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1021 ATLANTIC BLVD #975 SLEEK SALON 1 STUDIO A R C H i TE C T U R E 1 3 4 9 1 Isla Vista Drive JACKSONVILLE, FLORIDA 32224 PERMINANT BUILDING CODE SUMMARY: PHONE 321.615-6171 WORKING AREA LIFE SAFETY LEGEND CLEARANCE MARKING GENERAL DESCRIPTION: FL LICENSE NUMBER AA26002202 PROJECT NAME: SLEEK SALON TENANT IMPROVEMENT www.aestudioarchitecture.Com ELEC. 30" X 36" PROJECT LOCATION: ATLANTIC BEACH, FLORIDA PANEL ROOM NAME PROJECT DESCRIPTION: PROPOSED NEW TENANT FIT-OUT'SLEEK SALON' WITH A SQUARE ' D FOOTAGE OF 952 S.F. INTENDED FOR BUSINESS USE. EFjCE ROOM NUMBER -------- I 6 I LIST OF APPLICABLE CODES: 2 112 ■ i S 1. FLORIDA BUILDINGDE-EXISTING BUILDING (FBQ 2014 EDITION 120 ' HALL -'' 2. FLORIDA BUILDING CODE-2014 ❑CCUPANCY ACTUAL AREA ■ N 3. FLORIDA ACCESSIBILITY CODE 2014 ------------1 10 E I 4. FLORIDA FIRE PREVENTION CODE-5TH EDITION TOILET 17 T i N 0 �, 5. FLORIDA MECHANICAL CODE-2014 g1' INDICATES TRAVEL DISTANCE WITH � � � 6. FLORIDA PLUMBING CODE-2014 O� 7. FLORIDA BUILDING CODE 2014, CHAPTER 11 -ACCESSIBILITY PATH OF MAIN EGRESS TO EXIT ■ ■ g6�6 , ' 8. NFPA 1 UNIFORM FIRE CODE,2015 FLORIDA EDITION ■ J.C. 9. NFPA 101, LIFE SAFETY CODE,2015 FLORIDA EDITION __x 160 EXIT CAPACITY a � z A 0 108 10.NATIONAL ELECTRIC CODE,2014 EDITION, NFPA 70 c:) 20 1-HOUR RATED WALL ASSEMBLY ' A OCCUPANCY TYPE: EXISTING BUILDING-BUSINESS-GROUP B ` M CONSTRUCTION TYPE: MINIMUM CONSTRUCTION: IIB FEO FIRE EXTINGUISHER, BRACKET-MOUNTED BUILDING WILL BE OF TYPE IIB (NON-COMBUSTIBLE CONSTRUCTION) FIRE EXTINGUISHER CABINET, wm N I(VAX i TYPE IIB, UNPROTECTED TABLE 503 FEC SEMI-RECESSED(SEE 1/LS-102) i2 j107 ACL M 2 106 ALLOWABLE HEIGHT 30 FT P' PRIMARY EXIT ALLOWABLE STORIES 3 ■ 52 I__ 52 I I AREA PER FLR.,TABLE 503 UNLIMITED S)W- SECONDARY EXIT AREA INCREASES N/A (506.3) ` ----- -----�I 45 M I TOTAL ALLOWABLE AREA PER FLOOR TABLE 503=UNLIMTED DOOR RATING (45 MINUTES) M FIRE RESISTANCE REQUIREMENTS: TABLE 601,TYPE IIB EXIT LIGHT[?ate JSTRUCTURAL FRAME 0 HR. L 0 H thT ■ M EXT. BEARING WALLS 0 HR. EMERGENCY LIGHTING N INT.BEARING WALLS 0 HR. FLOOR CONSTRUCTION 0 HR. ROOF CONSTRUCTION 0 HR. � ' ` Q SMOKE DETECTOR CORRIDOR FIRE RESISTANCE RATING: N/A M -----i ----- ' VERTICAL OPENINGS: (NONE) NOTES: N j 1. SEE ELECTRICAL DRAWINGS FOR FIRE ALARM, EMERGENCY W 0 M