approved plans R-2018-01.pdfPROPOSED
1ST STORY ADDITION
(618 SQ.FT.)
EXISTING 1ST STORY
(1,341 SQ.FT.)
PROPOSED
2ND STORY
ADDITION
(35 SQ.FT.)
EXISTING
GARAGE
(457 SQ.FT.)
PROPOSED
COVERED
PORCH
ADDITION
(30 SQ.FT.)
EXISTING 2ND
STORY
(790 SQ.FT.)
11' - 1" 8' - 3" 13' - 1 1/2"3' - 8"17' - 4"3' - 3"10' - 8" EXISTING 1ST STORY
(1,341 SQ.FT.)
EXISTING
GARAGE
(457 SQ.FT.)21' - 11" 25' - 8" 51' - 8 5/8"
20' - 10"26' - 1"EXISTING 2ND
STORY
(790 SQ.FT.)26' - 2 1/4"31' - 6"10' - 8"15' - 6 1/4" 28' - 3" 3' - 3"
& AND
ANGLE
@ AT
< CENTERLINE
~ DIAMETER OR NUMBER
# POUND OR NUMBER
(E) EXISTING
ACCT ACCOUSTICAL
AD AREA DRAIN
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
AGGR AGGREGATE
AL ALUMINUM
ANNLD ANNEALED
APPR APPROXIMATE
ASB ASBESTOS
ASPH ASPHALT
ASS'Y ASSEMBLY
BD BOARD
BITUM BITUMINOUS
BLDG BUILDING
BLK BLOCK
BLL'G BLOCKING
BM BEAM
BOT BOTTOM
CAB CABINET
CB CATCH BASIN
CEM CEMENT
CER ERAMIC
CI CAST IRON
CG CORNER GUARD
CLG CEILING
CLK'G CAULKING
CLO CLOSET
CLR CLEAR
CO CASED OPENING
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCTION
CONT CONTINOUS
CORR CORRIDOR
CTSK COUNTERSUNK
CNTR COUNTER
CTR CENTER
DBL DOUBLE
DEPT DEPARTMENT
DF DRINKING FOUNTAIN
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DISP DISPENSER
DN DOWN
DO DOOR OPENING
DR DOOR
DWR DRAWER
DS DOWNSPOUT
DSP DRY STANDPIPE
DWG DRAWING
FA FIRE ALARM
FB FLAT BAR
FLR DRN FLOOR DRAIN
FD FIRE DAMPER
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CAB
FIN FINISH
FLR FLOOR
FLASH FLASHING
FLUOR FLUORESCENT
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOS FACE OF STUD
FP FIREPROOF
FS FULL SIZE
FT FOOT or FEET
FTG FOOTING
FURR FURRING
FUT FUTURE
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GL GLASS
GND GROUND
GYP GYPSUM
HB HOSE BIBB
HC HOLLOW CORE
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
ID INSIDE DIAMETER (DIM)
INSUL INSULATION
INT INTERIOR
JAN JANITOR
JT JOINT
KIT KITCHEN
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LKR LOCKER
LL LEAD LINED
LT LIGHT
PROST PRECAST
PL PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLYWD PLYWOOD
PR PAIR
PT POINT
PTD PAPER TOWEL DISPENSER
PTD/R COMBINATION PAPER TPWER
DISPENSER & RECEPTACLE
PTN PARTITION
PTR PAPER TOWEL RECEPTACLE
QT QUARRY TILE
R RISER
RAD RADIUS
RD ROOF DRAIN
REFR REFERENCE
REF REFRIGERATOR
RGTR REGISTER
REINF REINFORCED
REQ'D REQUIRED
RB RESILIENT BASE
RM ROOM
RO ROUGH OPENING
RWD REDWOOD
RWL RAIN WATER LEADER
S SOUTH
SC SOLID CORE
SCD SEAT COVER DISPENSER
SCHED SCHEDULE
SD SMOKE DETECTOR
SECT SECTION
SFD SMOKE / FIRE DAMPER
SH SHELF
SHR SHOWER
E EAST
EA EACH
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
EMER EMERGENCY
ENCL ENCLOSURE
EP ELECTRICAL PANELBOARD
EQ EQUAL
EQP EQUIPMENT
EWC ELECTRIC WATER COOLER
(E) EXISTING
EXPO EXPOSED
EXP EXPANSION
EXT EXTERIOR
SHT SHEET
SMS SHEET METAL SCREW
SND SANITARY NAPKIN DISPENSER
SNR SANITARY NAPKIN RECEPTACLE
SQ SQUARE
SS STAINLESS STEEL
SSK SERVICE SINK
STA STATION
STD STANDARD
STL STEEL
STO STORAGE
STRL STRUCTURAL
SUSP SUSPENDED
SYM SYMMETRICAL
T TREAD
TB TOWEL BAR
TC TOP OF CURB
TEL TELEPHONE
TER TERRAZZO
T&G TONGUE AND GROOVE
THK THICK
TP TOP OF PAVEMENT
TPD TOILET PAPER DISPENSER
TS TUBE STEEL
TW TOP OF WALL
TYP TYPICAL
UNF UNFINISHED
UNO UNLESS OTHERWISE NOTE
UR URINAL
VERT VERTICAL
VEST VESTIBULE
W WEST
W/ WITH
WC WATER CLOSET
WD WOOD
W/O WITHOUT
WP WATERPROOF
WSCT WAINSCOT
WSP WET STANDPIPE
WT WEIGHT
MAX MAXIMUM
MC MEDICINE CABINET
MECH MECHANICAL
MEMB MEMBRANE
MTL METAL
MFGR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MUL MULLION
(N) NEW
NIC NOT IN CONTRACT
No or # NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OA OVERALL
O/ OVER
OC ON CENTER
OD OUTSIDE MIAMETER (DIM)
OFF OFFICE
OPN'G OPENING
OPP OPPOSITE
OF SHEETS
REVISIONS:
SHEET TITLE:
DRAWN: CHECKED:
SCALE:
JOB NO.:
DATE:
SHEET:
1
ARCHITECTURAL
ENGINEERING
CONSTRUCTION
P.O. BOX 53892
SAN JOSE, CA 95153
TEL: 408 228-7526
FAX: 408 229-1688
ENGINEERING
CONSULTING
02/01/18
PC COMMET
FL CPT
As indicated
A 0.0PROPOSED REMODELING AT21381 MILFORD DR.,CUPERTINO, CA 95014APN: 326-41-103TITLE SHEET
01/12/2018
1. THESE DRAWINGS WERE PREPARED IN ACCORDANCE WITH THE 2013 CALIFORNIA RESIDENTIAL CODE
(CRC) & ALL APPLICABLE LOCAL CODES AND LEGISLATION ADOPTED BY THE CITY.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTORS AND SUBCONTRACTORS TO CHECK AND VERIFY ALL
DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS AND MAKE KNOWN ANY
DISCREPANCIES PRIOR TO COMMENCING THEIR WORKS.
3. THESE DRAWINGS ARE INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND,
THEREFORE, MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIAL AND / OR MANUFACTURERS. THE
CONTRACTORS SHALL PROVIDE ALL SAMPLES AND OR SPECIFICATION SHEETS AS REQUIRED TO
ASSIST OWNERS OR THEIR AGENT IN MAKING MATERIAL SELECTIONS. FOR THE PURPOSE OF
ESTIMATING, THE CONTRACTORS SHALL USE THE MATERIALS SELECTED BY THE OWNERS, OR IN
ABSENCE OF SAME, THEY SHALL PROVIDE AN ALLOWANCE AMOUNT WITH CONDITION OF ANY COST
ESTIMATE. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH ESTIMATE.
4. NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THE ARCHITECTURAL
DOCUMENT, AND THE CONTRACTORS SHALL ASSUME FULL RESPONSIBILITY FOR ANY OR ALL
CONSTRUCTION DEFICIENCIES.
5. THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE DESIGNER FROM
ANY ACTION INITIATED BY THE INITIAL OWNER OR ANY SUBSEQUENT OWNERS FOR CONSTRUCTION
DEFICIENCIES, MODIFICATIONS OR SUCH CONDITIONS WHICH MAY BE BEYOND THE CONTROL OF
DESIGNER.
6. THE CONTRACTORS SHALL REVIEW AND RECORD THE CONDITIONS OF ALL EXISTING SITE
IMPROVEMENTS INCLUDING PAVED AREAS. THEY SHALL MAKE KNOWN ALL EXISTING DAMAGED OR
DISREPAIRED ITEMS AND CONDITIONS THAT MAY WORSEN DUE TO THE CONSTRUCTION. ALL ITEMS IN
GOOD CONDITION SHALL BE MAINTAIN IN THEIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE
WHICH OCCURS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS.
