HomeMy WebLinkAbout1901 E Dyer Rd Unit#A - REV 1 - Plan?
A3.1
1
6’
−
2
1
/
4
"
55 SF
UNISEX
RESTROOM
101
125 SF
BREAK ROOM
102
WAITING
AREA
2’ − 7"4’ − 0"2’ − 7"
9’ − 6 1/2" 9’ − 6 3/4"
5’ − 8 5/8" 4’ − 0" 2’ − 7"
1
2
2
2
2
3
1050 SF
HAIR SALON
100
1
4
1
4
4
A3.1
27
7
7
8
9
10
11
12
CLR.
18"13
14 15
’
−
0
"
9"
13
’
−
1
"
9"
5’ − 0"
3’
−
0
"
11
’
−
8
"
W/D
REF.
CL
R
3’
−
0
"
0
ROOM NAME
101 ROOM NAME & NUMBER.
KEYNOTE CALLOUT − REF THIS SHEET
DOOR − REF DOOR SCHEDULE SHEET A10.1
WALL TYPE − REF SHEET AD7.3
EXISTING WALL TO REMAIN
NEW STUD WALL
2A FIRE EXTINGUISHER, SURFACE MOUNTED WITH
WALL BRACKET. 48" TO TOP OF EXTINGUISHER
?
0
EXISTING
RETAIL STORE
EXISTING
STORAGE
4
4
4
44
4
5
5
5
6
6 6
PE
R
S
C
H
E
D
U
L
E
2"
2"
SCHEDULE
PER 2"
I
INTERIOR
AS NOTED
THIS DOCUMENT, THE IDEAS AND
DESIGNS INCORPORATED HERE IN,
ASAN INSTRUMENT OF
PROFESSIONALSERVICE, IS THE
PROPERTY OF MNDESIGNS CO. AND
IS NOT TO BE USED IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT
WITHOUT THE WRITTEN
AUTHORIZATION OF MND. THIS
DOCUMENT IS NOT TO BE
REPRODUCED AND/OR MODIFIED IN
ANY WAY, NOR SHALL ANY
REPRODUCTION OF THIS DOCUMENT
BE MODIFIED WITHOUT THE PRIOR
WRITTEN CONSENT OF MND. THIS
DOCUMENT HAS BEEN PREPARED TO
DESCRIBE PROPOSED NEW WORK
AND DOES NOT NECESSARILY
REPRESENT AS-BUILT OR EXISTING
CONDITIONS. MND DOES NOT
WARRANT, IN ANY WAY, THE
ACCURACY OF THIS INFORMATION
AND SHALL NOT BE RESPONSIBLE
FOR ANY DISCREPANCY BETWEEN
THIS DOCUMENT AND THE EXISTING
CONDITIONS.
DATE
JOB NO.:
SCALE:
DATE:
CHECKED BY:
DRAWN BY:
SHEET:
ISSUE / REVISION
STAMP:
AS NOTED
A PER P.C.C.03.21.2025
ISSUED FOR P.C.
TITLE:
