MBA 2023-0001 Andalusia Clubhouse (04.12.2023)ta �W
_ _ CALIFORNIA
April 12, 2023
Nolan Sparks
National Mortgage & Land Company
81570 Carboneras
La Quinta, CA 92253
SUBJECT: MODIFICATION BY APPLICANT 2023-0001
ANDALUSIA KITCHEN ADDITION/REMODEL
Dear Mr. Sparks:
The Design and Development Department has reviewed your request to make site
improvements to the existing Andalusia clubhouse at 58830 Marbellas. The proposal includes
minor interior and exterior changes to the Andalusia Kitchen addition/remodel. The project
includes a 477 square foot expansion to the 10,019 square foot clubhouse. The plan
modifications are minor and will not result in a significant change in the original project as
approved by the decision-making authority. Therefore, the modification is approved as shown
on the attached exhibit, subject to the following conditions of approval:
1. The applicant agrees to defend, indemnify, and hold harmless the City of La Quinta
("City"), its agents, officers and employees from any claim, action or proceeding to
attack, set aside, void, or annul the approval of this Modification By Applicant. The City
shall have sole discretion in selecting its defense counsel.
The City shall promptly notify the applicant of any claim, action or proceeding and
shall cooperate fully in the defense.
3. The applicant shall inform the City of La Quinta's Planning division of any subsequent
changes. Additional modifications may require subsequent review and may result in
additional condition(s) of approval.
4. The applicant shall apply for and obtain all necessary building and grading City of La
Quinta permits as required.
Thank you for your attention to these items, and if you have any questions, please contact me
directly at (760) 777-7069 and/or at cflores laquintaca.gov
Sincerely,
G4 �
Carlos Flores
Senior Planner
Design and Devek
AT CORAL MOUN AIN
SWIM & TENNIS CENTER
KITCHEN REMODEL & ADDITION
F58-830 MARBELLA
LA QUINTA., CA 92253
° A PN # 764-840-023
SCOPE OF WORK
1. REMODEL EXISTING KITCHEN AREA. SEE KITCHEN CONSULTANT'S PLANS FOR NEW KITCHEN LAYOUT.
2. BUILD AN ADDITIONAL 411 60. FT. OF ATTACHED KITCHEN AREA UTILIZING ONE HALF OF THE EXISTING COVERED BREEZEWAY.
SQUARE FOOTAGE
EXISTING KITCHEN: 1,387 S.F.
KITCHEN ADDITION: +477 S.F.
TOTAL NEW KITCHEN: 1,864 S.F.
F
05E&T EX15TING
CE661BLE VAN
RKING
F
EA 01= ADDITION
LOW COVEREDEEZEuJA`I'
PROJECT
SITE
PGA weet
Resort Cao I F
Course
Ave_
53rd) Ave.
54th 14ve.
VICINITY MAP
I
m, =FW
Ave.
58th lAve.
u
� �2rd Ave
4th Ave.
65th '4\4
6 th 1 Ave.
91
c�
0
E
L
0
FA
NOTE:
THE DEVELOPER / CONTRACTOR / OWNER IS RESPONSIBLE FOR THE VERIFICATION
OF EXI5TIN6 CURB (OR EDGE OF STREET PAVING IF NO CURB EXISTS) LOCATION
FROM THE PROPERTY LINE (5) WITH THE PUBLIC WORKS DEPARTMENT.
NOTE:
ALL "OR EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE
CITY BLDG. DEPT. OFFICIAL PRIOR TO INSTALLATION OF THE ITEM.
I�EFFEREI� SU5MI TTAL. NOTE:
DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER
OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN REVIEW.
DEFERRED SUBMITTALS: I. FIRE SPRINKLER DRAWINGS
NOTE:
THE BUILDER HAS REQUESTED, CONTRACTED WITH AND 15 COMPENSATING
PEKAREK ARCHITECTS, INC. FOR THE LIMITED SERVICES OF PROVIDING THE
MINIMUM ARCHITECTURAL DRAWIN65 REQUIRED, WHEN COMBINED WITH THE
BUILDER'S OTHER CONSULTANT DRAWINGS, TO OBTAIN A BUILDING PERMIT FOR THIS
PROJECT. THESE DRAWINGS ARE NOT INTENDED TO, NOR DO THEY, DETAIL ALL
CONDITIONS, IDENTIFY ALL MATERIALS, OR DEFINE OR LIMIT THE SCOPE OF WORK
REQUIRED TO COMPLETE THE PROJECT. THE BUILDER HAS REQUESTED, ACCEPTS
AND REPRESENTS THAT HE WILL SELECT ALL MATERIALS AND MANUFACTURERS,
QUALIFY AND SELECT ALL SUBCONTRACTORS AND INSTALLERS, DIRECT ALL WAYS
AND MEANS OF CONSTRUCTION, AND PROVIDE ALL ADDITIONAL INFORMATION,
ABOVE AND BEYOND THESE DRAWIN65, REQUIRED TO COMPLETE THE PROJECT IN
COMPLIANCE WITH ALL GOVERNING AGENCIES AND THE WORK WILL MEET OR
EXCEED ACCEPTED INDUSTRY STANDARDS.
AERIAL VIEW
PROJECT DATA
OWNER/BUILDER SUNRISE LQ, LLC
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
TEL: (160) 112-1288
BUILDER'S CONSULTANTS
ARCHITECT PEKAREK ARCHITECTS, INC.
31411 CAMINO CAPISTRANO, SUITE 300
SAN JUAN CAPISTRANO, CA. '32615
TEL: (949) 401-2320
FAX: (949) 461-2321
CONTACT: MARK PEKAREK
STRUCTURAL ENGINEER
MECHANICAL, ELECTRICAL
PLUMBING, & T-24
KITCHEN CONSULTANT
FIRE SPRINKLERS
(DEFERRED SUBMITTAL)
GOUVI5 ENGINEERING
4400 CAMPUS DRIVE
NEWPORT BEACH, CA 92660
TEL: (949) 152-1612
FAX: (949) 152-5321
CONTACT: MIKE HOUSHMAND
GOUVIS ENGINEERING
4400 CAMPUS DRIVE
NEWPORT BEACH, CA 92(o60
TEL: (949) 152-1612
FAX: (949) 152-5321
CONTACT: MIKE HOUSHMAND
TRIMARK ORANGE COUNTY
210 COMMERCE
IRVINE, CA 992602
TEL: (949) 414-1000
CONTACT: ERIC SMITH
SHASTA FIRE PROTECTION, INC.
12120 NORTHSHORE ST., SUITE "C"
THOUSAND PALMS, CA 92216
TEL: (208) 261-gIl6
CONTACT: JOSEPH KENZ
BUILDING DEPARTMENT DATA
PLANNING DEPARTMENT
BUILDING DEPARTMENT
CITY OF LA QUINTA, CA.
TEL: (160) 111-1125
CITY OF LA QUINTA, CA.
TEL: (160) 111-1012
BUILDING CODE 2019 CALIFORNIA BUILDING CODES.