7. CONTRACTORS SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY THEMSELVES AS OF THE
CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE CONTRACTORS SHALL VERIFY AT
THE SITE ALL MEASUREMENTS AFFECTING THEIR WORK AND SHALL BE RESPONSIBLE FOR THE
CORRECTNESS OF SAME. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTORS FOR
THE EXPENSES DUE TO THEIR NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH
MAY AFFECT THEIR WORK.
8. ALL NEW INTERIOR PAINT COLOR, FLOOR, WALLS AND CEILING FINISHES SHALL BE SELECTED BY
OWNER AT THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION OF THE PROJECT.
9. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY
STANDARDS. THE STORING OF GOODS AND MATERIALS ON SIDEWALK AND / OR STREET WALL NOT BE
ALLOWED UNLESS THE CONTRACTOR HAS APPLIED AND SECURED A SPECIAL PERMIT WHICH ALLOWS
SUCH STORAGE TO BE PLACED.
GENERAL NOTES
VICINITY MAP
SCOPE OF WORK
1. CONSTRUCTION SITE SHALL BE ENCLOSED BY 6' OPAQUE FENCE AT ALL TIMES DURING CONSTRUCTION.
2. NO CONSTRUCTION MATERIAL, EQUIPMENT, PORTABLE TOILETS, TRASH CONTAINERS, OR DEBRIS SHALL BE PLACED IN THE
PUBLIC RIGHT-OF-WAY.
3. A TRASH CONTAINER SHALL BE MAINTAINED ON SITE AT ALL TIMES AND DEBRIS ON SITE WHICH COULD OTHERWISE BLOW AWAY,
SHALL BE REGULARLY COLLECTED AND PLACED IN CONTAINER.
4. ALL CONSTRUCTION DEBRIS (WOOD SCRAPS AND OTHER DEBRIS, WHICH CANNOT BLOW AWAY) SHALL BE PILED WITHIN THE
PROPERTY LINES OF THE PROJECT IN A NEAT AND SAFE MANNER.
5. THE PROJECT SHALL HAVE A SIGNAGE VIEWABLE FROM THE PUBLIC STREET THAT INDICATES THE HOURS OF CONSTRUCTION
AS: MON- FRI FROM 7:30 AM TO 6 PM, SATURDAYS FROM 9AM TO 5 PM.
1. THIS PROJECT IS TO ADD A TOTAL OF 696 SQ.FT. TO AN EXISTING 2,131 SQ.FT. TWO STORY SINGLE FAMILY DWELLING(NOT INCLUDING
GARAGE OF 457 SQ.FT.) WITH NEW COVERED PORCH. AND REMODEL EXISITING 1,528 SQ.FT.
OWNER :
PROJECT ADDRESS :
ASSESSOR'S PARCEL NUMBER(A.P.N.):
OCCUPANCY GROUP :
CONSTRUCTION TYPE :
BUILDING ZONE :
LAND USE:
GENERAL PLAN:
EXISTING USE:
PROPOSED USE:
AVERAGE SLOPE OF LOT:
AGE OF RESIDENCE:
SITE AREA:
EXISTING 1ST FLOOR AREA:
EXISTING 2ND FLOOR AREA:
TOTOAL EXISTING FLOOR AREA:
PROPOSED 1ST FLOOR AREA:
PROPOSED CEILING OVER 16'-0" HEIGHT:
RESERVE FUTURE GARAGE UPGRADE:
PROPOSED 2ND FLOOR AREA:
TOTAL PROPOSED FLOOR AREA:
TOTAL BUILDING AREA:
PERCENTAGE OF ADDITION:
FLOOR AREA RATIO (F.A.R):
ALLOWABLE FAR :
EXISTING GARAGE:
LOT COVERAGE:
EXISTING
PROPOSED
IMPERVIOUS PAVING / DRIVEWAY:
TOTAL IMPERVIOUS AREA:
BUILDING HEIGHT:
NUMBER OF STORIES:
1ST AND 2ND FLOOR RATIO
PROPOSED BLDG. SET BACK:
APPLICABLE BUILDING CODE:
NOTES
PROPOSED RENOVATION
FOR
21381 MILFORD DR.,
CUPERTINO, CA 95014
NORTH
JOHN CHEN & IMELDA BAMBANG
21381 MILFORD DR., CUPERTINO, CA 95014
326-41-103
R-3/U1
V-B
R1-7.5
RES LOW 1-5
LOW DENSITY RESIDENTIAL
SINGLE FAMILY RESIDENTIAL
SINGLE FAMILY RESIDENTIAL
EXISTING
ORIGINAL BUILDING WAS BUILT IN 1968
7,504 SQ.FT. (GROSS/NET)
1,341 SQ.FT. + 457 SQ.FT.(GARAGE) = 1,798 SQ.FT.
790 SQ.FT.
1,798+790 = 2,588 SQ.FT. (INCLUDING GARAGE)
618 SQ.FT.(1ST FLOOR) + 30 SQ.FT.(COVERED PORCH) = 648 SQ.FT. (NEW ADDITION)
53 SQ.FT. (NEW ADDITION CEILING AREA) DOUBLE COUNT
4 SQ.FT. (FUTURE GARAGE UPGRADE)
35 SQ.FT. (NEW ADDITION)
648+53+4+35 = 740 SQ.FT.
2,588 SQ.FT.(EXISTING) + 740 SQ.FT.(NEW ADDITION) = 3,328 SQ.FT.
656 / 2,588 = 25.3% < 50%
7,504 SQ.FT. x 0.45 = 3,377 SQ.FT.
3,328 / 7,504 = 44.3% < 45% OK
457 SQ.FT.
24.0% (1,798 / 7,504)
32.1 % ((1,759+648)/7,504)
458 SQ.FT.
22'-4" FT EXISTING
TWO
825 SQ.FT.(2ND FLOOR) / 2,446 SQ.FT(1ST FLOOR) = 0.337
PROJECT DATA
PLAN CHECK SUBMITTAL ACLARA ENGINEERING CONSULTANT
ENGINEER: CLARA TING
P.O. BOX 53892
SAN JOSE, CA 95153
TEL: (408)228-7526
ABBREVIATIONS
AREA CALCULATION
DRAWING INDEX
PROJECT LOCATION
A 0.0 TITLE SHEET
A 1.0 SITE PLAN
A 2.0 EXISTING AND PROPOSED 1ST FLOOR
A 2.1 EXISTING/ PROPOSED 2ND FLOOR AND STREET VIEW
A 3.0 PROPOSED ELEVATIONS
A 3.1 SECTIONS
A 4.0 ROOF PLAN (NEW & EXISTING)
A 5.0 DETAILS
A 6.0 CUPERTINO CONSTRUCTION BEST MANAGEMENT PRACTICES
GB-1 GREEN BUILDING CHECKLIST
SU-1 TOPOGRAPHIC & BOUNDARY SURVEY
1. SUBMIT PLANS FOR FINAL ARCHITECTURAL REVIEW TO THE PLANNING DIVISION AND OBTAIN
ARCHITECTURAL APPROVAL PRIOR TO ISSUANCE OF BUILDING PERMITS. SAID PLANS TO INCLUDE, BUT
NOT BE LIMITED TO: SITE PLANS, FLOOR PLANS, ELEVATIONS, LANDSCAPING, LIGHTING AND SIGNAGE.
2. EXTERIOR LIGHTING ON ALL THE ENTRANCES ON THE FIRST FLOOR SHALL BE SHIELDED TO DIRECT
LIGHT TO THE GROUND AND PROTECT THE NEIGHBORING PROPERTIES FROM EXCESSIVE GLARE.
3. DEVELOPER IS RESPONSIBLE FOR COLLECTION AND PICK-UP OF ALL TRASH AND DEBRIS ON-SITE AND
ADJACENT PUBLIC RIGHT-OF-WAY.
4. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE HOURS OF 7:00 A.M. TO 6:00 P.M. WEEKDAYS AND
9:00 A.M. TO 6:00 P.M. SATURDAYS FOR PROJECTS WITHIN 300 FEET OF A RESIDENTIAL USE AND SHALL
NOT BE ALLOWED ON RECOGNIZED STATE AND FEDERAL HOLIDAYS.
5. INCORPORATE BEST MANAGEMENT PRACTICES (BMPS) INTO CONSTRUCTION PLANS AND
INCORPORATE POST CONSTRUCTION WATER RUNOFF MEASURES INTO PROJECT PLANS IN
ACCORDANCE WITH THE CITY'S URBAN RUNOFF POLLUTION PREVENTION PROGRAM STANDARDS
PRIOR TO THE ISSUANCE OF PERMITS, INCLUDING THE DISCONNECTION OF ROOF DOWNSPOUTS TO
DRAIN OVER LANDSCAPED YARDS ON SITE.