EXISTING TENANT � ! WAX N � � � - EXISTING TENANT OCCUPANCY SQUARE FEET: BUSINESS=952/100= 10 OCCUPANTS LIGHTING AND OTHER ELECTRICAL DEVICES. �n FIRE SEPERATION � � 2 105 1 2 104 � FIRE SEPERATION - - WALL - 1 HR I N ■ z V / Q ' ; ' 52 52 I WALL - 1 HR TOTAL OCCUPANTS: 10 OCCUPANTS 2. SQ. FT. INDICATED NOT TO BE USED FOR QUANITIES Q _j < AND BIDDING PURPOSES. 0 _J m OCCUPANT LOAD: ALL OCCUPANTS = 22 OCCUPANTS O ■ i __.__—_T TOTAL MINIMUM OCCUPANT LOAD FOR EXITING: 22 OCCUPANTS U) > LL TOTAL OCCUPANT CAPACITY PROVIDED: 22 OCCUPANTS TYPE 2 ROOM N0. Ne C , z (2) -32" OPENINGS (FISH) j Q \/VAX MINAXj I MIN.TOTAL EGRESS WIDTH REQ'D.: STAIRS:0.3"PER OCCUPANT SERVED (N/A) r U ' i N EGRESS COMPONENTS OTHER THAN STAIRS: TYPE 2 TYPE 1 W z J W 2 ;103 N 2 1 O2! I 0.2" PER OCCUPANT SERVED TITLE TYPE 5 TYPE 3 _jm 52 N 52 i Q Q ! U) _3 U -----� M ---- i 44 MIN. FOR EGRESS CORRIDORS-44"PROVIDED H 6" Ln F- ' ' EXIT CAPACITY REQ'D: LEVEL COMPONENT:22 x 0.2"= 5"REQUIRED /2 EXITS=3" MIN.REQ'D. cn J Q z j Ln Ln ' M PROVIDED CORRIDORS ARE 44"MIN.&EXIT DOORS ARE : Q (2) AT 32"=96"- (PROVIDED) I - oI I CD I � I � Q _ Ln Ln ' I I MIN. NUMBER OF EXITS: N 1-7 N i i MINIMUM NUMBER OF EXITS PER FLOOR NFPA 101,CH. 7.4.1.2= 1 EXIT `-- -' NUMBER OF EXITS PROVIDED: 2 EXITS REVISIONS: ■ DIRECTIONAL i H.C. TOILET-------- SIN M . EXIT ACCESS TRAVEL DISTANCE: 1016.1) SIGN MOUNTING X XX/Xx/Xx ■ i M BUSINESS (B) =200'-MEETS REQUIRED DISTANCE 1/8" THICK PLASTIC --------- (COLOR SELECTED BY COMMON PATH OF TRAVEL: ARCHITECT) ' I BUSINESS (B) =75' -MEETS REQUIRED DISTANCE6,� 6" ■ N ■ THREADING M I DEAD-END CORRIDOR: E:D 10 100 r---- (B) =20' li I ! 336 FIRE SEPARATION OF BUILDINGS (TABLE 602) : N/A i I ' INTERIOR WALL&CLG. FINISH REQ TS.. TYPE: B THIS DRAWING IS AN INSTRUMENT OF (EXCLUDING.WD.TRIM) VERT. EXITS&EXIT PASSAGEWAYS B ¢ AE STUDIO ARCHITECTURE,LLC.�T I I II_Dc EXIST ACCESS CORRIDORS&ExITWAYS C O SHALL NOT BE REPRODUCED IN WHOLE I OR IN PART WITHOUT THE EXPRESS IROOMS AND ENCLOSED SPACES C c) WRITTEN PERMISSION OF AE STUDIO - ' • FE ■ PROVIDE AT ALL H.C. TOILET I— ARCHITECTURE,LLC. I N P I WATER CLOSETS: 1 PER 25 FOR FIRST 50 OCCUPANTS.WITH 30 OCCUPANTS, ROOMS SHOWN ON PLAN. pQO.ODOO ---- -� -� ---------� TWO WATER CLOSETS ARE REQUIRED, h ri r, -- '� +----�' TYPE 3 DIRECTIONAL oar °av000 o�o�Q ' o y r 4 - REQUIRED PROVIDED IV, UNISEX (1/100) 1 1 J O B COPY o o LAVATORIES: 1 PER 40 FOR FIRST 80 OCCUPANTS.WITH 30 OCCUPANTS, T + O a 3 ONE LAVATORY ARE REQUIRED. THIS PLATY MUST BE (� oeoeo ° �• 0 UNISEX (1/100) = 1 1 ON JOB SITE FOR a�op�� o� �+ ��O�OOOD�Q�O DRINKING FOUNTAIN: 1 1 (AT PUBLIC RESTROOMS) EACH INSPECTION DATE: 10/24/15 LIFE SAFETY PLAN REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SCALE: 1 /4"=V-011 QUI PERMITS E)COND ONg LIFE SAFETY PLAN 0 2' 4' 8' 12' 1/4"=1 1-011 SLEEK PROJECT NO.: 15003 LS1 SALON PERMIT SUBMITTAL STUDIO A R G H- i T -E C T U R E 13491 Isla Vista Drive DEMOLITION N O 1T ES■ JACKSONVILLE, FLORIDA 32224 PHONE 321.615-6171 1. THIS DRAWING IS FOR GENERAL INFORMATION ONLY AND DOES NOT FL LICENSE NUMBER AA26002202 REMOVE ALL MISC. INDICATE ALL DEMOLITION REQUIREMENTS. REFER TO THE www.aestudioarchitecture.com WALL BRACKETSDRAWINGS, SPECIFICATIONS,AND ACTUAL FIELD CONDITIONS TO EXISTING DETERMINE THE FULL SCOPE AND PARTICULARS OF REMOVAL TOWEL HOLDERS, ELECTRICAL REQUIREMENTS. FOLLOWING IS A PARTIAL LIST OF ITEMS TO BE ETC. PANEL REMOVED. 2. PATCH AND REPAIR EXISTING SURFACES AFFECTED BY REMOVAL DEMOLISH EXISTING n Tr OF ADJACENT CONSTRUCTION OR FINISHES. PREPARE TO RECEIVE REMOVE ALL EXISTING Iy NEW WORK. r---- WATER CLOSETC/ / ( REQUIREDCUT FOR ETE AS WALL AND DOORS I 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AFFECTING DO NOT DAMAGE GRID �,{ � NEW SANITARY LINE SYSTEM L--=— �r �� I//' LAYOUT EXISTING CONSTRUCTION ELEMENTS. DO NOT SCALE DRAWINGS. IF DEMOLISH EXISTINGIII I I � DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE SINK&CAB'T L JJ // RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OWNER PRIOR TO CONTINUING CONSTRUCTION OF AREA IN QUESTION. I X I 4. DURING CONSTRUCTION, BUILDING SHALL REMAIN OPEN AND FULLY REMOVE EXISTING 1 I I OPERATIONAL AS PER PHASING PLAN. ANY INTERRUPTIONS IN REMOVE AND ABANDON WATER HEATER& I -1 UTILITIES SHALL BE COORDINATED IN ADVANCE WITH AN ENCLOSURE-REMOVE — -j REMOVE EXISTING AUTHORIZED REPRESENTATIVE OF THE OWNER. EXISTING ACOUSTICAL ALL EXISTING PIPING F1 DOOR AND FRAME CEILING TILES-TYP. &CAP. n 11 5. PLANS ARE BASED ON CURRENT INFORMATION AVAILABLE. IN THE IIII REMOVE EXISTING EVENT THAT FIELD CONDITIONS REQUIRE ADDITIONAL IIII SINK AND BASE CONSTRUCTION, CONTRACTOR SHALL CONTACT THE OWNER FOR REMOVE ALL EXISTING CABINET-ABANDON