Combined Set_24.pdfPROJECT DATA
LOT AREA: 9716 SQ.FT
EXISTING PROJECT DATA :
(E)
1F HOUSE AREA:
1006
SQ.FT.
(E)
GARAGE:
547
SQ.FT.
(E)
ENTRY PORCH:
37 SQ.FT.
1432 SQ.FT.
(E)
2F HOUSE AREA:
590
1432 SQ.FT.
(E)
2F DECK:
258
SQ.FT.
(E)
EAVES & ROOF
330
SQ.FT.
bus Ave
OVERHANG:
HISTORICAL BUILDING CODE
No•aet
(E) FAR: (1006+547+1432)/9716=2985/9716 =30%<45% (ALLOWABLE)
(E) LOT COVERAGE: (1006+547+37+258+138+330)/9716
2316/9716
23.86%
NOTE:
ONLY 138 SQ.FT. OF 2ND FLOOR CONSIDERED FOR LOT COVERAGE
CALCULATION AS
REST OF THE 2ND FLOOR HOUSE AREA FALLS ABOVE 1ST FLOOR HOUSE
FOOTPRINT. REFER SITE PLAN
ON SHEET A-2.
PROPOSED NEW ADDITION:
(N) 1F HOUSE AREA: 768 SQ.FT.
(N) 1F UNCOVERED PATIO: 285 SQ.FT.
(N) 2F DECK: 332 SQ.FT.
(N) EAVES & ROOF 91 SQ.FT.
OVERHANG:
PROPOSED PROJECT DATA:
(N) 1F HOUSE AREA: 1774 SQ.FT
(N) 1F UNCOVERED PATIO: 285 SQ.FT.
(E)
GARAGE:
547
SQ.FT.
(E)
ENTRY PORCH:
37
SQ.FT.
(E)
2F HOUSE AREA:
CALIFORNIA
1432 SQ.FT.
(N)
2F DECK:
590
SQ.FT.
(N)
EAVES & ROOF
421
SQ.FT.
PLUMBING CODE
OVERHANG:
CALIFORNIA
ENERGY CODE
(N) FAR: (1774+547+1432)/9716=3753/9716 =39%<45% (ALLOWABLE)
(N) LOT COVERAGE: (1774+547+37+61+69+421)/9716
- 2909/9716
- 30%
NOTE:
-ONLY 69 SQ.FT. OF 2ND FLOOR CONSIDERED FOR LOT COVERAGE CALCULATION AS
REST OF THE 2ND FLOOR HOUSE AREA FALLS ABOVE 1ST FLOOR HOUSE FOOTPRINT.
- ONLY 61 SQ.FT. OF 2F DECK AREA CONSIDERED FOR LOT COVERAGE CALCULATION AS
REST OF THE 2ND FLOOR HOUSE AREA FALLS ABOVE IST FLOOR HOUSE FOOTPRINT.
REFER SITE PLAN ON SHEET A-2.
2ND FLOOR TO 1ST FLOOR RATIO
1432/(1774+547)/-62%
6*9 KIM' MCI] dl INBL[.`1:=11KIM K 71►1[it 0E&IOlWaIW
1. IN THE EVENT THAT ANY UNUSUAL CONDITION NOT COVERED BY THE SPECIAL
PROVISIONS IS
ENCOUNTERED DURING THE GRADING OPERATIONS, THE SOIL ENGINEER SHALL
BE IMMEDIATELY
NOTIFIED FOR FURTHER RECOMMENDATION.
FIRE SPRINKLER SYSTEM
WILL BE PROVIDED AND INSTALLED PER NEPA 13R 2016 EDITION STANDARD".
THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE
RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO
DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS
REQUIRED. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR
SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED
PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND
APPROVAL PRIOR TO BEGINNING THEIR WORK. CRC SEC. 313.2 AS ADOPTED AND
AMENDED BY CUPMC.
SPECIAL CONDITIONS LIST:
(1) GEOLOGIC HAZARD; SOIL LIQUEFACTION -
INUNDATION SITE.
ADDITION OF 1ST FLOOR KITCHEN/
FAMILY ROOM AND SECOND FLOOR DECK
1077 MILKY WAY,
CUPERTINO, CA 95014
APNmm 362-18-042
PROJECT INFORMATION
PROJECT DESCRIPTION:
IMMEWATAIN
NEW HOUSE ADDITION OF 768 SQ.FT ON FIRST FLOOR TO INCLUDE (N)KITCHEN & (N)
FAMILY ROOM & (N)1/2 BATHROOM. NEW UNCOVERED PATIO OF 285 SQ.FT. ON 1ST
FLOOR IN REAR YARD.
2ND FLOOR
NEW DECK ADDITION OF 332 SQ.FT.
REMODEL (E) DECK.
REMOVE (E) KITCHEN.
NEW FURNACE TO SERVE IST FLOOR AREAS. PROPOSED LOCATION AS SHOWN ON
SHEET A-3
APN: 362-18-042
CONSTRUCTION TYPE: VB
OCCUPANCY GROUP: R3/U
ZONING: R16
STORIES: 2 - RESIDENTIAL LOW DENSITY (1-5 DU/AC)
IS
G 0 E
VICINITY
MAP
CALIFORN A
ADMINIST _ATI OD
__j
CALIFORNIA
BUILDING CODE, VOLUMES 1 & 2
2016
CALIFORNIA
a
2016
CALIFORNIA
Creekline
2016
CALIFORNIA
MECHANICAL CODE
2016
lot,peg
PLUMBING CODE
2016
CALIFORNIA
ENERGY CODE
bus Ave
CALIFORNIA
HISTORICAL BUILDING CODE
No•aet
CALIFORNIA
EIRE CODE (CFC)
2016
CALIFORNIA
GREEN BUILDING STANDARDS CODE
2016
CALIFORNIA
Chi
2016
EDITION
APPROX.
