1021 ATLANTIC BLVD - UNIT 975 BUILDOUT DRAWINGS STUDIO
A R C H I T E C T U R E
13491 Isla Vista Drive
JACKSONVILLE, FLORIDA 32224
PERMINANT BUILDING CODE SUMMARY. PHONE 321.615-6171
WORKING AREA LIFE SAFETY LEGEND FL LICENSE NUMBER AA26002202
GENERAL DESCRIPTION:
CLEARANCE MARKING PROJECT NAME: SLEEK SALON TENANT IMPROVEMENT www.aestudioarchitecture.com
30" X 36"
ELEC. — PROJECT LOCATION: ATLANTIC BEACH, FLORIDA
ROOM NAME
PANEL PROJECT DESCRIPTION: PROPOSED NEW TENANT FIT-OUT'SLEEK SALON' WITH A SQUAREIm ROOM NUMBER
I 0 FOOTAGE OF 952 S.F. INTENDED FOR BUSINESS USE.. FFICE
------- 112
LIST OF APPLICABLE CODES: 2
I 61 S o1. L RIDA BUILDIN D -EXISTING BUILDING (FBC) 2014 EDITION OCCUPANCY
120 ACTUAL AREA
lo_ 2. FLORIDA BUILDING CODE-2014
I r HALL I 3. FLORIDA ACCESSIBILITY CODE 2014
H.C. I M _____________ 0 1�1 E ' 4. FLORIDA FIRE PREVENTION CODE-5TH EDITION
.- 5. FLORIDA MECHANICAL CODE-2014 91' ��� �► INDICATES TRAVEL DISTANCE WITH
TOILET N 17 6. FLORIDA PLUMBING CODE-2014 PATH OF MAIN EGRESS TO EXIT
109 I O� I 7. FLORIDA BUILDING CODE 2014,CHAPTER 11 -ACCESSIBILITY
8. NFPA 1 UNIFORM FIRE CODE,2015 FLORIDA EDITION
Fol60
, I J.C. 9. NFPA 101, LIFE SAFETY CODE,2015 FLORIDA EDITION 160 EXIT CAPACITY
10.NATIONAL ELECTRIC CODE,2014 EDITION, NFPA 70
++ o 108 _- 1-HOUR RATED WALL ASSEMBLY
ii Fol F20
OCCUPANCY TYPE: EXISTING BUILDING-BUSINESS-GROUP B
FEO FIRE EXTINGUISHER, BRACKET-MOUNTED
CONSTRUCTION TYPE: MINIMUM CONSTRUCTION: IIB
' F-------� —? I BUILDING WILL BE OF TYPE 1113 (NON-COMBUSTIBLE CONSTRUCTION) � FIRE EXTINGUISHER CABINET,
FEC SEMI-RECESSED SEE 1/LS-102
Ax � JvAx � � �
TYPE IIB, UNPROTECTED TABLE 503
I 107 N 106 ! ALLOWABLE HEIGHT 30 FT plow- PRIMARY EXIT
ALLOWABLE STORIES 3
I 2 i 52 2 52 i ' AREA PER FLR.,TABLE 503 UNLIMITED Sy SECONDARY EXIT
AREA INCREASES N/A (506.3) (
RATING
DOOR 45 MINUTES
I Q
�------- I I TOTAL ALLOWABLE AREA PER FLOOR TABLE 503=UNLIMTED 45
i■ M r EXIT LIGHT
I FIRE RESISTANCE REQUIREMENTS: TABLE 601,TYPE IIB LO d 2S0
M STRUCTURAL FRAME 0 HR. EMERGENCY LIGHTING
r EXT. BEARING WALLS 0 HR.
' I INT. BEARING WALLS 0 HR.
