approved plans RM-2018-30.pdfCommunity Development Department
PI nnin� rli�iicinn - ('hilnartinn
UPERTIN4 APPROVED
Case #- RM -2018-30
Application Number(s)
Approval B dy: Director/ Staff
Approva I D to 12/19/18
Signature Ellen Yau I
Case Manager
SURVEYOR'S N®°]I°]ES
1. ELEVATIONS ARE BASED ON A55UMED DATUM.
2. ONLY TREES G" AND ABOVE WERE LOCATED ON THIS
SURVEY, SMALLER TREES AND SHRUBS ARE NOT SHOWN.
3. DISTANCES SHOWN HEREON AREA EXPRESSED IN FEET AND
DECIMALS THEREOF.
iq�MANHOLE
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16
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PROJECT SkE BENCHMARK
SEWER MANHOLE
LID ELEV.= 11 00. 1 G', A55UMED DATUM
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+100 1
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{
^
WOOD FENCE
I 66
CHAINLINK FENCE
100.
OVERHEAD WIRES
- - - -100.00----
MAJOR CONTOUR
I
BUILDING
SURVEYOR'S N®°]I°]ES
1. ELEVATIONS ARE BASED ON A55UMED DATUM.
2. ONLY TREES G" AND ABOVE WERE LOCATED ON THIS
SURVEY, SMALLER TREES AND SHRUBS ARE NOT SHOWN.
3. DISTANCES SHOWN HEREON AREA EXPRESSED IN FEET AND
DECIMALS THEREOF.
iq�MANHOLE
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SEWER MANHOLE
LID ELEV.= 11 00. 1 G', A55UMED DATUM
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PROPERTY LINE
^
WOOD FENCE
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100.
OVERHEAD WIRES
- - - -100.00----
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SCO FI ELD DRIVE
LEGAL DESCRIPTION
LOT 28 A5 5HOWN ON "PEPPER TREE" TRACT NO. 274 1. A5
RECORDED IN VOL. 13 1 PG 12 OF SANTA CLARA COUNTY
RECORDS.
GRAPHIC SCALE
8 0 4 8 16
( IN FEET )
1 inch = 8 ft.
32
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LEGEND:
PROPERTY LINE
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OVERHEAD WIRES
- - - -100.00----
MAJOR CONTOUR
BUILDING
WALL
0 0
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PAVEMENT
w
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SLATE / STONE
GRA55
+11300
SPOT ELEVATION
TREE TRUNK, APPROXIMATE
1'\ -DIAMETER IN INCHES
'-TREE DKIPLINE
SURVEYOR'S CERTIFICATE
I, KACIE A. PLOUFF, CERTIFY THAT I AM LICENSED AS A PROFESSIONAL
LAND SURVEYOR IN THE STATE OF CALIFORNIA (REF. NO. 901 3)
1 FURTHER CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF A
TOPOGRAPHIC SURVEY CONDUCTED UNDER MY SUPERVISION.
LAND
KACIE A. o
CL. pLpUFF
*' No.9013
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Co munity Development Depart7r
P ofiJ i I Y�jgWLAjg4pertino
UPERTIN4 AP -r {OVED
EXISTINGR
Case # RM -2018-30
LABkk pjicpi 4 5) AREA
IST FLOOR
Approva I B YA Dire c� 213.2 SF
2.5 1,309.6 SF
Approva I D t c 11 2/jt%.i$X 1'8.5 8.2 SF
Signature len Ya 23'1.5 X 11' 254.4 SF
F `22"18!V�5149y1 76.2 SF
G 5'X6" 2.5 SF
CONDITIONED AREA
1ST FLOOR (A,B,C,E,F,G) 1,864.1 SF
GARAGE (D) 470 SF
TOTAL 2,334.1 SF
EXISTING FLOOR PLAN
FLOOR AREA CALCULATION
i
LABEL
{
AREA
1ST FLOOR
TOTAL
2,737.3 SF
A
15'5 X 23'10
367.4 SF
B
52'2.5 X 343
1788.1 SF
C
4'9.75 X 1'8.5
8.2 SF
D
18'1.5 X 1'10
33.2
E
2115 X 223
470 SF
F
11'10.5 X 211.75
35.4 SF
G
EXISTING FLOOR PLAN
FLOOR AREA CALCULATION
i
LABEL
DIMENSIONS
AREA
1ST FLOOR
TOTAL
2,737.3 SF
A
15'5 X 23'10
367.4 SF
B
52'2.5 X 343
1788.1 SF
C
4'9.75 X 1'8.5
8.2 SF
D
18'1.5 X 1'10
33.2
E
2115 X 223
470 SF
F
11'10.5 X 211.75
35.4 SF
G
1210.25 X 111.75
25.4 SF
H
7'10.75+4'10.75X1'6/2
= 3,208 SF
9.6 SF
CONDITIONED AREA
i
IST FLOOR (A,B,C,E,F,G,H)
2,267.3 SF
GARAGE (D)
470 SF
TOTAL
2,737.3 SF
FLOOR AREA RATIO
0
LOT SIZE
7,842 SF
F.A.R.