6. LANDSCAPING INSTALLATION SHALL MEET CITY WATER CONSERVATION CRITERIA IN A MANNER
ACCEPTABLE TO THE DIRECTOR OF PLANNING AND INSPECTION. NEW LANDSCAPE AREAS OF 500
SQUARE FEET OR/MORE OR REHABILITATED LANDSCAPE AREAS OF 2,500 SQUARE FEET OR MORE
SHALL CONFORM TO THE CALIFORNIA DEPARTMENT OF WATER RESOURCES WATER EFFICIENT
LANDSCAPE ORDINANCE.
CONDITIONS OF APPROVAL
PROPOSED 2ND FLOOR
EXISTING 1ST FLOOR
1/12/2018 BUILDING PERMIT & BID
LOT SIZE 7,504 SQ.FT.
LIVING AREA
(E)1ST FLOOR 1,341 SQ.FT.
(E)2ND FLOOR 790 SQ.FT.
(N)1ST FLOOR ADDITION 618 SQ.FT.
(N)2ND FLOOR ADDITION 35 SQ.FT.
TOTAL LIVING AREA 2,784 SQ.FT.
(E)GARAGE 457 SQ.FT.
(N)COVERED PORCH 30 SQ.FT.
LOT COVERAGE: 32.6%
1,341+618+457+30 = 2,446
2,446/ 7,504 = 0.326
TOTAL ADDITION:
618+35+30 = 683 SQ.FT.
EXISTING
20'-2"
39'-4"
12'-4"
6'-0"
FRONT
REAR
L. SIDE
R. SIDE
PROPOSED
20'-2"
39'-4"
12'-4"
6'-0"
EXISTING
41'-7"
39'-4"
12'-4"
26'-2"
PROPOSED
41'-7"
39'-4"
12'-4"(E)
26'-2"
2016 CBC, CMC, CPC, CFC, CEC, CRC, T-24 PART 2-5, 2016 CALIFORNIA ENERGY STANDARD,&
CITY OF SANTA CLARA ORDINANCES. ANY OTHER APPLICABLE LOCAL & STATE LAWS &
REGULATIONS
SETBACK 1ST FLOOR 2ND FLOOR
PROPOSED 1ST FLOOR
EXISTING 2ND FLOOR
02/01/2018 RESPONSE TO PC 1
1
R-2018-01
03/13/18
Ellen Yau
FUR.20' - 2 1/2"10' - 9"REAR SETBACK25' - 0"SETBACK
5' - 0"
PROPERTY LINE 70.00'
PROPERTY LINE 70.00'PROPERTY LINE 107.20'PROPERTY LINE 107.20'MILFORD DR.
NORTH
PROPOSED
1ST STORY ADDITION
(618 SQ.FT.)
EXISTING TWO STORY
SINGLE FAMILY DWELLING
(1ST FLOOR 1,301 SQ.FT.)
(2ND FLOOR 790 SQ.FT.)
PROPOSED
2ND STORY
ADDITION
(E) DRIVEWAY
TO BEREMAINEDSIDEWALK
GRAVEL GRAVEL
SIDEWALK
GRAVEL
6' WOOD
FENCE
WALKWAY
WALKWAY
VEGETATION
FRONT YARD N)WALKWAY
BACK YARD
EXISTING GARAGE
(457 SQ.FT.)
PROPOSED
COVERED PORCH
(30 SQ.FT.)
24"Ø
REDWOOD
(E) FENCE
TO BE
REMAINED
10"Ø
(E) FENCE
TO BE
REMAINED
2ND FLOOR SETBACK39' - 4 3/4"2ND FLOOR SETBACK
26' - 2"
2ND FLOOR SETBACK
12' - 4"
16"Ø
10"Ø
10"Ø
REDWOOD
18"Ø
10"Ø2ND FLOOR SETBACK41' - 7 1/2"6' - 0"
1' - 7"
3' - 0"
(N)WALKWAY
1' - 3 1/2"18' - 8 1/2" DECK
LANDING
WALKWAY
FIRE
PIT
CONC. PATIO
5' W.C.E
5' P.U.E. & 10' W.L.E.
1
SETBACK20' - 0"12' - 4"SETBACK25' - 0"SETBACK
5' - 0"
PROPERTY LINE 70.00'
PROPERTY LINE 70.00'PROPERTY LINE 107.20'PROPERTY LINE 107.20'MILFORD DR.
NORTH
EXISTING TWO STORY
SINGLE FAMILY DWELLING
DRIVEWAY
SIDEWALK
GRAVEL GRAVEL
SIDEWALK
GRAVEL
6' WOOD
FENCE W
AL
K
W
A
YWALKWAY
VEGETATION FRONT YARD
WALKWAY
BACK YARD
ENTRY
PORCH
PLANTER
DECK
LANDING
WALKWAY
FIRE
PIT
CONC. PATIO
WALKWAY
10' - 9"
6' - 0"
8"Ø JUNIPER
TREE TO BE
REMOVE
5' W.C.E
5' P.U.E. & 10' W.L.E.
1
OF SHEETS
REVISIONS:
SHEET TITLE:
DRAWN: CHECKED:
SCALE:
JOB NO.:
DATE:
SHEET:
1
ARCHITECTURAL
ENGINEERING
CONSTRUCTION
P.O. BOX 53892
SAN JOSE, CA 95153
TEL: 408 228-7526
FAX: 408 229-1688
ENGINEERING
CONSULTING
02/01/18
PC COMMET
FL CPT
1/8" = 1'-0"
A 1.0PROPOSED REMODELING AT21381 MILFORD DR.,CUPERTINO, CA 95014APN: 326-41-103SITE PLAN
01/12/2018
1/8" = 1'-0" 1 PROPOSED SITE PLAN
DRAINAGE NOTES:
1. 5% DRAINAGE AROUND/ AWAY FROM BUILDING FOR A MIN.
DISTANCE OF 10FT.
2. ALTERNATELY, SWALE w/ SLOPE OF 2% SHALL BE LOCATED
WITHIN OF BLDG FOUNDATION.
NOTES:
CONTRACTOR SHOULD VERIFY THE LOCATION OF CLEANOUT.
IF CLEANOUT IS LOCATED MORE THAN 5' AWAY FROM
PROPERTY LINE, CONTRACTOR SHOULD FOLLOW THE DETAILS
AS SHOWN ON A4.0 FOR NEW CLEANOUTS INSTALLATION
REQUIREMENT.
1
1/8" = 1'-0"2 EXISTING SITE PLAN
R-2018-01
03/13/18
Ellen Yau
WD WH
FUR.UPFUR.WH
UP
WD
(N)KITCHEN
(N)DINING (E)FAMILY RM
(N)STUDY (N)LAUNDER
(N)HALL
(N)PANTRY
(N)LIVING RM (E)GARAGE
(N)MASTER
(E)LIVING RM
(N)CLOSET
(N)TANKLESS
WATER HEATER
(N)GAS
FIREPLACE
CRAWL
SPACE
ACCESS
(N)POWDER
51' - 8"25' - 10 3/4"5' - 6 3/4" 11' - 11 1/2" 20' - 10" 11' - 0 3/4" 6' - 7 1/4" 14' - 9"21' - 10 3/4" 11' - 4 3/4" 14' - 3 1/2"4' - 9" 9' - 8 1/2"
4' - 5 1/2" 7' - 9 1/2"
10' - 7 1/2" 8' - 1 1/2"3' - 8 1/4" 3' - 4 1/2" 4' - 10 1/2"3' - 5"7' - 9"4' - 4"5' - 1"20' - 5 3/4" 3' - 9"6' - 9 3/4"3' - 8"7' - 10"
2
3
5
6
8
9
10
11
13
14
15
20
21
19
18
18
16
18
10
9
11
10
12 13
14
15
1
2
1 3
2 4
3
4 5
5
6
7
8
7
16
8
9
8
1
A 3.1
2
A 3.1
3
A 3.1
4
A 3.1
(N)M.BATH (N)WIC
UNDER
STAIR
STORAGE
25
19' - 10"
6"
AREA WITH CEILING
OVER 16' HEIGHT
(53 SQ.FT.)
REMAIN NON-
CONFORMING
RESERVE MIN. 20' x 20' FOR
FUTURE UPGRADE
ADD 4 SQ.FT TO F.A.R.
(2" x 20'-5 3/4" = 3.4 SQ.FT.)