FLOOR' N I CONSTRUCTION
ROOF CONSTRUCTION 0 HR. • DETECTOR
SMOKE,
CORRIDOR FIRE RESISTANCE RATING: N/A O M
' N NOTES: N
--------) i-----i I VERTICAL OPENINGS: (NONE)
■
W � 1. SEE ELECTRICAL DRAWINGS FOR FIRE ALARM; EMERGENCY W � M
EXISTING TENANT M EXISTING TENANT
FIRE SEPERATION � 105 M 1041 I FIRE SEPERATION OCCUPANCY SQUARE FEET: BUSINESS=952/100= 10 OCCUPANTS LIGHTING, AND OTHER ELECTRICAL DEVICES. Z � J Q
WALL - 1 HR ' 2 i 52 M 2 52 WALL - 1 HR TOTAL OCCUPANTS: = 10 OCCUPANTS 2. SQ. FT. INDICATED NOT TO BE USED FOR QUANITIES O Q m 0
AND BIDDING PURPOSES. J 0�
i i U
OCCUPANT LOAD: ALL OCCUPANTS = 22 OCCUPANTS _ Q � OJ
TOTAL MINIMUM OCCUPANT LOAD FOR EXITING: 22 OCCUPANTS V) > LL-
I ----� i TOTAL OCCUPANT CAPACITY PROVIDED: 22 OCCUPANTS TYPE 2 ROOM NO. U Z
N i (2) -32" OPENINGS (FISH) U
! M i ■ MIN.TOTAL EGRESS WIDTH REQD.: S T AIRS:0.3"PER OCCUPANT SERVED (N/A)
Q
W REQ'
D.:AX i TYPE 2 TYPE 1 W Z W
EGRESS COMPO
■ NENTS OTHER THAN STAIRS:
.,; TITLE PE 5 TYPE 3 J
1103 N 2 16zi ' 0.2" PER OCCUPANT SERVED TYA" 7 U) Q m
Q
44"MIN. FOR EGRESS CORRIDORS-44"PROVIDED Lo V
EXIT CAPACITY REQ'D: LEVEL COMPONENT:22 x 0.2 5"REQUIRED /2 EXITS=3" MIN.REQ'D. � Lo z
NI I Q
I ! PROVIDED CORRIDORS ARE 44"MIN.&EXIT DOORS ARE: Q Y Q
N
(2) AT 32"=96"- (PROVIDED) -
�oQ0 �� o Q
Ln in
MIN. NUMBER OF EXITS:
MINIMUM NUMBER OF EXITS PER FLOOR NFPA 101,CH.7.4.1.2= 1 EXIT
NUMBER OF EXITS PROVIDED: 2 EXITS
. L i , SIGN MOUNTING REVISIONS:
I • • I MAX. EXIT ACCESS TRAVEL DISTANCE:(TABLE 1016.1) X XX/XX/XX
I ---1-------1 N 1 8" THICK PLASTIC
e i ! i " BUSINESS (B) =200'-MEETS REQUIRED DISTANCE
I I N I (COLOR SELECTED BY
;,•F.n ■ M j ` COMMON PATH OF TRAVEL: ARCHITECT
i I
BUSINESS (B) =75' -MEETS REQUIRED DISTANCE 6"
■
i r E:3 DEAD-END CORRIDOR:
........ ..........
tiovq , i I 10 100 ,�� BUSINESS (B) =20'
' i i � � ��
--f 336 L—J i FIRE SEPARATION OF BUILDINGS (TABLE 602) : N/A _
Li THIS DRAWING IS AN INSTRUMENT OF
i N O `E INTERIOR WALL&CLG. FINISH REQ'TS.: TYPE: B Q SERVICE AND IS THE PROPERTY OF
c4
AE STUDIO ARCHITECTURE,LLC. IT
I (EXCLUDING.WD.TRIM) VERT. EXITS&EXIT PASSAGEWAYS B = SHALL NOT BE REPRODUCED IN WHOLE
■ I I ■ O
EXIST ACCESS CORRIDORS&EXITWAYS C I OR IN PART WITHOUT THE EXPRESSWRITTEN PERMISSION OF AE STUDIO
ROOMS AND ENCLOSED SPACES C in ARCHITECTURE,LLC.