CALIFORNIA
CODE
OF REGULATIONS (CCR)
THE
s�
TITLE
24 (CALIFORNIA
BUILDING STANDARDS CODE)
y'
V ai
Pv e
GAUGE
REFR..
BLDG.
789E
GALV.
GALVINIZED
REINF.
REQ'D.
Orion Ln
BLOCK
G.C.
.T
BLK'G.
BLOCKING
G. L.
GLASS
RM
BM.
k
GR.
GRADE
N
of
BOTTOM
GYP.
GYPSUM
a
BTWN.
BETWEEN
GYP.BD.
toy
S. C.
B.U.R.
BUILTUP ROOFING
t3,
s
o
SCHED.
B. W.
BOTHWAYS
Lu
HOSEBIBB
S
V)
w
IT. C.
HOLLOWCORE
DRAWING
INDEX
SHEET
SHEET TITLE
SHEET
SHEET TITLE
N0:
CEILING
HDWD.
N0:
SIM.
A-1
CAULKING
COVER SHEET AND PROJECT INFORMATION
STRUCTURAL:
A-2
CLR.
1F SITE/ROOF PLAN
S-1
STRUCTURAL COVER SHEET 1
A-3
C.M.U.
2F SITE/ROOF PLAN
S-2
PIER AND FOUNDATION DETAILS
A-4
COL.
IF FLOOR AREA DIAGRAM
S-3
STRUCTURAL FLOOR PLANS
A-5
2F FLOOR AREA DIAGRAM
S-4
DECK DETAILS
A-6
CONC.
EXISTING 1F PLAN
ENERGY:
A-7
SIGN DATE: 07-10-2018
PROPOSED 1F PLAN
T-1
TITLE 24 SHEET 1
A-8
STIFF
EXISTING & PROPOSED 2ND FLOOR PLAN
T-2
TITLE 24 SHEET 2
A-9
STL.
ELEVATION -1
CONTINUOUS
INSUL.
A-10
STRUC.
ELEVATION -2
CERAMICTILE
INT.
A-11
SUSP.
ELEVATION -3
A-12
TR
CROSS SECTIONS
DEGREE
JAN.
A-13
T&B
FLOOR PLAN NOTES/ DETAILS
DETAIL
JNT.
A-14
TER.
CALGREEN CHECKLIST
DRINKING FOUNTAIN
JST.
E-1
T&G
ELECTRICAL PLAN /NOTES
THK.
DAG.
DIAGONAL
KITCHEN
T/
DIA. %C
DIAMETER
KIT.
TYP.
DN.
DOWN
DS.
DOWNSPOUT
LAB.
LABORATORY
DWG.
DRAWING
LAM.
LAMINATE
U.O.N.
LAV.
PROJECT INFORMATION
PROJECT DESCRIPTION:
IMMEWATAIN
NEW HOUSE ADDITION OF 768 SQ.FT ON FIRST FLOOR TO INCLUDE (N)KITCHEN & (N)
FAMILY ROOM & (N)1/2 BATHROOM. NEW UNCOVERED PATIO OF 285 SQ.FT. ON 1ST
FLOOR IN REAR YARD.
2ND FLOOR
NEW DECK ADDITION OF 332 SQ.FT.
REMODEL (E) DECK.
REMOVE (E) KITCHEN.
NEW FURNACE TO SERVE IST FLOOR AREAS. PROPOSED LOCATION AS SHOWN ON
SHEET A-3
APN: 362-18-042
CONSTRUCTION TYPE: VB
OCCUPANCY GROUP: R3/U
ZONING: R16
STORIES: 2 - RESIDENTIAL LOW DENSITY (1-5 DU/AC)
IS
G 0 E
T SP IN E SY TE B ILD G OD S:
2016
CALIFORN A
ADMINIST _ATI OD
2016
CALIFORNIA
BUILDING CODE, VOLUMES 1 & 2
2016
CALIFORNIA
RESIDENTIAL CODE (CRC)
2016
CALIFORNIA
ELECTRICAL CODE (CEC)
2016
CALIFORNIA
MECHANICAL CODE
2016
CALIFORNIA
PLUMBING CODE
2016
CALIFORNIA
ENERGY CODE
2016
CALIFORNIA
HISTORICAL BUILDING CODE
2016
CALIFORNIA
EIRE CODE (CFC)
2016
CALIFORNIA
GREEN BUILDING STANDARDS CODE
2016
CALIFORNIA
REFERENCED STANDARDS CODE
2016
EDITION
APPROX.
CALIFORNIA
CODE
OF REGULATIONS (CCR)
THE
CITY OF CUPERTINO MUNICIPAL CODE (CUPMC)
TITLE
24 (CALIFORNIA
BUILDING STANDARDS CODE)
ALL
APPLICABLE
LOCAL, COUNTY, STATE AND FEDERAL CODES, LAWS
& REGULATIONS.
GAUGE
ENGINEER:
DESIGN EVEREST CONSULTING ENGINEERS
365 FLOWER LANE
MOUNTAIN VIEW, CA 94043
PHONE: 888 311 3015
PHONF: AAKASH@DESIGNEVEREST. COM
GEOTECH:
AMERICAN SOIL TESTING INC.
MARCH 30, 2018.