1
1
FIREPLACE AND
CHIMNEY TO BE
REMOVED
BEDROOM
KITCHEN DINING
LIVING RM
FAMILY RM
POWDER
GARAGE
17' - 9 1/2" 20' - 2" 13' - 8 1/2"26' - 1 1/4"14' - 3 1/2"11' - 4 3/4" 21' - 10 3/4" 20' - 10"21' - 5 3/4" 3' - 11" 6' - 10" 21' - 8"
6"
- INDICATES EXISTING WALL
- INDICATES WALL TO DEMOLISHED
- INDICATES NEW WALL
- INDICATES WINDOW
LEGEND
- INDICATES TO DEMOLISHED
- INDICATES NEW
OF SHEETS
REVISIONS:
SHEET TITLE:
DRAWN: CHECKED:
SCALE:
JOB NO.:
DATE:
SHEET:
1
ARCHITECTURAL
ENGINEERING
CONSTRUCTION
P.O. BOX 53892
SAN JOSE, CA 95153
TEL: 408 228-7526
FAX: 408 229-1688
ENGINEERING
CONSULTING
02/01/18
PC COMMET
FL CPT
As indicated
A 2.0PROPOSED REMODELING AT21381 MILFORD DR.,CUPERTINO, CA 95014APN: 326-41-103EXISTING AND PROPOSED
1ST FLOOR
01/12/2018
1/4" = 1'-0"2 PROPOSED MAIN FLOOR
3/16" = 1'-0"3 EXISTING w/ DEMO
Door Schedule
Phase Mark Width Height Type Destination Comments
Existing 1 18' - 0" 8' - 0" Overhead-Section
al
(E)GARAGE
New 2 3' - 0" 7' - 0" Single-Decorative (N)LIVING RM
New 3 3' - 0" 7' - 0" Single (N)MASTER
New 4 2' - 4" 7' - 0" Single (N)WIC
New 5 2' - 4" 7' - 0" Single (N)M.BATH
New 7 2' - 8" 7' - 0" Single (N)HALL
New 8 2' - 8" 7' - 0" Single (N)HALL
New 9 2' - 6" 6' - 8" Single (N)KITCHEN
New 10 6' - 0" 6' - 8" Sliding-2 panel (N)DINING
New 11 10' - 0" 7' - 2" Sliding Four
Panel
(E)FAMILY RM
New 12 2' - 8" 6' - 8" Single (N)STUDY
New 13 3' - 0" 8' - 0" Single (N)LAUNDER
New 14 3' - 0" 7' - 0" Single (N)LAUNDER
Existing 15 2' - 6" 7' - 0" Single (E)GARAGE
New 16 2' - 6" 6' - 8" Pocket (N)HALL
New 17 7' - 2" 6' - 8" Sliding-Closet (E)BEDROOM 2
Existing 18 2' - 6" 6' - 8" Single (N)BEDROOM 3
New 19 9' - 8" 6' - 8" Sliding-Closet (N)BEDROOM 3
New 20 2' - 6" 6' - 8" Single (N)BATHROOM
Existing 21 2' - 6" 6' - 8" Single (E)BEDROOM 2
Existing 22 2' - 8" 6' - 8" Single (E)MASTER
New 23 2' - 8" 6' - 8" Pocket (N)W.I.C.
Existing 24 2' - 6" 6' - 8" Single (N)M.BATH
New 25 0' - 0" 0' - 0" Door-Opening (E)FAMILY RM
New 26 2' - 4" 7' - 0" Single (E)FAMILY RM
Window Schedule
Phase Mark Width Height Type Destination Comments
New 1 2' - 0" 5' - 0" Fixed (N)LIVING RM
New 2 4' - 0" 5' - 0" Fixed (N)LIVING RM
New 3 2' - 0" 5' - 0" Fixed (N)LIVING RM
New 4 6' - 0" 5' - 0" Fixed (N)MASTER
New 5 4' - 0" 2' - 0" Slider (N)M.BATH
New 6 8' - 0" 4' - 0" Slider with Trim (E)LIVING RM
New 7 1' - 6" 3' - 6" Fixed (N)KITCHEN
New 8 1' - 6" 3' - 6" Fixed (N)KITCHEN
New 9 6' - 0" 3' - 6" Slider with Trim (N)KITCHEN
Existing 10 6' - 0" 3' - 0" Slider with Trim (N)STUDY
Existing 11 8' - 0" 3' - 6" Slider Triple Pane (E)MASTER
New 12 5' - 0" 3' - 6" Slider with Trim (N)M.BATH
New 13 4' - 0" 2' - 0" Slider (N)M.BATH
New 14 4' - 0" 2' - 0" Slider (N)BATHROOM
Existing 15 6' - 0" 3' - 8" Slider Triple Pane (N)BEDROOM 3
New 16 6' - 0" 3' - 8" Slider Triple Pane (E)BEDROOM 2
New 17 2' - 0" 4' - 0" Fixed flower (N)HALL
8 ALL EXTERIOR WOOD DOORS SHALL BE SOLID CORE WITH WEATHER STRIP.
9 GARAGE CONSTRUCTION: (ONE HOUR RATED) 5/8" GYP. BD. TYPE "X" ON WALL, CEILING,
AND POSTS. FIRE RESISTANT CAULKING AT PENETRATIONS. (SEE FIRE SEPARATION
NOTS FOR MORE INFO.) FIRE SEPARATION WALL UP TO ROOF FRAMING, SEE FIRE
SEPARATION NOTES FOR INFORMATION.
10 PROVIDE 4" DRYER VENT, DRYER SHALL BE A LISTED & APPROVED PRODUCT TESTED BY
A RECOGNIZED TESTING AGENCY, IF THE VENT MORE THAN 14' LONG.
11 7.75" MAX. FOR IN-SWINGING DOORS & 1/2" MAX. FOR OUT-SWINGING DOORS FROM THE
TOP OF THE THRESHOLD TO THE LANDING AT THE EXTERIOR DOORS.
13 INSTALL TANKLESS WATER HEATER
14 EXHAUST DUCT TO ROOF OR THRU WALL. PER 510.5.2 OF 2013 CPC.
15 INSTALL MIN. OF 3'X3' EXTERIOR LANDING. (CRC R902) & MAXIMUM SLOPE OF ANY
LANDING SHALL NOT EXCEED 1/4" PER FOOT. (CRC R311.3)
16 LEVEL (E)FAMILY RM FLOOR WITH REST OF 1ST FLOOR.
17 PROVIDE AC CONDENSER UNITS SUPPORTED FROM THE GROUND SHALL REST ON A
CONCRETE OR OTHER APPROVED BASE EXTENDING NOT LESS THAN 3" ABOVE THE
GROUND LEVEL. CMC 1106.2.
18 VENTILATION @ LAUNDRY & WATER CLOSET ROOM TO COMPLY WITH 2016 CMC TABLE
402.1 & 504.6.
19 FURNACE COMBUSTION AIR TO COMPLY WITH CMC SECTION 701.1 FURNACE HAS A 94%
AFUE. (THE BUILDING INSPECTOR NEEDS TO VERIFY ON SITE). INDICATE THE AFUE
RATING NEAR THE ATTIC FURNACE.
20 R-15 INSULATION ON WALL OF UTILITY & LAUNDRY ROOMS.
21 T&P VALVE DRAIN LINE TO DISCHARGE TO THE EXTERIOR w/2% SLOPE.
25 1/2" GYPSUM BOARD ON THE ENCLOSED SIDE OF THE USEABLE SPACE UNDER INTERIOR
STAIR. PER CRC 302.7 & CBC 1011.7.3
3 PROVIDE 18"x24" UNDERFLOOR ACCESS
4 PROVIDE 20"x30" ATTIC ACCESS, MIN. 30" HEADROOM CLEARANCE.
5 SELF-CLOSING & SELF-LATCHING SOLID CORE DOOR 1-3/8" THICK WITH 20 MINUTES
RATED. (BY: CAL-DOOR CO. OR APPROVED EQUAL)
6 WATER HEATER & FURNACE SHOULD HAVE SEISMIC RESTRANT STRAP & ELEVATE PILOT
HEIGHTS 18" MIN. ABOVE FLOOR, COVER WITH SHEET METAL. PER CPC & CMC.
7 BATH TUB AND SHOWER NOTES:
0 ALL INTERIOR FINISH MATERIALS, KITCHEN EQUIPMENTS, PLUMBING FIXTURES AND ELEC.
FIXTURES SHALL BE SELECTED BY OWNERS. PROVIDE INTERCOM, SECURITY & VACUUM
AT OWNER'S OPTION.
