DIR-2022-015 - COMBINED APPROVED PLANSCommunity Development Department
Planning Division — Cupertino
CUPERTINO APPROHOLLOWAY APARTMENTS
Case # DI-2022-015
Appli ation Nurt rU 1 U U L U C I L L E AVE, CUPERTINO, CA 95014
Approval Body: Director/
Staff
Approval Date 09/
6/22
Signature Gian Palo
Mart
_
aseMa4ABBRE
IIATIONS
GENERAL NOTES
A.F.F.
Above Finished Floor
1.
THE WORD CONTRACTOR AS USED HEREIN SHALL MEAN
@
At
THE GENERAL CONTRACTOR, SUBCONTRACTORS AND ALL
BK
Back of Walk
PERSONS DIRECTLY OR INDIRECTLY EMPLOYED BYANY OF
THEM.
BR
Bedroom
2.
BLK.
Block or Blocking
THE TERM CONSTRUCTION DOCUMENTS SHALL MEAN ALL
BD.
Board
OF THE DRAWINGS, SCHEDULES AND SPECIFICATIONS AND
OTHER WRITTEN ORDERS ISSUED BY THE ARCHITECT'S,
BRK.
Brick
ENGINEERS' AND OTHER DESIGN PROFESSIONALS FOR
BLDG.
Building
THE PURPOSE OF CONSTRUCTING THE PROJECT.
3.
CAB.
Cabinet
CONTRACTOR SHALL PROMPTLY NOTIFY OWNER'S
C.F.
Cement Fiber
REPRESENTATIVE IF THE CONTRACTOR BECOMES AWARE
DURING THE PERFORMANCE OF THE WORK THAT THE
CLG.
Ceiling
CONSTRUCTION DOCUMENTS ARE AT VARIANCE WITH
CTR.
Center
APPLICABLE CODE REQUIREMENTS. IF CONTRACTOR
CLR
Clear
PERFORMS WORK WHICH HE KNOWS OR SHOULD KNOW IS
CONTRARY TO APPLICABLE CODE REQUIREMENTS
C.M.U.
Concrete Masonry Unit
WITHOUT THE AGREEMENT OF OWNER, CONTRACTOR
COL
Column
SHALL BE RESPONSIBLE FOR SUCH WORK AND SHALL
BEAR THE RESULTANT LOSSES INCLUDING WITHOUT
CONC
Concrete Masonry Unit
LIMITATION THE COSTS OR CORRECTING DEFFECTIVE
CONT.
Continuous
WORK.
CTRL.
Control
4.
CONTRACTOR SHALL PERFORM THE WORK IN
C.J.
Control Joint
ACCORDANCE WITH CURRENT EDITION OF THE CALIFORNIA
DEM.
Demolish
BUILDING CODE (C.B.C.) AS AMENDED AS OF THE DATE OF
THESE DRAWINGS AND WITH LOCAL ORDINANCES, RULES,
D.B.I.
Dept. of Bldg. Inspection
REGULATIONS, AND LAWFUL ORDERS OF ALL PUBLIC
DET.
Detail
AUTHORITIES HAVING JURISDICTION OVER OWNER,
DIA.
Diameter
CONTRACTOR, ANY SUBCONTRACTOR, THE PROJECT, THE
PROJECT SITE, THE WORK, OR THE PROSECUTION OF THE
DIM.
Dimension(s)
WORK.
DR
Dining Room
5
CONTRACTOR SHALL TAKE FIELD MEASUREMENTS TO
DBL.
Double
VERIFY FIELD CONDITIONS AND CAREFULLY COMPARE
D.F.
Douglas Fir
WITH THE CONSTRUCTION DOCUMENTS SUCH FIELD
MEASUREMENTS, CONDITIONS AND OTHER INFORMATION
DWG.
Drawing
KNOWN TO CONTRACTOR BEFORE COMMENCING THE
EA.
Each
WORK. ERRORS, INCONSISTENCIES OR OMISSIONS
E.J.
Expansion Joint
p
DISCOVERED ATANY TIME SHALL BE PROMPTLY REPORTED
IN WRITING TO THE OWNER.
