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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 />� <br />B- odo <br />/ <br />THE EXISTING DOOR HARDWARE <br />� <br />do <br />ON THE EXISTING FRONT AND REAR <br />do / <br />�, <br />= <br />DOORS MEETS ADA REQUIREMENTS <br />dO <br />./ <br />/' <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) <br />ao** <br />EGRESS CAPACITY <br />• � <br />•woop <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 �- \ <br />-- -----iB-10) <br />B r------------ -- --SIB B - <br />p I <br />S A I EDGE OF EXISTING I I D o 9 I IvNpl (' <br />F" <br />SLAB LEAVE OUT „� o I <br />HONE I M Z a I I <br />8 I 29'-11" C 8'-0° C-) <br />0 o <br />J J Z <br />I 4 a <br />ED Z <br />CAL PANEL -��, I HOLLOW CORE DOOR. o -off, o <br />TION OF I (TYPE C) RE: GENERAL � <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 <br />'E <br />EXISTIN <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 <br />0 <br />E <br />E <br />0 <br />U <br />L <br />i <br />CDL <br />Nm <br />♦--• C7 <br />CU o <br />LO J <br />W m <br />U Q <br />LE <br />♦♦ /X-�75 Ui <br />v,mJ <br />�__ <br />a CU�>- <br />aC:)a <br />N <br />0 ��N <br />a <br />Cn <br />Ca <br />LID <br />CD <br />w U <br />CU <br />Q <br />w r) <br />i �/ <br />1 <br />1") C7 <br />03c <br />i <br />w <br />w <br />a <br />o1 <br />o <br />CV <br />J <br />W <br />CD <br />Zrn� Lj <br />i <br />a0 w m <br />a U <br />A101 <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 <br />'E <br />EXISTIN <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 <br />0 <br />E <br />E <br />0 <br />U <br />L <br />i <br />CDL <br />Nm <br />♦--• C7 <br />CU o <br />LO J <br />W m <br />U Q <br />LE <br />♦♦ /X-�75 Ui <br />v,mJ <br />�__ <br />a CU�>- <br />aC:)a <br />N <br />0 ��N <br />a <br />Cn <br />Ca <br />LID <br />CD <br />w U <br />CU <br />Q <br />w r) <br />i �/ <br />1 <br />1") C7 <br />03c <br />i <br />w <br />w <br />a <br />o1 <br />o <br />CV <br />J <br />W <br />CD <br />Zrn� Lj <br />i <br />a0 w m <br />a U <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 <br />C <br />0 <br />E <br />E <br />0 <br />U <br />L <br />i <br />CDL <br />Nm <br />♦--• C7 <br />CU o <br />LO J <br />W m <br />U Q <br />LE <br />♦♦ /X-�75 Ui <br />v,mJ <br />�__ <br />a CU�>- <br />aC:)a <br />N <br />0 ��N <br />a <br />Cn <br />Ca <br />LID <br />CD <br />w U <br />CU <br />Q <br />w r) <br />i �/ <br />1 <br />1") C7 <br />03c <br />i <br />w <br />w <br />a <br />o1 <br />o <br />CV <br />J <br />W <br />CD <br />Zrn� Lj <br />i <br />a0 w m <br />a U <br />A101 <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 <br />0 <br />E <br />E <br />0 <br />U <br />L <br />i <br />CDL <br />Nm <br />♦--• C7 <br />CU o <br />LO J <br />W m <br />U Q <br />LE <br />♦♦ /X-�75 Ui <br />v,mJ <br />�__ <br />a CU�>- <br />aC:)a <br />N <br />0 ��N <br />a <br />Cn <br />Ca <br />LID <br />CD <br />w U <br />CU <br />Q <br />w r) <br />i �/ <br />1 <br />1") C7 <br />03c <br />i <br />w <br />w <br />a <br />o1 <br />o <br />CV <br />J <br />W <br />CD <br />Zrn� Lj <br />i <br />a0 w m <br />a U <br />A101 <br />Cn <br />Ca <br />LID <br />CD <br />w U <br />CU <br />Q <br />w r) <br />i �/ <br />1 <br />1") C7 <br />03c <br />i <br />w <br />w <br />a <br />o1 <br />o <br />CV <br />J <br />W <br />CD <br />Zrn� Lj <br />i <br />a0 w m <br />a U <br />A101 <br />CD <br />Zrn� Lj <br />i <br />a0 w m <br />a U <br />A101 <br />A101 <br />