R-2019-027 and RM-2019-018 Approved PlansetALL WRITTEN DIMENSIONS SHALL OVER TAKE PRECEDENCE OVER SCALED DIMENSIONS.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF
JACKSON AND PARTNERS PRIOR TO START OF CONSTRUCTION.
LOCATION OF UTILITIES AND EXISTING CONDITIONS AT SITE TO BE VERIFIED PRIOR
TO CONSTRUCTION BIDDING.
ALL WORK APPLIANCES AND EQUIPMENT SHALL COMPLY WITH C.E.C TITLE
24 RESIDENTIAL ENERGY STANDARDS.
BUILDING CONTRACTOR:
RESPONSIBILITY FOR METHOD AND MANNER OF CONSTRUCTION AND FOR ALL
JOB SITE SAFETY DURING CONSTRUCTION SHALL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR METHOD & MANNER OF ALL WATERPROOFING.
BUILDER/CONTRACTOR SHALL REFER TO SOIL REPORT, GRADING & DRAINAGE PLAN, AND ALL WATERPROOFING
WORK TO BE PERFORMED BY NHQ CERTIFIED WATERPROOFING COMPANY.
SHALL PROVIDE THE BUILDING OWNER, MANAGER, AND THE ORIGINAL OCCUPANTS
A LIST OF THE ENERGY- SAVING CONSERVATION FEATURES DEVICES, MATERIALS AND
COMPONENTS INSTALLED IN THE BUILDING, AND INSTRUCTIONS
ON HOW TO USE THEM EFFICIENTLY, SUCH FEATURES INCLUDE HEATING, COOLING,
WATER HEATING, AND LIGHTING SYSTEMS, AS WELL AS INSULATION, WEATHER
STRIPPING WINDOW SHADES, AND THERMAL MASS MATERIALS,
THE INSTRUCTIONS SHALL BE CONSISTENT WITH SPECIFICATION
BUT FORTH BY THE EXECUTIVE DIRECTOR.
ITEMS TO BE DEFERRED:GAS LINE SIZING CALCULATION & STAIRWAY.
FIRE SPRINKLER: TO BE REVIEWED AND APPROVED UNDER SEPARATE PERMIT.N°
BRET AVENUE (60')
°
°°°NAME:
SCALE:
EXSTING SITE PLAN
3/32"=1'-0"
SCALE: AS SHOWN
COVER PAGE
A1JACKSON & PARTNERSJACKSONPARTNER@GMAIL.COM
(650)861-2039PROJECT MAP
PROJECT LOCATION:
JURISDICTION:
CONSTRUCTION TYPE:
APN:
FIRE SPRINKLER SYSTEM:
LOT SIZE:
ZONING:
OCCUPANCY
TYPE OF CONSTRUCTION:
LAND USE:
10363 BRET AVE. CUPERTINO 95014
COUNTY OF SANTA-CLARA
NEW CONSTRUCTION
375-10-023
FULLY SPRINKLER
9,375SF
R1-10
R3-U
V-N-FULLY SPRINKLER
RES LOW 1-5
PROJECT DATA
FLOOR AREA RATIO CALCULATION:
MAX F.A.R: 45%(9,375)=4218.75 SQ.FT
FIRST FLOOR:
MAIN UNIT 2208 SQ.FT
GARAGE: 431 SQ.FT
ADU:408 SQ.FT
TOTAL:3047 SQ.FT
SECOND FLOOR:1,171SQ.FT
PROPOSED F.A.R:4,218 SQ.FT(44.99%)
PROJECT INDEX
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
COVER PAGE
PROPOSED SITE PLAN
FIRST FLOOR PLAN
SECOND FLOOR PLAN
NORTH/SOUTH ELEVATION
WEST/EAST ELEVATION
ROOF PLAN
ELEVATION ADU
SECTION PLAN
PROJECT DESCRIPTION
1. DEMO EXISTING 1300 SQ.FT SINGLE FAMILY HOUSE WITH ATTACHED
GARAGE of 200 SQ.FT
2. PROPOSE (N) 2 STORY HOUSE WITH 3379 SQ.FT OF LIVING AREA WITH
ATTACHED GARAGE OF 431 SQ.FT AND AN DETACHED ADU OF 408 SQ.FT
3. REPAVES THE EXISTING DRIVE WAY