34.9%
OVERHANG CALCULATION:
64.8(PORCH) + 29.3 + 20.8
+ 18.8 + 28.1
+40.1+18.9+38.6+23.3+37.7+32.2
+4.4+42+37+34.7
= 64.8 + 405.9 SF
= 470.7 SF
LOT COVERAGE
= IST FLOOR + OVERHANG
= 2737.3 + 470.7
= 3,208 SF
28.
III
„A,
SF
AREA CALCULATION
SCALE 1/8" = T-0"
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SITE PLAN / ROOF PLAN
SCALE 1/8" = 1'-0"
kyLechan
A R C H I T E C T
5205 PROSPECT ROAD
SUITE 135-120,
SAN JOSE, CA 95129
669-244-3111
www.kytechan.com
kyle@kylechan.com
PLANNING SUBMISSION
10.9.2018
Sheet Revisions:
L
SITE PLAN /
ROOF PLAN
ALL DRAWI NGS AND WRITTEN MATE RIALS CONTAINED HEREIN I
CONSTITUTE THE ORIGINAL a UNPUBLISHED WORK OF THE ARCHITECT
ANO THE SAME MAV NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
® KYLE CHAN ARCHITECT, INC.
A0.5
PROJECT NUMBER: 1811
10138 BARBARA LANE
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CONSTITUTE THE ORIGINAL a UNPUBLISHED WORK OF THE ARCHITECT
ANO THE SAME MAV NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
® KYLE CHAN ARCHITECT, INC.
A0.5
PROJECT NUMBER: 1811
10138 BARBARA LANE
Com
'CUPLRTIN4
Case #
Approval Bo
Approva I Da
Signature
anning Division - Cupertino
APPROV
RM -201 - 0,
Application N6nnb r )
Director/ t
12/19/18
Ellen Yau
Case Ma a
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VERTICAL
RSER
1/8 BEND
F o 45' WYE
(L ),- PLAIN END
X m PVC SDR26,
I,A TYP
TO MAIN
------------
CUPERTINO SANITARY DISTRICT
5' MAX
LID. SEE NOTE 3
GRADE
REMOVABLE THREADED
CAP PVC SDR26
SET CHRISTY BOX ON
TOP OF BRICKS LAID
RADIALLY OR 8"x8" OF
3/4" CRUSHED ROCK
3/4" CRUSHED ANGULAR
ROCK. SEE NOTE 6
MISSION CLAY "ARC
SHIELDED", FERNCO
"SHEAR RING" COUPLING,
TYP.
CUT EXISTING LATERAL
AND INSTALL ONE-WAY
CLEANOUT
EXISTING PVC OR VCP
NOTES:
1. ALL PIPING SHALL BE PVC SDR26. FITTINGS SHALL BE PVC SDR35.
2. ALL CLEANOUT BOXES SHALL BE BE CHRISTY CONCRETE PRODUCTS MANUFACTURED
BY OLDCASTLE PRECAST, INC.
3.
4" RISER
6" RISER
Demolition
NON -TRAFFIC
TRAFFIC
NON -TRAFFIC
TRAFFIC
BOX
F08
G05T
F08
G08T
LID
F08C
G05CT
F08C
G05CT
3.
LIDS SHALL BE MARKED "SEWER"
N 5" T-21/4"
Demolition
4.