2019 CALIFORNIA PLUMBING CODE.
2019 CALIFORNIA MECHANICAL CODE.
2019 CALIFORNIA ELECTRICAL CODE.
2019 BUILDING ENERGY EFFICIENCY STANDARDS.
2019 CALIFORNIA GREEN BUILDING STNADARDS CODE
O LA QUINTA MUNICIPAL CODE
OCCUPANCY KITCHEN REMODEL 4 ADDITION
(UNDER THIS PERMIT) OCCUPANCY A-2
TYPE OF CONSTRUCTION TYPE OF CONSTRUCTION: (EXISTING) VB (2011 CODE V NON -RATED)
NUMBER OF STORIES 1
FIRE SPRINKLERS FULLY SPRINKLERED PER 201q CALIFORNIA BUILDING CODE
SECTION qO3 AND THE 201q CALIFORNIA FIRE CODE
(FIRE SPRINKLER DRAWINGS TO BE A DEFERRED SUBMITTAL)
INDEX OF DRAWINGS
� 5th
of
�
Q
0
&Oth
Ave.
COVER SHEET
0
L
ARCHITECTURAL 51TE PLAN
A-1
� �
61st
Ave.
A-3
NEW FLOOR PLAN
A-4
EXITING PLAN
A-5
ARCHITECTURAL SECTION 4 BREEZEWAY ELEVATION
&2nd
Ave
STRUCTURAL DRAB N&S
� �2rd Ave
4th Ave.
65th '4\4
6 th 1 Ave.
91
c�
0
E
L
0
FA
NOTE:
THE DEVELOPER / CONTRACTOR / OWNER IS RESPONSIBLE FOR THE VERIFICATION
OF EXI5TIN6 CURB (OR EDGE OF STREET PAVING IF NO CURB EXISTS) LOCATION
FROM THE PROPERTY LINE (5) WITH THE PUBLIC WORKS DEPARTMENT.
NOTE:
ALL "OR EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE
CITY BLDG. DEPT. OFFICIAL PRIOR TO INSTALLATION OF THE ITEM.
I�EFFEREI� SU5MI TTAL. NOTE:
DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER
OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN REVIEW.
DEFERRED SUBMITTALS: I. FIRE SPRINKLER DRAWINGS
NOTE:
THE BUILDER HAS REQUESTED, CONTRACTED WITH AND 15 COMPENSATING
PEKAREK ARCHITECTS, INC. FOR THE LIMITED SERVICES OF PROVIDING THE
MINIMUM ARCHITECTURAL DRAWIN65 REQUIRED, WHEN COMBINED WITH THE
BUILDER'S OTHER CONSULTANT DRAWINGS, TO OBTAIN A BUILDING PERMIT FOR THIS
PROJECT. THESE DRAWINGS ARE NOT INTENDED TO, NOR DO THEY, DETAIL ALL
CONDITIONS, IDENTIFY ALL MATERIALS, OR DEFINE OR LIMIT THE SCOPE OF WORK
REQUIRED TO COMPLETE THE PROJECT. THE BUILDER HAS REQUESTED, ACCEPTS
AND REPRESENTS THAT HE WILL SELECT ALL MATERIALS AND MANUFACTURERS,
QUALIFY AND SELECT ALL SUBCONTRACTORS AND INSTALLERS, DIRECT ALL WAYS
AND MEANS OF CONSTRUCTION, AND PROVIDE ALL ADDITIONAL INFORMATION,
ABOVE AND BEYOND THESE DRAWIN65, REQUIRED TO COMPLETE THE PROJECT IN
COMPLIANCE WITH ALL GOVERNING AGENCIES AND THE WORK WILL MEET OR
EXCEED ACCEPTED INDUSTRY STANDARDS.
AERIAL VIEW
PROJECT DATA
OWNER/BUILDER SUNRISE LQ, LLC
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
TEL: (160) 112-1288
BUILDER'S CONSULTANTS
ARCHITECT PEKAREK ARCHITECTS, INC.
31411 CAMINO CAPISTRANO, SUITE 300
SAN JUAN CAPISTRANO, CA. '32615
TEL: (949) 401-2320
FAX: (949) 461-2321
CONTACT: MARK PEKAREK
STRUCTURAL ENGINEER
MECHANICAL, ELECTRICAL
PLUMBING, & T-24
KITCHEN CONSULTANT
FIRE SPRINKLERS
(DEFERRED SUBMITTAL)
GOUVI5 ENGINEERING
4400 CAMPUS DRIVE
NEWPORT BEACH, CA 92660
TEL: (949) 152-1612
FAX: (949) 152-5321
CONTACT: MIKE HOUSHMAND
GOUVIS ENGINEERING
4400 CAMPUS DRIVE
NEWPORT BEACH, CA 92(o60
TEL: (949) 152-1612
FAX: (949) 152-5321
CONTACT: MIKE HOUSHMAND
TRIMARK ORANGE COUNTY
210 COMMERCE
IRVINE, CA 992602
TEL: (949) 414-1000
CONTACT: ERIC SMITH
SHASTA FIRE PROTECTION, INC.
12120 NORTHSHORE ST., SUITE "C"
THOUSAND PALMS, CA 92216
TEL: (208) 261-gIl6
CONTACT: JOSEPH KENZ
BUILDING DEPARTMENT DATA
PLANNING DEPARTMENT
BUILDING DEPARTMENT
CITY OF LA QUINTA, CA.
TEL: (160) 111-1125
CITY OF LA QUINTA, CA.
TEL: (160) 111-1012
BUILDING CODE 2019 CALIFORNIA BUILDING CODES.
2019 CALIFORNIA PLUMBING CODE.
2019 CALIFORNIA MECHANICAL CODE.
2019 CALIFORNIA ELECTRICAL CODE.
2019 BUILDING ENERGY EFFICIENCY STANDARDS.
2019 CALIFORNIA GREEN BUILDING STNADARDS CODE
O LA QUINTA MUNICIPAL CODE
OCCUPANCY KITCHEN REMODEL 4 ADDITION
(UNDER THIS PERMIT) OCCUPANCY A-2
TYPE OF CONSTRUCTION TYPE OF CONSTRUCTION: (EXISTING) VB (2011 CODE V NON -RATED)
NUMBER OF STORIES 1
FIRE SPRINKLERS FULLY SPRINKLERED PER 201q CALIFORNIA BUILDING CODE
SECTION qO3 AND THE 201q CALIFORNIA FIRE CODE
(FIRE SPRINKLER DRAWINGS TO BE A DEFERRED SUBMITTAL)
INDEX OF DRAWINGS
LLCSED
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
(760) 772-7000
7G�4EN REMODEL $ Ar;)D 1 T 1 ON =�RAVN I N&S
SEAL PEKAREK ARCHITECTS, INC. HEREBY
EXPRESSLY RESERVES ITS COMMON��
AfRi PROPERTY LAW COPYRIGHT
RIGH SAIN ND OTHER SE PLANS.
f� THESE PLANS ARE NOT TO BE
MARK F� REPROODUCED,COPIEDOR
ER
IN NORNY RE THEY TO BE
.71 WHATSOEVER
P WHAtSOEVER NOR ARE THEY t0 BE
ASSIGNED t0 ANY THIRD PARTY,
THE
N� � EXPRESS TEN PERMISSION
WRITTEN
ARCHITECT. AND
RENfeW11LD/�TH CONSENT OF THE ARCHITECT.