PROVIDE AT ALL H.C. TOILET z QDDOQ
` •
FE WATER CLOSETS: 1 PER 25 FOR FIRST 50 OCCUPANTS.WITH 30 OCCUPANTS, ROOMS SHOWN ON PLAN.
TWO WATER CLOSETS ARE REQUIRED. 6�u - (OO°P. Z°OO ��oo
TYPE 3 DIRECTIONAL oo°gyp ?oa
REQUIRED PROVIDED O o a,�®®��HILnfl� � °olvL_
UNISEX (1/100) = 1 1 Q °i
LAVATORIES: 1 PER 40 FOR FIRST 80 OCCUPANTS.WITH 30 OCCUPANTS,
ONE LAVATORY ARE REQUIRED.
pogo Q�Q°poi oaao
UNISEX (1/100) = 1 1 Op�ODOD��O
DRINKING FOUNTAIN: 1 1 (AT PUBLIC RESTROOMS) DATE: 10/24/15
LIFE SAFETY PLAN
SCALE: 1 /4"=V-0 LIFE SAFETY
.e I PLAN
0 2' 4' 8' 12' pati! j
1/4"=1'-0" SLEEK PROJECT NO.: 15003
SALON LS1
PERMIT SUBMITTAL
STUDIO
A R C H .i T E C T U R E
13491 Isla Vista Drive
DEMOLITION NO 1 EV ■ 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.aestud ioarch itectu re.com
WALL BRACKETS EXISTING DRAWINGS, SPECIFICATIONS,AND ACTUAL FIELD CONDITIONS TO
TOWEL HOLDERS, ELECTRICAL DETERMINE THE FULL SCOPE AND PARTICULARS OF REMOVAL
ETC. PANEL REQUIREMENTS. FOLLOWING IS A PARTIAL LIST OF ITEMS TO BE
REMOVED.
2. PATCH AND REPAIR EXISTING SURFACES AFFECTED BY REMOVAL
F-1 . OF ADJACENT CONSTRUCTION OR FINISHES. PREPARE TO RECEIVE
DEMOLISH EXISTING I ��, / �y �� � � NEW WORK.
REMOVE ALL EXISTING WATER CLOSET Iz`'/ / CUT CONCRETE AS
----�
WALL AND DOORS- - � I REQUIRED FOR� LAYOUT
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AFFECTING
SYSTEM
DO NOT DAMAGE GRID � �-1 ��',{ NEW SANITARY LINE EXISTING CONSTRUCTION ELEMENTS. DO NOT SCALE DRAWINGS. IF
�------� f/ � �
DEMOLISH EXISTING �� �� 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.
4. DURING CONSTRUCTION, BUILDING SHALL REMAIN OPEN AND FULLY
REMOVE EXISTING ^1 1 OPERATIONAL AS PER PHASING PLAN. ANY INTERRUPTIONS IN
WATER HEATER& L J UTILITIES SHALL BE COORDINATED IN ADVANCE WITH AN
REMOVE AN ABANDON ENCLOSURE'-REMOVE - J J REMOVE EXISTING AUTHORIZED REPRESENTATIVE OF THE OWNER.
EXISTING ACOUSTICAL ALL EXISTING PIPING n DOOR AND FRAME
CEILING TILES-TYP. nil 5. PLANS ARE BASED ON CURRENT INFORMATION AVAILABLE. IN THE
&CAP. (� REMOVE EXISTING
EVENT THAT FIELD CONDITIONS REQUIRE ADDITIONAL
SINK AND BASE CONSTRUCTION, CONTRACTOR SHALL CONTACT THE OWNER FOR
REMOVE ALL EXISTING CABINET-ABANDON I I FURTHER INSTRUCTION.
r----- SANITARY DRAIN SUPPLY&CAP BACK
I PIPING ALONG BASE OF AT SOURCE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING AND
L-_--J WALL-TYP. RELOCATING SOME FURNISHINGS AND EQUIPMENT FROM AREAS OF
REMOVE EXISTING CONSTRUCTION AS REQUIRED.