FURTHER INSTRUCTION. r — 1 SANITARY DRAIN SUPPLY&CAP BACK PIPING ALONG BASE OF �I I I AT SOURCE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING AND L_———J WALL-TYP. I I RELOCATING SOME FURNISHINGS AND EQUIPMENT FROM AREAS OF II REMOVE EXISTING CONSTRUCTION AS REQUIRED. WALLS COMPLETE _ IIII DO NOT DAMAGE 7. CONTRACTOR TO VERIFY CONSTRUCTION OF EXISTING WALLS TO 7 I i CEILING GRID SYSTEM BE INFILLED AND ADJUST SIZES OF SPECIFIED MATERIALS TO ALIGN IIII FINISH MATERIALS. L - - - -1-y IIII 8. WHERE NEW WALLS FLUSH OUT WITH EXIST. WALLS, THE NEW WALL II I MATERIALS SHALL BE ALIGNED IN THE SAME PLANE WITH THE EXISTING WALL AT THE TRANSITION POINT OF THE CHANGE IN WALL TYPES BY PROPER PLACEMENT OF WALL MATERIALS. REMOVE AND ABANDON ��I I REMOVE EXISTING { EXISTING AC/FAN IIII FLOORING DOWN 9. PROVIDE LEVELING COMPOUND AT FLOOR AREAS DAMAGED OR (� COIL UNIT-REMOVE ALL TO CONCRETE SLAB CHIPPED BELOW DEMOLISHED WALLS WHERE REQUIRED TO C'7 EXISTING LINES AND PIPING II REMOVE ALL ADHESIVE PROVIDE LEVEL, CONTINUOUS FLOOR SURFACE. cq 11 1,41 AND FOREIGN MATTER W C C4 CONFER WITH OWNER ANY OTHER ITEMS TO BE SAVED PRIOR TO n REMOVE ALL EXISTING u 10. co I I U REMOVAL/DEMOLITION. `,/ PLUMBING SANITARY J Q PIPING ALONG BASE I I 11. THE GENERAL CONTRACTOR AND ALL APPLICABLEO J W _ r 1 r , OF WALL TO INCLUDE I I SUBCONTRACTORS SHALL FURNISH AND BE SOLELY RESPONSIBLE I I I ALL TRAPS&MISC I�41 FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO J ( , O L ——J L_ __J BRACKETS. MAINTAIN THE PLUMBNESS AND STABILITY OF STRUCTURAL Q J ELEMENTS. THIS SHALL ALSO APPLY TO THOSE STRUCTURAL r/1 � n n ELEMENTS NOT INDICATED IN THE CONSTRUCTION DRAWINGS. V) F �I I ii 12. NO EXISTING(LOAD BEARING)STRUCTURAL MEMBER SHALL BE CUT, Z U I I I REMOVED, AND/OR MODIFIED(UNLESS SPECIFIED IN THE W �I I� �I CONSTRUCTION DOCUMENTS)WITHOUT THE WRITTEN APPROVAL Q REMOVE AND ABANDON u W z W OF THE STRUCTURAL ENGINEER.ANY EXISTING DISTURBED AND/OR EXISTING LIGHTING-TYP. I I LJ u DAMAGED SURFACES(I.E. GYPSUM BOARD, PLASTER, STUCCO, _I Q m CONCRETE, WOOD, PAINT, ETC.)WITHIN THE AREA OF CONSTRUCTION SHALL BE REPAIRED,AS NECESSARY, TO MATCH MIRRORS AND ANY J V I REMOVE EXISTING EXISTING FINISHES. I� ACCESSORIES < Z r----� r--- I 13. AFTER COMPLETION OF CONSTRUCTION,ALL WORK AREAS SHALL Q ' REMOVE EXISTING n I I u n BE LEFT CLEAN