N� \� EONSE T OF THE
9r�oFCA`��pQ�
ARC.,�4TECTURAL. I:)®GUMENTS
C5
COVER SHEET
ASP
ARCHITECTURAL 51TE PLAN
A-1
ARCHITECTURAL SLAB LAYOUT
A-2
EXISTING FLOOR PLAN
A-3
NEW FLOOR PLAN
A-4
EXITING PLAN
A-5
ARCHITECTURAL SECTION 4 BREEZEWAY ELEVATION
A-6
ROOF PLAN
STRUCTURAL DRAB N&S
6N1A
GENERAL NOTES 4 REQUIREMENTS
5N15
SPECIAL INSPECTIONS
5N2
STRUCTURAL DETAILS 4 NOTES
SN3
STRUCTURAL DETAILS 4 NOTES
6-1.1
FOUNDATION PLAN
5-1.2
ROOF FRAMING PLAN
5D1
STRUCTURAL DETAILS
MECHANICAL SRA I N&S
M-0.1
GENERAL NOTES 8 LEGENDS
M-0.2
EQUIPMENT SCHEDULES
M-0.3
FOOD SERVICE PLANS - FOR REFERENCE
M-0.4
FOOD SERVICE PLANS - FOR REFERENCE
M-0.5
FOOD SERVICE PLANS - FOR REFERENCE
M-0.6
FOOD SERVICE PLANS - FOR REFERENCE
M-2.1
BUILDING NEW FLOOR PLAN - KITCHEN REMODEL 4 ADDITION
M-2.2
MECHANICAL SECTIONAL VIEW
M-2.3
BUILDING NEW FOOR PLAN - KITCHEN REMODEL 8 ADDITION
MD -1
DETAILS
ELEGTR GALc DRAA1N65
E-0.1
SHEET INDEX 4 GENERAL NOTES
E -0.1A
DEMO NOTES
E-0.2
A55RIE VIATION5 4 SYMBOLS LIST
E-0.3
DETAILS
E-0.4
PART SITE PLAN, SINGLE LINE DIAGRAM, 4 PANEL SCHEDULES
E-0.5
KITCHEN REMODEL - EQUIPMENT SCHEDULES
E-0.6
KITCHEN REMODEL - EQUIPMENT SCHEDULES
E-3.1
EXISTING FLOOR PLAN
E-3.2
NEW FLOOR PLAN KITCHEN REMODEL - LIGHTING
E-3.3
NEW FLOOR PLAN KITCHEN REMODEL - POWER
E.-4.1
NORMAL PHOTOMETRIC -NEW FLOOR PLAN KITCHEN REMODEL
E-4.2
EGRESS PHOTOMETRIC - NEW FLOOR PLAN KITCHEN REMODEL
E-4.3
LIGHTING SPECIFICATIONS
E-5.1
TITLE 24 LTI INDOOR FORMS
f=LJM5N& DRA 1N&S
P-0.1
GENERAL NOTES 4 SHEET INDEX
P-0.2
MATERIAL, 4 FIXTURE SCHEDULES AND CALCULATIONS
P-0.3
KITCHEN FIXTURE SCHEDULES 8 CALCULATIONS
P-2.0
EXISTING FLOOR PLAN
P -2.1A
BUILDING - FLOOR PLAN COLD/HOT WATER
P-2.15
BUILDING FLOOR PLAN: NATURAL GAS
P -2.1C
WASTE 8 VENT PIPING AND STORM DRAIN
P -2.11D
BUILDING - ROOF PLAN
P-4.1
GAS ISOMATRIC
P -D.1
DETAILS
P -E.1
EXISTING PLANS (FOR REFERENCE ONLY)
F` -E.2
EXISTING PLANS (FOR REFERENCE ONLY)
T-:24
T24 -MM TITLE 24 FORMS MANDATORY MEASURES
T24-1
TITLE 24 ENERGY COMPLIANCE FORMS
TCHEN DES &N DRAB 1 N&S
K0.0
FOODSERVICE EQUIPMENT CONSTRUCTION NOTES / SHEET INDEX
K1.1
FOODSERVICE EQUIPMENT PLAN
K2.1
FOODSERVICE EQUIPMENT SCHEDULE
K2.2
FOODSERVICE EQUIPMENT SCHEDULE
K3.1
FOODSERVICE PLUMBING IN -SLAB PLAN
K3.2
FOODSERVICE PLUMBING ABOVE -SLAB PLAN
K4.1
FOODSERVICE ELECTRICAL ROUGH -IN PLAN
K5.1
FOODSERVICE CRITICAL WALL DIMENSION PLAN
K5.2
FOODSERVICE CURB / DEPRESSION PLAN
K5.3
FOODSERVICE WALL BACKING / STRUCTURAL SUPPORT PLAN
K6.1
FOODSERVICE REFRIGERATION / CONDUIT PLAN
K11
FOODSERVICE VENTILATION PLAN
K0.1
FOODSERVICE CONSTRUCTION DETAILS
K9.1
FOODSERVICE KEY ELEVATION PLAN
K9.2
FOODSERVICE ELEVATIONS
K10.1
FOODSERVICE EXHAUST HOOD DETAILS
K10.2
FOODSERVICE EXHAUST HOOD DETAILS
K10.3
FOODSERVICE EXHAUST HOOD DETAILS
K10.4
FOODSERVICE EXHAUST HOOD DETAILS
INDEX OF VI5I0N&
BSI'
DATE
DESCRIPTION OF REVI6ION6
2-9-23
BUILDING DEPT. CORRECTIONS
OJMH
LU architecture planningSUNRISE
31411 camino capistrano
Q suite 300
san juan capistranoCOUNTRY
LU ca, 92675
CL (949) 487-2320
architects, inc.
LLCSED
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
(760) 772-7000
FiNDFiLu$lPi.�
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KITCHEN REMODEL & ADDITION
SEAL PEKAREK ARCHITECTS, INC. HEREBY
EXPRESSLY RESERVES ITS COMMON��
AfRi PROPERTY LAW COPYRIGHT
RIGH SAIN ND OTHER SE PLANS.
f� THESE PLANS ARE NOT TO BE
MARK F� REPROODUCED,COPIEDOR
ER
IN NORNY RE THEY TO BE
.71 WHATSOEVER
P WHAtSOEVER NOR ARE THEY t0 BE
ASSIGNED t0 ANY THIRD PARTY,
THE
N� � EXPRESS TEN PERMISSION
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ARCHITECT. AND
RENfeW11LD/�TH CONSENT OF THE ARCHITECT.