STAMP OR
GRIND FACE OF CURB WITH "S" WHERE LATERAL PASSES UNDER
CURB,
Permit Type
IF NOT PRESENT
Demolition Permit
Building Permit
5.
1/8 BEND
MAY BE PART OF 45• WYE IF APPROVED BY DISTRICT
6.
BEDDING
MATERIAL SHALL FOLLOW CUSD STANDARD SPECIFICATIONS
SECTION 3.17
PROPERTY
LINE CL EANOUT ON EXISTING LATERAL
DETAIL 9
DR. BY:
DATE:
New
CK. BY: DATE:
y,
ED
08/30/2017
Construction
F4 10/20/2017
APPROVED. BY:����J' - DATE:
10/25/2017
CUPERTINO
DEFINITIONS:
COMPARISON MATRIX FOR
EXISTING AND NEW CONSTRUCTION
COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION
ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
(408) 777-3228 FAX (408) 777-3333 • building
acupertino.org
Demolition: The complete removal, including the entire foundation, of a building or structure. The site is cleared of
all debris prior to final inspection of the demolition permit.
Partial Demolition: The partial, permanent removal of a portion of a structure. The portion removed is not intended
to be re -built.
Remodel: At least 50% of the existing exterior walls (linear measurement) and its associated footing and roof framing
remain as exterior walls/footings and <=75% remodel of conditioned floor area.
Rebuild: More than 50% percent and up to 75% of the existing exterior walls (linear measurement) and its associated
footing and roof framing are no longer used as exterior walls/footings/roof in the new design or >75% remodel of
conditioned floor area.
New Construction: More than 75% percent of the existing exterior walls (linear measurement) and its footing and
roof framing are no longer used as exterior walls/footings/roof in the new design.
*NOTE: Not applicable for residential alterations that does not increase the building's conditioned area, volume, or size. Not applicable
for non-residential alterations (including tenant improvements) when the construction valuation is less than $200,000 per CalGreen
Section 301. Otherwise, the requirements of CalGreen applies.
ExistingvsNewPolicy.doc revised 07/11/14
CUPERTINO-SANITARY DISTRICT NOTES
1. INSTALL NEW PROPERTY LINE CLEANOUT TO DISTRICT'S STANDARDS. SEE ATTACHED DETAIL ON A0.5A. PROPERTY LINE
CLEANOUT MUST BE WITHIN 5 FEET OF THE PROPERTY LINE. CLEANOUT SHALL BE THE SAME DIAMETER AS THE STREET PORTION
OF THE SERVICE LATERAL. GRAVITY LATERAL IS 4" DIAMETER. (D.C. 4101)
Z. CUPERTINO SANITARY DISTRICT INITIAL (VISUAL) INSPECTION REQUIRED. CONTRACTOR SHALL LEAVE NEW PIPE INSTALLATION
EXPOSED. DO NOT BACKFILL. OWNER TO CONTACT DISTRICT 48 HOURS PRIOR TO SCHEDULING A
DISTRICT INSPECTOR FOR A VISUAL INSPECTION. (D.C. 5203)
3. CUPERTINO SANITARY DISTRICT FINAL (CCTV) INSPECTION AND APPROVAL OF THE NEW PROPERTY LINE CLEANOUT, POINT OF
CONNECTION, AND DISTRICT LATERAL IS REQUIRED PRIOR TO CLEARANCE FOR CITY OF CUPERTINO FINAL INSPECTION. OWNER
MUST ALLOW DISTRICT AT LEAST 48 HOURS' NOTICE TO SCHEDULE A DISTRICT INSPECTOR FOR A VIDEO INSPECTION. DISTRICT TO
PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION. (O.C. 7102)
4. STORM WATER SURFACE OR ROOF DRAINS, OTHER GENERAL SURFACE WATER RUNOFF, OR CONDENSATION FROM ANY
RESIDENTIAL HVAC EQUIPMENT SHALL NOT BE DISCHARGED TO THE SANITARY SEWER
15-5"
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N 5" T-21/4"
Demolition
Partial Demolition
Remodel
Rebuild
New
Permit Type
Demolition Permit
Demolition Permit
Building Permit
Building Permit
Building Permit
(in Fee Estimator)
G
Plan Check Type
Not Applicable
Not Applicable
Alteration / Repair
Addition
New
(in Fee Estimator)
f�
W
Construction
Permit Fees
Calculated as a
Calculated as a
Residential -
Residential - Rebuild
Residential -
demolition permit
demolition permit
Remodel Area is
Area shall be combined
New Area shall
y,ju
w�►
I
per the fee
per the fee
calculated as
with any new additions
stated as "R-3
J[T l
ll -- 5'4"X11'0"
schedule. Use
schedule. Use
"Residential Remodel"
as floor area for "R-3
Custom".