EQ.
Equal
6.
DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE
[E]
Existing
PRECEDENCE. DIMENSIONS ARE TO FACE OF STUD OR
EXT.
Exterior
FACE OF CONCRETE UNLESS OTHERWISE NOTED.
ELEVATION DIMENSIONS ARE TO SUBFLOORS AND PLATES
F.O.S.
Face of Studs
U.O.N. LARGER SCALE DRAWINGS TAKE PRECEDENCE OUT
FIN.
Finish
SMALLER SCALE DRAWINGS.
7.
F.F.
Finished Floor
CONTRACTOR SHALL CAREFULLY STUDY AND REVIEW THE
FRPL
Fireplace
CONSTRUCTION DOCUMENTS AND INFORMATION
FURNISHED BY OWNER AND SHALL PROMPTLY REPORT TO
FLR.
Floor
OWNER'S REPRESENTATIVE ANY ERRORS
F.D.
Floor Drain
INCONSISTENCIES OR OMISSIONS IN THE CONSTRUCTION
FT.
Foot or Feet
DOCUMENTS OR INCONSISTENCIES WITH APPLICABLE
CODE REQUIREMENTS OBSERVED BY THE CONTRACTOR.
FTG.
Footing
IF CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY
FDN.
Foundation
WHICH HE KNOWS OR SHOULD KNOW INVOLVESAN
ERROR, INCONSISTENCY OR OMISSION REFERRED TO
FURN.
Furnace
ABOVE WITHOUT NOTIFYING AND OBTAINING THE WRITTEN
GAR
Garage
CONSENT OF OWNER'S REPRESENTATIVE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE RESULTANT LOSSES
G.B.
Gypsum Board
INCLUDING, WITHOUT LIMITATION, COSTS OF CORRECTING
HD
Hold Down
DEFECTIVE WORK.
s.
HDR.
Header
ALL STANDARD NOTES CONTAINED HEREIN ARE TYPICAL
H.W.
Hot Water Heater
UNLESS NOTED OTHERWISE.
INCL.
Include
9.
CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR THE
INS.
Insulation
COORDINATION OF ALL SUB -CONTRACTORS WORK AND
INT.
Interior
THE COMPLETION OF SAID WORK. CONTRACTOR SHALL
REVIEW ALL MATERIALS AND WORKMANSHIP AND REJECT
JST.
Joist
DEFECTIVE WORKMANSHIP WITHOUT WAITING FOR THE
K.
Kitchen
ARCHITECT OR OWNER TO REJECT THE WORK.
10.
LAV.
Lavatory
CONTRACTOR SHALL PROVIDE CERTIFICATES OF
L.F.
Linear Foot or Feet
INSURANCE ACCEPTIBLE TO OWNER PRIOR TO
COMMENCEMENT OF WORK.
LR
Living Room
11.
LVL
Laminated Vertical Lumber
BY SUBMITTAL OF BID, CONTRACTOR WARRANTS TO
OWNER THATALL MATERIALS AND EQUIPMENT TO BE
M.B.
Metal Bolt
FURNISHED ARE NEW UNLESS NOTED OTHERWISE AND ALL
[N]
New
WORK WILL BE OF GOOD QUALITY AND FREE FROM FAULTS
<N.I.C.>
Not in Contract
12.
AND DEFECTS.
N.T.S.
Not to Scale
ALL TRADE NAMES AND BRAND NAMES CONTAINED HEREIN
O.C.
On Center
ESTABLISH QUALITY STANDARDS. SUBSTITUTIONS ARE
PERMITTED WITH PRIOR APPROVAL BY OWNER.
13.
O.H.
Opposite Hand
WHERE CONSTRUCTION DETAILS FORA PART OF THIS
OPG.
Opening
PROJECT ARE NOT SHOWN, THE WORK SHALL BE THE
SAME AS OTHER SIMILAR WORK FOR WHICH DETAILS ARE
OPP.
Opposite
SHOWN.
OSB
Oriented Strand Board
14.
THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE
P.T.