2734 S. BASCOM AVENUE, SAN JOSE, CA 95124
408559-6400 WWW.AMERICANSOILTESTINGINC.COM
FILE NO. 18-5123-S
GENERAL NOTES
ALL CONSTRUCTION SHALL COMPLY WITH ADOPTED ORDINANCES AND POLICIES OF THE GOVERNING AGENCY AND
THE LATEST ADOPTED ADDITIONS OF THE FOLLOWING: 2016 CALIFORNIA BUILDING & RESIDENTIAL CODE
(CBC,CRC), 2016 CALIFORNIA PLUMBING CODE (CPC), 2016 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA
FIRE CODE (CFC), CALIFORNIA ELECTRICAL CODE 2016, CALIFORNIA ENERGY CODE 2016, AND 2016 CALIFORNIA
GREEN BUILDING CODE. THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING
CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION
INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY
REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, GRADES AND OTHER CONDITIONS, AND HE SHALL
CORRELATE ALL SUCH ITEMS AT THE JOB SITE. HE SHALL REPORT ANY DISCREPANCIES TO THE DESIGNER FOR
CLARIFICATION AND/OR CORRECTION PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE WORK AND COORDINATION OF ALL TRADES WITH THE GOVERNING AGENCIES, AND SHALL
PROVIDE ALL MATERIALS AND LABOR SHOWN IN THESE PLANS TO RENDER THE JOB COMPLETE. CHANGES TO
THE PLAN DURING CONSTRUCTION OTHER THAN: CABINET CHANGES WHEN NOT BEING SUPPORTED ENTIRELY BY
THE ROOF STRUCTURE, INTERIOR DOOR AND ZERO -CLEARANCE FIREPLACE RELOCATION SHOWN ON THE
APPROVE PLANS, A SINGLE NONBEARING WALL RELOCATION WHEN NOT CREATING AN ADDITIONAL ROOM, AND
INTERIOR NON-STRUCTURAL WALL FINISHES; SHALL CAUSE PLANS APPROVAL AND CONSTRUCTION
TO BE SUSPENDED, A NEW PLAN CHECK (FOR THE NEW PLAN CHANGES) WILL BE SUBMITTED FOR REVIEW
AND APPROVAL THROUGH THE COMMON PLAN CHECK PROCESS.
CALGREEN NOTES: PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CALGREEN SECTION
301.1, FOR ALL BUILDING ALTERATIONS OR IMPROVEMENTS TO A SINGLE FAMILY RESIDENTIAL PROPERTY,
EXISTING PLUMBING FIXTURES IN THE ENTIRE HOUSE THAT DO NOT MEET COMPLIANT FLOW RATES WILL NEED
TO BE UPGRADED. WATER CLOSETS WITH A FLOW RATE IN EXCESS OF 1.6 gpf WILL NEED TO BE REPLACED
WITH WATER CLOSETS WITH A MAXIMUM FLOW RATE OF 1.28 gpf. SHOWER HEADS WITH A FLOW RATE GREATER
THAN 2.5 gpm WILL NEED TO BE REPLACED WITH A MAXIMUM 2.0 gpm SHOWER HEAD. LAVATORY AND
KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 gpm WILL NEED TO BE REPLACED WITH A FAUCET
WITH A MAXIMUM FLOW RATE OF 1.5 gpm (OR 1.8 gpm FOR KITCHEN FAUCETS).
ABBREVIATIONS
NOTE:CLARIFY WITH DESIGNER ALL ABBREVIATIONS
NOT LISTED.
ONCENTER
PLYWOOD
O.D.
OUTSIDEDIAMETER
PAIR
PLAS.
AB.
ANCHOR BOLT
FLUOR.
FLUORESCENT
QUARRYTILE
ACT
ACOUSTICAL CEILINGTILE
FND.
FOUNDATION
PLYWD.
A.F.F.
ABOVE FINISHED FLOOR
F.O.B.
FACEOFBRICK
PR.
AGGR.
AGGREGATE
F.O.C.
FACEOFCONCRETE
AL.
ALUMINUM
F. S.
FULLSIZE
Q.T.
ALT.
ALTERNATE
FT.
FOOTORFEET
R
APPROX.
APPROXIMATE
FTG.
FOOTING
R.D.
ARCH.
ARCHITECTURAL
FURR.
FURRING
RE:
BD
BOARD
GA.
GAUGE
REFR..
BLDG.
BUILDING
GALV.
GALVINIZED
REINF.
REQ'D.
BILK
BLOCK
G.C.
GENERALCONTRACTOR
BLK'G.
BLOCKING
G. L.
GLASS
RM
BM.
BEAM
GR.
GRADE
R.O.
BOT.
BOTTOM
GYP.
GYPSUM
S
BTWN.
BETWEEN
GYP.BD.
GYPSUMBOARD
S. C.
B.U.R.
BUILTUP ROOFING
o
SCHED.
B. W.
BOTHWAYS
H.B.
HOSEBIBB
SECT.
V)
w
IT. C.
HOLLOWCORE
S. F.
C. J.
CONTROLJT.
H/C
HANDICAPPED
SHT.
CLG.
CEILING
HDWD.
HARDWOOD
SIM.
CLKG.
CAULKING
HDWE.
HARDWARE
SPEC.
CLR.
CLEAR
H.M.
HOLLOWMETAL
SQ.OR
C.M.U.
CONCRETE MASONRY UNIT
HR.
HOUR
S.S.
COL.
COLUMN
HT.
HEIGHT
STAGG.
HVAC
HEATING,VENTILATIONAND
STD.
CONC.
CONCRETE
PROJECT
INFORMATION
SIGN DATE: 07-10-2018
CONN.