lr---�r-
3'zxlo'�11 Ilii
floor area of entire
floor area of partial
per the fee schedule.
Custom".
Commercial -
�
building to be
demolition area
Commercial -
Commercial - Rebuild
New Area shall
demolished.
only.
Remodel Area shall be
Area shall be calculated
be calculated as
I
U -1l -I- J ,
calculated as a "Tenant
as new floor area based
new floor area
I
•I
I I
I
Improvement".
on occupancy.
based on occup.
School Fees
I I
Remodel Area is NOT
Rebuild Area is NOT
New Area is
U
considered added floor
considered added floor
considered added
Lll
I III
area.
area.
floor area.
Construction Tax
Not Applicable
Not Applicable
Applies
CalGreen
(See Note below)*
CalGreen applies
CalGreen applies
Fire Sprinklers
Not Applicable
Required as for New
Required for
(CMC 16.06.050 &
Construction.
New Buildings
CMC 16.40.210)
Wildland Urban
Not Applicable
Applies
Applies
Interface
Street Dedication
Remodel Area is NOT
Rebuild Area is
Applies
(CMC 14.04.230)
considered an increase
considered an increase
in "Floor Area"
in "Floor Area"
*NOTE: Not applicable for residential alterations that does not increase the building's conditioned area, volume, or size. Not applicable
for non-residential alterations (including tenant improvements) when the construction valuation is less than $200,000 per CalGreen
Section 301. Otherwise, the requirements of CalGreen applies.
ExistingvsNewPolicy.doc revised 07/11/14
CUPERTINO-SANITARY DISTRICT NOTES
1. INSTALL NEW PROPERTY LINE CLEANOUT TO DISTRICT'S STANDARDS. SEE ATTACHED DETAIL ON A0.5A. PROPERTY LINE
CLEANOUT MUST BE WITHIN 5 FEET OF THE PROPERTY LINE. CLEANOUT SHALL BE THE SAME DIAMETER AS THE STREET PORTION
OF THE SERVICE LATERAL. GRAVITY LATERAL IS 4" DIAMETER. (D.C. 4101)
Z. CUPERTINO SANITARY DISTRICT INITIAL (VISUAL) INSPECTION REQUIRED. CONTRACTOR SHALL LEAVE NEW PIPE INSTALLATION
EXPOSED. DO NOT BACKFILL. OWNER TO CONTACT DISTRICT 48 HOURS PRIOR TO SCHEDULING A
DISTRICT INSPECTOR FOR A VISUAL INSPECTION. (D.C. 5203)
3. CUPERTINO SANITARY DISTRICT FINAL (CCTV) INSPECTION AND APPROVAL OF THE NEW PROPERTY LINE CLEANOUT, POINT OF
CONNECTION, AND DISTRICT LATERAL IS REQUIRED PRIOR TO CLEARANCE FOR CITY OF CUPERTINO FINAL INSPECTION. OWNER
MUST ALLOW DISTRICT AT LEAST 48 HOURS' NOTICE TO SCHEDULE A DISTRICT INSPECTOR FOR A VIDEO INSPECTION. DISTRICT TO
PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION. (O.C. 7102)
4. STORM WATER SURFACE OR ROOF DRAINS, OTHER GENERAL SURFACE WATER RUNOFF, OR CONDENSATION FROM ANY
RESIDENTIAL HVAC EQUIPMENT SHALL NOT BE DISCHARGED TO THE SANITARY SEWER
15-5"
Z�------------------
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5-6 3/4"
z 2'6X3'6 DOUBLE HUNG 2'6X3'6 DOUBLE HUNG
PER CITY OF CUPERTINO MUNICIPAL CODE DEFINITION:
REBUILD: MORE THAN 50% PERCENT AND UP TO 75% OF THE
EXISTING EXTERIOR WALLS (LINEAR MEASUREMENT) AND ITS
Ix
ASSOCIATED FOOTING AND ROOF FRAMING ARE NO LONGER
USED AS EXTERIOR WALLS/FOOTINGS/ROOF IN THE NEW
DESIGN OR >75% REMODEL OF CONDITIONED FLOOR AREA.