B REVISION 07.30.2025
AZIZ KERALLS
PROJECT
MA
MA
24100
OVERALL FLOOR
PLAN
A1.1
1901 E. DYER RD, UNIT A,
SANTA ANA, CA 92705
AZ HAIR LOUNGE
CLIENT
1901 E. DYER RD, UNIT A,
SANTA ANA, CA 92705
01/28/2025
SCALE
1/4" = 1’−0"1PROPOSED FLOOR PLAN
KEYNOTES
1 SHAMPOO WASH STATION
2 STYLING STATION
3 FRONT DESK RECEPTION
4 EXISTING COLUMN TO REMAIN
5 EXISTING DOOR TO REMAIN
6 EXISTING STOREFRONT TO REMIAN
7 DISPLAY SHELVES
8 UNISEX WALL SIGN
9 UNISEX DOOR SIGN
10 EMPLOYEES ONLY SIGN
11 NEW ELECTRICAL SUB−PANEL, REFER TO ELECTRICAL DWGS
12 REFRIGERATOR BIBB
13 WHEEL CHAIR SPACE
14 36" ACCESSIBLE ROUTE
PLAN LEGEND
FLOOR PLAN NOTES
1. ALL COUNTER HEIGHTS TO BE 34 INCHES IN HEIGHT.
2. ALL EQUIPMENT LOCATED ON COUNTERS, FOOD TRAYS, OR
OTHER DISPENSERS INTENDED FOR USE BY PATRONS, SHALL BE
LOCATED AND DESIGNED TO BE ACCESSIBLE IN ACCORDANCE
WITH THE PROVISIONS OF CBC CH.11B.
3. INSTALL TILE PER MANUFACTURERS RECOMMENDATIONS.
4. TILE TO BE SET ON DIMENSIONALLY STABLE CONCRETE
SUBFLOOR TO CONFORM TO ANSI A108.5 WITH ACRYLIC MODIFIED
DRY SET MORTAR. ALL DRY SET MORTAR IS TO BE MIXED WITH
ACRYLIC ADMIX IN LIEU OF WATER.
5. FLOOR TILE GROUTING IS TO CONFORM WITH ANSI A108.10 FOR
GROUTING OF FLOOR TILE WITH ACRYLIC MODIFIED PORTLAND
CEMENT GROUT. ALL GROUT IS TO BE MIXED WITH LIQUID WHICH
CONSISTS OF ONE PART CLEAN WATER AND ONE PART ACRYLIC
MORTAR ADMIX AS RECOMMENDED BY MANUFACTURER.
6. CLEAN TILE SURFACES AS THOROUGHLY AS POSSIBLE ON
COMPLETION OF GROUTING AND REMOVE ALL GROUT HAZE. ACID
BASED CLEANERS SPECIFICALLY PROHIBITED. RINSE TILE WORK
THOROUGHLY WITH CLEAN WATER BEFORE AND AFTER USING
AQUA MIX HEAVY DUTY TILE & GROUT CLEANER. POLISH W/ SOFT
CLOTH.
7. SEAL GROUT WITH CUSTOM BUILDING PRODUCTS PENETRATING
SEALER, APPLY PER MANUFACTURERS RECOMMENDATIONS.
8. ALL EXTERIOR WINDOWS ARE FIXED.
9. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE
TREATED, MOISTURE RESISTANT WOOD.
10. ALL THE CABINETS UNDER THE BEVERAGE COUNTERS ARE
EQUIPPED WITH LOCKING MECHANISMS.
11. EXTERIOR WALL DIMS ARE TO FACE OF CONCRETE FOUNDATION,
OR CMU. U.O.N., FLOOR SINK DIMS ARE FROM FACE OF
CONCRETE FOUNDATION U.O.N., INTERIOR WALL DIMS ARE TO
FACE OF STUD U.O.N. ALL MIN. AND CLEAR DIMENSIONS ARE TO
AND FROM FACE OF FINISH. DIMENSIONAL TOLERANCE FOR
FORMWORK AND FINISHED CONCRETE INSTALLATION SHALL BE
1/4" IN 10’−0" FOR PLAN DIMENSIONS AND ELEVATIONS.
12. ALL SEALANT TO BE PAINTABLE. SEAL PERIMETER OF ALL WALL
OPENINGS AND JOINTS WHERE MOVEMENT OF SURFACES WILL
ADMIT AIR OR WATER INTO BUILDING. SEAL ALL CONDUIT
PENETRATIONS TO BUILDING.
13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
PROVIDE AND INSTALL ALL WOOD BLOCKING, FURRING STRIPS,
OR GROUNDS DETAILED OR REQUIRED TO PROVIDE ANCHORAGE
FOR ALL FINISHES, ACCESSORIES, FIXTURES, ETC. AS REQUIRED
TO COMPLETE ALL WORK. ALL BLOCKING AND OR/BACKING SHALL
BE SECURELY BOLTED OR OTHERWISE ANCHORED IN PLACE.