N� \� EONSE T OF THE
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2 -1f -23
SHEET
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1-27-22
2ND BUILDING DEPT. CHECK
2-1-23
JOB NO.
21-01
DRANN E3Y
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EXISTING
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PARKING
OXISTINC
DETACT
WARNIf
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COLOR
11
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DETECTA5LE WARNING SURFACES SHALL CONTRAST VISUALL'' WITH ADJACENT
JJALKINCx SURFACES EITHEF, OR DARK-ON-LIGLTL THE MATERIAL
USED TO PRO /ID CONSTRAST SHALL 5E AN INTEGRAL PART OFTHE SURFACE.
PER C>3C , SEC. II5-70EaJ.13
N07E
ONLY AFFRovED DSA -AC DETECTA5LE WARNING PRODUCTS AND DIRECTIONAL
SURFACES SMALL 5E INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF
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(CCR), TITLE 24, PART I, CHAPTER E�, ARTICLE 2, 3 AND 4,
PER CSC, SEC. 115-705.3
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san juan capistrano
Lu ca, 92675
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SUNRISE LLC
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
772-7000
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EXPRESSLY RESERVES ITS COMMON
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fT THESE PANS ARE NOT TO
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architecture • planning
LUSUNRISE
31411 camino CapistranoFiNIDRLU
Q suite 300
� san juan capistranoCOUNTRY
LU ca, 92675
(949) 487-2320
architects, inc.
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300 EAGLE DANCE CIRCLE
PALM DESERT, CA 9221 1
(760) 772-7000
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SEAL EXPRESLYARCHITECTS,
RESERVES INC.
ITS COMMON NO.
LAID COPYRIGHT AND OTHER
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PLARIGHTS IN THESE
NOT TO BE
COPIED R
CHANGED MANNER
MARK �� WHATSOEVER,
IN ANY ARE THEY
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ASSIGNED t0 ANY THIRD PARTY,
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EXISTING FLOOR PLAN
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2-�1-23
SHEET
A-2
JOB NO.
22-01
DRAWN BY
JMH
NEW FLOOR PLAN
NOTE: ALL DIMENSIONS TO ROUGH FRAMING, U.N.O.
NOTE
SEE KITCHEN CONSULTANT'S DRAWING6 FOR
EQUIPMENT LAYOUT 4 SPECIFICATIONS.
F
EGEND
KITCHEN
B
1,864
200
9
OCCUPANCI' USE
OCCUPANCI' CLAS5IF I CATION
NET AREA (50. FT.)
OCCUPANT LOAD FACTOR
UPANT LOAD
SCALE 1/4" = V- 0"
WALL LEGEND
NEW 2 x 4 STUDS im 16 " O.G.
NEW 2 x 6 STUDS a 16" O.C.
EXISTING WALLS TO BE REMOVED
EXISTING WALLS TO REMAIN
O
DOOR NOTES..
1. MANUALLY OPERATED EDGE OR SURFACE -MOUNTED FLUSH BOLTS ARE
PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED
AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE
AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE -
MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE
MORE THAN ONE OPERATION.
2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH
ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT
BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH PULL ACTIVATING BARS,
OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING
THE ABILITY TO GARSP THE OPENING HARDWARE.
3. HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN
30" AND 44" ABOVE THE FLOOR
4. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2' LOWER THAN
THE THRESHOLD OF THE DOORWAY.
5. THE BOTTOM 10' OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL
HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE
OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR
HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10'
HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR,
WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST
WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.
6. ALL NEW DOORS TO BE SOLID CORE WOOD.
FLOOR PLAN NOTES
THE OWNER/BUILDER 16 SOLELY RESPONSIBLE FOR SELECTION OF ALL
INTERIOR FIXTURES, APPLIANCES AND THEIR INSTALLERS. IT IS
EXCLUSIVELY THE OWNER/BUILDER'S RESPONSIBLITY TO VERIFY,
APPROVE AND SUPERVISE THE INSTALLATION OF ALL INTERIOR FIXTURES
AND APPLIANCES PER MANUFACTURER'S SPECIFICATIONS, C.R.C. AND
LOCAL CODES.
1. 3 -COAT 1/8' EXTERIOR STUCCO OVER HIGH RIBS LATH AND 60 MINUTE BUILDING
PAPER (WHEN APPLIED OVER WOOD BASE SHEATHING, INCLUDE 2 LAYERS OF GRADE
D PAPER INSTALL PER 2019 CRC SEC. R103 THRU 1032 t 103b3. (SAND FINISH)
2. EXISTING EMPLOYEE RESTROOMS TO COMPLY WITH CBC, SEC. II5-603 AND 604.
3. GEOMETRIC SYMBOLS AT ENTRANCES TO TOILET AND BATHING ROOMS SHALL BE
MOUNTED AT 58' MIN. AND 60' MAX ABOVE THE FINISHED FLOOR
PER CBC, SEC. I15 -103.12b.
4. NEW 2x4 STUDS m I6' O.C.
5. NEW 2x6 STUDS t+ 16' O.C.
6. EXISTING WALLS TO BE REMOVED.
SQUARE FOOTAGE
EXISTING KITCHEN:
KITCHEN ADDITION:
TOTAL NEW KITCHEN:
1,387 S.F.
+477 S.F.
1,864 S.F.
�SzEXPRESSLY
architecture planning
W
31411 camino capistranoSUNRISE
Q suite 300
san Juan capistrano
Lu ca, 92675
r2 (949) 487-2320
architects, inc.
LLCSED
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
(760) 772-7000
FiNDFiLu$lPiMARK
[
{
KITCHEN REMODEL & ADDITION
SEAL PEKAREK ARCHITECTS, INC. HEREBY
RESERVES ITS COMMON��
ARC,yoP COPYRIGHT AND OTHER PLANS.
f� THESE PLANS ARE NOT TO BE
REPROODUCED,COPIED OR
O� CHANCsED IN ANY LORI I OR MANNER
P WHATSOEVER, NOR ARE THEY TO BE
ASSIGNED t0 ANY THIRD PARTY,
N� WITHOUT WRITTEN
TEN OBTAINING THE
N� r�T� \� EXPRESS WRITTEN PERMISSION AND
RENfeW11LD/�TH CONSENT OF THE ARCHITECT.
9r�OFCAI'►Y
NO.
DESCRIPTION OF REVISION
DATE
fi�� fi
KITCHEN ADDITION
FLOOR PLAN
PLOT DATE
2 -1f -23
SHEET
A-3
BUILDING DEPARTMENT CORRECTIONS
2-a-23
JOB NO.
22-0 I
DRAWN BY
JM
i u
(E)
COVERED
BREEZEWAY
SLPG. CLG.
---------------
----------- —-- -- --- -
0— O OV
i o
(E) ) ----- I
CHANGIN ANI RQ9V I NOTE:
SEE KITCHEN DRWAINGS
(E) I I I FOR INTERIOR EQUIPMENT
I I I I MEN'S I I I LAYOUT
I I I I I I (E) I
13'-I1"
E
❑
'--
I I (E)
II
II IIII
VESTIBULE
MEN'SEMPOS LOCKERS
G .