EXTERIOR WALL STUDY:
WALLS THAT ARE REMAIN TO BE USED AS EXTERIOR
WALLS/FOOTINGS/ROOF
=2'5.75+47+153.5+27+T.5+56.75+5'6.75+1410+475
+Z'+3'4.5+3'.5+4"+10'8+Z'Z.5+10'2.75+T2.Z5+5"+1'11.5
+5'9
=101'8.75"
WALLS THAT ARE NOT TO BE USED AS EXTERIOR
WALLS/FOOTINGS/ROOF
= 15'5 + 2'2.75 + 4'+ 3'9.5 + 5'+ 311.25 + 3.75 + 45.5 + 11'6 + 5'+ 5'
+ 2'7.5
= 66'.25"
TOTAL EXTERIOR WALL (LINEAR FOOT)
=101'8.75 + 66'.25
=167'9"
% NOT USED AS EXTERIOR WALL
= 66'.25" / 167'9"
= 39.3%
r
SINCE TOTAL REMODELED EXTERIOR WALL IS LESS THAN 75%,
THE PROJECT IS NOT CONSIDERED A NEW CONSTRUCTION.
CONDITIONAL FLOOR AREA
REMODEL STUDY:
0
CONDITIONED FLOOR AREA REMODELED (SHADED GRAY AREA)
=
2,258 SF
CONDITIONED FLOOR AREA TO REMAIN (LIGHT GRAY AREA)
=0SF
EXTERIOR WALL STUDY 2
SCALE 1/8" = T-0"
% REMODEL OF CONDITIONED FLOOR AREA
=100%
BASED ON BOTH STUDIES, THIS PROJECT IS CONSIDERED AS A
REBUILT PER CITY OF CUPERTINO MUNICIPAL CODE.
RESIDENTIAL FIRE SPRINKLER IS REQUIRED.
(E)10'Ox4'0
CONDITIONED FLOOR AREA REMODEL STUDY
SCALE 1/8" = T-0"
KC
kyLechan
A R C H I T E C T
5205 PROSPECT ROAD
SUITE 135-120,
SAN JOSE, CA 95120
669-244-3111
www.kyQechuan.com
kyle@kylechDan.com
PLANNING SUBMISSION
10.9.2018
Sheet Revisions:
J
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5-6 3/4"
z 2'6X3'6 DOUBLE HUNG 2'6X3'6 DOUBLE HUNG
PER CITY OF CUPERTINO MUNICIPAL CODE DEFINITION:
REBUILD: MORE THAN 50% PERCENT AND UP TO 75% OF THE
EXISTING EXTERIOR WALLS (LINEAR MEASUREMENT) AND ITS
Ix
ASSOCIATED FOOTING AND ROOF FRAMING ARE NO LONGER
USED AS EXTERIOR WALLS/FOOTINGS/ROOF IN THE NEW
DESIGN OR >75% REMODEL OF CONDITIONED FLOOR AREA.
EXTERIOR WALL STUDY:
WALLS THAT ARE REMAIN TO BE USED AS EXTERIOR
WALLS/FOOTINGS/ROOF
=2'5.75+47+153.5+27+T.5+56.75+5'6.75+1410+475
+Z'+3'4.5+3'.5+4"+10'8+Z'Z.5+10'2.75+T2.Z5+5"+1'11.5
+5'9
=101'8.75"
WALLS THAT ARE NOT TO BE USED AS EXTERIOR
WALLS/FOOTINGS/ROOF
= 15'5 + 2'2.75 + 4'+ 3'9.5 + 5'+ 311.25 + 3.75 + 45.5 + 11'6 + 5'+ 5'
+ 2'7.5
= 66'.25"
TOTAL EXTERIOR WALL (LINEAR FOOT)
=101'8.75 + 66'.25
=167'9"
% NOT USED AS EXTERIOR WALL
= 66'.25" / 167'9"
= 39.3%
r
SINCE TOTAL REMODELED EXTERIOR WALL IS LESS THAN 75%,
THE PROJECT IS NOT CONSIDERED A NEW CONSTRUCTION.