AND FREE OF ANY JOINT COMPOUND, PLASTER, J MIRRORS AND ANY I� II STUCCO, PAINT SMEARS OR SPLATTERS AND STAINS. ------� L----J ACCESSORIES III �I II 14. ALL EXTERIOR OPENINGS(INCL. NEW DOOR OPENINGS)SHALL BE u I u SECURED AT THE END OF EACH WORK DAY. MINIMUM SECURITY SHALL BE 3/4"THICK PLYWOOD COMPLETELY COVERING EACH Lj OPENING AND SECURED W/TAMPER PROOF HARDWARE AND LOCKS. REMOVE AND ABANDON I I CLOSURE METHOD TO BE APPROVED BY OWNER. EXISTING SUPPLY/RETURN GRILLES AND OLD DUCT- I I 15. WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REVISIONS: WORK-TYP. REMOVED AND/OR DISTURBED FOR INSTALLATION OF NEW WORK, n I I n CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED X XX/XX/XX I�I I II SURFACES, RESULTING SURFACES AND INFILLED SURFACES SHALL �I II BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS(I.E. DUCT/PIPE REMOVALS, ETC.)AT r----� r-- �— IIII �I WALLS, ROOF OR FLOOR TO BE INFILLED SOLID. uII I I I I I I 16. WHERE REMOVAL OF EXISTING CONSTRUCTION RESULTS IN L____J L ___J DEPRESSIONS AND/OR UNEVEN FLOOR CONDITIONS, PATCH, LEVEL L1 AND FEATHER AREAS AS REQUIRED TO PROVIDE UNIFORMITY OF NEW FLOORING. 17. REMOVE DEBRIS AND OTHER MATERIALS(RESULTING FROM DEMOLITION) FROM SITE AS DEMOLITION PROGRESSES. REMOVE RUBBISH FROM JOB SITE REGULARLY AND LEAVE PREMISES AND WORK IN CLEAN CONDITIONS. RUBBISH SHALL NOT BE ALLOWED TO THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF ACCUMULATE AND SHALL BE APPROPRIATELY DISPOSED OF. PRIOR AE STUDIO ARCHITECTURE,LLC. IT TO COMPLETION, CLEAN PREMISES FOR OCCUPANCY BY OWNER. SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF AE STUDIO 18. DEMOLITION AND REMOVAL OPERATIONS SHALL BE PERFORMED ARCHITECTURE,LLC. CAREFULLY. THE BUILDING SHALL REMAIN OCCUPIED DURING THE p�O.ODOgoo THE CONTRACTOR TO PROTECT THE BUILDING AND IT'S OCCUPANTS Qp�oOC°°°°° WORK AND EVERY REASONABLE PRECAUTION SHALL BE TAKEN BY F FROM DAMAGE OR INJURY DURING THE WORK. DAMAGE INCURRED OQ.�p° DURING AND DUE TO DEMOLITION OR CONSTRUCTION PROCEDURES 0. SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DAMAGE TO ITEMS TO BE PROTECTED AND REINSTALLED SHALL BE THE ° CONTRACTOR'S RESPONSIBILITY. 