—
--
.
. III
EXIT
rE116.111
EMPE
LOYEE
LOCKERS ------------
Ivi
I -_--------------_ (E)ED] (E OFFICECOVERED
E 10 GLC.BREEZEWAY EMPLOYEE KITCHENWOMEN (E)
ST AGE 477 T.
OL -1 LPOSTMAXYOCCUPANC
PROVIDE TACTILE
EXIT SIGN PER
(E) CBC, SEC. 1013_4
xBREAK
ROOM (E) (�EXIT
7 EXiT
WOMEN'S (E) 22'�,"
LOCKERS WOMEN'S
VESTIBULE
WOMEN'S
NOTE-
SEEhn
LL1tL11
KITCHEN DRWANG
FOR INTERIOR EQUIPM NT
IT ------------ ' I LAYOUT
O �_ —a-
-—
a
EXITING PLAN
NOTE: ALL DIMENSIONS TO ROUGH FRAMING, U.N.O.
NOTE:
SEE KiTCHEN CONSULTANT'S DRAWING5 FOR
EQUIPMENT LAYOUT 4 SPECIFiCATiONS.
I
I
I
I
I
I
I I `
I I \
I I \
I I `
I I v Q
E X i T= P,4 T 4 �F= T R,4 V E L= I
SEE 154EPT ASP
i
(E)
COVERED
ARCADE
SLPG. CLG.
NOTE:
SEE KITCHEN DRWAINGS
FOR INTERIOR EQUIPMENT
LAYOUT
POST MAX
OOCCUPANCY
1 0
PROVIDE TACTILE -
EXIT SIGN PER
GBG, SEC. 1013.4
2-1'-4" U
EXiT EXiT
Di
EGRESS ROUTE
(E)
KITCHEN
' 10' CLG.
1,387 SQ. FT.
' NOTE:
SEE KITCHEN DRWAINGS
FOR INTERIOR EQUIPMENT
LAYOUT
oa
O
(E)
COVERED
ARCADE
SLPG. GLC.
---- I U I F0
TACTILE EXIT SIGN KEY: EXiT SIGNS SHALL COMPLY WITH THE REQUIREMENTS OF
C8C SEC. 1013
Where required: Tactlie exit signs shall be required of the
following locations:
1. Each grade—level exterior exit door shall be Identified by a
tactile exit with the word, "EXIT".
2. Each exit door that leads directly to a grade—level exterior
exll by means of a stairway or ramp shall be identified by a
factlle exit sign with the following words as appropriate: APPROVED ILLUMITED EXIT SIGN WITH
A. "EXIT STAIR DOWN" BATTERY BACKUP
B. "EXIT RAMP DOWN"
NMC. "EXIT STAIR UP" EUr
D. "EXIT RAMP UP"
r
3. Each exit door that foods directly to a grade—level exterior KEY OL -i
exit by means of an exit enclosure or an exit passageway
shall be Identified by a tactile exit sign with the words "EXIT OCCUPANCY LOAD SIGNS±
ROUTE".
4. Each exit access door from an interior roam or area to a OL -1 MAXIMUM OCCUPANCY
corridor or hallway that is required to have a vtsual exit sign, 56 PERSONS
shall be identified by a tactile exit sign with the words, "EXIT
ROUTE".
5. Each exit door through a horizontal exit shall be identified ROOM CAPACITY SIGN POSTING SHALL BE BY MEANS OF A DURABLE SIGN
by a sign with the words, "TO EXIT". HAVING CONTRASTING COLOR FROM THE BACKGROUND TO WHIGH IT IS
ATTACHED. SUCH SIGNS SHALL INDICATED THE NUMBER OF PERSONS LISTED
AS THE OCCUPANT LOAD.
NOTE: \
SEE KITCHEN DRWAINGS
FOR INTERIOR EQUIPMENT
LAYOUT
ti y + DOOR SWiNG PATH
C
KITCHEN
B
1,864
200
F— 9
LEGEND
KITCHEN
B
1,864
200
9
n
(E)
OPE
—1 L
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
(E)
CLUB ROOM
SLPG. GLG.
�o 0
I I
I I (E)
COVERED
I I
BREEZEWAY
I I
I I
OCCUPANCY USE
OCCUPANCY CLASSIFICATION
NET AREA (50. FT.)
OCCUPANT LOAD FACTOR
OCCUPANT LOAD
SCALE 1/4" = V- 0"
WALL LEGEND
EXIT NOTES:
MEANS OF EGRESS ILLUMINATION
1006.1 ILLUMINATION REQUIRED. THE MEANS OF EGRESS, INCLUDING THE EXIT
DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPAC SERVED BY THE
MEANS OF EGRESS IS OCCUPIED.
10062 ILLUMINATION LEVEL. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE
LESS THAN 1 FOOT-CANDELE AT THE WALKING LEVEL.
10063 ILLUMINATION EMERGENCY POWER. THE POWER SUPPLY FOR MEANS OF EGRESS
ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY.
IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL
AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS:
1. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE
TWO OR MORE MEANS OF EGRESS.
2. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO
HAVE TWO OR MORE EXITS.
3. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE
UNTIL EXIT DISCHARE IS ACCOMPLISHED FOR BUILDING REQUIRED TO HAVE TWO OR
MORE EXITS.
4. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1024.1, IN BUILIDINGS
REQUIRED TO HAVE TWO OR MORE EXITS.
5. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1006.1.5, FOR EXIT DISCHARGE
DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXTIS.
THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS
THAN SO MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN
ON-SITE GENERATOR THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN
ACCORDANCE WITH SECTION 2-1002.
1006.4 PERFORMANCE OF SYSTEM. EMERGENCY LIGHTING FACILITIES SHALL BE
ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1
FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE MEASURED ALONG THE
PATH OF EGRESS AT FLOOR LEVEL. ILLUNINATION LEVELS SHALL BE PERMITTED TO
DECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A
MAXIMUM -TO -MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO I SHALL NOT BE
EXCEEDED.
NEW 2 x 4 STUDS im 16 " O.G.
NEW 2 x 6 STUDS a 16" O.C.
EXISTING WALLS TO BE REMOVED
EXISTING WALLS TO REMAIN
SQUARE FOOTAGE
EXISTING KITCHEN: 1,387 S.F.
KITCHEN ADDITION: +477 S.F.
TOTAL NEW KITCHEN: 1,864 S.F.
SZ
W architecture planningSUNRISE
31411 camino capistrano
Q suite 300
san juan capistranoCOUNTRY
w ca, 92675
12 (949) 487-2320
architects, inc.