WALLS COMPLETE
DO NOT DAMAGE 7. CONTRACTOR TO VERIFY CONSTRUCTION OF EXISTING WALLS TO
F - - - 1 II I I CEILING GRID SYSTEM BE INFILLED AND ADJUST SIZES OF SPECIFIED MATERIALS TO ALIGN
FINISH MATERIALS.
L - - - 1 y �� 8. WHERE NEW WALLS FLUSH OUT WITH EXIST.WALLS, THE NEW WALL
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 AN ABANDON REMOVE EXISTING
EXISTING A /FAN FLOORING DOWN 9. PROVIDE LEVELING COMPOUND AT FLOOR AREAS DAMAGED OR M
COIL UNIT-REMOVE ALL TO CONCRETE SLAB CHIPPED BELOW DEMOLISHED WALLS WHERE REQUIRED TO M
EXISTING LINES AND PIPING REMOVE ALL ADHESIVE PROVIDE LEVEL, CONTINUOUS FLOOR SURFACE. N
AND FOREIGN MATTER W M
Il I LJ 10. CONFER WITH OWNER ANY OTHER ITEMS TO BE SAVED PRIOR TO
REMOVE ALL EXISTING I REMOVAL/DEMOLITION. z v J Q
-- -- PLUMBING SANITARY L P
O Q
PIPING ALONG BASE 11. THE GENERACONTRACTOR AND ALL APPLICABLE
r 1 r 1 OF WALL TO INCLUDE SUBCONTRACTORS SHALL FURNISH AND BE SOLELY RESPONSIBLE
ALL TRAPS&MISC �� FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO _j U O
L_---J L_ --J BRACKETS. MAINTAIN THE PLUMBNESS AND STABILITY OF STRUCTURAL Q z ._J
I_I ELEMENTS.THIS SHALL ALSO APPLY TO THOSE STRUCTURAL _ V) u-
nELEMENTS NOT INDICATED IN THE CONSTRUCTION DRAWINGS.
0 z
F - - - ( 12. NO EXISTING(LOAD BEARING)STRUCTURAL MEMBER SHALL BE CUT, s V
REMOVED, AND/OR MODIFIED(UNLESS SPECIFIED IN THE W t
CONSTRUCTION DOCUMENTS)WITHOUT THE WRITTEN APPROVAL W z � W
L - - --L REMOVE AND ABANDON u LI u OF THE STRUCTURAL ENGINEER.ANY EXISTING DISTURBED AND/OR
EXISTING LIGHTING-TYP. DAMAGED SURFACES(I.E. GYPSUM BOARD, PLASTER, STUCCO, J Q m
CONCRETE, WOOD, PAINT, ETC)WITHIN THE AREA OF J�
V J IU
CONSTRUCTION SHALL BE REPAIRED,AS NECESSARY,TO MATCH LL
REMOVE EXISTING EXISTING FINISHES. Lof-
MIRRORS AND ANY z
ACCESSORIES 13. AFTER COMPLETION OF CONSTRUCTION,ALL WORK AREAS SHALL Q
r --_, r 1 n U n BE LEFT CLEAN AND FREE OF ANY JOINT COMPOUND, PLASTER, ___I
I I ( I REMOVE EXISTING I STUCCO, PAINT SMEARS OR SPLATTERS AND STAINS.
-----J (- MIRRORS AND ANY
ACCESSORIES I I 14. ALL EXTERIOR OPENINGS(INCL NEW DOOR OPENINGS)SHALL BE
uSECURED AT THE END OF EACH WORK DAY. MINIMUM SECURITY
SHALL BE 3/4"THICK PLYWOOD COMPLETELY COVERING EACH
OPENING AND SECURED W/TAMPER PROOF HARDWARE AND LOCKS.