2 o. ����OOOD�QQO DATE: 10/24/15 DEMOLITION RCP DEMOLITION FLOOR PLAN 0 2' 4' $' 12' DEMO FLOOR / 1 /4„_� ,_0„ & RCP PLAN J COPYuo THIS PLAN MUST BE PROJECT NO.: 15003 ON JOB SITE FOR EACH INSPECTION Al PERMIT SUBMITTAL STUDIO A. R C H i T E C T U R E 1 3 4 9 1 Isla Vista Drive JACKSONVILLE, FLORIDA 32224 PHONE 321.615-6171 FL LICENSE NUMBER AA26002202 NEW EXHAUST www.aestudioarchitecture.com FAN NEW 1 x 1 SUPPLY AIR DIFFUSER-TYP. PERMINANT I WORKING AREA PORCELAIN CLEARANCE MARKING TILE FLOORING 5'-0Y2" 30"X 36" SLOPE TILE 41 0, PARTITION NOTES : TO DRAIN CEILING NOTES : 1. GYPSUM BOARD:ALL DIMENSIONS ARE NOMINAL TO FACE OF 1. VERIFY NEW CEILIN EXISTINCS M HEIGHTS WITH ADJACENT SPACES. GYPSUM BOARD. (UNLESS NOTED OTHERWISE) ll PROVIDE HEADER AS REQUIRED WHERE GRID MAY NOT ALIGN ELEC RIbAL y RE TYPE 1A UNLESS NOTED OTHERWISE. Vii" x 7'WOOD 2. ALL GB PARTITIONS A WITH NEW.W. PANE NEW 26 I L � .� DOOR AND FRAME NEW 2 x 2 RETURN AIR 2. MATCH NEW CEILIN J 3. ALL DETAILS INDICATE MINIMUM ACCEPTABLE STUD GAGE.TILES WITH EXISTING SPACE. - 0 1 09 STUD GAGE SHALL BE AS RECOMMENDED BY METAL FRAMING GRILLE-TYP. 3. PROVIDE GYPSUM BOARD CEILING DROP OVER NEW SINK o O i� MANUFACTURER TO SUIT PROJECTED CONDITIONS. METAL F.D. N v�y I J. STUDS TO BE SPACED AT 24"O.C. MAX. LINO WHERE NEW WALL AREA. JJ C. INDICATED STUD WIDTH CAN NOT BE INSTALLED, PROVIDE MTD. LAMP 108 4. RE-USE SALVAGED MECHANICAL SUPPLY AND RETURN STUD WIDTH TO SUIT JOB CONDITION. DIFFUSERS WHEN POSSIBLE. �� + 4. PROVIDE FIRE RATED PARTITIONS WHERE INDICATED ON LIFE 4 0 GFI o NEW WOOD SAFETY DRAWINGS.ALL PENETRATIONS TO BE FIRE STOPPED WITH A UL-APPROVED METHOD. DOOR AND FRAME r--� W: -- 5. USE 5/8"MOISTURE RESISTANT GYP BOARD ON PARTITIONS NEW3'xTWOOD I I I I EXPOSED TO RESTROOMS, LOCKER ROOMS AND JANITOR DOOR AND FRAME I 2 I CLOSETS. NEW 2 x 2 SUPPLY AIR CEIL N LEGEND I I 6. SEAL GYPSUM LAYER(S)TO FLOOR SLAB BELOW AND TO DIFFUSER-TYP. I ( I STRUCTURE ABOVE WITH A CONTINUOUS BEAD%'MIN)OF I I ACOUSTICAL SEALANT.ACOUSTICAL SEALANT TO BE BY USG, SYMBOL. DESCRIPTION I I I I W.H. HENRY, PECORA OR EQUAL. REFERENCE TO"CAULK" --J HALL L--J SHALL INDICATE USE OF ACOUSTICAL SEALANT. WAX 101 WAX 7. USE 4'-0"WIDE PANELS(WHERE POSSIBLE)OF HEIGHT c� X4 LAY-IN ACOUSTICAL PANEL 1 07 1 06 REQUIRED TO MINIMIZE NUMBER OF JOINTS. . N E I LI NG 8. CAULK AROUND ALL PENETRATIONS.WHERE VOIDS GREATER CV THAN 1/4" EXIST, PACK WITH INSULATION AND CAULK ® (� R I HT. AI TG WAX V WAX z 9. STAGGER ALL JOINTS ON SINGLE LAYER(OR BASE LAYER) M�M