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.101 <br />N Life Safety Plan <br />SCALE: 1/8' =1'-0' <br />36" HIGH X 24" DEEP KITCHEN COUNTER <br />KITCHEN SINK WITH 36" HIGH <br />WITH CABINETS ABOVE AND BELOW. <br />COUNTER AND CABINET <br />KITCHEN FINISHES AND HARDWARE <br />BELOW. KITCHEN FINISHES <br />SHALL BE SELECTED BY THE OWNER. <br />AND HARDWARE SHALL BE <br />SELECTED BY THE OWNER. <br />AREA OF EXISTING SLAB <br />EXISTING STEEL COLUMN <br />LEAVE OUT TO REMAIN <br />TO BE HIDDEN IN NEW WALL <br />6' V-0' 01 3'-4' -6" <br />10 <br />EXISTING PILASTER <br />TO REMAIN AS IS <br />EXISTING <br />DOWNSPOUT <br />a <br />D `4 <br />TO REMAIN AS IS <br />B l <br />B o <br />B <br />Uj ?� <br />NEW ELECTRICAL <br />I <br />LL ? <br />D <br />PANEL. RE: E101 <br />DOOR Imo— <br />EDGE OF EXISTING o <br />TYPE C1 I <br />SLAB LEAVE OUT wo <br />EXISTING 3' X T HM <br />I <br />O <br />DOOR (TYPE B) TO <br />FILL IN EXISTING SLAB w <br />-i w <br />NO FINISHES ADDED q <br />REMAIN AS IS <br />LEAVE OUT IN REAR OF a z <br />TO REAR CMU WALL D <br />SPACE AND ANY AREAS w <br />OUTSIDE OF RESTROOM <br />D <br />SAWCUT FOR T.I. WORK Uo <br />19 <br />EXISTING REAR <br />A C <br />4 J <br />CONCR. SIDEWALK <br />NEW RESTROOM. RE: Al02 N <br />A A <br />TO REMAIN AS IS <br />EXISTING LANDSCAPE <br />AREA TO REMAIN AS IS <br />I . <br />70'-0' LEASABLE <br />OUTSIDE FACE OF WALL UTSIDE FACE OF WALL <br />D-E <br />D-D <br />EXISTING RAIN HOOD <br />OVER REAR DOOR <br />TO REMAIN AS IS <br />NEW EXIT LIGHT - <br />FIXTURE. RE: E101 <br />EXISTING SCONCE <br />LIGHT FIXTURE <br />TO BE REWIRED. <br />RE: E101 <br />N 2 Floor Plan <br />SCALE: 1/8' =1'-0' <br />NEW WALL MOUNTED <br />EMERGENCY LIGHT <br />FIXTURE. RE: E101 <br />NEW HVAC RETURN AIR <br />GRILLE MOUNTED <br />IN CEILING. RE: M101 <br />DOOR <br />TYPE C2 <br />NEW TENANT <br />DEMISING WALL <br />LANDSCAPE AREA <br />TO REMAIN AS IS <br />— - <br />— - <br />, <br />v <br />EXISTING FRONT FRAMED <br />WALL TO REMAIN AS IS <br />EXISTING 9' HIGH <br />STOREFRONT SYSTEM <br />W/ T X T DOOR (TYPE A) <br />TO REMAIN AS IS <br />CONCRETE SIDEWALK <br />TO REMAIN AS IS <br />A <br />RAMP TO REMAIN AS IS <br />v <br />NEW HVAC SUPPLY AIR <br />DIFFUSER MOUNTED <br />IN CEILING. RE: M101 <br />I <br />L <br />I NEW EXHAUST FAN <br />I <br />L NEW 2' X 4' ACOUSTICAL TILE I <br />L EXISTING 5 TON RTU <br />n <br />II <br />L NEW 2 X 4 CEILING II <br />I IN RESTROOM <br />CEILINGS MOUNTED AT 1V-0" I <br />ON ROOF ABOVE <br />MOUNTED LIGHT <br />I <br />I CEILING. RE: M101 <br />AFF IN ENTIRE SPACE I <br />RE: M101 & E101 <br />FIXTURES. RE: E101 <br />I <br />I <br />D-E <br />D-D <br />k D-CvD-B <br />N 3 Reflected Ceiling Plan <br />, <br />SCALE: 1/8. =1-0. <br />- — - — - — - — - I D-21 <br />v <br />EXISTING SCONCE <br />LIGHT FD(TURE <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 />�\ <br />v <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 2009 AMENDMENTS) <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 (WI 2009 AMENDMENTS) <br />ELECTRICAL: FLORIDA BUILDING CODE, BUILDING - 2007 (WI 2009 AMENDMENTS) <br />(CHAPTER 27 - NFPA 70, NATIONAL ELECTRIC CODE) <br />FUEL/GAS: FLORIDA BUILDING CODE, FUEUGAS - 2007 (WI 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 />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 HEIGHT AND 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 />ACTUAL AREAS 8,600 SF <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 ALL AREAS SHALL <br />BE EXPOSED CONCRETE. NO OTHER WALLS SHALL RECEIVE BASES. <br />5. REFER TO A102 FOR COMPLETE BATHROOM INFORMATION. <br />6. REFER TO Al02 FOR COMPLETE DOOR & HARDWARE INFORMATION. <br />7. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. <br />8. GC MAY SUBMITALTERNATE 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 IV-WAFF 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 El01 FOR COMPLETE WIRING INFORMATION <br />FOR THE HVAC SYSTEM. <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 />ADJACENT LANDS <br />AREAS TO REMAII <br />AS THEYARE <br />PLAN VIEW <br />SECTION <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. < 5') <br />LOAD BEARING EXTERIOR WALLS <br />1 HR <br />PROVIDED AS <br />(F.S.D. BETWEEN 5' & 101 <br />PART OF SHELL <br />LOAD BEARING EXTERIOR WALLS <br />0 HR <br />(F.S.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 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 & 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 />A PORTABLE 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 Mason Wall <br />EXISTING MASONRY WALL WITH FRAMING AND <br />SHEATHING ADDED TO THE INTERIOR SIDE. <br />TO BE USED ALONG ENTIRE SIDE WALLAND REAR <br />WALL INSIDE THE RESTROOM. <br />SCALE: 110 = VV <br />1/2' GYP BOARD BOTH <br />SIDES OF FRAMING. <br />FRAMING, SHEATI <br />& INSULATION TO <br />TERMINATE 6'AB( <br />CEILING. <br />New 6" Metal Stud Wall <br />NO FIRE RATING <br />TO BE USED FOR RESTROOM WET WALL. <br />SCALE: 1 1/2' =1'-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 />60OS125-43 @ 24' OC <br />LAY -IN CEILING, RE: RCP <br />R-19 SOUND BATTS <br />CONTKIOUS STUD TRACK <br />60OT125.43 <br />6' VINYL BASE ON INSIDE <br />OF BATHROOM ONLY <br />NEW CONCRETE FLOOR <br />SLAB IN AREA OF EXISTING <br />SLAB LEAVE OUT <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 />D1 M 1,400 1/30 47 9.4' / 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 />D1 1,400 47 WC LAY DF <br />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 />BNew 6" Metal Stud Wall <br />1 HOUR FIRE RATING <br />TO BE USED FOR TENANT DEMISING WALL <br />SCALE: 1 1/2' =1'-0' <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 />i W.1 N VATAf <br />DNew 3-5/8" Metal Stud Wall <br />NO FIRE RATING <br />TO BE USED FOR THE OTHER INTERIOR WALLS <br />SCALE: 1 112" = V-0" <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 60OT12543 <br />EXISTING CONCRETE <br />FLOOR SLAB TO <br />REMAIN AS IS <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 />V <br />c <br />C <br />O <br />O <br />�i0 <br />W <br />CZ� <br />'LUG <br />(D0LL <br />W Q <br />a ._tea <br />Z a,ca <br />U <br />Vn <br />0 <br />E <br />E <br />0 <br />U <br />L <br />i <br />CL <br />CD <br />N o <br />CUo <br />�■ J <br />Q m <br />a <br />Qi <br />V ' <br />� LL <br />r /�� <br />�+ / ED J <br />LU <br />� J= <br />cu(9} <br />0 <br />�COa <br />��N <br />Ia <br />a <br />_cu <br />a- <br />r <br />w <br />CIO <br />W cnw <br />x <br />co <br />O <br />.� <br />co <br />z <br />� <br />wM <br />J � <br />N <br />z <br />Uj <br />ww <br />#� <br />� <br />W <br />H <br />W <br />a <br />N <br />W_� <br />J <br />W <br />zrn1 <br />c <br />~ <br />W <br />cep <br />N <br />w <br />C <br />N <br />z <br />W <br />C9 <br />0 <br />w <br />U <br />LU <br />M <br />Al 01 <br />