REMOVE AND ABANDON CLOSURE METHOD TO BE APPROVED BY OWNER.
EXISTING SUPPLY/RETURN
GRILLES AND OLD DUCT- 15. WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REVISIONS:
WORK-TYP. REMOVED AND/OR DISTURBED FOR INSTALLATION OF NEW WORK, X XX/XX/XX
n n CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED
SURFACES, RESULTING SURFACES AND INFILLED SURFACES SHALL
BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS
ALL ABANDONED OPENINGS(I.E. DUCT/PIPE REMOVALS, ETC.)AT
r WALLS, ROOF OR FLOOR TO BE INFILLED SOLID.
r-----� -- -� iii
16. WHERE REMOVAL OF EXISTING CONSTRUCTION RESULTS IN
DEPRESSIONS AND/OR UNEVEN FLOOR CONDITIONS, PATCH, LEVEL
U AND FEATHER AREAS AS REQUIRED TO PROVIDE UNIFORMITY OF
NEW FLOORING.
��- 17. REMOVE DEBRIS AND OTHER MATERIALS(RESULTING FROM
I I 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 rSDRAWING ISAN 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 �QOO.O.DppO
WORK AND EVERY REASONABLE PRECAUTION SHALL BE TAKEN BY pOH 0� �Q o0
THE CONTRACTOR TO PROTECT THE BUILDING AND IT'S OCCUPANTS � oQ .°°°°°°
FROM DAMAGE OR INJURY DURING THE WORK. DAMAGE INCURRED
DURING AND DUE TO DEMOLITION OR CONSTRUCTION PROCEDURES
SHALL BE THE CONTRACTOR'S RESPONSIBILITY. DAMAGE TO ITEMS
O p
TO BE PROTECTED AND REINSTALLED SHALL BE THE y
CONTRACTOR'S RESPONSIBILITY. o o 4- '�.
o.
• Q c°�� d
DATE: 10/24/15
DEMO FLOOR
DEMOLITION RC DEMOLITION FLOOR PLAN 0 2' 4' 8' 12' & RCP PLAN
PROJECT NO.: 15003
Al
PERMIT SUBMITTAL
I STUDIO
ARC H iTECTURE
13491 Isla Vista Drive
JACKSONVILLE, FLORIDA 32224
PHONE 321.615-6171
NEW EXHAUST
FL LICENSE NUMBER AA26002202
- FAN
www.aestudioarchitecture.com
NEW 1 x 1 SUPPLY AIR
DIFFUSER-TYP.
PERMINANT
WORKING AREA
PORCELAIN CLEARANCE MARKING
TILE FLOORING 5'-0%" 30"X 36"
SLOPE TILE to
CEILING NOTES . TO DRAIN PARTITION NOTES :
1. GYPSUM BOARD:ALL DIMENSIONS ARE NOMINAL TO FACE OF
1. VERIFY NEW CEILING HEIGHTS WITH ADJACENT SPACES. 2 EXISTINCS l _ GYPSUM BOARD. (UNLESS NOTED OTHERWISE)
PROVIDE HEADER AS REQUIRED WHERE GRID MAY NOT ALIGN ELEC M
RIbAL
WITH NEW. I L PANE � � NEW 2'6 x T WOOD 2. ALL GB PARTITIONS ARE TYPE 1A UNLESS NOTED OTHERWISE.
DOOR AND FRAME
NEW 2 x 2 RETURN AIR 2. MATCH NEW CEILING TILES WITH EXISTING SPACE. 1 00 - JF 3. ALL DETAILS INDICATE MINIMUM ACCEPTABLE STUD GAGE.
J STUD GAGE SHALL BE AS RECOMMENDED BY METAL FRAMING
GRILLE-TYP, o O MANUFACTURER TO SUIT PROJECTED CONDITIONS. METAL
3. PROVIDE GYPSUM BOARD CEILING DROP OVER NEW SINK -�
NEW WALL AREA. F.D. iv �` STUDS TO BE SPACED AT 24"O.C. MAX. LINO WHERE
J.
