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10736 LINDA VISTA DR.. CUPERTINO.. CA 95014
PROJECT DATA: SCOPE OF WORK:
1. ADDRESS:
2. APN:
3. LAND USE DESIGNATION
4. ZONING:
5. LOT SIZE:
6. GROSS FLOOR AREA:
10736 LINDA VISTA DR, CUPERTINO, CA 95014
356-08-018
RESIDENTIAL LOW DENSITY 1-5 DU/AC
R1-7.5
7,525 SQ. FT.
MAXIMUM F.A.R. 45%
EXISTING:
24.5 FT / 2 STORIES
PROPOSED:
R3/U
RESIDENCE=
1,678 SQ. FT.
RESIDENCE (1ST FLOOR)=
1,713 SQ. FT.
GARAGE=
402 SQ. FT.
(2ND FLOOR)=
944 SQ. FT.
FRONT PORCH=
174 SQ. FT.
(E) GARAGE=
396 SQ. FT.
TOTAL FLOOR AREA=
2,080 SQ. FT.
TOTAL FLOOR AREA=
3,053 SQ. FT.
F.A.R.=
27.6%
F.A.R.=
40.6%
NOTE: IF GARAGE IS UPGRADED IN FUTURE TO ACCOMMODATE 20'x20' INTERNAL SIZE, THE
MIN. GARAGE FLOOR AREA WILL BE 441 SQ. FT., AND THE F.A.R. WILL BE 41.2% (<45%).
7. LOT COVERAGE: MAXIMUM 45%
EXISTING:
24.5 FT / 2 STORIES
PROPOSED:
R3/U
RESIDENCE=
1,678 SQ. FT.
RESIDENCE=
1,713 SQ. FT.
GARAGE=
402 SQ. FT.
GARAGE=
396 SQ. FT.
FRONT PORCH=
174 SQ. FT.
FRONT PORCH=
137 SQ. FT.
EAVE=
281 SQ. FT.
EAVE=
337 SQ. FT.
TOTAL=
2,535 SQ. FT.
TOTAL=
2,583 SQ. FT.
COVERAGE=
33.7%
COVERAGE=
34.3%
8. BUILDING HEIGHT:
24.5 FT / 2 STORIES
9. OCCUPANCY GROUP:
R3/U
10. TYPE OF CONSTRUCTION:
VB
11. PROPERTY OWNER:
SI LI (408) 623-8476
12. PLANS PREPARED BY:
AQX ENGINEERING INC. (310) 384-2703
APPLICABLE CODES:
1. 2016 CALIFORNIA BUILDING CODE(VOLUMES 1&2)
2.2016 CALIFORNIA FIRE CODE
3.2016 CALIFORNIA ELECTRICAL CODE
4.2016 CALIFORNIA MECHANICAL CODE
5.2016 CALIFORNIA PLUMBING CODE
6.2016 CALIFORNIA RESIDENTIAL CODE
7.2016 CALIFORNIA ENERGY CODE
8.2016 CALIFORNIA GREEN BUILDING STANDARDS
9. CITY OF CUPERTINO ORDINANCES
SHEETINDEX
SHEET NO.
DESCRIPTION
A0.0
COVER SHEET & PROJECT DATA
A1.1
EXISTING & PROPOSED SITE PLAN
A1.2
PRIVACY PLANTING PLAN
A2.1
EXISTING FLOOR PLAN
A2.2
PROPOSED 1ST FLOOR PLAN
A2.3
PROPOSED 2ND FLOOR & ROOF PLAN
A3.1
EXISTING EXTERIOR ELEVATIONS
A3.2
PROPOSED EXTERIOR ELEVATIONS 1
A3.3
PROPOSED EXTERIOR ELEVATIONS 2
A4.1
PROPOSED CROSS SECTIONS
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1. 2ND STORY ADDITION OF 944 SQ. FT. OVER THE EXISTING SINGLE
STORY HOUSE, ADDING 3 NEW BEDROOMS AND 2 NEW BATHROOMS.
