABLE FIRE EXTINGUISHER
<br />FBC 907.2.7 - FIRE ALARMS FIRE ALARMS REQUIRED IN GROUP M
<br />WHEN OCCUPANT LOAD > 500
<br />(REQUIRED, PROVIDED)
<br />AExisting Masonry Wall
<br />EXISTING MASONRY WALL WITH FRAMING AND
<br />SHEATHING ADDED TO THE INTERIOR SIDE.
<br />TO BE USED ALONG ENTIRE REAR WALL OF SPACE B5
<br />SCALE: 1 1/2" = V-0'
<br />SECTION
<br />1/2' GYP BOARD E
<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 />i
<br />,I NO FIRE RATING
<br />Ci TO BE USED FOR RESTROOM WET WALL.
<br />SCALE: 1 1/7 = V-0'
<br />i
<br />i B-H)i B-G) i B-D b B-C i
<br />ON 3 Reflected Ceiling Plan
<br />,
<br />SCALE: 1 /8.=1-0.
<br />FURRING, SHEATHING,
<br />& INSULATION TO RUN
<br />FROM FLOOR SLAB
<br />TO 6" ABOVE CEILING
<br />SUSPENDED CEILING
<br />RE: CEILING PLAN
<br />518' GYP BOARD OVER
<br />1 1/2" Z-FURRING
<br />CHANNELS @ 24" OC
<br />MAX SPACING
<br />1 1/2" RIGID
<br />INSULATION
<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 />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 />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 B5. 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 B5. 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 25V 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 />B5 M 1,200 1/30 40 6.0" / 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 LAY DF
<br />B5 1,200 40 1/ 1 1/ 1 1/ 2
<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 />' EXISTING ROOF DECK
<br />CONTINUOUS STUD AT
<br />TOP OF WALL
<br />-� MTL STUD FRAMING
<br />600SI25-43 @ 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 />EXISTING CONCRETE
<br />FLOOR SLAB TO
<br />REMAIN AS IS
<br />BNew 6" Metal Stud Wall
<br />1 HOUR FIRE RATING
<br />TO BE USED FOR BOTH TENANT DEMISING WALLS
<br />SCALE: 1 1/2" = V-0'
<br />SECTION
<br />1/2" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEAF""
<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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<br />AExisting Masonry Wall
<br />EXISTING MASONRY WALL WITH FRAMING AND
<br />SHEATHING ADDED TO THE INTERIOR SIDE.
<br />TO BE USED ALONG ENTIRE REAR WALL OF SPACE B5
<br />SCALE: 1 1/2" = V-0'
<br />SECTION
<br />1/2' GYP BOARD E
<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 />i
<br />,I NO FIRE RATING
<br />Ci TO BE USED FOR RESTROOM WET WALL.
<br />SCALE: 1 1/7 = V-0'
<br />i
<br />i B-H)i B-G) i B-D b B-C i
<br />ON 3 Reflected Ceiling Plan
<br />,
<br />SCALE: 1 /8.=1-0.
<br />FURRING, SHEATHING,
<br />& INSULATION TO RUN
<br />FROM FLOOR SLAB
<br />TO 6" ABOVE CEILING
<br />SUSPENDED CEILING
<br />RE: CEILING PLAN
<br />518' GYP BOARD OVER
<br />1 1/2" Z-FURRING
<br />CHANNELS @ 24" OC
<br />MAX SPACING
<br />1 1/2" RIGID
<br />INSULATION
<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 />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 />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 B5. 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 B5. 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 25V 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 />B5 M 1,200 1/30 40 6.0" / 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 LAY DF
<br />B5 1,200 40 1/ 1 1/ 1 1/ 2
<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 />' EXISTING ROOF DECK
<br />CONTINUOUS STUD AT
<br />TOP OF WALL
<br />-� MTL STUD FRAMING
<br />600SI25-43 @ 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 />EXISTING CONCRETE
<br />FLOOR SLAB TO
<br />REMAIN AS IS
<br />BNew 6" Metal Stud Wall
<br />1 HOUR FIRE RATING
<br />TO BE USED FOR BOTH TENANT DEMISING WALLS
<br />SCALE: 1 1/2" = V-0'
<br />SECTION
<br />1/2" GYP BOARD BOTH
<br />SIDES OF FRAMING.
<br />FRAMING, SHEAF""
<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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