�— MTD. LAMP INDICATED STUD WIDTH CAN NOT BE INSTALLED, PROVIDE
4. DIFFUSERSSALVAGE MECHANI ,AL SUPPLY AND RETURN a Z� 1 08 STUD WIDTH TO SUIT JOB CONDITION.
WHEN +40 4. PROVIDE FIRE RATED PARTITIONS WHERE INDICATED ON LIFE
GFI SAFETY DRAWINGS.ALL PENETRATIONS TO BE FIRE STOPPED
I I(@ NEW WOOD DOOR AND FRAME WITH A UL-APPROVED METHOD.
5. USE 5/8" MOISTURE RESISTANT GYP BOARD ON PARTITIONS
I I I I
NEW 3'xTWOOD EXPOSED TO RESTROOMS, LOCKER ROOMS AND JANITOR
I I I I
DOOR AND FRAMEI 2 Z I CLOSETS.
NEW 2 x 2 SUPPLY AIR CEILING) LEGEND I I I I
DIFFUSER-TYP. I I ( I 6. SEAL GYPSUM LAYER(S)TO FLOOR SLAB BELOW AND TO
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, PECORAOR EQUAL. REFERENCE TO"CAULK"
I_--J HALL L_--_j SHALL INDICATE USE OF ACOUSTICAL SEALANT.
WAX 101 WAX 7. USE 4'-0"WIDE PANELS(WHERE POSSIBLE)OF HEIGHT M
2X4 LAY-IN ACOUSTICAL PANEL 1 O7 1 06 REQUIRED TO MINIMIZE NUMBER OF JOINTS. CO
CEILING 8. CAULK AROUND ALL PENETRATIONS. WHERE VOIDS GREATER Q N
X WAX AHRTNGHT.EXIST, PACK WITH INSULATION AND CAULKWAII (D � M
GYPS M WALL BOARD [::1:05 1 04 9. STAGGER ALL JOINTS ON SINGLE LAYER(OR BASE LAYER) O M
GYPSUM PANELS ON EACH SIDE SO THAT JOINTS ARE ON LLI
ALTERNATING STUDS. .J
J
I _ QI I I J
I 1 I NEW PARTITION -3 5/8" 10. WHERE PARTITION IS NOT INSULATED, SEAL ALL BOX
CEILING ACCESS PANEL I °' I I I METAL STUDS AT 16"O.C. OPENINGS WITH ACOUSTICAL SEALANT. IL
I I I I W/5/8"GWB EA. SIDE r , 7
I I I I PAINTED-TYPICAL 11. WHERE PARTITION HAS INSULATION, DO NOT PACK. Sev
2'X2' FLUORESCENT LIGHT I I I I INSULATION SHOULD BE LOOSE, PREFERABLY NOT IN
J J
NEW 2 x 4 FLUORESCENT CONTACT WITH BOTH SIDES OF PARTITION.SEAL ALL BOX � Q
I I I I OPENINGS WITH ACOUSTICAL SEALANT. J Z m
L_— � L _
2'X4' FLUORESCENT LIGHT 12. ALL PARTITIONS SHALL BE BRACED IN ACCORDANCE WITH THE a
LIGHT FIXTURE-TYP. REQUIREMENTS OF ASCE 7 FOR SEISMIC DESIGN CATEGORY _i V5-1 3-8" 5-10"COMPACT FLUORESCENT
'D'. Lo
0 DOW LIGHT I I I I
I I I 13. INSTALL DOUBLE STUDS FULL PARTITION HEIGHT AT ALL < z
I I I ( FRAMED OPENINGS. Q
Q
EMERGENCY EXIT SIGN. I
J
Lnrk ? t I I I I ~
<EMER1'3)ENCY LIGHT FIXTURE L-
Q
WAX WAX
SUPPLY 103 L 102
NEW ACOUSTICAL RETURNREVISIONS:
I -- --
CEILING PANELS /iia I I �--- ---1 X XX/XX/XX
IN EXISTING SUSPENDED /
GRID SYSTEM
EXHAUST b\J���
r
j Ll
PORCELAIN TILE
FLOORING THROUGHOUT
1 . SEE MECHANICAL/ELECTRICAL DRAWINGS
FOR SPECIFICATIONS OF DEVICES TO BE
PROVIDED --- I-�
I
L J
2. CEILING FINISH =S SHALL INCLUDE ALL THREADING
THIS DRAWING IS AN INSTRUMENT OF
PROJECTIONS, BEAMS, BOXED I 100 SERVICE AND IS THE AE STUDIO ARCHI ECTURE,LRLC.TY OIT
SHALL NOT BE REPRODUCED IN WHOLE
ENCLOSURES AND BULKHEADS.