1 EXTERIOR WALL & PLUMBING WALL: 2x6 @ 16"o.c., TYP.
2 KITCHEN NOTES:
FLOOR PLAN NOTES: #
A. PROVIDE A SMOOTH FINISHED WALL w/ NONABSORBENT
SURFACE UP TO 72" ABOVE THE DRAIN INLET
B. TEMPERED GLASS ENCLOSURE
C. PROVIDE FIBER-REINFORCED GYPSUM BACKERS (OR APPR.
EQ.)
D. ALL BATHTUB AND SHOWER SHOULD COMPLY WITH CRC R307.2
AND R702.4.2. TYP.
E. PROVIDE W/R GREEN GYP. BD. @AROUND SHOWER, TUBS PER
UBC CHAPTER 25
F. PROVIDE TEMPERED GLAZING WITHIN 60" FROM THE WET
SURFACE OF TUB/SHOWER
A. COOKTOP WITH EXHAUST AIR TO EXTERIOR WALL
B. HOME CENTER WITH UPPER CABINET AND LIGHT
C. DISH-WASHER, GARBAGE DISPOSAL, MICRO-WAVE, OVEN AND
OTHER EQUIPMENTS SHALL BE SELECTED BY OWNER BEFORE
CONSTRUCTION.
D. PROVIDE GFCI PROTECTED OUTLETS AT COUNTER TOP.
E. PROVIDE 2 MIN. SEPARATE 20 AMP CIRCUITS FOR SMALL KITCHEN
APPLIANCES.
FIRE SEPARATION BETWEEN HOUSE AND GARAGE:
A. FIRE RATED MATERIALS (TYPICALLY 5/8" TYPE "X" GYP. BD.) ON THE GARGAGE SIDE OF THE WALL
FROM FLOOR TO ROOF SHEATHING. THE 2ND FLOOR ATTIC ACCESS WILL REQUIRE FIRE PROTECTION
SIMILAR TO 1ST FLOOR DOOR BETWEEN HOUSE/GARAGE.
B. THE GARAGE CEILING WILL BE PART OF THE REQUIRED FIRE SEPARATION FRAMING PLANS SHOW 24"
ON CENTER JOISTS REQUIRING ONE 5/8" TYPE "X" GYP. BD. ON 2X. ALTERNATE METHOD IS TWO
LAYERS 5/8" TYPE "X" GYP. BD. OVER 24" ON CENTER JOISTS WITH GYP. BD. JOINTS STAGGERED AT
LEAST ONE JOIST SPACING AT WALLBOARD EDGES AND ENDS.
C. FOR CEILING AS PART OF THE FIRE SEPARATION, ALL WALLS, BEAMS, HEADERS, AND POSSIBLY
POSTS ARE TO BE PROTECTED WITH FIRE RESISTIVE MATERIALS.
D. ALL PIPING PENETRATIONS TO BE METAL, INCLUDING ANY PIPING EXPOSED ON GARAGE SIDE.
E. DUCTS PENETRATING THE FIRE SEPARATION TO BE:
5.1 AT LEAST 26 GAUAGE GAVALNIZED STEEL (CRC R302.5.2)
5.2 CONTINUOUS FROM APPLIANCE THROUGH THE FIRE SEPARATION
5.3 NO OPENINGS TO THE GARAGE NOR NON METALLIC CONNECTIONS
ALL EXTERIOR WINDOWS AND SLIDING DOORS SHALL BE TESTED BY AN
APPROVED INDEPENDENT LABORATORY, AND BEAR A LABEL IDENTIFYING
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED
INSPECTION AGENCY TO INDICATE COMPLIANCE WITH AAMA/WDMA/CSA
101/I.S.2/A440. EXTERIOR SIDE-HINGED DOORS SHALL BE TESTED AND
LABELED AS CONFORMING TO AAMA/WDMA/CSA 101/I.S.2/A440 OR COMPLY
WITH SECTION R609.1, R609.3 OR COMPLY WITH CRC R609.5.
NOTES:
1. WINDOWS & DOOR SIZES ARE FOR DESIGN PURPOSED ONLY. ACTUAL WINDOW & DOOR SIZES SHALL BE
FRAMED & SET PER MFG. SPECIFICATIONS. MAKE & MODEL NUMBERS SHALL BE CALLED OUT PER SUPPLIER'S
AND/OR OWNER'S SPECIFICATIONS. WINDOWS TO BE DUALPLANED (U.N.O)
2. ALL GLASS DOORS, GLASS WITHIN 24" OF DOORS & WITHIN 18" OF FLOORS, GLASS SUBJECT TO HUMAN
IMPACT ETC. SHALL BE SAFETY TEMPERED PER C.R.C. 308.4(2)
3. BEDROOM WINDOWS SHALL HAVE MAX 44" FROM FIN.FL. TO BOT. OF WDW OPEN'G & MIN. NET CLEAR OPEN'G
OF 20" IN WIDTH & 24" IN HEIGHT w/MIN. CLEAR OPEN'G OF 5.7 S.F. PER C.R.C. 310 FOR EGRESS
4. WATER HEATERS & FURNACES TO BE C.E.C. CERTIFIED WATER HEATERS TO HAVE PRESSURE &
TEMPERATURE RELIEF DEVICES & DISCHARGE TO OUTSIDE.
5. PROVIDE FIRE STOPS AN OPENING @ FLOOR & CEILING OF ALL FIREPLACES PER C.R.C. 302.11
6. WATER CLOSETS (TOILETS) SHALL USE NO MORE THAN 1.28 GALLONS/ FLUSH PER HEALTH & SAFETY CODE
SECTION 179213(b)
7. PROVIDE AC/DC SMOKE DETECTORS WITHIN EACH SLEEPING ROOM & CENTRALLY LOCATED IN CORRIDORS
OR AREAS GIVING ACCESS TO EACH SLEEPING AREA. ALL DETECTORS TO BE INTERCONNECTED TYPICAL.
C.R.C. R314
8. NO UNDERFLOOR CLEANOUTS SHALL BE LOCATED MORE THAN 20' FROM THE ACCESS DOOR PER CPC
707.10, CBC 2306.3.
9. OPENINGS AROUND GAS VENTS, DUCTS & PIPING @ EACH FLOOR SHOULD BE FIRE STOPPED.
10. SHOWER & TUB-SHOWER COMB. SHALL BE PROVIDED w/ INDIVIDUAL CONTROL VALVES OF PRESSURE
BALANCE HANDLE & ALSO COMPLY CRC R307.2 & R702.4.2, TYP.
11. SHOWER HEAD, SHALL NOT EXCEED 2.0 GPM AT 80 PSI. KITCHEN FAUCET SHALL NOT EXCEED 1.8 GPM AT 60
PSI & OTHER LAVATORY FAUCETS REQUIRED MAX. 1.5 GPM AT 60 PSI, MIN. 0.8 GPM AT 20 PSI.
12. ALL HOSE BIBS MUST BE PROTECTED BY AN ANTI SIPHON DEVICE, CPC 603.1. SHOWER VALVE SHALL HAVE
ANTI-SCALD VALVE DEVICE.
13. GAS VENTS SHALL TERMINATE NOT LESS THAN 2' ABOVE THE HIGHEST POINT WHERE THEY PASS THROUGH
THE ROOF AND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10'. GAS VENTS SMALLER
THAN 12" IN DIAMETER MAY TERMINATE AT LEAST 1' ABOVE THE ROOFS UP TO A 6:12 PITCH AND AT LEAST 8'
FROM ANY PORTION OF THE BUILDING. FOR HIGHER ROOF PITCHES REFER TO FIGURE AND TABLE 802.6.2
CMC 802.6.2.
14. VENTS FOR FUEL BURNING APPLIANCES OTHER THAN DIRECT-VENT APPLIANCES SHALL TERMINATE AT LEAST
4' BELOW, 4' HORIZONTALLY FROM, OR 1' ABOVE ANY DOOR, OPERABLE WINDOW, OR GRAVITY AIR INLET INTO
THE BUILDING. THE BOTTOM OF THE VENT SHALL BE LOCATED AT LEAST 12" ABOVE THE GRADE. CMC 802.8.2
15. ENVIRONMENTAL AIR DUCT EXHAUST; SUCH AS FOR KITCHEN RANGE EXHAUSTS, BATHROOM EXHAUSTS, AND
CLOTHES DRYER EXHAUSTS, SHALL TERMINATE 3' FROM PROPERTY LIENS AND 3' FROM ANY OPENINGS INTO
THE BUILDING. CMC 504.5
16. THE MINIMUM FINISHED INTERIOR AREA OF A SHOWER NEEDS TO BE AT LEAST 1024 SQUARE INCHES WITH A
MINIMUM OF 30". THE SHOWER AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT OF NOT LESS THAN
70" ABOVE THE DRAIN INLET. (CRC R307.2 & CPC 411.7)
17. MECHANICAL AND GRAVITY OUTDOOR AIR INTAKE OPENINGS AND VENTS SHALL TERMINATE NOT LESS THAN
10' FROM, OR LESS THAN 3' ABOVE, OR NOT LESS THAN 3' IN ANY CONDITION OF ANY CHIMNEY, PLUMBING
VENTS, ALLEYS, STREETS, PARKING LOTS AND LOADING DOCKS. WHERE A SOURCE OF CONTAMINANT IS
LOCATED WITHIN 10' OF AN INTAKE OPENING, SUCH OPENING SHALL BE LOCATED A MIN. OF 2' BELOW THE
SOURCE. (CRC R 303.4.1. & CPC 906.2)
18. MIN. SLOPE OF SEWER LINE AND DRAINAGE PIPING IS 2%
19. ATTIC VENTILATION TO COMPLY CRC R505
20. CRAWL SPACE VENTILATION TO COMPLY CRC R317.7
21. PROVIDE FIRE BLOCKING IN CONCEALED SPACES 10' HORIZONTAL, VERTICALLY AT THE CEILING AND FLOOR
LEVELS, CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN
STAIR AND LANDING, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, WIRES, CHIMNEYS AND FIREPLACES,
CRC R302.11.
22. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW
THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL NOT
DISCHARGE THRU. THE BACKWATER VALVE. CLEAN OUTS FOR DRAINS THAT PASS THRU. A BACKWATER
VALVE SHALL BE CLEARLY IDENTIFIED w/ A PERMANENT LABEL STATING "BACKWATER VALVE DOWNSTREAM."
23. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR CLOSER THAT 18" OR WOOD GIRDERS
CLOSER THAN 12" TO THE EXPOSED CRAWL SPACE SHALL BE PRESSURE TREATED OR NATURALLY DURABLE
TO DECAY, CRC R 317.1(1).
24. FIELD-CUTTING ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE
TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
25. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND
ARE LESS THAN 8" TO THE EXPOSED GROUND SHALL BE PRESSURE TREATED OR NATURALLY DURABLE TO
DECAY, CRC R317.2(2).
26. TYPICAL ALL PLUMBING WALLS, BEARING WALLS AND WALL EXCEED 10'-0" HIGH SHALL BE 2x6 DF #2 STUDS @
16" o.c.
27. ALL WALLS TO BE SMOOTH FINISH
28. CONTRACTOR TO INCLUDE ALL FINISH AND COLOR SPECIFIED BY OWNER AND INTERIOR DESIGNER.
29. ADD 3/8" CDZ PLYWOOD THOUGHT-OUT @ OUTSIDE FACE OF WALL.
30. CONTRACTOR TO INCLUDE INSULATION OF CLOSET ORGANIZER. (SELECTED BY OWNER)
31. CONTRACTOR TO VERIFY ALL OWNER'S APPLIANCE MANUAL SPEC. PRIOR TO CONSTRUCTION.
32. DESIGN BUILT CABINET TO FIT
33. CONTRACTOR TO VERIFY w/ OWNER'S INTERIOR DESIGNER FOR MATERIAL SELECTION AND COLOR PRIOR TO
FINAL PRICING AND CONSTRUCTION.
34. ALL INTERIOR, DOOR, WINDOWS SIDE, HEAD AND SILL TO BE WOOD MOLDING.
35. GROUND ADJACENT TO THE FOUNDATION SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET
MEASURE PERPENDICULAR TO THE FACE OF THE FOUNDATION WALL. (2013 CEC E401.3)
36. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH ACTIVE OR PASSIVE SPACE-
HEATING SYSTEMS CAPABLE OF MAINTAINING A MIN. INDOOR TEMP. OF 68°F AT MIDWAY 3 FEET ABOVE THE
FLOOR.
R-2018-01
03/13/18
Ellen Yau
DN DN
INSULATED
ATTIC
4
3' - 8 1/2"10' - 2 1/2" 2' - 5 1/2" 11' - 10 1/2" 3' - 3"
2' - 10"10' - 8"5' - 8 1/2" 9' - 9 3/4" 11 12
13
14
1516
17
24
22
23
1821
20
19
17
ATTIC
ACCESS
7 18
15' - 0 1/2" 16' - 5 1/2"11' - 9 3/4" 14' - 4 1/2"26' - 2 1/4"31' - 6"
18
(N)BEDROOM 3(E)BEDROOM 2
(N)HALL
(E)MASTER
(N)W.I.C.
(N)M.BATH
(N)BATHROOM
1
A 3.1
3
A 3.1
REMOVE
POPCORN
CEILING
13' - 11" 2' - 5 1/2" 11' - 10 1/2"10' - 10 1/2"3' - 6" 11' - 9 3/4"10' - 8"15' - 6 1/4" 15' - 0 1/2" 12' - 10" 3' - 7 1/2"
BEDROOM 2 BEDROOM 3
MASTER
M.BATH
BATHROOM
31' - 6"26' - 2 1/4"OF SHEETS
REVISIONS:
SHEET TITLE:
DRAWN: CHECKED:
SCALE:
JOB NO.:
DATE:
SHEET:
1
ARCHITECTURAL
ENGINEERING
CONSTRUCTION
P.O. BOX 53892
SAN JOSE, CA 95153
TEL: 408 228-7526
FAX: 408 229-1688
ENGINEERING
CONSULTING
02/01/18
PC COMMET
FL CPT
1/4" = 1'-0"
A 2.1PROPOSED REMODELING AT21381 MILFORD DR.,CUPERTINO, CA 95014APN: 326-41-103EXISTING/ PROPOSED 2ND
FLOOR AND STREET VIEW
01/12/2018
1/4" = 1'-0"2 PROPOSED SECOND FLOOR
1/4" = 1'-0"1 EXISTING SECOND FLOOR
EXISTING STREET VIEW
P PROPOSED STREET VIEW
21391 MILFORD DR. 21371 MILFORD DR.21381 MILFORD DR.
R-2018-01
03/13/18
Ellen Yau
Level 1
0' - 0"
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4"4"
12"
4"
12"
4"
12"
4"
12"
8"
12"
8"
12"
E01
E05
E04 E03
E01
E05
E02
E08E08 25°PL PL
25°8"
12"10' - 0"10' - 0"Level 1
0' - 0"
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4"4"
12"
4"
12"4" / 12"E01
E02
E03
E01
E05
E05 E05 E08 E05
FINISH FLOOR
0' - 6"
Level 1
0' - 0"
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4"4" / 12"4"
12"
4"
12" 8" / 12"4"
12"
4"
12"
E01
E02
E03 E05E05
E01
FINISH FLOOR
0' - 6"3' - 10" 5' - 1 1/4"Level 1
0' - 0"
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4"
4"
12"
4"
12"8" / 12"4" / 12" E01 E01E02
E03
E05E08E05
FINISH FLOOR
0' - 6"4' - 10"Level 1
0' - 0"
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4"4"
1'-0"
4"
1'-0"
4"
1'-0"
4"
1'-0" 4" / 12"Level 1
0"
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4" 4" / 1'-0"4"
12"
4"
12"4" / 1'-0"FINISH FLOOR
0' - 6"
Level 1
0' - 0"
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4"
4"
12"
4"
12"4" / 12"4" / 12"FINISH FLOOR
0' - 6"
Level 1
0' - 0"
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4"4"
12"
4"
12"
FINISH FLOOR
0' - 6"
OF SHEETS
REVISIONS:
SHEET TITLE:
DRAWN: CHECKED:
SCALE:
JOB NO.:
DATE:
SHEET:
1
ARCHITECTURAL
ENGINEERING
CONSTRUCTION
P.O. BOX 53892
SAN JOSE, CA 95153
TEL: 408 228-7526
FAX: 408 229-1688
ENGINEERING
CONSULTING
02/01/18
PC COMMET
FL CPT
1/8" = 1'-0"
A 3.0PROPOSED REMODELING AT21381 MILFORD DR.,CUPERTINO, CA 95014APN: 326-41-103PROPOSED ELEVATIONS
01/12/2018
1/8" = 1'-0"N PROPOSED FRONT/NORTH ELEVATION
1/8" = 1'-0" S PROPOSED REAR/SOUTH ELEVATION
1/8" = 1'-0"E PROPOSED SIDE/EAST ELEVATION
1/8" = 1'-0"W PROPOSED SIDE/WEST ELEVATION
1/8" = 1'-0"2 EXISTING FRONT/NORTH ELEVATION
1/8" = 1'-0"1 EXISTING SIDE/EAST ELEVATION
1/8" = 1'-0"3 EXISTING SIDE/WEST ELEVATION
1/8" = 1'-0"4 EXISTING REAR/SOUTH ELEVATION
NOTE:
CONTRACTOR SHALL OBTAIN THE APPROVED COLOR AND MATERIAL
BOARD FROM THE OWNER BEFORE STARTING THE WORKS.