14. FIRE EXTINGUISHER: #10 CLASS ABC WITH UL RATING 4A−60BC.
SURFACE MOUNTED ON WALL.
15. GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING
DIMENSIONS, AND SITE GRADES PRIOR TO START OF WORK.
NNNN
DE SI G NS
ME A NA AGAI BY
562.412.0662
mea na @mndesi gns c o.c o m
www.mndesi gns c o.c o m
MNDesi gns
DEMOLITION NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED PERMITS FOR
DEMOLITION WORK.
2. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THE SITE, AND SHALL FULLY
INFORM THEMSELVES AS TO ALL THE EXISTING CONDITIONS AND LIMITATIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING ALL REQUIRED
PEDESTRIAN PROTECTION, INCLUDING FENCES AND CANOPY; FOR CAPPING EXISTING
SEWER LINES, ELECTRICAL CONDUITS, ETC. AND SHALL HAVE THE ABOVE ITEMS
INSPECTED PRIOR TO STARTING ANY DEMOLITION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBEYING ALL STANDARD OSHA SAFETY
RULES AS SET FORTH IN THE OSHA (STATE OF CALIFORNIA) CONSTRUCTION SAFETY
ORDERS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTING ALL TEMPORARY SHORING
BRACING, ETC., FOR EXISTING CONSTRUCTION TO REMAIN. DESIGN OF ALL TEMPORARY
SUPPORTS SHALL CONSIDER ALL DEAD LOADS, LIVE LOADS, IMPACT LOADS, ETC., PER
C.B.C.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE ORDER OF WORK TO
BE PERFORMED FOR SHORING, DEMOLITION, AND NEW CONSTRUCTION FOR THE ENTIRE
PROJECT. THE CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR THE
DISCONNECTION AND CAPPING OF ALL AFFECTED UTILITY SERVICES. ALL
DISCONNECTIONS SHALL BE DONE IN ACCORDANCE WITH THE REGULATIONS OF THE
UTILITY CONCERNED. CAP ALL UTILITIES BELOW GRADE.
7. THE CONTRACTOR SHALL COORDINATE THE WORK TO MINIMIZE THE INTERRUPTION OF
UTILITY SERVICES, PARTICULARLY WATER, GAS, ELECTRIC, SEWER AND TELEPHONE
SERVICES. WHEN POSSIBLE, INTERRUPTIONS TO SERVICES SHALL BE MADE DURING NON−
OPERATING HOURS. SHOULD IT BE NECESSARY TO SHUT DOWN SERVICES DURING
OPERATING HOURS, THE CONTRACTOR IS REQUIRED TO GIVE THE OWNER’S
REPRESENTATIVE 24 HOURS WRITTEN NOTICE, AND BE LIMITED TO 30 MINUTE TIME
INTERVALS, UNLESS OTHER ARRANGEMENTS ARE MUTUALLY AGREED UPON IN ADVANCE.
8. PROVIDE ADEQUATE PROTECTION TO EXISTING FACILITIES, AND AREAS NOT REQUIRED
TO BE ALTERED. EXECUTE THE WORK IN SUCH A MANNER SO AS TO AVOID
INTERFERENCE WITH THE USE OF, OR PASSAGE TO AND FROM ADJOINING BUILDINGS AND
FACILITIES.
9. PERFORM ALL DEMOLITION AND REMOVAL OF WORK INDICATED ON DRAWINGS. SAWCUTS
ARE REQUIRED AT THE BOUNDARIES OF CONCRETE, ASPHALT, AND MASONRY BLOCK
WORK, TO BE REMOVED.
10. EXPLOSIVE, BLASTING, BURNING OF MATERIALS AND DEBRIS WILL NOT BE PERMITTED ON
THE SITE.