CONNECTION
SCALE:
AIRCONDITIONING
STIFF
CONSTR.
CONSTRUCTION
1. D.
INSIDEDIAMETER
STL.
CONT.
CONTINUOUS
INSUL.
INSULATION
STRUC.
C.T.
CERAMICTILE
INT.
INTERIOR
SUSP.
TR
DEG.
DEGREE
JAN.
JANITOR
T&B
DET./DTL.
DETAIL
JNT.
JOINT
TER.
D. F.
DRINKING FOUNTAIN
JST.
JOIST
T&G
THK.
DAG.
DIAGONAL
KITCHEN
T/
DIA. %C
DIAMETER
KIT.
TYP.
DN.
DOWN
DS.
DOWNSPOUT
LAB.
LABORATORY
DWG.
DRAWING
LAM.
LAMINATE
U.O.N.
LAV.
LAVATORY
E
EAST
LT.
LIGHT
VCT
(E)
EXISTING
VER
EA.
EACH
MAX.
MAXIMUM
VERT.
E. J.
EXPANSIONJOINT
MECH.
MECHANICAL
E. 1. F. S.
EXTERIOR INSULATION AND
MEMB.
MEMBRANE
W
FINISHSYSTEM
MFR.
MANUFACTURER
W/
EL.ELEV.
ELEVATION
M.H.
MANHOLE
W. C.
ELEC.
ELECTRICAL
MIN.
MINIMUM
WD.
ELEV.
ELEVATION
MISC.
MISCELLANEOUS
W/0
EVER
EMERGENCY
M.O.
MASONRYOPENING
ENCL.
ENCLOSURE
MTL.
METAL
EQ.
EQUAL
MUL.
MULLION
R
EQUIP.
EQUIPMENT
N
NORTH
F.D.C.
F. W.
EACHWAY
N.I.C.
NOTINCONTRACT
F.E.C.
E.W.C.
ELECTRIC WATER COOLER
NO.
NUMBER
EXP.
EXPANSION
NOM.
NOMINAL
EXT.
EXTERIOR
F.A.
FIREALARM
N.T.S.
NOTTOSCALE
A SECTION:
A3 SECTIONLETTER
SHEETNUMBER
tA3
DETAIL:
DETAILNUMBER
SHEETNUMBER
ODOORNUMBER
OWINDOWTYPE
PLASTER
O.C.
ONCENTER
PLYWOOD
O.D.
OUTSIDEDIAMETER
PAIR
OH.
OVERHEAD
00
OPG.
OPENING
QUARRYTILE
OPP.
OPPOSITE
RISER PCT.
ROOFDRAIN P. L.
REFERTO... P.LAM
REFRIGERATOR F.E.
REINFORCED
REQUIRED
ROOM
ROUGHOPENING
SOUTH F. F.
SOLIDCORE
SCHEDULE IN.
SECTION F. L.
SQUAREFOOT FLR.
SHEET F. D.
SIMILAR
SPECIFICATION FDN.
SQUARE
STAINLESSSTEEL
STAGGERED
STANDARD
STIFFENER
STEEL
STRUCTURAL
SUSPENDED
TREAD
TOPAND BOTTOM
TERRAZZO
TONGUE&GROOVE
THICK
TOPOF
TYPICAL
UNLESSOTHERWISENOTED
VINYLCOMPOSTIONTILE
VERIFY
VERTICAL
WEST
WITH
WATERCLOSET
WOOD
WITHOUT
PRE -CAST
PROPERTYLINE
PLASTIC LAM I NATE
FIRE EXTINGUISHER
FINSHFLOOR
FINISH
FLOWLINE
FLOOR
FLOORDRAIN
FOUNDATION
CENTERLINE
PLATE
FIRE DEPARTMENT CONNECTION
FIRE EXTINGUISHER CABINET
F.H.C. FIRE HOSE CABINET
ARCHITECTURAL SYMBOLS
44 SHEETLAYOUTDESIGNATION
Al VIEWNUMBER
SHEETNUMBER
COLUMNGRID
CENTERLINE
i
IfI
CASEWORK
12
4
ROOFSLOPEINDICATION
3 EXTERIORELEVATION:
A5 ELEVATIONLETTER
SHEETNUMBER
INTERIORELEVATION:
ELEVATIONLETTER
SHEETNUMBER
ROOMNUMBER
ELEVATIONTAG
1
R ISION
PROPERTYHNE
I
N
W E
NORTH DESIGNATION
S
1 "DN.
CHANGEINELEVATION
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COVER SHEET &
PROJECT
INFORMATION
SIGN DATE: 07-10-2018
DATE:
3/26/2018
SCALE:
AS NOTED
DRAWN BY:
B. N.
CKD BY:
PROJECT #: 201711006
A-1
LEGEND
WALLS
NOTE: NO NEW LANDSCAPE PROPOSED
I�
/ I
`v I
10'CUPERTINO SANITARY
I�
DIST. EASEMENT �� I
Q° I�
�-
P �
A\O
O°
P
ALL THE TREES ARE EXISTING
'- 4' OAK TREE
& NOT INSIDE THE PROPER To
AIN
(E) OAK
TO REMAIN
(E) OAK
TO REMAIN
(E) 25' OLIVE TREES TO
REMAIN
(E) OAK
TO REMAIN
d
d
ALL THE TREES ARE EXISTING
& NOT INSIDE THE PROPERTY
(E) 55' PINE TREES TO REMAIN
10'CUPERTINO SANITARY
DIST. EASEMENT
5' CITY OF SAN JOSE SANITARY
SEWER EASEMENT
EXISTING 1ST FLOOR SITE/ROO
(E) HOUSE
FOOTPRINT
IW
I a_
l0
I
ICL
I
I
°°
I
I
I
I
I
2ND FLOOR I
DECK LINE
2`ID FIL 4
izINEI
d
138 SQ.FT. OF 2ND FLOOR HOUSE AREA
TO BE CONSIDERED IN LOT COVERAGE
6' CALCULATIONS
0
I
I
I
(E) 7'-0" HIGH WOOD FENCE- NO
CHANGE
I
I
"WATER WH
-RCHANGE
I
H
— EXISTING SANITARY
CLEANOUT (NO CHANGE)
I
U2
F ND FLOOR LINE
0 . . . . . .