ELEVATION NOTES:
E01 ROOF: NEW COMPOSITION ROOF CLASS "A" 40 YEARS ON 2
LAYERS OF 30 LB BLDG FELT OVER PLYWOOD SHEATING.
ROOF SLOPE SHALL BE 12:4
E02 5" 26 GA. G.I. PROFILE GUTTER ON 2X8 S4S SURFACE FASCIA
BOARD WITH DOWNSPOUT AT PROPER LOCATIONS (ALL
ROOF DRAINS SHALL BE DRAINED TO STREET DIRECTLY)
E03 DOUBLE GLAZED "LOW -E" WINDOWS (TYP.)
E04 CUSTOM SOLID CORE DOORS
E05 3-COAT CEMENT PLASTER IN 17 GA. STUCCO NETTING ON 2
LAYERS GRADE 'D' BLDG PAPER. (WITH 26 GA. G.I. 'Z'
FLASHING AT TOP EDGE OF BLDG PAPER).
E08 WEEP SCREED (TYP.)
##
R-2018-01
03/13/18
Ellen Yau
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4"
3
A 3.1
4
A 3.1
FINISH FLOOR
0' - 6"
(N)STUDY(E)FAMILY RM(E)MASTER
4"
12"
4"
12"
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4"
3
A 3.1
4
A 3.1
FINISH FLOOR
0' - 6"
(N)LIVING RM (E)LIVING RM (N)KITCHEN
4"
12"4"
12"
4"
12"
4"
12"
1st FLR PLATE HT.
8' - 6"
2nd FLR PLATE HT.
17' - 4"
RIDGE
22' - 4"
1
A 3.1
2
A 3.1
FINISH FLOOR
0' - 6"
(N)BATHROOM
(N)HALL
(E)FAMILY RM (N)DINING (N)PANTRY
(E) CEILING JOIST
(E) FLOOR JOIST
4"
12"
4"
12"
SKYLIGHT SKYLIGHT
1st FLR PLATE HT.
8' - 6"
2
A 3.1
FINISH FLOOR
0' - 6"
(N)M.BATH (N)WIC (N)LIVING RM
8"
12"
8"
12"
8"
12"13"
12"
4"
12"9' - 3"8' - 3 3/4"16' - 11 3/4"16' - 0"3' - 1"
1
1
OF SHEETS
REVISIONS:
SHEET TITLE:
DRAWN: CHECKED:
SCALE:
JOB NO.:
DATE:
SHEET:
1
ARCHITECTURAL
ENGINEERING
CONSTRUCTION
P.O. BOX 53892
SAN JOSE, CA 95153
TEL: 408 228-7526
FAX: 408 229-1688
ENGINEERING
CONSULTING
02/01/18
PC COMMET
FL CPT
1/4" = 1'-0"
A 3.1PROPOSED REMODELING AT21381 MILFORD DR.,CUPERTINO, CA 95014APN: 326-41-103SECTIONS
01/12/2018
1/4" = 1'-0"1 Section 1
1/4" = 1'-0"2 Section 2
1/4" = 1'-0"3 Section 3
1/4" = 1'-0"4 Section 4
R-2018-01
03/13/18
Ellen Yau
4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12" 4" / 12" 8" / 12"4" / 12"4" / 12"(E)(E)(E)(E)
(E) (E) (N)(N)(N)(N)(E)(E)(N)
(N) (N) (N)
13" / 12"(N)CRICKET
(N)CRICKET
8" / 12"8" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12" 4" / 12"4" / 12"(E)(E)(E)(E)
(E) (E)(E)(E)OF SHEETS
REVISIONS:
SHEET TITLE:
DRAWN: CHECKED:
SCALE:
JOB NO.:
DATE:
SHEET:
1
ARCHITECTURAL
ENGINEERING
CONSTRUCTION
P.O. BOX 53892
SAN JOSE, CA 95153
TEL: 408 228-7526
FAX: 408 229-1688
ENGINEERING
CONSULTING
02/01/18
PC COMMET
FL CPT
1/8" = 1'-0"
A 4.0PROPOSED REMODELING AT21381 MILFORD DR.,CUPERTINO, CA 95014APN: 326-41-103ROOF PLAN (NEW & EXISTING)
01/12/2018
1/8" = 1'-0"1 PROPOSED ROOF PLAN
1/8" = 1'-0"2 EXISTING ROOF PLAN
R-2018-01
03/13/18
Ellen Yau
2#4 REBAR CONTINUOUS TO
FTG (20'-0' LONG MIN.)
CONDUIT
ELEC. PANEL
GYP. BD.
STUCCO OR
OTHER EXT.
FINISH
INTERIOREXTERIOR
P.S.SILL PLATE W/ ANCHOR
INSTALLED THE CULTURED STONE
(ICC REPORT ESR-1364) OR APPR. EQ.
NATURE GRADE OR
CONC. PAVING DRIVEWAY
26 GA. NON-EROSIVE
SHEET METAL SCREED
BOLT RE: STRUCT. DRW'G
MORTAR SCRATCH COAT
GALVANIZED METAL LATH
2 LAYERS WATER RESIST. BARRIER
PLYWD. SHEATHING W/
MORTAR JOINT
EXTERIOR FINISH
3X OR 2X WD. STUDS
(SEE STRUCT. FOR SIZE)
GYP. BD.4"NOTE:
ADHESIVE MATERIAL AND METHOD OR
DESIGN SHALL COMPLY TO SEC. 6.1 AND
6.3 OF ACI530/ ASCE5/TMS403 OR RAISED FLOOR
TYP. CONC. SLAB
EXISTING PATIO TO REMAIN
TYP. SEALANT
SLOPE MIN. 1/4":1'-0"
AWAY FROM STRUCTURE
SEE DOOR SCHEDULE
TYP. SLIDING DOOR
TYP. 2X FORM TRIM
OVER BLDG. PAPER
8" MIN.
THRESHOLD
HIGH CURB AT
STUD WALL
SEE DETAIL
IN STRUCTURAL DWG.
DOOR
OGEE GUTTER & D.S.
26 GA. GALV. PRIMED & PAINTED
COMPOSITION SHINGLE ROOF'G
O/ 2 LAYER 30# FELT o/
STRUCTURE PLYWD.
1/2" PLYWOOD w/ RADIANT BARRIER
PROVIDE ATTIC VENTILATION
SCREEN VENTS PER
1/150 OF ATTIC AREA
CALCULATIONS SEE A-2.0
ROOF-CEILING INSULATION
1/2" GYP. BOARD
DOUBLE 2x4 PLATE
WALL INSULATION
1/2" GYP. BOARD
3/8" THK. EXT.. STRUCT. PLYWD.
STARTER STRIP
ROOF TILE
MORTAR
2 LAYER 30" FELT
OVER PLYWOOD CDX
G.I. FLASHING
SIDING
OVER BLDG PAPER
SEE PLAN,TYP.
OR STRAP
SIMPSON HD
PLYWOOD SHT'G
SEE PLAN
SHEAR WALL
PROVIDE EDGE NAILING
ALONG BOUNDARY LINES OF OPENING
2X
OPENING
SILL
SHAPED FOAM W/
PLASTER COATING
PRECAST OR APPROVED EQ.
PRECAST OR FOAM BOARD
APPROVED EQ.
TRIM
WALL
PRECAST OR FOAM BOARD
APPROVED EQ. WALL12"45°OPTION: 45° OF SLOPED CEILING
2x JOIST
2x4
2x4@24"
2x NAILER
1" VENTED AIRSPACE
ALTERNATE WIND-RAIN
BLOCK WHERE REQUIRED.
HOLD 1/2" FROM HEAD END
OF COMPOSITION SHINGLE
INSULATION (TYP.)
1/2" PLYWOOD
W/ RADIANT BARRIER
2 x RAFTER
PLACE TOP OF LAST BATTEN 1 1/4"
FROM CENTER OF RIDGE BOARD
UNDERLAYMENT CARRIED
OVER RIDGE NAILER
CAP SHINGLE
1 2 "12"
ROOT TILE O/
ONE LAYER 40# FELT o/
STRUCTURE PLYWD/
30# FELT
26 GA. G.I, FLASHING
PAINT TO MATCH ADJ. MATERIAL
INSULATION (TYP.)1" VENTED AIRSPACE
1" V CRIMP
30# FELT
1/2" X NAILER
26 GA. G.I. FLASHING
PAINT TO MATCH TILE
ROOF SHINGLE O/
2 LAYER 30# FELT o/
STRUCTURE PLYWD.