OR IN PART WITHOUT THE EXPRESS
' I I 16'-0" I WRITTEN PERMISSION OF AE STUDIO
ARCHITECTURE,LLC.
GRILLE RETURN AIR I- o O �QO.000000Q
I
YP.
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DATE: 10/24/15
FLOOR &
- RE FLECTED CEILING PLAN PROPOSED FLOOR PLAN o 2� 4� $� 12'
RCP PLAN
1 /4 J-11-0)p 1 /4))=1 �_O" 1/4"=11-011
PROJECT NO.: 15003
A2
PERMIT SUBMITTAL
r
11� STUDIO
A R C H IT T E CT U R' E
13491 Isla Vista Drive
CUT GYPSUM BOARD JACKSONVILLE, FLORIDA 32224
TO
FIT DECK PHONE 321.615-6171
CONFIGURATION FL LICENSE NUMBER AA26002202
TYP, ALL WALLS
www.aestudioarchitecture.com
a a d e e. d.a
A ——————————�T/A
IN
DECK ABOVE
DE ABOVE
SEE STRUCT, SE STRUCT.
Imo-3" EXISTING VTR
BEAM BEYOND EEXTEND
BEYOND
\ SEE STRUCT,
STRUCT,
CONT, UNPUNCHED
TRACK @ TOP OF
1 1/2" -� NON RATED PA ITION TO
PARTITIONS UN RSIDE OF
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ACOUSTICAL TILE
1 1/2" I i I + CEILING, 10'-0" A.F.F.
W.C. I t�f. L0 W Al E t2 (.0 0 L61
311
3 :� 1 x 4 WD TRIM /a127Lt� CEILING SEE
-1 1/2" PAINT FINISH SCHEDULE
% AND CEILING PLANS
LAV C.O. I GYPSUM BOARD
211 I c)Ll- %' GYPSUM
r.
L`2" BOTH SIDES
I �
F.D. I 3%' METALSTUD La S
I STUD @ 16' ❑.C.