(E) GAS METER -NO CHANGE
— — °—
v ° a
v I
4 d d
(E) DRIVEWAY d 4 d
NO CHANGE 4 v
v d
v d d I
4 v
d v 4
d d v 4 v I
v v d d d 4 c
v
d4 d v v
d
l'M v 4 d v d d I
v v 4 4
d �
d d
v d d I
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v 4 v I
a 4
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v Q d d 4 n
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v
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v v I�
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v
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4a
Q d
33.1 EE
0 -
FING PLAN
RESIDENTIAL LANDINGS & THRESHOLDS SECTIONS R311.3 &
R311.7.6
8311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS.
THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF
EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL
NO BE LESS THAN THE DOOR SERVED. EVERY LANDING
SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES
MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR
LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO
EXCESS 1 /4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2
PERCENT
R311.3.1 FLOOR ELEVATIONS AT REQUIRED EGRESS DOORS.
LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOORS
SHALL NOT BE MORE THAN 1 1 /2 INCHES LOWER THAN THE
TOP OF THE THRESHOLD. EXCEPTION: THE EXTERIOR
LANDING OR FLOOR SHALL NOT BE MORE THAN 7 3/4"
INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED TH
DOOR DOES NOT SWING OVER THE LANDING OR FLOOR.
ALL THE TREES ARE EXISTING
& NOT INSIDE THE PROPERTY.-
(E)
ROPERTY
(E) OAK
TO REMAIN
(E) 25' OLIVE TREES TO REMAIN
(E) OAK
TO REMAIN
(E) OAK
TO REMAIN (N) LANDING
LANDING NJ
ALL THE TREES ARE EXISTING
& NOT INSIDE THE PROPERTY
(E) 55' PINE TREES TO REMAIN
4
d
10'CUPERTINO SANITARY
DIST. EASEMENTPV
PX
X\40/0
/
Q° /
\O /
0/0
(E) 20'-24' OAK TREE/
TO REMAIN
O/
10'CUPERTINO SANITARY
DIST. EASEMENT
SANITARY NOTES.
• Construction debris, paint, and waste from the construction
shall not be discharged to sanitary sewer
• 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
24"x36" SCALE: 1" - 10'-0" 1 5' 1° 21,1 2 1 PROPOSED 1ST FLOOR SITE/ROOFING PLAN
49'-10"
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PROPOSED LOCATION OF
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61 SQ.FT. OF 2ND FLOOR DECK AREA
TO BE CONSIDERED IN LOT COVERAGE
CALCULATIONS
69 SQ.FT. OF 2ND FLOOR HOUSE AREA
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CALCULATIONS
24"x36" SCALE: I" = 10'-0" 0" 5' 10' 20'
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SCALE: AS NOTED
DRAWN BY: B.N.
CKD BY:
PROJECT #: 201711006
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SIGN DATE: 07-10-2018
DATE: 3/26/2018
SCALE: AS NOTED
DRAWN BY: B.N.
CKD BY:
PROJECT #: 201711006
LEGEND
WALLS
NOTE: NO NEW LANDSCAPE PROPOSED
(E) 25' OLIVE TREES TO
(E) 20'-24' OAK TREES TO REMAIN
(E) FURNACE SERVING THE
2ND FLOOR AREA IS IN THE
ATTIC -NO CHANGE
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LINE -TO 1
BRAKE
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W/ 200 -AM
(E) 25' OLIVE TREES'
(E) 20'-24' OAK TREES TO REMAIN
NOTE: A PRIVACY WAIVER HAS BEEN OBTAINED
FOR THIS SIDE. SIGNED FORM HAD BEEN
SUBMITTED DURING PRELIMINARY DESIGN
REVIEW.
PROPOSED LOCATION OF (N)FURNACE TO
SERVE 1 ST FLOOR AREAS
(E) FLOOR LEVEL OF STORAGE AREA TO
BE RAISED TO MATCH WITH THE (N) DECK
FLOOR LEVEL.
(E) FURNACE SERVING THE
2ND FLOOR AREA IS IN THE
ATTIC -NO CHANGE
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OWNERS ON 1075 AND 1081 MILKY WAY.
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SIGN DATE: 07-10-2018
DATE: 3/26/2018
SCALE: AS NOTED
DRAWN BY: B. N.
CKD BY:
PROJECT #: 201711006
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SIGN DATE: 07-10-2018
DATE: 3/26/2018
SCALE: AS NOTED
DRAWN BY: B. N.
CKD BY:
PROJECT #: 201711006
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1: 641 SQ. FT.
2: 58 SQ. FT.
3: 62 SQ. FT. -_
4: 28 SQ. FT.
5: 984 SQ. FT.
6: 319 SQ.FT '- ' _ '
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8: 92 SQ. FT.
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SIGN DATE: 07-10-2018
DATE: 3/26/2018
SCALE: AS NOTED
DRAWN BY: B.N.