El 5 104 O THAT JOINTS ARE ON O 00YPSUM WALL BOARDGYPSUM PANELS ON EACH SIDE S ALTERNATING STUDS. J 0 I _ ¢ I I I Q J o U 10. WHERE PARTITION IS NOT INSULATED, SEAL ALL BOX ,^ t I I I NEW PARTITION-3 5/8" �,/, r FILING ACCESS PANEL °' I I I METAL STUDS AT 16"O.C. OPENINGS WITH ACOUSTICAL SEALANT. U- W/5/8"G I I WB EA. SIDE Z I I I PAINTED-TYPICAL 11. WHERE PARTITION HAS INSULATION, DO NOT PACK. 3. o Q J V ® 'x2' FLUORESCENT LIGHT I I INSULATION SHOULD BE LOOSE, PREFERABLY NOT IN w' I '� CONTACT WITH BOTH SIDES OF PARTITION. SEAL ALL BOX ' t W Q I I I I OPENINGS WITH ACOUSTICAL SEALANT. Z W 1 /y'► __ x4 FLUORESCENT LIGHT -- 12. ALL PARTITIONS SHALL BE BRACED IN ACCORDANCE WITH THE NEW 2 x 4 FLUORESCENT r r REQUIREMENTS OF ASCE 7 FOR SEISMIC DESIGN CATEGORY U) U LIGHT FIXTURE-TYP. OMPACT FLUORESCENT I 5'-16" 3'-8" 51-10" i 'D'. Lo 1 10 0 OWNLIGHT I I I 1 13. INSTALL DOUBLE STUDS FULL PARTITION HEIGHT AT ALL z Q FRAMED OPENINGS. e MERGENCY EXIT SIGN. M`P�� j�'a I I I L.O QL--_J L_ _j MERGENCY LIGHT FIXTURE WAX WAX UPPLY 103 102 REVISIONS: NEW ACOUSTICAL /� I I--- -- X XX/XX/XX CEILING PANELS ETURN ��a I I �--- --� IN EXISTING SUSPENDED GRID SYSTEM XHAUST Jam/ I I r-1 I I L J PORCELAIN TILE FLOORING THROUGHOUT I 1 . SEE MECHANICAL/ELECTRICAL DRAWINGS r-�-FOR SPECIFICATIONS OF DEVICES TO BE PROVIDE L--- r� 2. CEILING FINISHES SHALL INCLUDE ALL THREADING THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF PROJECTIONS, BEAMS, BOXED I 100 AE STDIO ARCHITECTURE,LLC. IT SHALL NOT BE REPRODUCED IN WHOLE + (q V A C- L V ENCLOSURES AND BULKHEADS. ORITENPERN PART PERMISSION OF EXPRESS STUDIO I f -I WRITTEN PERMISSION OF AE STUDIO O f O E IIZ S I 16,-Q„ I ARCHITECTURE,LLC. NEW 2 x 2 RETURN AIR F_-7 b U. k' � GRILLE-TYP. QQ. D�� NED OOH �Q° o 0 is y®NA L___j .0 n n n �_�� II II II it II II oo. Q�bG°� �0 DATE: 10/24/15 FLOOR & REFLECTED CEILING PLAN PROPOSED FLOOR P SAN 2' 4' $' 12' RCP PLAN w /�„ 1 /4"_V-0 / A4A ," -01/4�I„ it X"M COPY-F I I I _-1 PROJECT NO.: 15003 THIS PLAN MUST BE ON JOB SITE FOR EACH INSPECTION A2 PERMIT SUBMITTAL 4 r +�>- a� LLor c F 0 r a r I� STUDIO? U J +.r A R C H `I T .E C T U R' E iWIL c _ " 0000 U Lo '_ � u L E U' � � � � � CUT GYPSUM BOARD JACKSONVILLE, FLORIDA 32224 Q C �a 13491 Isla Vista Drive .0 N t71 41 N X Q6 CL , '� ,r te, 4 a J(r } J 0 �W w � 0 0 �4 A U. �+ TO DECK PHONE 321.615-6171 iJ ✓ CONFIGURATION FL LICENSE NUMBER AA26002202 N >�f w TYP, ALL WALLS www.aestudioarchitecture.com 0 Z" { N a a 4 '. a . ° ° ° 4.a' ( �'} i iY --a °---°--.