Pressure Treated
FOR SCHEDULING AND THE WORK CONDITIONS OF THE
PL.
Plate
JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY
PLYWD
Plywood
AND FOR THE COMPLIANCE OF APPLICABLE OSHA SAFETY
Y
STANDARDS. JOB SITE OBSERVATIONS BY THE OWNER OR
PSL
Parallel Strand Lumber
ARCHITECT ARE NOT INTENDED TO INCLUDE CHECKING
QTY.
Quantity
THE CONTRACTOR'S SAFETY STANDARDS.
15
REQ.
Required
CONTRACTOR SHALL PROTECT ALL INSTALLED WORK AND
REV.
Revision
MATERIALS STORED ON THE SITE FROM RAIN OR ANY
ADVERSE WEATHER CONDITIONS, VANDALISM AND THEFT.
RM
Room
ANY MATERIALS OR WORK LEFT UNPROTECTED AND THEN
R.O.
Rough Opening
DAMAGED OR STOLEN SHALL BE REPLACED AT THE
EXPENSE OF THE CONTRACTOR.
S.A.D.
See Architectural Drawings
16.
S.S.D.
See Structural Drawing
CONTRACTOR SHALL OBTAIN ALL CHANGE ORERS IN
WRITING PRIOR TO COMMENCING ANY WORK NOT
SIM.
Similar
INCLUDED IN THE ORIGINAL CONTRACT. FAILURE TO
SIMP.
Simpson Strong Tie
OBTAIN SUCH AUTHORIZATION MAY INVALIDATE
SGL.
Single
CONTRACTOR'S CLAIM TO ADDITIONAL COMPENSATION.
17
S.D.
Smoke Detector
CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND
S.F.
Square S Foot or Feet
q
BRACING AGAINST GRAVITYAND SEISMIC LOADS - AND
TAKE COMPLETE RESPONSIBILITY FOR THE DESIGN AND
SW
Shear Wall
CONSTRUCTION OF SUCH BRACING - UNTIL ALL
TEMP.
Tempered
STRUCTURAL ITEMS HAVE BEEN COMPLETELY INSTALLED
AS PER THE CONSTRUCTION DOCUMENTS.
T.C.
Top of Curb
18.
T.O.P.
Top of Plate
CONTRACTOR SHALL GUARANTEE HIS WORK AND THAT OF
HIS SUB -CONTRACTOR'S FOR MINIMUM OF ONE YEAR
T.F.
Top of Footing
FROM THE DATE OF "SUBSTANTIAL COMPLETION."
T.W.
Top of Wall
CONTRACTOR'S GUARANTEE SHALL NOT VOID OR
TS
Tube Steel
SHORTEN ADDITIONAL WARRANTIES THAT MAY BE
AVAILBALETO THE OWNER THROUGH PRODUCT
TYP.
Typical
MANUFACTURERS OR CONSUMER LAW.
UNO
Unless Noted Otherwise
19.
THE CONSTRUCTION DOCUMENTS AND ALL COPIES
V.I.F.
Verify in Field
THEREOF FURNISHED TO CONTRACTOR ARE THE
WD.
Wood
PROPERTY OF THE ARCHITECT AND ARE NOT TO BE USED
ON OTHER WORK.
MARCH 1, 2022
1 PROJECT LOCATION
rood Or Northwood or
Junipero Serra Fwy
Lucille Ave
Q
m
z
Northwood Or
qW
Junipero Serra Fwy
4 EXISTING PHOTOS
Junipero Serra F
JuniPer�
ra F
gage Q
ChargePoint v arging Station
Poe at Cup
PROPERTY INFORMATION
ADDRESS: 20200 LUCILLE AVE,
CUPERTINO, CA 95014
APN: 316 02 094
LOT SIZE: 6.89 ACRES
BUILDINGS: TWO STORIES
NO BASEMENT
TYPE: V-A
SPRINKLER
SYSTEM: NO
ACCESSIBILITY: NO ADAPTABLE OR
ACCESSIBLE UNITS
APPLICABLE CODES
2019 California Building Code
Beek-
2019 California Residential Code
2019 California Mechanical Code
2019 California Plumbing Code
2019 California Electrical Code
2019 California Energy Code
2019 California Fire Code
2, , ,
Ahl.