CKD BY:
PROJECT #: 201711006
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A=4
PROPOSED 1ST FLOOR D I AG RAM 11 "x36" SCALE: 1/4" l' -O" 2' 4' 8'
11"x17" SCALE: 1/2" = 1'-0"
PROPOSED 2ND FLOOR DIAGRAM
2F- FLOOR AREA CALCULATIONS
1:
2:
3
887 SQ. FT.
5 SQ. FT.
29.7 SQ. FT.
4:
224.56 SQ. FT.
5:
103.32 SQ. FT.
6:
165 SQ. FT
7:
4.8 SQ. FT
8 x 2:
9:
10:
1 SQ. FT.
9 SQ. FT.
0.07 SQ. FT.
11:
3 SQ.FT.
TOTAL: 1432 SQ. FT.
24"x36" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/2" = 1'-0"
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SIGN DATE: 07-10-2018
DATE: 3/26/2018
SCALE: AS NOTED
DRAWN BY: B.N.
CKD BY:
PROJECT #: 201711006
A=5
P❑RTI❑N OF EXI
TO ME BE REM❑
ALLOW ADDITI❑R
SEE SHEET A-8
PORTION OF THIS OPENING
EXISTING FIRST FLOOR PLAN
LEGEND
(E) WALLS TO REMAIN
(E) WALLS TO BE REMOVED
24"x36" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/2" = 1'-0"
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SIGN DATE: 07-10-2018
DATE: 3/26/2018
SCALE: AS NOTED
DRAWN BY: B.N.
CKD BY:
PROJECT #: 201711006
A=6
1
RESIDENTIAL LANDINGS & THRESHOLDS SECTIONS R311.3 & R311.7.6
R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS.
THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF
EACH LANDING SHALL NO BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A
MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS
SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCESS 1/4 UNIT VERTICAL IN 12 UNITS
HORIZONTAL (2 PERCENT)
R311.3.1 FLOOR ELEVATIONS AT REQUIRED EGRESS DOORS.
LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOORS SHALL NOT BE MORE THAN 1 1/2 INCHES
LOWER THAN THE TOP OF THE THRESHOLD. EXCEPTION: THE EXTERIOR LANDING OR FLOOR SHALL
NOT BE MORE THAN 7 3/4" INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR
DOES NOT SWING OVER THE LANDING OR FLOOR.
FLOOR PLAN NOTES:
BATHROOMS & KITCHEN:
22" MIN SHOWER DOOR CLEARANCE
TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS. CEMENT BOARD SUBSTRATE FOR SHOWER WALLS.
LAVATORY FACETS TO HAVE A FLOW RATE OF 1.5 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1)
WATER CLOSETS TO HAVE A FLOW RATE OF 1.28 GALLONS/FLUSH OR LESS. (CALGREEN 4.303.1)
CEMENT BOARD SUBSTRATE (IE. DUROCK OR WONDERBOARD.ETC) FOR TILE APPLICATION SURROUNDING THE BATH TUB WALLS.
KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1)
SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A NONABSORBENT
SURFACE TO HEIGHT NOT LESS THAN 6 FEET ABOVE THE FLOOR PER CRC R307.2.
MULTIPLE SHOWERHEADS: COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE
SHALL NOT EXCEED 2.0 GPM @ 80PSI OR ONLY ONE SHOWER OUTLET IS TO BE IN OPERATION AT A TIME. (CALGREEN 4.303.1.3.2)
FAUCETS (CALGREEN 4.303.1.4)
RESIDENTIAL LAVATORY FAUCETS (CALGREEN 4.303.1.5)
ALL HOSE BIBBS INSTALLED SHALL BE PROTECTED BY AN APPROVED NON -REMOVABLE TYPE BACK FLOW PREVENTION DEVICE.
BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS, ETC., SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF
OPENABLE EXTERIOR OPENINGS W/AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA W/MIN. OF 1-1/2 SQ.FT. OR 5 AIR CHANGES PER
HOUR.
WALL SURFACE BEHIND CERAMIC TILE OR OTHER FIN. WALL MATERIALS SUBJECT TO WATER SPLASH SHALL BE CONSTRUCTED OF
MATERIALS NOT ADVERSELY AFFECTED BY WATER. (APPROVED WR GYP. BD. INSTALLED ACC. TO C.B.0 4712.)
PRIOR TO BUILDING FINAL INSPECTION AN 'APPLIANCE CERTIFICATE', SIGNED BY THE INSTALLER OR GEN. CONTRACTOR, SHALL BE POSTED
IN A CONSPICUOUS LOCATION.
TUB/SHOWER AND WATER CLOSET REQUIREMENTS:
THE MIXING VALVE IN A SHOWER (INCLUDING OVER A TUB) SHALL BE PRESSURE BALANCING SET AT A MAXIMUM 120 DEGREE F. THE
WATER -FILLER VALVE IN BATHTUBS/WHIRLPOOLS SHALL HAVE A TEMPERATURE LIMITING DEVICE SET AT A MAXIMUM OF 120 DEGREE F. THE
WATER HEATER THERMOSTAT CANNOT BE USED TO MEET THESE PROVISIONS. (CPC 408.3, 409.4)
NEW OR RECONFIGURED SHOWER STALL SHALL BE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES, BE CAPABLE OF
ENCOMPASSING A 30 INCH DIAMETER CIRCLE. ANY DOORS SHALL SWING OUT OF THE ENCLOSURE HAVE A CLEAR OPENING OF 22 INCHES
MINIMUM. (CPC 408.5, 408.6)
SHOWER STALLS AND BATHTUB WITH SHOWER HEADS INSTALLED, SHALL HAVE WALLS FINISHED WITH A NON-ABSORBENT SURFACE FOR A
MINIMUM OF 6 FEET ABOVE FLOOR. (CBC 1210 AND CRC R307.2)
THE WATER CLOSET SHALL HAVE A CLEARANCE OF 30 INCHES WIDE (15 INCHES ON CENTER) AND 24 INCHES IN FRONT) (CPC 402.5).