4. A SEPARATE DEMO PERMIT REQUIRED PRIOR TO BUILDING PERMIT
PROPOSED
RESIDENTIAL NEW CONSTRUCTION
LIN RESIDENCE
10363 BRET Ave. CUPERTINO 95014
DESIGNER:
JACKSON & PARTNERS
3561 HOMESTEAD ROAD #1100
SANTA CLARA, CA 95051 -51 61
650.861 .2039
J ACKSONSPARTNER@G MAIL.COM
FIRE NOTES
ENERGY CONSULTANT
YARMILA VERA KENNETT
1 52 31 PERRY LANE MORGAN HILL CA
95037
YARMILAVERA@NETSCAPE.NET
STRUCTURAL ENGINEER:
WESLEY LIU ENGINEERING
7246 SHARON DRIVE # O
SAN JOSE,CA 95129
408.973.1839
WESLEYLIU@YAHOO.COM
SURVEYOR:
Kacie Plouff
Christensen & Plouff Land Surveying
408-755-9784
kacie@cplandsurveying.com
MANUFACTURE CONTACT
· EAGLE ROOFING (800)-998-3245 EAGLEROOFING.COM
· GAF ROOFING (877)423-7663 GAF.COM
· VELUX SKYLIGHT VELUXUSA.COM
AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT NEW BUILDINGS
AND STRUCTURES WITH GROUP R FIRE AREA. PER REQUIREMENTS OF CFC 903.3.1.3 AUTOMATIC SPRINKLER
SYSTEMS IN ONE-AND TWO-FAMILY DWELLINGS, AND TOWNHOUSES SHALL BE INSTALLED THROUGHT IN
ACCORDANCE WITH NFPA 13D.
GROUP U PRIVATE GARAGES AND CARPORTS ACCESSORY TO R-3 OCCUPANCIES- CARPORTS WITH
HABITABLE SPACE ABOVE AND ATTACHED GARAGES,ACCESSORY TO GROUP R-3 OCCUPANCIES SHALL BE
PROTECTED BE RESIDENTIAL FIRE SPRINKLERS IN ACCORDANCE W/THIS SECTION. RESIDENTIAL FIRE
SPRINKLER SYSTEM SHALL BE CONNECTED TO AN INSTALLED W/AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER
SYSTEM THAT COMPLIES WITH NFPA 13D SPRINKLER SYSTEMS AS AMENDED BY THE CITY OF SAN JOSE.
FIRE SPRINKLER SHALL BE RESIDENTIAL SPRINKLERS OR QUICK RESPONSE SPRINKLERS, DESIGN TO PROVIDE
A MINIMUM DENSITY OF 0.05 GPM/SQFT(2.04mm/MIN) OVER THE AREA OF TE GARAGE AND OR CARPORT,BUT
NOT EXCEED TWO SPRINKLERS FOR HYDRAULIC CALCULATION PURPOSES. GARAGE DOORS SHALL NOT BE
CONSIDERED OBSTRUCTION WITH RESPECT TO SPRINKLER PLACEMENT.
BALCONIES AND DECKS-SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES,DECKS AND
GROUND FLOOR PATIOS OF BUILDING WHICH HAVE AB AUTOMATIC FIRE SPRINKLER SYSTEM. PROVIDED
THERE IS ROOF OR DECK ABOVE. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE
PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTOR ARE WITHIN 1 INCH TO 6 INCHES BELOW THE
STRUCTURAL MEMBERS AND A MAX. DISTANCE OF 14 INCHES BELOW DECK OF THE EXTERIOR BALCONIES AND
DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION.
SPRINKLER PERMIT(NEW) SUBMIT SHOP DRAWINGS AND PERMIT APPLICATION TO THE SAN JOSE FIRE
DEPARTMENT FOR APPROVAL BEFORE CONSTRUCTION. A COPY OF THESE PLAN CHECK COMMENTS WILL BE
REQUIRED AT THE TIME OF PERMIT APPLICATION.