2. ALTERATIONS TO THE EXISTING HOUSE ON 1ST FLOOR, INCLUDING:
A. EXPAND TO THE FRONT ENTRY (37 SQ. FT.)
B. RELOCATE AND REMODEL THE KITCHEN (209 SQ. FT.)
C. CONVERT THE 3RD BEDROOM TO BEA STUDY (131 SQ. FT.)
D. REMODEL THE BATH 2 (61 SQ. FT.)
E) FRONT STREET VIEW
(E) REAR YARD VIEW
O F F I C E O F C OU N TY A S S E S S O R S A N T A C L A R A C O U N T Y, C A LI F 0 R N I A
M---JPAGE
l AC
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P,M. 612-M-14 P.M. 510-M-2 10715p
B_YR_NE 20' L.L.A. 16968679 P.M. 812-M-37 0 64 1 N
57.97
,20�12� 100.12 100.00 100.00 58.29 'I 90.93 17�77T 86.95 124.92 95.00 I 75.00 I 75.00 70.00 70.00 i 70.39 107,15 N Z 14
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a ' 7,924 sf ' ''� $I $I Ir NI NI =
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$ia �¢>97s.6s--- 4 40 e $'
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6,92 29.92 75.00 55.08 1
g .I 47 ------�N ti------�� 19 75s 4456 0
I � A I `� 22096 22086 22, s
'4s PSL. A U. ib 1 1 ' 1 4 a' 06 2?Os o 1079
N 11,3sosr $ 10 Zas ti' LINDA VISTA P� s "�
22
1 a 7,500 sf wi 8 a Gr. ' 71,608sf a ` b
i I 32 8i i 0.18 Ac 11,324sf1 Gr' 42 �i UI -'ice 49 &� ej e 22085
N eo.1z oo.1z z aa.00 8887 ;m Net 17t,319sf $ ulwl o o° try 115.3, 44.x9 15 I TRACT No. 4417
-21sao iu Net 'm l'1'I .189 ACS 33 ter; 21 a. as
I 0 2'97° 2'sn P.M. 280-M-20 ?'9Ba "" M-r°sla- U N �y PLAN - X36 MONTEBELLO UNIT No. 3
5 - 24
32.45' 7. 7 47.50 ' a 706,>� 50.06 e 20 'A 4 j 23 pl OO
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LAWRENCE E. STONE -ASSESSOR
Codostral mop for 1a11went purposes only.
1711.1under R. & T. Code' Sec. 327.
Effective Rall Year 2018 -2079
GENERAL NOTES:
(SEE ALSO STRUCTURAL GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE 2016 CALIFORNIA
BUILDING CODE AND ANY OTHER REGULATORY AGENCIES
WHICH HAVE ANY AUTHORITY OVER ANY PORTION OF THE
WORK INCLUDING THE STATE OF CALIFORNIA DIVISION OF
INDUSTRIAL SAFETY AND THOSE CODES AND STANDARDS
LISTED IN THESE NOTES AND SPECIFICATIONS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS ON THE PLANS AND AT THE BUILDING SITE
BEFORE COMMENCING WORK AND SHALL REPORT ANY
DISCREPANCY TO THE ENGINEER BEFORE PROCEEDING
3. THE CONTRACTOR SHALL INSURE THAT ALL WORK IS
CARRIED OUT IN A SAFE ENVIRONMENT. IT SHALL BE HIS
RESPONSIBILITY TO SEE THAT ALL CONSTRUCTION SAFETY
REGULATIONS APPLICABLE ARE OBSERVED.
4. THE INSTALLATION OF ALL SPECIFIED MATERIALS
INCLUDING THE PREPARATION OF SURFACES, SHALL
CONFORM TO THE MATERIAL MANUFACTURER'S
SPECIFICATIONS AND RECOMMENDATIONS. ALL WORK
SHALL BE PERFORMED BY MECHANICS SKILLED IN THE
APPLICATION MATERIALS SPECIFIED.
5. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND
BRACING WHERE REQUIRED.
6 METHODS OF DEMOLITION SHALL BE DEVISED BY THE
CONTRACTOR BUT WITHIN THE REQUIREMENTS OF ALL
APPLICABLE CODES AND LOCAL ORDINANCES.
VICINITY MAP
NOT TO SCALE
7. DETAILS SHOWN ARE BASED ON DATA TAKEN FROM
EXISTING FIELD OBSERVATIONS AND MAY NOT AGREE WITH
EXISTING CONSTRUCTION. WHERE A DIFFERENCE OCCURS
WORK SHALL BE STOPPED ON THAT AREA IMMEDIATELY
AND ENGINEER SHALL BE NOTIFIED.
8. THE CONTRACT STRUCTURAL DRAWINGS AND
SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT EXISTING OR NEW STRUCTURES
DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,
BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS
DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION
VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS.