CONTACTS
OWNER
PROMETHEUS REAL ESTATE GROUP
1900 S NORFOLK ST. # 150
SAN MATEO, CA
CONTACT: JOHN DAVIS
jdavis@prometheusreg.com
v. 650.863.0873
ARCHITECT
ELOYAN ARCHITECTS INC
1032 SECOND ST, APT.7
LAFAYETTE, CA 94597
avik@eloyan.com
v. 773-504-7486
STRUCTURAL
L
J
SCOPE OF WORK
THE PROJECT CONSISTS OF RAILING REPLACEMENT
ATALL BUILDINGS AT THE HOLLOWAYAPARTMENTS:
THE FOLLOWING AREAS ARE INCLUDED IN THE
PROJECT:
1. GROUND FLOOR PATIO RAILING REPLACEMENT
2. SECOND FLOOR BALCONY RAILING
REPLACEMENT AND HEIGHT INCREASE TO 42"
3. TRELLIS PARTITION REPLACEMENT AT SECOND
FLOOR BALCONIES AT 8-UNIT BUILDINGS
DRAWING INDEX
A0.0
TITLE
A0.1
PERSPECTIVE VIEW
A1.1
SITE PLAN
A1.2
FLOOR PLANS
A1.3
DEMO AND PROPOSED PLANS
A2.1
EXISTING AND PROPOSED ELEVATIONS
A2.2
NEW WOOD FENCE ELEVATIONS
A3.1
SECTIONS
A4.1
NEW RAILING 3D VIEWS
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ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
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TITLE
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Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # D I-2022-015
Application Number(s)
Approva I Body: Dire
Approva I Date 09
Signature Gian R
or / Staff
6/22
to Martire
lase Manager
`ok
PHOTO SIMULATION OF THE PROPOSED RAILINGS AT HOLLOWAY APARTMENTS
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ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
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AO. I
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # DI-2022-015
Application Number(s)
Approval Body: Director/ Staff
Approval Date 09/ 6/22
Signature Gian Palo Martire
ase Manager
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EXISTING SITE PLAN
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113
CAR
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78
77
76
75
LAUNDRY
C# 0 C C') C)
LUCILL
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116 118 120 2 4 6 8
115 117 119 LEASING 1 3 5 7
OFFICE
20200 POOL
LUCILLE AVE
BBQ
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109 107 105
74
73
72 58
71 57
70 60
69 59
56
68 62
55
67 61
66 64
65 63
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104
103
102
101
100
99
16 14 12 10
15 T 13 11 T 9
■■
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96 18 20 22 1 24 26 1 28 �
95 17 19 21 23 25 27
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UNIT NUMBERS
RED REPRESENTS THE LOCATIONS
WHERE RAILING IS BEING REPLACED
BLACK REPRESENTS THE LOCATION
OF NEW FENCE BEING INSTALLED
SCALE 1 "=40'
N
TRUE NORTH
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1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
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PRODUCTION DATE
SITE PLAN
A1.1
Community Development Department
Planning Division - Cupertino
CUPeRTIN4 P-RE)-VFD
Case # DI-2022-015
Application Number(s)
Approval Body: Director/ Staff
Approval Date 09/ 6/22
Signature Gian Pa to Martire
ase Manager
DEMOLITION NOTES
1. ALL DEMOLITION & CONSTRUCTION DEBRIS MUST BE SORTED, STORED &
DISPOSED OF ACCORDING TO CALIFORNIA'S DEBRIS RECOVERY PROGRAM
ORDINANCE; A MIN. OF 65% OF REMOVED ITEMS/DEBRIS, EITHER BY
WEIGHT OR BY VOLUME, MUST BE DIVERTED FROM LANDFILL THROUGH
REUSE OR RECYCLING.