WATER SUPPLIES AND FIRE HYDRANTS. THE REQUIRED FIRE FLOW SHALL NOT BE LESS THAN 1500 GA PER MIN
AT 20PSI. THE FIRE FLOW SHALL BE AVAILABLE FROM 1 FIRE HYDRANT.THE MAX.DISTANCE FROM ANY POINT
ON STREET OR ROAD FRONTAGE TO A HYDRANT IS 250FT. FIRE HYDRANT LOCATION:WHERE A PORTION OF
OF THE FACILITY OR BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION
IS MORE THAN 400 FT FROM A HYDRANT ON A FRE APPARATUS ACCESS ROAD, AS MEASURE BY AN APROVED
ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILDING, ONSITE FIRE HYDRANT AND MAINS SHALL BE
PROVIDED WHERE REQUIRED BY THE FIRE CHEF,
GENERAL NOTE
FIRE ACCESS: THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY
WITH THE REQUIREMENTS OF THIS SECTION AND SHALL EXTEND TO
WITHIN 150FT OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS
OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS
MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE
BUILDING.
BUILDING COVERAGE CALCULATION:
MAX COVERAGE: 45%(9,375)=4,218.75 SQ.FT+5%
FIRST FLOOR & GARAGE&ADU:3,047 SQ.FT
PORCH: 381 SQ.FT
SECOND FLOOR OVERHANG:0 SQ.FT
EAVES OVER HANG:486 SQ.FT
SETBACK REQUIREMENT:
SETBACKS
REQUIRED
1ST FLOOR
FRONT
REAR
RIGHT
LEFT
20'-0"
20'-0"
15' COMBINE
NO LESS 5'
PROPOSED
1ST FLOOR
21'-93
4"
50'-01
2"
9'-1 1
2"
9'-6 1
4"
REQUIRED
2ND FLOOR
25'-0"
25'-0"
25' COMBINE
NO LESS 10'
PROPOSED
2ND FLOOR
30'-01
2"
59'-21
2"
26'-01
2"
15'-41
2 "
LOWER ELEV POINT AT BUILDING EDGE:1 91 .05'
HIGHEST ELEV.POINT AT BUILDING EDGE: 1 91 .87'
AVERAGE FLOOR ELV.POINT:191.49'
PROPOSED COVERAGE:3,914 SQ.FT(41.7%)
CONSULTANT LIST
2016 CALIF. BUILDING CODE
2016 CALIF. RESIDENTIAL CODE
2016 CALIF. PLUMBING CODE
2016 CALIF. MECHANICAL CODE
2016 CALIF. ELECTRICAL CODE
2016 CALIF ENERGY CODE
2016 CALIF. GREEN BUILDING
STANDARD CODE
CUPERTINO MUNICIPAL CODE
PROPOSED TWO STORY HOUSEFOR MRS.XIA LIN10363 BRET AVE.CUPERTINO 95014SOIL ENGINEER
GARY HSU
CAPEX ENGINEERING
650.701-6681
25' COMBINE
NO LESS 10'
15' COMBINE
NO LESS 5'
PROPERTY OWNER: XIA LIN (408-898-8915)
13830 SARATOGA AVE
CA 95070
R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
N°
BRET AVENUE (60')
°
°°°9'-6 1
4"21'-934"9'-1 1
2"
ROOF OVERHANG
ROOF OVERHANG
1'-8"9'-0"9'-0"20'-4"50'-012"59'-212"26'-01
2"
SECOND FLOOR SET-BACK
15'-41
2 "
SECOND FLOOR SET-BACK
30'-012"SECOND FLOOR SET-BACKSECOND FLOOR SET-BACKPORCH
NEW 6' WOOD FENCE AT PROPERTY
LINE
NEW 6' WOOD FENCENEW 6' WOOD FENCE18'-0"20'-0"22'-914"52'-812"SECOND FLOOR BALCONY SET-BACKFRONT YARD IMPERVIOUS
AREA:637SQ.FT<40%(1755SQ.FT AREA).