LLCSED
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
(760) 772-7000
AN0FiLU51FiMARK
[
{
KITCHEN REMODEL & ADDITION9r�OFCA1-'►FpP�
SEAL PEKAREK ARCHITECTS, INC. HEREBY
EXPRESSLY RESERVES ITS COMMON
ARC,y FROP RTYRRICaHTs IN THESE PLANS.
f� THESE PLANS ARE NOT TO BE
REPROODUCED,COPIEDOR
MANNER
O� WHATSOEVER
IN ANY PORE THEY
P IUHAtSOEVER, NOR ARE tHEY t0 BE
ASSIGNED t0 ANY THIRD PARTY,
NyD� � WITHOUT FIRST TEN IzEINCx THE
OF THE ARCHITECT. AND
REfWEWALD/1TH CONSENT OF THE ARCHITECT.
ire RE � L� \� CONSENT
NO.
DESCRIPTION OF REVISION
DATE
71��
fi�� fi
KITCHEN ADDITION
EXITING PLAN
PLOT DATE
2 -1f -23
SHEET
A-4
BUILDING DEPARTMENT CORRECTIONS
2-a-23
JQ�j NO.
22-01
DRAWN BY
JMH
CONCRETE SLAB. SEE STRUCTURAL ENGINEER'S DRAW I NGS
FOR SPECIFIC FOUNDATION DESIGN AND REQUIREMENTS.
SECTION B
SCALE: 1/4' I'-0"
EXISTING 2 X 10" ROOF RAFTERS EXISTING 6 3/4"x EXISTING 4 X 10 ROOF
® 36" O.0 BETWEEN FABRICATED 16.5" SLULAM BEAM RAFTERS TO BE REMOVED.
ROOF TRUSSES (D 12'-0" O.G. ® 12'-0" O.G. (SHOWN DASHED)
(TYP. OF 3)
SECTION
LLCSED
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
(760) 772-7000
ROOM
FLOOR
BASE
U_x_U_U_U_x1
DATE
WAINSCOT
CEILING
REMARKS
NEW 2 X 6 WALL
BUILDING DEPARTMENT CORRECTIONS
IuI IuI II
X
U 11
EXISTI N G
COVERED
ARCADE
EXISTING 8 x 12 FLUSH
RIDGE BEAM TO REMAIN
DRAWN BY
JMH
MATERIAL
FINISH
EXISTING 8 x 8 JACK POST
FINISH
MATERIAL
FINISH
MATERIAL
-U
MATERIAL
FINISH
KITCHEN
OT I
TO REMAIN
OT I
–
GB 1
12'-O" (VERIFY)
–
–
651
PT 1
2
DISHWASH
EXIST'G. 6 x 8 BRACING
–
QT I
–
GB 1
PT I
FRP I
–
ACT I
–
I
AT DECOR. TRUSS
QT I
–
QT I
PLATFORM WIDTH TO MATCH EXISTING
GB 1
PT I
FRP I
–
ACT I
EXISTING 8 x 10
RAFTERS ®12 -O
I
STORAGE
QT I
–
NEW ROOF
WATERPROOF MEMBRANE O/
GB 1
PT I
FRP I
–
O.G. w/ 4 x 10
NEW 2 x CEILING
I
PREPARATION
QT I
EQUIPMENT WELL
3/4" PLYWOOD SHEATHING
–
SB 1
PT I
FRP I
RAFTERS ® 36" IN
JSTS. ® 16" O.G.
–
I
DRY STORAGE
QT I
–
QT I
–
GB 1
PT I
BETWEEN
–
ACT I
–
I
^
NEW 2 X 6 WALL - ALIGN
–
OT 1
–
GB 1
PT I
FRP I
–
ACT I
–
I
W/ EXISTING PLATFORM
OT I
–
QT 1
–
GB 1
PT I
FRP I
–
FEE]
–
WALL
MATERIAL & FINISH KEY
w
ACT I ACOUSTICAL CEILING TILE ® KITCHEN, 2' X 4' MYLAR
FEE]
�EEEI
FACED SGRUBBABLE PANEL TO BE SELECTED
PANELS (FRP) WITH TRIM PIECES
AND ACCESSORIES
FOR COMPLETE N5TALLATION.
EXISTING ROOF
2. UNDERCOAT AND FINISH WITH
6LO55 LATEX ENAMEL.
WITH TRIM PIECES AND ACCESSORIES FOR COMPLETE
12
�L---------------
12
GB I GYPSUM BOARD.
TRUSSES
I2
4
6
5 (VERIFY)
EXISTING ROOF TRUSSES ® 24" O.G.
(VERIFY) 5
OT I QUARRY TILE AND MATCHING COVE BASE. "DAL TILE"
z
6" X b", UNGLAZED, SLIP RESISTANT TILE WITH EPDXY
X BEAM - SEE
MODIFY TOP OF TRUSSES TO MATCH
NEW 2x6 EXPOSED T46
SHEATHING ® GLC.
NEW 2x6 GLC. JSTS ® 16" O.G.
EXISTINGo0
COVERED
ARCADE
w
STRUCTURAL ENG.
EXISTING TRUSSES BELOW EXISTING
U)
X
DRAWINGS
EOU I PMENT PLATFORM (SEE STRUCTURAL
- -
12
3.5F(VERIFY)
71
ENGINEER'S DRAW I NGS)
12
(VERIFY) 3.5
F
Q
T.P.
–
----------�
T.P.
EXISTING 2 x WALL
FRAMING
EXISTING 4 x IO
TRUSS WIDTH TO MATCH EXISTING TRUSSES
EXISTING 4 x IO
EXISTING 6 3/4" 16.5"
RAFTERS ® 24""
RAFTERS ® 24"" O.G.
x —
O.G. TO REMAIN
NEW 2 x 6 CEILING JSTS.
TO REMAIN
BEAM ® 12'-0" O.G.
OVER KITCHEN ADDITION
BEAM
BEAM
T.P.
NEW 2x6 EXPOSED T&G
SHEATHING ® GLC.
5/8" TYPE 'X' GYP. J
THIN SET ADHERED BRICK
BOARD AT
U< VENEER
INTERIOR WALLS &
LU
y
EXISTING
CEILING (TYP.)
EXISTING
.�
-
EXISTING
m o
COVERED
STORAGE
KITCHEN OFFICE
KITCHEN
COVERED
oo
O BREEZEWAY
°
ARCADE
ARCADE
2 x 4 STUDS ® I6O.G.
I STUCCO FINISH TO MATCH
2 x 6 STUDS ® 16"O.G.
2 x 6 STUDS ® I6"O G
A-5 EXISTING EXTERIOR (TYP.)
CURB
F
CURB
SLAB
CONCRETE SLAB. SEE STRUCTURAL ENGINEER'S DRAW I NGS
FOR SPECIFIC FOUNDATION DESIGN AND REQUIREMENTS.
SECTION B
SCALE: 1/4' I'-0"
EXISTING 2 X 10" ROOF RAFTERS EXISTING 6 3/4"x EXISTING 4 X 10 ROOF
® 36" O.0 BETWEEN FABRICATED 16.5" SLULAM BEAM RAFTERS TO BE REMOVED.