WHERE THE WATER CLOSET (OR OTHER PLUMBING FIXTURE) COMES INTO CONTACT WITH THE WALL OR FLOOR THE JOINT SHALL BE
CAULKED AND SEALED TO BE WATERTIGHT. (CPC 402.2)
WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER
SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GPM AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO
ALLOW ONLE ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME.
WINDOW REPLACEMENT REQUIREMENTS:
FENESTRATION (WINDOWS) SHALL BE LOW E AND DUAL PANE; AND A MAXIMUM U FACTOR OF
0.32 AND A MAX. SHGC OF 0.35. (2013 TITLE 24 ENERGY STANDARDS)
EMERGENCY EGRESS WINDOWS (BEDROOM ESCAPE WINDOW) SHALL HAVE A MINIMUM OF 5.0
SQUARE FEET OF CLEAR OPENING ON GRADE LEVEL FLOOR AND 57 SQUARE FEET ON
SUBSEQUENT FLOORS; AND A MINIMUM CLEAR OPENING WIDTH OF 20 INCHES AND HEIGHT OF 24
INCHES. (CRC 310)
GLAZING SHALL BE TEMPERED IF: (CRC R308) LOCATED IN THE WILD LAND URBAN INTERFACE
AREA, LOCATED LESS THAN 60 INCHES MEASURED VERTICALLY, ABOVE WALKING SURFACE OF
SHOWER/TUB/STEAM ROOF, ETC., LOCATED IN HAZARDOUS LOCATIONS AS INDICATED PER CRC
R308.4.
PROVIDE A FALL PREVENTION DEVICE IF THE OPENING IS LOCATED MORE THAN 72 INCHES ABOVE
THE FINISHED GRADE AND THE LOWEST PART OF CLEAR OPENING IS LESS THAN 24 INCHES
ABOVE FINISHED FLOOR. (CRC R312.2)
PROPOSED FIRST FLOOR PLAN
24"x36" SCALE: 1/4" = 1'-0" 0" 2' 4 8'
11"x17" SCALE: 1/2" = 1'-0"
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SIGN DATE: 07-10-2018
DATE: 3/26/2018
SCALE: AS NOTED
DRAWN BY: B. N.
CKD BY:
PROJECT #: 201711006
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PROPOSED 2ND
9'-10" 2'-11" 2'-6" 17'-3" 3'-3" 9'-10" 2'-11" 2'-6" 17'-3" 3'-3"
FLOOR PIAN
35'-9" 35'-9"
SIGN DATE: 07-10-2018
DATE: 3/26/2018
SCALE: AS NOTED
DRAWN BY: B.N.
CKD BY:
PROJECT #: 201711006
A=8
EXISTING 2ND FLOOR P LAN 24"x36" SCALE: 1" = 10'-0" 5' 10' 20, 2 PROPOSED 2ND FLOOR P LAN
24"x36" SCALE: 1" = 10'-0" 0 5 10' 20'
11"x17" SCALE: 1" = 20'-0" 1 m m 11"x17" SCALE: 1" = 20'-0" Emol
EXISTING FRONT ELEVATION (NO CHANGES) 24"x36" SCALE: 1/4" = 1'-0" 0" 2' 4' 8' I 3 I
1 1 "x 17" SCALE: 1/2" = l'—O"
EEEVAT ONS NOTES:
PROVIDE TWO LAYERS OF TYPE "D" UNDERLAYMENT AT STUCCO WALLS WHERE THE
STUCCO IS APPLIED OVER PLYWOOD SHEATHING.
NO EAVE VENTS ARE ALLOWED WHERE SHEAR TRANSFER IS REQUIRED AT FRIEZE BLOCK.
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CKD BY:
PROJECT #: 201711006
A-1 0
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CKD BY:
PROJECT #: 201711006
A-1 2
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WINDOW REPLACEMENT REQUIREMENTS:
FENESTRATION (WINDOWS) SHALL BE LOW E AND DUAL PANE; AND A MAXIMUM U—FACTOR OF
0.32 AND A MAX. SHGC OF 0.35. (2013 TITLE 24 ENERGY STANDARDS)
EMERGENCY EGRESS WINDOWS (BEDROOM ESCAPE WINDOW) SHALL HAVE A MINIMUM OF 5.0
SQUARE FEET OF CLEAR OPENING ON GRADE LEVEL FLOOR AND 57 SQUARE FEET ON
SUBSEQUENT FLOORS; AND A MINIMUM CLEAR OPENING WIDTH OF 20 INCHES AND HEIGHT OF 24
INCHES. (CRC 310)
GLAZING SHALL BE TEMPERED IF: (CRC R308) LOCATED IN THE WILD—LAND URBAN INTERFACE
AREA, LOCATED LESS THAN 60 INCHES MEASURED VERTICALLY, ABOVE WALKING SURFACE OF
SHOWER/TUB/STEAM ROOF, ETC., LOCATED IN HAZARDOUS LOCATIONS AS INDICATED PER CRC
R308.4.