GARAGE PAVING:465 sq.ft
FRONT WALK-WAY:172 SQ.FT
SECOND FLOOR
BALCONIES
28'-01
4" 30'-81
4"
SIDE SET-BACK SIDE SET-BACK
FRONT PORCH SET-BACK30°90°30°30°PLEASE REFERS TO L-1 FOR
COMPLETE PROPOSED SITE PLAN
30°
COVERED PATIO
PROPOSED RESIDENCE
FIRST FLOOR
2ND STORY
SCALE:1/8"=1'-0"
PROPOSED SITE PLAN
A2JACKSON & PARTNERSJACKSONPARTNER@GMAIL.COM
(650)861-2039PROPOSED TWO STORY HOUSEFOR MRS.XIA LIN10363 BRET AVE.CUPERTINO 95014R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
NAME:
SCALE:
FIRST FLOOR PLAN
1/4"=1'-0"
UP
40'-2"1'-0"6'-8"1'-6"12'-6"6'-6"5'-0" 12'-434"12'-0"12'-1 1
2"
2638 SF
Area
0'-8"3'-6"23'-014"16'-53
4"
3'-10"
1 5'-1 1 "
11'-2"21'-63
4"16'-5"15'-0"0'-6" 0'-6" 0'-6"6'-0"1'-8"7'-0"4'-11 1
4"6'-0"6'-0" 2'-6" 2'-6"
132 SF
Area
171 SF
Area
10'-0" 10'-0"
4'-51
2"
20'-0" 20'-0"3'-212" 3'-212"6'-01
2"8'-0"56'-41
4"2'-312"2'-414"8'-2"3'-1"14'-0" 5'-6"FAMILY
LIBRARY
LIVING ROOM
KITCHEN
10'
11'-8"
BEDROOM 1
BEDROOM 2
W.I
CLOSET
LAUNDRY
WET BAR
PANTRY
LIVING ROOM
2'-0"2'-0"
22'-41
4"
furnace
2 CAR GARAGE51'-734"DOUBLE SIDE
ELETRIC FIRE
PALCE
BATH 2
BATH 1 1A-82
A-8
2
A-8
1A-8SHARED
BATH
SCALE: AS SHOWN
FIRST FLOOR PLAN
A3JACKSON & PARTNERS
JACKSONPARTNER@GMAIL.COM
(650)861-2039PROPOSED TWO STORY HOUSEFOR MRS.XIA LIN10363 BRET AVE.CUPERTINO 95014R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
NAME:
SCALE:
SECOND FLOOR PLAN
1/4"=1'-0"
DN
1 1 72 SF
Area 15'-1"12'-53
4"12'-0"4'-1114"8'-0"5'-11 1
2 "
9'-0"6'-7"6'-7" 3'-0"9'-534"35'-9"9'-101
2"22'-4"3'-6"2'-23
4"
28'-1"
5'-6"14'-1134"30'-514"5'-334" MASTER
BEDROOMW.I
CLOSET
MASTER
BATH
BEDROOM 3 BEDROOM 4
BATH 4
BATH 3SHELVES WET BARSTORAGE
LANDING
BALCONIE
1A-82
A-81A-8wine
cooler
BEDROOM
ADU
BATH
ADU
KITCHEN
ADU
NAME:
SCALE:
FLOOR PLAN ADU
1/4"=1'-0"
8'-0" 5'-0" 12'-6" 11'-0"7'-0"408 SF
Area
9'-7"
23'-51
2"17'-412"EQEQ EQ EQ2'-0"4'-91
2" 4'-91
2"13'-9"78 SF
Area3A-84
A-8
4
A-8
3A-8FLOOR AREA RATIO DIAGRAM CALCULATION:
MAX F.AR:45%(9,375)=4,218.75
A.
B.
C.
D.
E.
F.