11. ITEMS NOT DESIGNATED FOR RETENTION BY THE OWNER BECOME THE PROPERTY OF
THE CONTRACTOR, WHO SHALL REMOVE SAME FROM THE SITE. VERIFY 48 HOURS PRIOR
TO COMMENCING DEMOLITION WHETHER THERE ARE ANY ITEMS DESIGNATED TO BE
RETAINED BY THE OWNER. REMOVE AND DELIVER ANY OWNER CLAIMED ITEMS TO THE
SITE STORAGE AREA DESIGNATED BY THE OWNER.
12. CLEAN−UP; DURING THE DEMOLITION WORK, CONTRACTOR SHALL REMOVE ALL
DEMOLISHED PARTS, TRASH AND DIRT IN A MANNER WHICH WILL LIMIT THE SPREAD OF
DIRT AND DUST TO THE OTHER AREAS OF THE SITE. DIRECT TRASH AND DUST SPREAD TO
OTHER AREAS SHALL BE CLEANED AND REMOVED FROM THE SITE BY THE CONTRACTOR.
UPON COMPLETION OF WORK HEREIN SPECIFIED, ALL AFFECTED AREAS WILL BE LEFT
THOROUGHLY CLEAN AND IN A SAFE CONDITION, FREE FROM MATERIALS OR EQUIPMENT
EXCEPT SALVAGED MATERIALS TO BE RETAINED BY THE OWNER.
13. HAZARDOUS MATERIALS: UNLESS OTHERWISE PROVIDED, THE ENGINEER AND HIS
CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE,
HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS
MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO
ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC
SUBSTANCES.
SCALE
1/4" = 1’−0"2EXISTING FLOOR PLAN
NNNN
FINISH SCHEDULE
ROOM
#ROOM NAME FLOOR WALL BASE WALL PAINT WALL COVER CLG CLG
HEIGHT REMARKSN E S W N E S W E N S W
100 HAIR SALON F−2 B−1 B−1 B−1 B−1 P−1 P−1 P−1 P−1 C−2 EXPOSED CEILING TO BE PAINTED BLACK
101 UNISEX RESTROOM F−1 B−1 B−1 B−1 B−1 WC−1 WC−1 WC−1 WC−1 C−1 9’ − 0"
102 BREAK ROOM F−2 B−1 B−1 B−1 B−1 P−1 P−1 P−1 P−1 WC−2 WC−2 EXISTING 9’ − 0"CEILING TO BE PAINTED WHITE
DOOR SCHEDULE
DOOR # TYPE
SIZE MATERIAL
REMARKSWIDTH HEIGHT DOOR FRAME
1 I 3’ − 0" 7’ − 0" D1 F1
DOOR GENERAL NOTES
1. ALL SWINGING PANEL DOORS ARE ACCESSIBLE
2. ALL ACCESS CONTROLLED DOORS SHALL BE "FAIL−OPEN" WHEN FIRE ALARM IS ACTIVATED OR
DURING LOSS OF POWER
3. THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE−HALF OF
THE DOOR LEAF WIDTH.
4. THE MAXIUMUM UNLATCHING FORCE DOES NOT EXCEED 15−POUNDS
5. WHERE KEY−LOCKING DEVICES ARE USED, POST A SIGN ON OR ADJACENT TO REQUIRED MAIN
EXIT DOOR WITH 1−IN. LETTERING STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING
IS OCCUPIED"
6. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A
KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.
DOOR HARDWARE NOTES
1. EGRESS DOORS OR GATES SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF
A KEY, SPECIAL KNOWLEDGE, OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS, AND
OTHER OPERATING DEVICES SHALL BE INSTALLED 34 TO 48 IN. ABOVE THE FINISHED FLOOR.
MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. THE
UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION.