CONDITIONAL FLOOR AREA
REMODEL STUDY:
0
CONDITIONED FLOOR AREA REMODELED (SHADED GRAY AREA)
=
2,258 SF
CONDITIONED FLOOR AREA TO REMAIN (LIGHT GRAY AREA)
=0SF
EXTERIOR WALL STUDY 2
SCALE 1/8" = T-0"
% REMODEL OF CONDITIONED FLOOR AREA
=100%
BASED ON BOTH STUDIES, THIS PROJECT IS CONSIDERED AS A
REBUILT PER CITY OF CUPERTINO MUNICIPAL CODE.
RESIDENTIAL FIRE SPRINKLER IS REQUIRED.
(E)10'Ox4'0
CONDITIONED FLOOR AREA REMODEL STUDY
SCALE 1/8" = T-0"
KC
kyLechan
A R C H I T E C T
5205 PROSPECT ROAD
SUITE 135-120,
SAN JOSE, CA 95120
669-244-3111
www.kyQechuan.com
kyle@kylechDan.com
PLANNING SUBMISSION
10.9.2018
Sheet Revisions:
FLOOR AREA
STUDY
ALL OTITUTE ORIGINAL
NMATERIISHE TA IN EO HEREIN I
CONSTITUTE THEORI NOT
UNPUBLISH EO WORK IS CLOSEDARCHITECT
ANOTHE SAME MAY NOT BESENT OF
USED ORDISCLOSED
W IKYLE C THE ARCHITECT,
CONSENT OF THE ARCHITECT.
® KYLE CHAN ARCHITECT, INC.
1
AO.5a
PROJECT NUMBER:1811
10138 BARBARA LANE
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FLOOR AREA
STUDY
ALL OTITUTE ORIGINAL
NMATERIISHE TA IN EO HEREIN I
CONSTITUTE THEORI NOT
UNPUBLISH EO WORK IS CLOSEDARCHITECT
ANOTHE SAME MAY NOT BESENT OF
USED ORDISCLOSED
W IKYLE C THE ARCHITECT,
CONSENT OF THE ARCHITECT.
® KYLE CHAN ARCHITECT, INC.
1
AO.5a
PROJECT NUMBER:1811
10138 BARBARA LANE
Com r I u n i y Meve ITpmen epa r
tanning Division — Cupertino
'CUPERTIN4 APPROVED
Case # RM -2018-30
I Application Number(s)
Approval Bo y: Director / Staff
Approva I Da e 12/19/18
Signature Ellen Yau
Case Manager
I.
r
KC
kyLechan
A R C H I T E C T
5205 PROSPECT ROA®
SUITE 135-120,
SANT JOSE, CA 95120
660-244-3111
www.kylechan.com
kyLe@kyLechan.com
PLANNING SUBMISSION
10.9.2018
Sheet Revisions:
FIRST FLOOR
DEMOLITION /
PROPOSED
PLAN
ALL ORAWI NGS AND WRITTEN MATERIALS CONTAINED HEREIN I
CONSTITUTE THE ORIGINAL UNPUBLISHED WORK OF THE ARCHITECT
AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT THE W RITTEN CONSENT OF THE ARCHITECT.
® KYLE CHAN ARCHITECT, INC.
A211
PROJECT NUMBER: 1811
10138 BARBARA LANE
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FIRST FLOOR
DEMOLITION /
PROPOSED
PLAN
ALL ORAWI NGS AND WRITTEN MATERIALS CONTAINED HEREIN I
CONSTITUTE THE ORIGINAL UNPUBLISHED WORK OF THE ARCHITECT
AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT THE W RITTEN CONSENT OF THE ARCHITECT.
® KYLE CHAN ARCHITECT, INC.
A211
PROJECT NUMBER: 1811
10138 BARBARA LANE
Cas
Apr
Apr
Sigr
CUPEP
Cas
Apr
Apr
Sigr
Co munity Development Department
Planning Division — Cupertino
DOOR AS SCHED.