NOTE:
VALLEY FLASHING SHALL COMPLY
WITH THE REQUIREMENTS OF CRC
SEC. R905.2.8.2.
SEMI-TRANSPARENT PLASTIC COVER
1/2" GYP BD TEXT & PAINTED
NONREFLECTIVE FRAME)
2X6 CURB
DBL 2X RAFTE
RS
(2) 2X6
2X6 CLG JSTS
PER MFR. REQ'MENT
26 GA. GALV. FLASH'G
2X SKYLIGHT BY
OR APPROVED EQ.
(FLAT GLASS W/ANODIZED
VELUIX (ICC Report ESR1004)
NOTE: PLUMBING VENT TO BE MIN. 10FT AWAY FROM
OR MIN. 3FT ABOVE ANY OPERABLE SKYLIGHT.
PAPER @ STUCCO
2 LAYERS OF TREATED
2X4 (TREATED WOOD)
(OR USE FOAM BOARD)
2X STUDS
NOTE: ALL WOOD TO HAVE
STUCCO W/ PAPER BACKED
WIRE LATH TYPICAL
GLASS
2X
2X4 @ 10° SLOPE (TREATED WOOD)
BULL NOSE
STUCCO MOLD
2X4 (OR USE FOAM BOARD)
2X4
2X STUDS
GYP. BD.
STUCCO W/ PAPER
BACKED WIRE LATH
G.I.
BULL NOSE
2 LAYERS OF
TREATED PAPER
@ STUCCO
LEDGER W/
PROVIDE 2X6
3-16d EA.
IS NOT.
STUD ONLY
WHERE HDR
(OR 2X10 CL'G JST)
RAFTERS 2X10
R-38 INSULATION
(CATHEDRAL BATT)
1" AIR SPACE
BETWEEN RAFTER
(1)-GALV. VENTS
(SEE SHEET A1.0
FOR CALC.)
EXPOSED BM.
TO RECEIVE
NOTCH HEADER
FINISH
1/2" G.B.
R.S.D.F.
FALSE BM
(OPTIONAL)
TYPICAL GYP. BD. SEE
TYP. 4X WINDOW HEADER
(SEE STRUCT. DWG.)
CORNER BEAD
TYP. VINYL WINDOW
TYP. 7/8" CEMENT PLASTER OVER
PAPER BACKED LATH (2 LAYER
GRADE "D" BLDG. PAPER) OR
CEMENT BOARD SIDING OVER 30#
FELT PAPER OVER 1/2" CDX
PLYWOOD OR 3/8" CDX PLYWOOD
SHEATHING PER SHEAR WALL OVER
WOOD STUDS (TYP.)
METAL FLASHING
SEALANT @ ALL EDGES
2X FOAM TRIM
TYP. 24 GA. G.S.M. FLASHING
CAULK BEHIND NAIL FIN PRIOR
TO INSTALLING WINDOW
TYP. 7/8" CEMENT PLASTER OVER
PAPER BACKED LATH (2 LAYER
GRADE "D" BLDG. PAPER) OR
CEMENT BOARD SIDING OVER 30#
FELT PAPER OVER 1/2" CDX
PLYWOOD OR 3/8" CDX PLYWOOD
SHEATHING PER SHEAR WALL OVER
WOOD STUDS (TYP.)
1X K.D. D.F. SILL BD. AND APRON
METAL FLASHING
TYP. 24 GA. G.S.M. FLASHING
TYP. VINYL WINDOW
CAULK BEHIND NAIL FIN
PRIOR TO INSTALLING WINDOW
SEALANT @ ALL EDGES
OVER BLDG. PAPER
TYP. 2X FORM TRIM
INTERIOR WINDOW TRIM
SEE DOOR SCHEDULE
TYP. SLIDING DOOR
WALL TYPE DETAILS
TYPICAL GYP. BD. SEE
SEALANT @ ALL EDGES
CAULK BEHIND NAIL FIN
PRIOR TO INSTALLING WINDOW
OVER BLDG. PAPER
TYP. 2X FORM TRIM
TYP. 7/8" CEMENT PLASTER
OVER PAPER BACKED LATH
26 GA. GALV. FLASH'G, PRIMED & PAINTED,
COLOR TO MATCH ADJ. MATERIAL
ONE LAYER 30# FELT
1'2" CDX. PLYWD. TYP.
2X4 FRAME TO FORM MIN. 2% SLOPE
7/8" STUCCO SOFFIT WITHOUT VENT
WALL INSULATION
1/2" GYP. BOARD
7/8" STUCCO O/ PLYWD
CLASS 'A' ROOF TILE O/
2 LAYERS 30# BLDG PAPER
O/ STRUCTURE PLYWD.
HARDIE BOARD
(@ FIRE RATED AREA)
ROOF-CEILING INSULATION
DOUBLE 2x4 PLATE
1/2" GYP. BOARD
1X1 NAILER
METAL LATH OVER
WATER BARRIER PAPER
DENSGLASS SHEATHING
DENSGLASS SHEATHING
WATER RESISTANT BARRIER
OVER METAL LATH
OF SHEETS
REVISIONS:
SHEET TITLE:
DRAWN: CHECKED:
SCALE:
JOB NO.:
DATE:
SHEET:
1
ARCHITECTURAL
ENGINEERING
CONSTRUCTION
P.O. BOX 53892
SAN JOSE, CA 95153
TEL: 408 228-7526
FAX: 408 229-1688
ENGINEERING
CONSULTING
02/01/18
PC COMMET
FL CPT
1/4" = 1'-0"
A 5.0PROPOSED REMODELING AT21381 MILFORD DR.,CUPERTINO, CA 95014APN: 326-41-103DETAILS
01/12/2018
N.T.S.18 'U'FER GROUND
N.T.S.16 FINISH AND WEEP SCREED
N.T.S.17 DOOR JAMB DETAIL
N.T.S.19 DOORWAYS AT PATIO
N.T.S.1 EAVE DETAIL
N.T.S.6 FLASHING @ LOWER ROOF /WALL
N.T.S.20
FOUNDATION VENT OPEN'G AT
SHEARWALL
N.T.S.15
PRECAST DECORATED SILL & TRIM
(TYP.)
N.T.S.9 RECESS CEILING
N.T.S.2 RIDGE DETAIL
N.T.S.7 ROOF VALLEY DETAIL 1
N.T.S.3 ROOF VALLEY DETAIL 2
N.T.S.4 SKYLIGHT DETAIL
N.T.S.14 STUCCO SILL
N.T.S.10 STUCCO TRIM
N.T.S.5 VAULTED CEILING
N.T.S.12 WINDOW DETAIL
N.T.S.11 WINDOW DETAIL 1
N.T.S.13 WINDOW DETAIL 2
N.T.S.8 CRICKET
1/4" = 1'-0"21 1 HR FIRE RATED EAVE DETAIL
R-2018-01
03/13/18
Ellen Yau
R-2018-01
03/13/18
Ellen Yau
OF SHEETS
REVISIONS:
SHEET TITLE:
DRAWN: CHECKED:
SCALE:
JOB NO.:
DATE:
SHEET:
1
ARCHITECTURAL
ENGINEERING
CONSTRUCTION
P.O. BOX 53892
SAN JOSE, CA 95153
TEL: 408 228-7526
FAX: 408 229-1688
ENGINEERING
CONSULTING
02/01/18
PC COMMET
FL CPT
GB-1PROPOSED REMODELING AT21381 MILFORD DR.,CUPERTINO, CA 95014APN: 326-41-103GREEN BUILDING CHECKLIST
01/12/2018
CHEN & BAMBANG RESIDENCE
21381 MILFORD DR., CUPERTINO, CA 95014
ADD A TOTAL OF 696 SQ.FT. TO AN EXISTING 2,131 SQ.FT. TWO STORY
SINGLE FAMILY DWELLING(NOT INCLUDING GARAGE OF 457 SQ.FT.)
WITH NEW COVERED PORCH. AND REMODEL EXISITING 1,528 SQ.FT.
JOHN CHEN & IMELDA BAMBANG
CLARA TING
CLARA TING
ACLARAENG@GMAIL.COM
408.228.7526
CHEN & BAMBANG RESIDENCE
21381 MILFORD DR., CUPERTINO, CA 95014
ADD A TOTAL OF 696 SQ.FT. TO AN EXISTING 2,131 SQ.FT. TWO STORY
SINGLE FAMILY DWELLING(NOT INCLUDING GARAGE OF 457 SQ.FT.)
WITH NEW COVERED PORCH. AND REMODEL EXISITING 1,528 SQ.FT.
R-2018-01
03/13/18
Ellen Yau
R-2018-01
03/13/18
Ellen Yau