(1010.1.9)
2. FOR ALL DOORS, VERIFY LOCKING FUNCTIONS AND MASTER KEYING WITH OWNER PRIOR TO
INSTALLATION
3. ALL DOORS SHALL HAVE LEVERED HANDLES UNLESS NOTED OTHERWISE
4. OPENING HARDWARE IS TO BE INSTALLED BETWEEN 34" AND 48" ABOVE FINISH FLOOR
5. ALL SWINGING PANEL DOORS TO HAVE 10" KICK PLATE (AS NOTED) OR SMOOTH SURFACE OF
EQUAL SPACE PER CBC 1133B.2.6
6. ALL DOOR THRESHOLD TO BE MAXIMUM OF 1/2" FOR ADA ACCESIBILITY
DOOR MATERIAL
D1 HOLLOW METAL PANEL
FRAME MATERIAL
F1 HOLLOW METAL FRAME
DOOR KEYNOTES
10. ALL INTERIOR CONCRETE: SMOOTH STEEL TROWEL FINISH
11. FINISH MATERIALS SHALL COMPLY WITH CALGREEN SECTIONS 5.504.4.1 THROUGH 5.504.4.6
12. VERIFICATION OF COMPLIANCE WITH CALGREEN SHALL BE PROVIDED AS REQUESTED BY
THE ENFORCING AGENCY.
13. INTERIOR WALL AND CEILING FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL
BE TESTED AS SPECIFIED IN SECTION 803.
14. NON−ABSORBENT INTERIOR FLOOR AND WALL FINISHES SHALL BE USED WITHIN AT LEAST 2
FEET AROUND AND PERPENDICULAR TO EXTEIOR ENTRIES AND/OR OPENINGS SUBJECT TO
FOOT TRAFFIC
15. WALLS AND CEILINGS OF ALL ROOMS SHALL BE OF A DURABLE, SMOOTH, NONABSORBENT,
AND EASILY CLEANABLE SURFACE EXCEPT FOR AREAS AS SPECIFIED IN 114271 (B). WHEN
OTHERWISE INSTALLED, THEY SHALL BE MOUNTED OR ENCLOSED SO AS TO FACILITATE
CLEANING. ATTACHMENTS TO WALLS AND CEILINGS, SUCH AS LIGHT FIXTURES,
MECHANICAL ROOM VENTILATION SYSTEM COMPONENTS, VENT COVERS, WALL MOUNTED
FANS, DECORATIVE ITEMS, AND OTHER ATTACHMENTS, SHALL BE EASILY CLEANABLE.
SECTION #: 114143, 114271
1. CEILING CONTRACTOR TO SUBMIT SHOP DRAWINGS OF ALL WORK BEING PERFORMED
2. INSTALL OWENS CORNING FIBERGLAS BATT INSULATION ’FLAME SPREAD 25’ W−PSK
INSULATION W/ EXTENDED FLANGES. COMPLIES W/ ASTM E−84, TYPE II, CLASS A "FLAME
SPREAD" IS CLASS I.