ROOF TRUSSES (D 12'-0" O.G. ® 12'-0" O.G. (SHOWN DASHED)
(TYP. OF 3)
SECTION
ADHERED THIN BRICK VENEER TO
MATCH EXISTING BRICK VENEER
TYPE $ PATTERN (TYP.)
F I XED DOOR
THIS SIDE
NEW BREEZEWAY ELEVATION (VIEW TOWARDS KITCHEN ADDITION)
STUCCO FINISH TO MATCH EXISTING )_5 O
EXTERIOR
SCALE: I/4"= I' -O"
��
20'-10" (VERIFY)
NEW ADDITIONAL PLATFORM
EXISTING 8 X 10 RAFTER ® EACH SIDE OF
NEW ROOF PLATFORM TO REMAIN
OMIT 4 x 10 RAFTERS ® 36" O.G. WHERE NEW
PLATFORM OCCURS
NEN:2 X FLOOR JOISTS ® 16"O.G. AT NEW
PLATFORM. (SEE STRUCTURAL ENGINEER'S
DWG's.) NEW PLATFORM HEIGHT TO MATCH
EXISTING ROOF WELL PLATFORM
NEW ROOF EQUIPMENT WELL
EXI ST'G. TRUSS BRAG I NG AT DEOGOR.
m /-- TRUSS TO REMAIN
EXISTING 6 3/4" x 16.5"
BEAM ® EACH SIDE OF
EQUIPMENT PLATFORM
TO REMAIN
NEW 2 x 6 CEILING JSTS.
OVER KITCHEN ADDITION
NEW
KITCHEN
NEW 2 x 6 STUDS ® 16 "O.C.
5/8" TYPE 'X' GYP. BOARD
AT INTERIOR WALLS 4
GEILING (TYP.)
NEW 4 X BEAMS
® 36 O.G. (SEE
STRUCTURAL ENG.
DRAW I NGS)
EXISTING
KITCHEN
CONCRETE SLAB. SEE STRUCTURAL
ENGINEER'S DRAWINGS FOR SPECIFIC,
FOUNDATION DESIGN AND REQUIREMENTS.
EXISTING ROOF
EQUIPMENT PLATFORM
WATERPROOF MEMBRANE O/ 3/4"
PLYWOOD SHEATHING
EXISTING WALL ® EQUIPMENT
PLATFORM TO BE REMOVED
MODIFY EXISTING ROOF TRUSSES TO
SUPPORT NEW PORTION OF EQUIIPMENT
PLATFORM (SEE STRUCTURAL ENG 1 NEER'S
DRAW I NGS)
EXISTING EQUIPMENT PLATFORM
NEW BEAM TO SUPPORT (2) EXISTING BREEZEWAY
TRUSSES 4 4 X BEAMS BELOW NEW PLATFORM
(SEE STRUCTURAL ENGINEER'S DRAWINGS)
T.P.
GLC.
1 SLAB
0
SCALE: I/4"= I' -O"
SHEATHING PER
STRUCT'L. DWGS.
60 MIN. GRADE
BLDG. PAPER
7/16" "HARDIER
BAGKERBOARD
TILE OCCURS
2X4 WALL FRA
16" O.G.
EXTERIOR
EXISTING ROOF TRUSSES
EXISTING EQUIPMENT
PLATFORM TO REMAIN
I 1
�J 1
MIN. 3" THICK,
i i 3 PGF, UNFACED
FRICTION FIT
MINERAL FIBER
1 l INSULATION
COMPLYING WITH
ASTM G 665, TYPE I
METAL > `i
ACKER"
WHERE
;j l
MING I
7/8" STUCCO O/
LATH O/ 2 LAYERS
SCALE: 3" =
Stucco @ 6" Wall
5/8" TYPE "x"
GYPSUM BOARD
INTERIOR
I
ROOM FINISH SCHEDULE
LLCSED
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
(760) 772-7000
ROOM
FLOOR
BASE
U_x_U_U_U_x1
DATE
WAINSCOT
CEILING
REMARKS
AREA
BUILDING DEPARTMENT CORRECTIONS
IuI IuI II
X
U 11
EXISTI N G
COVERED
ARCADE
DRAWN BY
JMH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
-U
MATERIAL
FINISH
KITCHEN
OT I
–
OT I
–
GB 1
PT I
–
–
651
PT 1
2
DISHWASH
QT I
–
QT I
–
GB 1
PT I
FRP I
–
ACT I
–
I
UTENSIL WASH
QT I
–
QT I
–
GB 1
PT I
FRP I
–
ACT I
–
I
STORAGE
QT I
–
QT I
–
GB 1
PT I
FRP I
–
ACT I
–
I
PREPARATION
QT I
–
QT I
–
SB 1
PT I
FRP I
–
ACT I
–
I
DRY STORAGE
QT I
–
QT I
–
GB 1
PT I
FRP I
–
ACT I
–
I
OFFICE
OT I
–
OT 1
–
GB 1
PT I
FRP I
–
ACT I
–
I
JANITOR
OT I
–
QT 1
–
GB 1
PT I
FRP I
–
FEE]
–
I
MATERIAL & FINISH KEY
REMARKS:
ACT I ACOUSTICAL CEILING TILE ® KITCHEN, 2' X 4' MYLAR
FEE]
�EEEI
FACED SGRUBBABLE PANEL TO BE SELECTED
PANELS (FRP) WITH TRIM PIECES
AND ACCESSORIES
FOR COMPLETE N5TALLATION.
FRP I FIBERGLASS WALL PANELS - PREF I N 1 SHED GLASS FIBER
REINFORCED POLYESTER RESIN FABRICATED WALL PANELS
2. UNDERCOAT AND FINISH WITH
6LO55 LATEX ENAMEL.
WITH TRIM PIECES AND ACCESSORIES FOR COMPLETE
INSTALLATION. COLOR TO BE SELECTED.
GB I GYPSUM BOARD.
PT I PAINT COLOR TO BE SELECTED.
OT I QUARRY TILE AND MATCHING COVE BASE. "DAL TILE"
6" X b", UNGLAZED, SLIP RESISTANT TILE WITH EPDXY
GROUT. COLOR TO BE SELECTED.
NEW 2x6 EXPOSED T46
SHEATHING ® GLC.
NEW 2x6 GLC. JSTS ® 16" O.G.
EXISTINGo0
COVERED
ARCADE
L NQ
Q�
00 oo
2 po 0o po op 2..
LL
6"u" 6" b',
� o0 00 00 00 ,I
JL
ADHERED THIN BRICK VENEER TO
MATCH EXISTING BRICK VENEER
TYPE $ PATTERN (TYP.)