21'-63
4" x 40'-1 3
4"
11" x 18'-73
4"
16'-31
2" x 28'-0"
866 S.F
15 S.F
456 S.F
13'-6" x 22'-53
4" 304 S.F
2 0'-6"x21 '-0" 431 S.F
18'-6"x30'-73
4" 567 S.F
GARAGE
FIRST FLOOR
SECOND FLOOR
H. 33'-7"x 35'-9" 1022 S.F
I. 28'-1"x5'-33
4" 149 S.F
NAME:
SCALE:
FIRST FLOOR AREA DIAGRAM
1/8"=1'-0"
NAME:
SCALE:
SECOND FLOOR AREA DIAGRAM
1/8"=1'-0"
866 SF
A
132 SF
K
171 SF
J
408 SF
G
78 SF
L
567 SF
F
304 SF
D
15 SF
B
456 SF
C
NAME:
SCALE:
ADU FLOOR AREA DIAGRAM
1/8"=1'-0"
1022 SF
H
109 SF
2ND STORY
PORCH
149 SF
I
431 SF
E
TOTAL 1RST LIVING AREA 2208 S.F
GARAGE AREA: 431 S.F
TOTAL 2ND FLOOR LIVING AREA: 1 1 71 S.F
G. ADU S.F23'-51
2"x17'-41
2" 408 S.F
J. 22'-41
4"x7'-8" 171 S.F
K. 19'-9"x6'-8" 132 S.F
L. 4'-6"x17'-41
2" 78 S.F
PORCH
PORCH
PORCH
TOTAL PORCH AREA: 381S.F
MAX COVERAGE:45%(9,375)=4,218.75+5%(9,375)=4687.5
TOTAL F.A.R:4218
9375 =44.92%
TOTAL COVERAGE:3914
9375=41.7%
ROOF-OVERHANG: 486S.F
SCALE: AS SHOWN
SECOND FLOOR PLAN &
A4JACKSON & PARTNERS
JACKSONPARTNER@GMAIL.COM
(650)861-2039ADU FLOOR PLAN
& F.A.R PLANPROPOSED TWO STORY HOUSEFOR MRS.XIA LIN10363 BRET AVE.CUPERTINO 95014R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
NAME:
SCALE:
SOUTH ELEVATION
1/4"=1'-0"
(E)N.G192'3'-0"5'-6"6'-0"6'-0"FNISHED FLOOR
193.66'
Level 2
204.66'
ENTRY CEILING
205.16'
2ND CEILING
214.66'
1RST CEILING
203.66'
T.O.P OF RIDGE
220.53'27'-512" MEASURED FROM FINISHED GRADE 192' TO HIGHEST POINT OF THE HOUSENAME:
SCALE:
NORTH ELEVATION
1/4"=1'-0"
(E)N.G192'6'-0"6'-0"FNISHED FLOOR
193.66'
Level 2
204.66'
ENTRY CEILING
205.16'
2ND CEILING
214.66'
1RST CEILING
203.66'
T.O.P OF RIDGE
220.53'27'-512" MEASURED FROM FINISHED GRADE 192' TO HIGHEST POINT OF THE HOUSESCALE: 1/4"=1'-0"
NORTH SOUTH
A5
ELEVATIONJACKSON & PARTNERSJACKSONPARTNER@GMAIL.COM
(650)861-2039PROPOSED TWO STORY HOUSEFOR MRS.XIA LIN10363 BRET AVE.CUPERTINO 95014R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
FNISHED FLOOR
193.66'
Level 2
204.66'
ENTRY CEILING
205.16'
2ND CEILING
214.66'
1RST CEILING
203.66'
T.O.P OR RIDGE
220.53'25°9'-6 1
4"25°9'-1 1
2"
8
27'-4" MEASURED FROM FINISH GRADE 192.1' TO THE HIGHEST POINT OF THE HOUSE(E)N.G192.1' 13'-8" ENTRY FEATURE FROM GRADE4'-0"6'-0"10'-0"11'-6"4'-0"4'-0"10'-0" FROM NATURAL GRADE15'-41
2"26'-01
2"14'-914"9'-0"10'-0"11'-6"GFF.192.46'
NAME:
SCALE:
EAST ELEVATION
1/4"=1'-0"5'-0"3'-6"4'-0"25°9'-61
4"25°9'-1 1
2"10'-0"10'-0" FROM NATURAL GRADE14'-914"9'-0"10'-0"FNISHED FLOOR
193.66'
Level 2
204.66'
ENTRY CEILING
205.16'
2ND CEILING
214.66'
1RST CEILING
203.66'
T.O.P OF RIDGE
220.53'
(E)N.G191.7'27'-834" MEASURED FROM FINISHED GRADE(191.7') TO HIGHEST POINT OF THE HOUSEELEVATION NOTES:
1
2
3
4
STRIP STONE VENEER 2'-0" TALL COLOR AND TYPE PER OWNER
STONE VENEER COLOR AND TYPE PER OWNER CHOICE.