REMOVE NAILING
FLANGE @ SILL —
FIN. FLOORL+O=0"Z
SEE SECTION
FINISH
AS SCHED.
P.T. PLY AT BOT. OF DOOR
PLASTER SCREED W/ WE
4" MIN. SLAB W/ #4 @ 16" O.C.
EA. WAY N
SLOPE
T.O. STEP
SEE ELEV. °
4 a a
4
° 4 4
00
a:
4 4 °
GSM DRIP
CAP
4
4
CUPERTINO
APPROVED
Case #—
RM -2018-30
°
Application Number(s)
Approval Idy:
Director/ Staff
Approva I
to 12/19/18
Signature
Ellen Yau
4 4
Case Manager
DOOR AS SCHED.
REMOVE NAILING
FLANGE @ SILL —
FIN. FLOORL+O=0"Z
SEE SECTION
FINISH
AS SCHED.
P.T. PLY AT BOT. OF DOOR
PLASTER SCREED W/ WE
4" MIN. SLAB W/ #4 @ 16" O.C.
EA. WAY N
SLOPE
T.O. STEP
SEE ELEV. °
4 a a
4
° 4 4
00
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4 4 °
GSM DRIP
CAP
a
4
4
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4 4
4
4.
4
4 4
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WRC TRIM
COLOR TO IV
PLASTER
WINDOW
AS SCHED
CONTINU(
PAN FLAS
SHAPED A
SHAPED
WRC 3X S
PTD. TO
MATCH
PLASTER
DRIP
PLASTER
WALL AS
a
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WRC TRIM
COLOR TO IV
PLASTER
WINDOW
AS SCHED
CONTINU(
PAN FLAS
SHAPED A
SHAPED
WRC 3X S
PTD. TO
MATCH
PLASTER
DRIP
PLASTER
WALL AS
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WRC TRIM
COLOR TO IV
PLASTER
WINDOW
AS SCHED
CONTINU(
PAN FLAS
SHAPED A
SHAPED
WRC 3X S
PTD. TO
MATCH
PLASTER
DRIP
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WALL AS
a
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4 Q 4
SLIDING DOOR SILL (SWING DR SIM.)
SCALE 6" = T-0"
13 14
SEE
FOR WEATHER RESISTANT INFO
10
TYPICAL \A/DW. SILL,
MEETING RAIL Et HEAD DETAILS @ CEM. i o
PLASTER FINISH (DR HEAD SIM.)
SCALE: 6" = T-0"
WRC TRIM
MATCH (E)
PLASTER COLOR
WALL AS SCHED.
WDW. CASING
COLOR TO
MATCH PLASTER
TYP. WDW. JAMB DETAIL Q
L CEMENT PLASTER FINISH J
SCALE 6" = T-0"
I
IR ----4-
SECTION L
SCALE 1/4" = T-0"
E ROOF ___
+14'-11/2" (+117.4')
—_—_—_ (N) PORCH RO.OF_—_-4—
+12'-61/2"
(E) CEILING
+8 -0„
FINISH FLOOR
— — — E+0'-0" (+103.28')
0' 2.5' 5' 7.5' 10' 12.5' 15'
SECTION
SCALE 1/4" = T-0"
kyLechan
A R C H I T E C T
5205 PROSPECT ROAD
SUITE 135-120,
SAN JOSE, CA 95129
669-244-3111
www.kytechan.com
kyle@kytechan.com
PLANNING SUBMISSION
10.9.2018
Sheet Revisions:
EXTERIOR
DETAILS /
SECTIONS
ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN
CONSTITUTE THE ORIGINAL a UNPUBLISHED WORN OF THE ARCHITECT
AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
V KYLE CHAN ARCHITECT, INC.
A8.1
PROJECT NUMBER: 1811
10138 BARBARA LANE
J
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EXTERIOR
DETAILS /
SECTIONS
ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN
CONSTITUTE THE ORIGINAL a UNPUBLISHED WORN OF THE ARCHITECT
AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.
V KYLE CHAN ARCHITECT, INC.
A8.1
PROJECT NUMBER: 1811
10138 BARBARA LANE