3. ALL PAINT TO HAVE 1 PRIMER COAT AND 2 FINISH COATS
4. ALL CONSTRUCTION MATERIALS SHALL BE NON−COMBUSTIBLE EXCEPT THOSE ALLOWED IN
IFC SECTION 807.1.2 AND IN ACCRDANCE WITH IBC SECTION 803.11 (I.E. CLASS A CEILING
TILES AND INSULATIONS AND FIRE TREATED WOOD, IF USED)
5. ALL FINISHES AND COVERINGS SPECIFIED ARE BASIS OF DESIGN AND THE CONTRACTOR
MAY SUBMIT FOR APPROVED EQUAL
6. PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL WET AREAS
7. DRYWALL FINISH TO BE CLASS 4
8. ALL SURFACES: EGG−SHELL FINISH PER SPECIFICATION
9. KITCHEN, JANITOR AND RESTROOM SURFACES: SEMI−GLOSS FINISH PER SPECIFICATION
FINISH GENERAL NOTES
B−1 700 SERIES, THERMOPLASTIC RUBBER ROPPE / 4" x 1/8" x 120’ COVE DARK GRAY OR TENANT TO SELECT
WALL BASE
WC−2 FRP MARLITE STANDARD FRP PEBBLED SURFACE/ WHITE UP TO 4’−0" ABOVE THE MOP SINK
WC−1 WALL TILE DALTILE 4 X 12 DESERT GRAY / MATTE OR TENANT TO SELECT
WALL COVER
P−1 PAINT BENJAMIN MOORE − AURA WHITE / SEMI−GLOSS OR TENANT TO SELECT
WALL PAINT
F−2 SEALED CONCRETE EXISTING CONCRETE EXISTING CONCRETE OR TENANT TO SELECT
F−1 PORCELAIN TILE DALTILE 2x2 SUEDE GRAY D208 / MATTE OR TENANT TO SELECT
FLOORING
PL−1 PLASTIC LAMINATE WILSONART / SOFT−CLOSE LINEN D427−60 OR TENANT TO SELECT
SS−1 SOLID SURFACE CORIAN EVEREST OR TENANT TO SELECT
CASEWORK
C−2 OPEN STRUCTURE OPEN STRUCTURE BLACK OR TENANT TO SELECT
C−1 WATER RESISTIVE GYPSUM BOARD USG ENSEMBLE ACOUSTICAL WHITE / SMOOTH SURFACE OR TENANT TO SELECT
CEILING
ITEM # ITEM NAME MANUF / PRODUCT COLOR / FINISH COMMENTS
FINISH LEGEND
B
B
REVISION
Bldg# 101124765
APPROVALS
PLNG - CSantanaBLDG
- CSG Consultants
EQ EQ
EQ
E
Q
HAIR SALON
100
UNISEX
RESTROOM
101
BREAK ROOM
102
9’−0"
9’−0"
1 TYP.
2
1
3
33
TYP.
E.S.GYPSUM BD CEILING
?
CEILING HEIGHT A.F.F.
KEYNOTE CALLOUT − SEE THIS SHEET
ROOM NAME & NUMBER
ROOM NAME
101
1 X 4 SURFACE MTD LIGHTING
FIXTURE PER ELEC DWGS
ILLUMINATED EXIT SIGN −
REF ELEC DWGS
0
EXPOSED STRUCTUREE.S.
MILL WORK
CABINET OR
COUNTER
3/8" R
CERAMIC
FLOOR TILE
BASE TILE
1/4" THICK
MAX. SETTING
BED (TYP.)
3/16" GROUT
(TYP.)
SEALED
CONCRETE
3/8" R
CERAMIC
TILE BASE
1/4" THINSET
GROUT SETTING
BED
WALL FINISH OR
FACE OF CABINET
(WHERE OCCURS)
3/8" R
CERAMIC
FLOOR TILE
BASE TILE
1/4" THICK
MAX. SETTING
BED (TYP.)
3/16" GROUT
(TYP.)
3/4" CDX PLYWD., WRAP
ENTIRE SHELF w/ 24 GA.
STAINLESS STEEL OR EQUAL.
WATER HEATER, SEE
PLUMBING DRAWINGS
GALV. SHEET METAL PAN
PAINT
SEISMIC STRAP
BLOCKING
T.F.S.
CEILING PER PLAN
5/8" GYP. BD. OVER 2 X
FRAMING @ 16" O.C.
F.R.P. PANEL, T.O. MOP SINK TO
UNDERSIDE OF WATER HEATER SHELF
PER RCP
6’ − 0"
BRACE SUPPORT PER GC
INTERIORINTERIOR
DOOR AND FRAME PER SCHEDULE
HEADER & JAMB PER LIGHT
GAUGE CONSTRUCTION
WALL PER WALL TYPE
ADA COMPLIANT THRESHOLD
SET IN SEALANT PER SCHEDULE
CONC FLOOR PER STRUCT
FLOOR FINISH PER SCHEDULE
HEAD/JAMB
THRESHOLD
NOTE:
THRESHOLD OCCURS AT CHANGE
OF FLOOR MATERIALS
5/8" GYP. BD.