9. CONTRACTOR SHALL VERIFY WITH THE OWNER
LOCATIONS OF EXISTING UNDERGROUND CABLES,
CONDUITS, UTILITY PIPES, ETC. AND SHALL NOT DAMAGE
SAME DURING EXCAVATIONS. CONCRETE AND ASPHALT TO
BE REMOVED SHALL BE SAW CUT TO PROVIDE A CLEAN
STRAIGHT EDGE.
10. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTING,
BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT
BEEN CONSIDERED BY THE ENGINEER.
11. THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE
BRACES AND CONNECTIONS TO SUPPORT THE COMPONENT
PARTS OF THE STRUCTURE, UNTIL THE STRUCTURE ITSELF
(INCLUDING THE ROOF AND FLOOR DIAPHRAGMS) IS
COMPLETE ENOUGH TO ADEQUATELY SUPPORT ITSELF.
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Job No.
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10/30/2018
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COVER SHEET
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DATA
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Job No.
1175.00R
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Job No.
1175.00R
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Job No.
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Sheet title
EXISTING &
PROPOSED
SITE PLAN
Sheet number
A 1,9 1
(E) BACKYARD TREES PHOTO (LEFT)
(E) BACKYARD TREES PHOTO (RIGHT)
(E) BACKYARD TREES PHOTO (LEFT CORNER)
(E) BACKYARD TREES PHOTO (RIGHT CORNER)
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PROPOSED NEW PRIVACYNTINGS IN BACK YARD AND FRONT
D, PLEASE REFER TO THEORIST'S REPORT.
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LINDA VISTA DRIVE (R/W.- 60)
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Planning Review 03/07
Job No. 1175.00R
Date: 01/15/2019
Drawn: H. C.
Sheet title
PRIVACY
PLANTING
PLAN
Sheet number
A 1,02
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Revisions
Planning Review 0115
Job No. 1175.00R
Date: 10/30/2018
Drawn: H. C.
Sheet title
Existing/Demo
1st Floor Plan
Sheet number
A2,01
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Planning Review 0115
Job No. 1175.00R
Date: 10/30/2018
Drawn: H. C.
Sheet title
Existing/Demo
1st Floor Plan
Sheet number
A2,01
FLOOR AREA CALC DIAGRAM
SCALE: 1/8" = 1'-0"
1 ST STORY
2ND FLOOR
2ND STORY
1 ST FLOOR
SECTION
DIMENSIONS
AREA (Sq. Ft.)
W
SECTION
DIMENSIONS
AREA (Sq. Ft.)
A
14'-2" x 32'-2"
456
L
19'-4 2" x 17'-11"
347
B
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160
M
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241
C
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TOTAL FLOOR AREA =
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Planning Review 0115
Job No. 1175.00R
Date: 10/30/2018
Drawn: H. C.
Sheet title
Proposed Ist
Floor Plan
Sheet number
A2,02
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Revisions
Planning Review 0115
Job No. 1175.00R
Date: 10/30/2018
Drawn: H. C.
Sheet title
Proposed
2nd Floor &
Roof Plan
Sheet number
A2,03
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Planning Review 0115
Job No. 1175.00R
Date: 10/30/2018
Drawn: H. C.
Sheet title
Proposed
2nd Floor &
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Sheet number
A2,03
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SCALE: 1/4" = 1'-0"
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(E) F. F.
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Planning Review 01/15
Job No.
1175.00R
Date:
10/30/2018
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Sheet title
Existing
Exterior
Elevations
Sheet number
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Planning Review 0115
Job No. 1175.00R
Date: 10/30/2018
Drawn: H.C.
Sheet title
Proposed
Exterior
Elevations -1
Sheet number
A3.2
24'-5" (N) RIDGE
PROPOSED LEFT (NORTH) ELEVATION
SCALE: 1/4" = 1'-0"
PROPOSED RIGHT (SOUTH) ELEVATION
SCALE: 1/4" = 1'-0"
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(N) 2ND FLOOR
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Planning Review 0115
Job No. 1175.00R
Date: 10/30/2018
Drawn: H. C.
Sheet title
Proposed
Exterior
Elevations -2
Sheet number
A3.3
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Planning Review 01/15
Job No. 1175.00R
Date: 01/05/2019
Drawn: H. C.
Sheet title
Cross
Sections
Sheet number
A4,91