F I XED DOOR
THIS SIDE
NEW BREEZEWAY ELEVATION (VIEW TOWARDS KITCHEN ADDITION)
STUCCO FINISH TO MATCH EXISTING )_5 O
EXTERIOR
SCALE: I/4"= I' -O"
��
20'-10" (VERIFY)
NEW ADDITIONAL PLATFORM
EXISTING 8 X 10 RAFTER ® EACH SIDE OF
NEW ROOF PLATFORM TO REMAIN
OMIT 4 x 10 RAFTERS ® 36" O.G. WHERE NEW
PLATFORM OCCURS
NEN:2 X FLOOR JOISTS ® 16"O.G. AT NEW
PLATFORM. (SEE STRUCTURAL ENGINEER'S
DWG's.) NEW PLATFORM HEIGHT TO MATCH
EXISTING ROOF WELL PLATFORM
NEW ROOF EQUIPMENT WELL
EXI ST'G. TRUSS BRAG I NG AT DEOGOR.
m /-- TRUSS TO REMAIN
EXISTING 6 3/4" x 16.5"
BEAM ® EACH SIDE OF
EQUIPMENT PLATFORM
TO REMAIN
NEW 2 x 6 CEILING JSTS.
OVER KITCHEN ADDITION
NEW
KITCHEN
NEW 2 x 6 STUDS ® 16 "O.C.
5/8" TYPE 'X' GYP. BOARD
AT INTERIOR WALLS 4
GEILING (TYP.)
NEW 4 X BEAMS
® 36 O.G. (SEE
STRUCTURAL ENG.
DRAW I NGS)
EXISTING
KITCHEN
CONCRETE SLAB. SEE STRUCTURAL
ENGINEER'S DRAWINGS FOR SPECIFIC,
FOUNDATION DESIGN AND REQUIREMENTS.
EXISTING ROOF
EQUIPMENT PLATFORM
WATERPROOF MEMBRANE O/ 3/4"
PLYWOOD SHEATHING
EXISTING WALL ® EQUIPMENT
PLATFORM TO BE REMOVED
MODIFY EXISTING ROOF TRUSSES TO
SUPPORT NEW PORTION OF EQUIIPMENT
PLATFORM (SEE STRUCTURAL ENG 1 NEER'S
DRAW I NGS)
EXISTING EQUIPMENT PLATFORM
NEW BEAM TO SUPPORT (2) EXISTING BREEZEWAY
TRUSSES 4 4 X BEAMS BELOW NEW PLATFORM
(SEE STRUCTURAL ENGINEER'S DRAWINGS)
T.P.
GLC.
1 SLAB
0
SCALE: I/4"= I' -O"
SHEATHING PER
STRUCT'L. DWGS.
60 MIN. GRADE
BLDG. PAPER
7/16" "HARDIER
BAGKERBOARD
TILE OCCURS
2X4 WALL FRA
16" O.G.
EXTERIOR
EXISTING ROOF TRUSSES
EXISTING EQUIPMENT
PLATFORM TO REMAIN
I 1
�J 1
MIN. 3" THICK,
i i 3 PGF, UNFACED
FRICTION FIT
MINERAL FIBER
1 l INSULATION
COMPLYING WITH
ASTM G 665, TYPE I
METAL > `i
ACKER"
WHERE
;j l
MING I
7/8" STUCCO O/
LATH O/ 2 LAYERS
SCALE: 3" =
Stucco @ 6" Wall
5/8" TYPE "x"
GYPSUM BOARD
INTERIOR
I
ROOM FINISH SCHEDULE
LLCSED
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
(760) 772-7000
ROOM
FLOOR
BASE
WALL
DATE
WAINSCOT
CEILING
REMARKS
AREA
BUILDING DEPARTMENT CORRECTIONS
2-a-23
Jt��j N0.
22-01
DRAWN BY
JMH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
KITCHEN
OT I
–
OT I
–
GB 1
PT I
–
–
651
PT 1
2
DISHWASH
QT I
–
QT I
–
GB 1
PT I
FRP I
–
ACT I
–
I
UTENSIL WASH
QT I
–
QT I
–
GB 1
PT I
FRP I
–
ACT I
–
I
STORAGE
QT I
–
QT I
–
GB 1
PT I
FRP I
–
ACT I
–
I
PREPARATION
QT I
–
QT I
–
SB 1
PT I
FRP I
–
ACT I
–
I
DRY STORAGE
QT I
–
QT I
–
GB 1
PT I
FRP I
–
ACT I
–
I
OFFICE
OT I
–
OT 1
–
GB 1
PT I
FRP I
–
ACT I
–
I
JANITOR
OT I
–
QT 1
–
GB 1
PT I
FRP I
–
ACT I
–
I
MATERIAL & FINISH KEY
REMARKS:
ACT I ACOUSTICAL CEILING TILE ® KITCHEN, 2' X 4' MYLAR
I. GLASS FIBER RENINFORCED POLYESTER RESIN
FACED SGRUBBABLE PANEL TO BE SELECTED
PANELS (FRP) WITH TRIM PIECES
AND ACCESSORIES
FOR COMPLETE N5TALLATION.
FRP I FIBERGLASS WALL PANELS - PREF I N 1 SHED GLASS FIBER
REINFORCED POLYESTER RESIN FABRICATED WALL PANELS
2. UNDERCOAT AND FINISH WITH
6LO55 LATEX ENAMEL.
WITH TRIM PIECES AND ACCESSORIES FOR COMPLETE
INSTALLATION. COLOR TO BE SELECTED.
GB I GYPSUM BOARD.
PT I PAINT COLOR TO BE SELECTED.
OT I QUARRY TILE AND MATCHING COVE BASE. "DAL TILE"
6" X b", UNGLAZED, SLIP RESISTANT TILE WITH EPDXY
GROUT. COLOR TO BE SELECTED.
architecture planning
Lu
31411 camino capistranoSUNRISE
Q suite 300
san juan capistranoCOUNTRY
LU ca, 92675
� (949) 487-2320
architects, inc.
LLCSED
300 EAGLE DANCE CIRCLE
PALM DESERT, CA 92211
(760) 772-7000
FiNDFiLu$lPiMARK
[
{
KITCHEN REMODEL & ADDITION
SEAL PEKAREK ARCHITECTS, INC. HEREBY
EXPRESSLY RESERVES ITS COMMON��
ARCh,oP RTYRRICHsHTs"� OTHER PLANS.
f� THESE PLANS ARE NOT TO BE
REPROODUCED,COPIED OR
O� WHATSED IN ANY�ORETHM OR MANNER
P WHAtSOEVER, NOR ARE THEY t0 BE
ASSIGNED t0 ANYTHIRDTHEPAR
THE
N� � EXPRESS TEN PERMISSION
WRITTEN
ARCHITECT. AND
REIWEWIILIB/�TH CONSENT OF THE ARCHITECT.
+N� \� EONSE T OF THE
9r�o �oP�
FCA1-'�
NO.
DESCRIPTION OF REVISION
DATE
fi�� fi
KITCHEN ADDITION
ARCHITECTURAL SECTIONS
& BREEZEWAY ELEVATION
PLOT DATE
2 -� -2
SHEET
A-5
BUILDING DEPARTMENT CORRECTIONS
2-a-23
Jt��j N0.
22-01
DRAWN BY
JMH