2x6 CEILING JOISTS
@ 16" O.C.
2x LEDGER
HU24
1/2" x 3 1/2" LAG @
EACH STUD (16" O.C.)
PER RCP
FINISHED MATERIAL
1 1/4" ~ GRAB BAR PER
NOTE: GRAB BAR TO SUPPORT 250 POUNDS MINIMUM.
METAL STUD BACKING TO MATCH
WALL THICKNESS
METAL BACKING PLATE
ATTACH W/ 3 3/8" R.H.M.S. AS SHOWN
1 1/2"
33
"
T
O
3
6
"
FI
N
I
S
H
F
L
O
O
R
AS NOTED
THIS DOCUMENT, THE IDEAS AND
DESIGNS INCORPORATED HERE IN,
ASAN INSTRUMENT OF
PROFESSIONALSERVICE, IS THE
PROPERTY OF MNDESIGNS CO. AND
IS NOT TO BE USED IN WHOLE OR IN
PART, FOR ANY OTHER PROJECT
WITHOUT THE WRITTEN
AUTHORIZATION OF MND. THIS
DOCUMENT IS NOT TO BE
REPRODUCED AND/OR MODIFIED IN
ANY WAY, NOR SHALL ANY
REPRODUCTION OF THIS DOCUMENT
BE MODIFIED WITHOUT THE PRIOR
WRITTEN CONSENT OF MND. THIS
DOCUMENT HAS BEEN PREPARED TO
DESCRIBE PROPOSED NEW WORK
AND DOES NOT NECESSARILY
REPRESENT AS-BUILT OR EXISTING
CONDITIONS. MND DOES NOT
WARRANT, IN ANY WAY, THE
ACCURACY OF THIS INFORMATION
AND SHALL NOT BE RESPONSIBLE
FOR ANY DISCREPANCY BETWEEN
THIS DOCUMENT AND THE EXISTING
CONDITIONS.
DATE
JOB NO.:
SCALE:
DATE:
CHECKED BY:
DRAWN BY:
SHEET:
ISSUE / REVISION
STAMP:
AS NOTED
A PER P.C.C.03.21.2025
ISSUED FOR P.C.
TITLE:
B REVISION 07.30.2025
AZIZ KERALLS
PROJECT
MA
MA
24100
REFLECTED
CEILING PLAN &
DETAILS
A2.1
1901 E. DYER RD, UNIT A,
SANTA ANA, CA 92705
AZ HAIR LOUNGE
CLIENT
1901 E. DYER RD, UNIT A,
SANTA ANA, CA 92705
01/28/2025
SCALE
1/4" = 1’−0"1REFLECTED CEILING PLAN
KEYNOTES
1 NEW LIGHT, REFER TO ELECTRICAL DWGS
2 WATER HEATER ABOVE
3 EXISTING COLUMN TO REMAIN
RCP LEGEND
RCP NOTES
1. REF ELECTRICAL DWGS FOR ALL POWER, DATA & LIGHTING
FIXTURE INFO
2. REF MECHANICAL DWGS FOR ALL DUCTS & VENTS LAYOUT
3. REF FINISH SCHEDULE FOR ADDITIONAL INFO
DE SI G NS
ME A NA AGAI BY
562.412.0662
mea na @mndesi gns c o.c o m
www.mndesi gns c o.c o m
MNDesi gns
SCALE
3/4" = 1’−0"5BASE TILE DETAIL
SCALE
3/4" = 1’−0"2WATER/HEATER DETAIL
SCALE
3" = 1’−0"6INT DR HEAD/JAMB/THRESHOLD
SCALE
1" = 1’−0"4CEILING TRANSITION
SCALE
1 1/2" = 1’−0"3GRAB BAR SUPPORT
NNNN
B