2. ANY MISCELLANEOUS CONSTRUCTION LOCATED BEHIND DEMOLISHED
STRUCTURES WHICH COULD AFFECT NEW CONSTRUCTION SHOULD BE BROUGHT
TO THE ATTENTION OF THE OWNER AND/OR ARCHITECT IMMEDIATELY.
3. ANY MISC CONSTRUCTION DISCOVERED DURING DEMOLITION THAT MAYAFFECT
THE PROJECT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
IMMEDIATELY FOR RESOLUTION
4. CONTRACTOR TO PROTECT ALL EXISTING TO REMAIN WALLS, FLOORS,
STRUCTURES, AND CEILING FROM DAMAGE DURING CONSTRUCTION, AND SHALL
RESTORE THEM TO ORIGINAL CONDITION IF REQUIRED.
5. WHERE DEMOLITION OCCURS ADJ TO (E) CONSTRUCTION TO REMAIN, PROTECT
AND / OR PATCH SURFACES TO REMAIN SUCH THAT DEMO SCARS ARE NOT
VISIBLE.
6. WHERE SHOWN, REMOVE EXISTING FULL HEIGHT PARTITIONS AND PATCHADJACENT
SURFACES AS REQUIRED.
7. SEAL EXISTING PLUMBING LINES, ELECTRICAL LINES, AND HVAC DUCTWORK DURING
CONSTRUCTION FOR FUTURE REUSE
8. DEMOLITION IS NOT LIMITED TO WHAT IS SHOWN ON THE DEMOLITION PLAN. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE COMPLETE SCOPE OF
DEMOLITION WORK TO COMPLETE THE PROJECT. REFER TO ALL DRAWINGS FOR
FURTHER DEMOLITION WORK.
9. REMOVE ALL MISCELLANEOUS ACCESSORIES, BRACKETS & FASTENERS FROM
EXISTING SURFACES.
10. SEE INTERIOR ELEVATIONS FOR WINDOWS IN EXISTING WALLS
11. SEE INTERIOR ELEVATIONS FOR DOORS IN EXISTING WALLS
12. REMOVE EXISTING WINDOW AND DOOR FRAMES. MODIFY OPENINGS AS REQUIRED.
FOR NEW WINDOWS - SEE ELEVATIONS.
13. AT LOCATIONS RECEIVING NEW FLOORING, PROVIDE APPROPRIATE LEVELING
COMPOUND WHEREVER REQUIRED TO ESTABLISH A FLATAND LEVEL SUB -FLOOR
SURFACE (<1/8" PER 10'-0") WITH ADJACENT ROOM IN PREPARATION FOR NEW
MATERIALS.
14. PROVIDE TEMPORARY SUPPORTAS REQUIRED.
15. EXISTING NONCONFORMING WALLS CANNOT BE DEMOLISHED PAST THE FRAMING
MEMBERS. IF WALL IS DEMOLISHED AS PART OF PROJECT, IT CANNOT BE BUILT IN
IT'S CURRENT NONCONFORMING LOCATION, AND WILL BE REQUIRED TO MEET
CURRENT ZONING ORDINANCE SETBACK REQUIREMENTS.
16. PROVIDE TEMPORARY SUPPORTAS REQUIRED.
17. REMOVE & REPLACE WOOD SIDING @ (E) EXT WALLS TO REMAIN AS REQ'D FOR
INSTALLATION OF (N) FOUNDATION AND/OR EXTENSION OF WALL
LOCATION I
101
ME
O
O
1 EXISTING FIRST FLOOR PLAN
LOCATION OF NEW RAILING
(PLANS ARE SHOWN FOR REFERENCE ONLY
1/4" = 1'-0"
E
51
- - —
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2 EXISTING SECOND FLOOR PLAN
VERTICAL WOOD FENCING
LOCATION OF NEW RAILING
AND BALCONY PARTITION
1 /411 = 1'-0"
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ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
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FLOOR PLANS
A1.2
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # DI-2022-015
Application Number(s)
Approval Body: Director / Staff
Approva I Date 09/ 6/22
Signature Gian Pa to Martire Ono
ase Manager
B
24'-2 1 /2"
5 1 /2" � 1 6'-1 /2" 1 1 16'-5" 1'-3 1 /2"
1 5-5 1 /2" 3'-9" 15'
i
24'-2 1 /2"
2 3 4 N= 5 2 3 4 N5
1 FIRST FLOOR DEMOLITION PLAN 1/2" = 1'-0" 2 PROPOSED FIRST FLOOR PLAN 1/2" = 1'-0"
DIN
N
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A IV
VERTICAL WOOD FENCING
N �
2 SECOND FLOOR DEMOLITION PLAN
5 1 /2" 10"
l
1 PROPOSED SECOND FLOOR PLAN
12'-5" ,1011, 5 1 /2"
15'
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ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
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PRODUCTION DATE
0
DEMO AND
PROPOSED
PLANS
A1.3
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # DI-2022-015
Application Number(s)
Approval Body: Director/ Staff
Approval Date 09/ 6/22
Signature Gian Palo Martire
ase Manager
4'-5"
1
PAI
5'-5 1 /2"
'?