7/8 " THICK MIN, 3 COAT CEMENT PLASTER FINISH w/PAPER
BACKED WIRE MESH 2-LAYERS GRADE d
CLASS 'A' FLAT CONCRETE TILE BY 'BORAL ROOFING MIN 30# FELT
SIZE 17X13 9.1 PSF
5 UNDER-FLOOR VENT
6 WOOD TRIM @ EAVE w/GUTTER 26 GA. GALV.METAL CAP
7 GUARD RAIL 42" HIGH W.I
8 GARAGE DOOR:STEEL CARRIAGE SECTIONAL, SEE OWNER
9 ENTRY DOOR: STEEL
10 WINDOWS TYPICAL:
MILGARD VINYL
12 CONCRETE LANDING AND STEP
1 3 HOUSE NUMBER:SHALL CONTRAST WITH THEIR BACKGROUND,
MINIMUM 4" HIGH WITH 1
2" STRIKE
11 DOOR TYPICAL:
MILGARD VINYL
14 TRIM @ WINDOWS & DOORS 4" STUCCO o/FOAM TRIM(FRONT ELEVATION)
15 WINDOW SHUTTER
16 STONE WINDOW SILL
SCALE: 1/4"=1'-0"
WEAST/EAST
A6
ELEVATIONJACKSON & PARTNERSJACKSONPARTNER@GMAIL.COM
(650)861-2039PROPOSED TWO STORY HOUSEFOR MRS.XIA LIN10363 BRET AVE.CUPERTINO 95014R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
NAME:
SCALE:
NORTH ELEVATION
1/4"=1'-0"
NAME:
SCALE:
EAST ELEVATION
1/4"=1'-0"
NAME:
SCALE:
WEST ELEVATION
1/4"=1'-0"
NAME:
SCALE:
SOUTH ELEVATION
1/4"=1'-0"
PLATE HEIGHT
202.16'
(E)N.G191.5'(E)N.G191.5'
(E)N.G191.5'
(E)N.G191.5'
193.16'9'-0"PLAT HEIGHT
202.16'
F.F
193.16'
202.16'
193.16'
PLATE HEIGHT
202.16'
193.16'
TOP OF ADU
205.74'12'-7"TOP ADU
205.74'
TOP ADU
205.74'
205.74' 2'-0"3'-0"3'-0"PLAT HEIGHT
F.F
TOP ADU
F.F14'-312" measured from finished grade10'-8"14'-312" measured from finished grade10'-8" 14'-312" measured from finished grade10'-8"14'-312" measured from finished grade10'-8"NAME:
SCALE:
STREET VIEW
1/8"=1'-0"
SCALE: 1/4"=1'-0"
ELEVATION ADU
A7JACKSON & PARTNERSJACKSONPARTNER@GMAIL.COM
(650)861-2039PROPOSED TWO STORY HOUSEFOR MRS.XIA LIN10363 BRET AVE.CUPERTINO 95014R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
NAME:
SCALE:
ROOF PLAN
1/4"=1'-0"
PL.HI.9'-0"PL.HI.9'-0"
PL.HI.9'-0" PL.HI.9'-0"PL.HI.9'-0" PL.HI.9'-0"H
I
PHIPHIPVALLEYHIPH
I
PVALLEY VALLEYHIPHIPHIPHIPHIPHIPHIPHIPVALLEYVALLEYVALLEYVALLEY4:12 TYP. U.N.O
4:12 TYP. U.N.O
4:12 TYP. U.N.O
4:12 TYP. U.N.O
4:12 TYP. U.N.O RIDGERIDGERIDGERIDGERIDGEHIPHIPHIP
RIDGE1'-6"1'-8"
1'-8"
RIDGEHIP
HIPHIPHIP4:12 TYP. U.N.O
NAME:
SCALE:
ROOF PLAN ADU
1/4"=1'-0"1'-8"SCALE: 1/4"=1'-0"
ROOF PLAN
A8JACKSON & PARTNERSJACKSONPARTNER@GMAIL.COM
(650)861-2039PROPOSED TWO STORY HOUSEFOR MRS.XIA LIN10363 BRET AVE.CUPERTINO 95014R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
NAME:
SCALE:
SECTION CUT 1