da °
JAN. SINK - --°---L --° . e °` — o_ ed . e.— °
El PARTITI❑N PARTITI❑N
M
W b N
(D > Q
PLUMBING RISER DIAGRAM z Q J o
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W F-- < Q
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QRZ
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TOILET ACCESSORIES o
Q
MARK ACCESSORY/MODEL NO. MFR. MOUNTING HEIGHT
H-
B-265 MULTI-ROLL TOILET TISSUE 19 MIN. AFF TO CENTER �.-:; 5/SIDE B DOOR SCHEDULE A DISPENSER BOBRICK OF BOTTOM ROLL 6„ wal�NscorrlLE ' \
3'-0"
N DOUBLE STUD METAL STUD WALL REVISIONS:
B-271 SANITARY NAPKIN DISPOSAL (SEE PLANS &
25"-30" AFF TO TOP OF CU RE JAMB STRUCT) MARK SIZE TYPE MATERIAL CORE REMARKS X
B SURFACE MOUNTED (WOMEN'S ONLY) BOBRICK ACCESS LID OPENING ANCHORS ro coNr sEALANr-
B STUDS EACH SIDE 0 3'-0" X 7'-0" A WOOD H.C. H.C. UNISEX TOILET, KEYLOCK
6-290-1830 GLASS MIRROR WITH BOBRICK 40" AFF MAX TO LOWER A ° : '• 3 OR 1/2-
G STAINLESS STEEL FRAME (18"x30") EDGE C°
WRAP—AROUND
AROUND 02 2'-6" X 7'-0" A WOOD H.C. JANITOR CLOSET KEYLOCK
B-4112 WALL MOUNTED LIQUID 38"-48" AFF TO SOAP a FRAMEw METAL
L SOAP DISPENSER BOBRICK ACTUATOR O 2'-V" X 7'-0" A __rWOOD H.C. PASSAGE SET
M B-6806.99 42 42" GRAB BAR. BOBRICK 33"-36" AFF TO
CENTER OF GRAB BAR. RESTROOM
DOUBLE S S
„ AT JAMBS
33 -36 AFF TO /8" GWB
N B-6806.99 36 36" GRAB BAR. BOBRICK q > EA SIDE
CENTER OF GRAB BAR. 1 /4" = I I—Opp
SECURE JAMB THIS DRAWING IS AN INSTRUMENT OF
ANCHORS TO iv
R B-6827 CLOTHES HOOK. BOBRICK STSERVICE AND IS THE PROPERTY OF
60" AFF HOOK. 48" STUDS METAL STUD WALL
AE STUDIO ARCHITECTURE,LLC. IT
(SEE PLANS & SHALL NOT BE REPRODUCED IN WHOLE
MAX AFF FOR ADA. STRUCT) OR IN PART WITHOUT THE EXPRESS
J-3 CONT SEALANT-- EACH AS. SCHD. WRITTEN PERMISSION OF AE STUDIO
B-224-30 SHELF W/ MOP AND 72" AFF TO TOP OF SIDE ARCHITECTURE,LLC.
S BROOM HOLDERS BOBRICK SHELF QQ o D o0
AS SCHD. 2.. AS SCHD. 2° ;..:
RET N 3/B" OR 1/2"
WRAP- OUNDD O
HOLLOW ALFRAME OQ• �1 °°Q
% 3 METAL JAMB N Qy®®yt �I LM � °�°°� O
R ANCHORS 0 $@" e'°.0
DOOR O a
FRAME STOP G�.O
SERVICE BEYOND. COORDINATE WITH DOOR
FAUCET W/ CERAMIC TILE Q.
FRAME DEPTH. D, °° � oo
VACUUM WAINSCOT--\
DOOR
BREAKER WOOD PRE-MANUF' WIDTH FLOOR FINISH (AS SCHEDULED). OQ ° °a ��•O�
3'-6" 1'-0' = BASE As r DOOR PRE—FINISHED
HOSE o o „� ,.
o o S-3 .:..
SCHEDULED ME;FAE K.B. FRAME
M N U100L FLOOR FINISH °
BRACKET (As scHEDULED> � DATE: 10/24/15
CONC. FLOOR 2" WIDE (MIN)
THRESHOLD ` , r: MARBLE THRESHOLD
MOP SINK B IN SEALANT-!7/ �I2„ '• SLAB. THIN SET.
EXPANSION O
JOINT
A
c\ MATERIAL-
CONTINUOUS
O
SCHEDULES
AND DETAILS
J .C. RESTROOM FRAME DETAILS DOOR TYPES FRAME ELEVATIONS THRESHOLD DTL
1 /4)) _ 1 ,_10„ 1 /4)) _ l ,-„ 1/4" = 1'-O" 1/4" = 1'-0" 1/4>. = 1'-0" 1/4" = 1'-o PROJECT NO.: 15003
0 2' 4' 8' 12' A3iiiiii
1/4"=1 1-011
PERMIT SUBMITTAL
L