3'-9"
El
28'-7 1 /2"
RAILINGS ON THE FIRST FLOOR PATIOAND THE SECOND FLOOR BALCONY ARE TYPICAL
AND REFLECT RAILINGS FOR BUILDING TYPES WITH 47 87 AND 12 UNITS (SEE SITE PLAN ON A1.1)
THE ELEVATIONS BELOW SHOW ATYPICAL 4 UNIT BUILDING
15'
EXISTING ELEVATION
+16'-11"
DND FLOOR CEILING LEVEL
+99-019
SECOND FLOOR LEVEL
0'-0"
FIRST FLOOR LEVEL
16'-5"
24'-2 1 /2"
PROPOSED ELEVATION
V-3 1 /2"
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ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
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NO DATE
PRODUCTION DATE
0
EXISTING AND
PROPOSED
ELEVATIONS
A2.1
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # DI-2022-015
Application Number(s)
Approval Body: Director/ Staff
Approval Date 09/ 6/22
Signature Gian Palo Martire
ase Manager
F
10
L
FOR THE LOCATIONS OF THE NEW FENCE SEE SITE PLAN ON A1.1
H
+16'-11"
FLOOR CEILING LEVEL
+91-011
SECOND FLOOR LEVEL
AREA OF WORK
)MPRESSORS
TO CARPORTS)
0'-0"
FIRST FLOOR LEVEL
2 PROPOSED FENCE SIDE ELEVATION 3/8" = 1'-0"
L
5
28'-7 1 /2"
0
kill n` 1 V V I ILI Y VV IV11 I xL -'I \\J
ARE NOT NEXT TO CARPORTS)
3'-9"
3
5'-5 1 /2"
2
4'-5"
1
2 PROPOSED FENCE FRONT ELEVATION 3/8" = 1'-011
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ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
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NO DATE
PRODUCTION DATE
NEW WOOD
FENCE
ELEVATIONS
A2.2
Community E
Planning
CUPERTINO
Case # DI
Approval Body: Dire
Approval Date 09
,velopment Department
)ivision — Cupertino
APPROVED
—2022-015
tion Number(s)
or / Staff
6/22
Signature Gian Pa to Martire
base Manager
5'-1 /2" I. 6-11 1 /2"
1 SECTION TROUGH PATIOAND BALCONY
SECTION IS SHOWN FOR REFERENCE ONLY
1 /2" = 1'-0"
4'-/..
(N) P.T. 2x6 TOP PLATE
EXISTING WALL
RED WOOD 2x4 @4.5" O.C.
(N) 1"x1" RAILING POST
WITH 4" WELDED PLATE
(E) DECK STRUCTURE
IL
2 RAILING AT BALCONY 1 1/2"= 1'-0"
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ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
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NO DATE
PRODUCTION DATE
3 RAILING AT PATIO
1 1/2"= 1'-0"
SECTIONS
A3.1
Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # DI-2022-015
Application Number(s)
Approval Body: Director / Staff
Approval Date 09/06/22
Signature Gian Paolo Martire
Case Manager
Q0�' N
O
ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
AVIK ELOYAN
C 36084
REN. 05/30/2023
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