1/4"=1'-0"10'-0"BATH1 LAUDNRY HALL-WAY GARAGE
MASTER-BATH STORAGE BEDROOM 3
ATTIC SPACE
SEE STRUCTURAL DRAWING
FOR ADDITIONAL FLOOR
FRAMING AND FOUNDATION
DETAILS 9'-0"BALCONIE
12'-0"10'-514"10'-0"LIVING ROOM
SHARED BATH
PANTRYLAUNDRY BEDROOM 2
BATH 3 CLOSET BATH 4 STAIR
NAME:
SCALE:
SECTION CUT 2
1/4"=1'-0"
ATTIC
ATTIC
NAME:
SCALE:
SECTION CUT 3
1/4"=1'-0"
KITCHEN ADU
BEDROOM ADU
NAME:
SCALE:
SECTION CUT 4
1/4"=1'-0"
(E)N.G192'
PLATE HEIGHT
202.16'
193.16'
TOP OF ADU
205.74'
F.F9'-0"(E)N.G192'
PLATE HEIGHT
202.16'
193.16'
TOP OF ADU
205.74'
F.F9'-0"12'-714"3'-2"4'-814"11'-6"(E)N.G191.5'
FNISHED FLOOR
193.16'
Level 2
204.16'
ENTRY CEILING
204.66'
2ND CEILING
2 1 4.1 6'
1RST CEILING
203.16'
T.O.P OF RIDGE
220.53'
(E)N.G192.1'
GFF.192.46'
FNISHED FLOOR
193.66'
Level 2
204.66'
ENTRY CEILING
205.16'
2ND CEILING
214.66'
1RST CEILING
203.66'
T.O.P OF RIDGE
220.53'
SCALE: 3/16"=1'-0"
SECTION CUT
A9JACKSON & PARTNERSJACKSONPARTNER@GMAIL.COM
(650)861-2039PROPOSED TWO STORY HOUSEFOR MRS.XIA LIN10363 BRET AVE.CUPERTINO 95014R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
BASIS OF BEARINGS:
SITE BENCHMARK:
REFERENCES:
NOTES:
ABBREVIATION
LEGEND
SITE DATA:10363 BRET AVENUECUPERTINO, CATOPOGRAPHIC& BOUNDARYSURVEYSANTA CLARA COUNTYDATE:
SHEET NO.
SCALE:
DRAWN BY:
DESIGNED BY:RW ENGINEERING, INC.DATE BYREVISION NO. OF SHEETS APN: 375-10-023 C-1
$4'6 #8'07'
R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
EARTHWORK TABLE
LEGEND
ABBREVIATION
CITY OF CUPERTINO GENERAL NOTES:GRADING NOTES: GRADING ANDDRAINAGE PLANTYPICAL GRADING AROUND FOUNDATION
$4'6 #8'07' 10363 BRET AVENUECUPERTINO, CASANTA CLARA COUNTYDATE:
SHEET NO.
SCALE:
DRAWN BY:
DESIGNED BY:RW ENGINEERING, INC.DATE BYREVISION NO. OF SHEETS APN: 375-10-023 C-2
CITY OF CUPERTINO SPECIAL NOTES:
R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
HYDROSEEDING:
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
ADDITONAL NOTES:
LEGEND
EROSION CONTROLPLAN(TO BE MAINTAINED)
STABILIZED CONSTRUCTION ENTRANCE
$4'6 #8'07' 10363 BRET AVENUECUPERTINO, CASANTA CLARA COUNTYDATE:
SHEET NO.
SCALE:
DRAWN BY:
DESIGNED BY:RW ENGINEERING, INC.DATE BYREVISION NO. OF SHEETS APN: 375-10-023 C-3
R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
1/6/2020
R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich
R-2019-027,
RM-2019-018
02/20/20
Lauren Ninkovich