��--- ------ '--------- v ---°— ° —�-"- - - - - a mom C 5000000lcq fl 00000 �•� D. M a m DECK ABOVE ABOVE 3 � U > `""" 2 In m m a ;,,,,: Q I SEE STRUCT. " SE STRUCT, mm p w W aV wNq ,� oNgr rooNV� W00 �n �uor� dj go H i ct r -I N N N 'N N m m m m m 47 *� �i Imo- 3" EXISTING VTR c BEAM BEYOND BE BEYOND agmu4m dmta mu400<0u4w u c: i I \ SEE STRUCT, SE STRUCT, cf 1 I A m M N m V4 m � I" m "q m A N m A *0 ' �_ ��� .\ CONT. UNPUNCHED H M T1 M M N N N 'N N M M M M M a ,, . i PARTITION T❑ m � _ i,, I TRACK @ TOP OF EXTEND u 8 ,, +` i 1 1/2" -� NON RATED UNDERSIDE OF� . a •; � r� � PARTITI❑NS DE 0. I I I AC❑USTICAL TILE ju0000 00d0�;�, � � � I + W NN ! ifl N N N 0 L. 1 1/2 I I I CEILING. 10'-0' A.F.F. err, °v ? I I W.C. CD z ¢ I 311 I r� CEILING SEE t7 +M+ , ;; 13r. 1 x 4 WD TRIM �-1 1/2" PAINT PfTf prC� To L&N U0 FINISH SCHEDULE AND CEILING PLANS u ° ,wo I LAV C.O. I s/s' GYPSUM BOARD W u i� 4t. .. i 0) 2„ I o LL %' GYPSUM L`- BOTH SIDES r 211 3 METAL ttS _ I I ' METAL N L L. �. I STUD @ 16' ❑.C. N tl� ++++ ++ (� ( ++ q.i `r.�F� .;wr 4 a ? °a a ° a ° a, a ° 4 ° A. a a c N C i, ! ° 0 to J i.wr +i"►, '. JAN. 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UNISEX TOILET, KEYLOCK GLASS MIRROR WITH n A - 8" OR 1/2- B-290-1830 » BOBRICK 40 AFF MAX TO LOWER G STAINLESS STEEL FRAME (18"x30") EDGE R URN 2 2'-6" X 7'-0" A WOOD H.C. JANITOR CLOSET KEYLOCK CV o WRAP-AROUND i� HOLLOW METAL O B-4112 WALL MOUNTED LIQUID 38"-48" AFF TO SOAP FRAME ,, BOBRICK SOAP DISPENSER ACTUATOR O 2$-8)1 X 71-011 A WOOD H.C. PASSAGE SET M B-6806.99 42 42" GRAB BAR. BOBRICK 33"-36" AFF TO CENTER OF GRAB BAR. R E TROD M DOUB STUDS 33"-36» AFF TO AT JAM 5/s",GWB N B-6806.9936 36 GRAB BAR. BOBRICK °' - 1-0)) IDE THIS DRAWING IS AN INSTRUMENT OF CENTER OF GRAB BAR. 4 — SECURE JAM SERVICE AN I H ANCHORS TO D S THE PROPERTY OF ETAL STUD WALL n n STUDS AL 10Py AE STUDIO ARCHITECTURE LLC. IT AFF HOOK. 48 SEE PLANS & SHALL NOT BE REPRODUCED IN WH 6O UC OLE -6827 CLOTHES HOOK. BOBRICK ( 0� B OR N P R STRUCT I ART WITHOUT THE EXPRESS MAX AFF FOR ADA. > WRITTEN J 3 AS. SCHD. THIS PLAN MUST BE ARCHITECTUURE,L LLC.' 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