PROVIDE A FALL PREVENTION DEVICE IF THE OPENING IS LOCATED MORE THAN 72 INCHES ABOVE
THE FINISHED GRADE AND THE LOWEST PART OF CLEAR OPENING IS LESS THAN 24 INCHES
ABOVE FINISHED FLOOR. (CRC R312.2)
KITCHEN REMODEL REQUIREMENTS: (2016 CA CODE REQUIREMENTS):
KITCHEN DOORS LEADING FROM GARAGE SHALL BE 1-3/8" THICK SOLID WOOD OR HONEY COMB
STEEL DOORS OR 20 MINUTE FIRE—RATED DOORS EQUIPPED WITH SELF CLOSING AND SELF
LATCHING DEVICES. (CRC R302.5.1).
MINIMUM OF 50% OF TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING SHALL BE
HIGH EFFICACY. (TITLE 24 BUILDING ENERGY EFFICIENCY STANDARDS 150.0 (K))
MINIMUM 30 INCHES CLEARANCE REQUIRED ABOVE KITCHEN RANGE, EXCEPT WHERE 24 INCHES IS
ALLOWED PER CODE OR MANUFACTURER'S SPECIFICATION. (CMC 916.1.2)
DOMESTIC DISHWASHING MACHINE SHALL NOT BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM
OR FOOD WASTE DISPOSER WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON THE
DISCHARGE SIDE OF THE MACHINE. (CPC 807.4)
HOUSEHOLD COOKING APPLIANCES SHALL HAVE VERTICAL CLEARANCE ABOVE THE COOKING TOP
OF NOT LESS THAN THIRTY (30) INCHES TO COMBUSTIBLE MATERIAL OR METAL CABINETS.
EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH A
BACK DRAFT DAMPER PER CMC SECTION 504.1.
ALL RECEPTACLES SHALL BE GFCI PROTECTED AND TAMPER RESISTANT (TR).
RECEPTACLES SHALL BE LOCATED SO THAT NO POINT IS MORE THAN 24 INCHES FROM A
RECEPTACLE OUTLET MEASURED HORIZONTALLY ALONG THE WALL.
RECEPTACLES SHALL BE LOCATED NO MORE THAN 20 INCHES ABOVE COUNTERTOP.
ON THE DISCHARGE SIDE OF THE DISHWASHER PROVIDE A LISTED AIR GAP FITTING. LISTED AIR
GAPS SHALL BE INSTALLED WITH THE FLOOD LEVEL (FL) MARKING AT OR ABOVE THE FLOOD
LEVEL OF THE SINK OR DRAIN BOARD WHICHEVER IS HIGHER PER SECTION 807.4.
REQUIRED LIGHTING NOTES:
ALL LIGHTING TO BE HIGH EFFICACY (I.E. PIN BASED CFL; PULSE START MH, HPS, GU24
SOCKETS OTHER THAN LEDS, LED LUMINAIRES WITH INTEGRAL SOURCE, ETC) CEC TABLE 150.OA.
SCREW BASED PERMANENTLY INSTALLED LIGHT FIXTURE MUST CONTAIN SCREW—BASED JAB
(JOINT APPENDIX 8) COMPLIANT LAMPS. JAB COMPLIANT LIGHT SOURCES MUST BE MARKED AS
JAB—2016" OR "JA8 2016 E" CEC 150.0(K)G.
ALL JAB COMPLIANT LIGHT SOURCES IN THE FOLLWOING LOCATIONS ARE CONTROLLED BY
VACANCY SENSORS OR DIMMERS.
1) CEILING RECESSED DAM LIGHT LUMINARIES.
II) LED LUMINARIES WITH INTEGRAL SOURCES.
III) PIN—BASED. LED LAMPS (MR16, AR—III, ETC.,)
IV) GO -24 BASED LED LIGHT SOURCES.
D) AT LEAST ONE FIXTURE IN EACH BATHROOM CONTROLLED BY A VACANCY SENSOR. CEC
150(K)2J.
E) AT LEAST ONE FIXTURE IN EACH LAUNDRY ROOM CONTROLLED BY VACANCY SENSOR.
150(K)2J.
F) ALL OUTDOOR LIGHTING AS HIGH EFFICACY WITH MANUAL ON/FF SWITCH AND ONE OF THE
FOLLOWING IN ACCORDANCE WITH CEC 150.0(K)3:
1) PHOTO CONTROL AND MOTION SENSOR.
II) PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL.
III) ASTRONOMICAL TIME SWITCH CONTROL.
IV) ENERGY MANAGEMENT CONTROL SYSTEMS.
NSULATION NOTES:
AFTER INSTALLING INSULATION, THE INSULATION INSTALLER SHALL POST IN A CONSPICUOUS
LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING
THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2
53, AND THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 24, CHAPTER 2,
SUB CHAPTER 2, ART. 3. THE CERTIFICATE SHALL STATE THE MANUFACTURER'S NAME AND
MATERIALS INSTALLED 'R' VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION), THE
MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED
DENSITY FOR THE DESIRED R' VALUE. SECTION 1403(d) TITLE 24, CALC.
BUILDER SHALL PROVIDE THE ORIGINAL OCCUPANT WITH A UST OF THE HEATING, COOLING, WATER
HEATING AND LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE
BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. SEC. 1403(e) TITLE 24, CALCS.
RESIDENTIAL LANDINGS & THRESHOLDS SECTIONS R311.3 & R311.7.6
R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS.
THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH
EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NO BE LESS
THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM
DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL.
EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO
EXCESS 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT)
R311.3.1 FLOOR ELEVATIONS AT REQUIRED EGRESS DOORS.
LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOORS SHALL NOT BE
MORE THAN 1 1/2 INCHES LOWER THAN THE TOP OF THE THRESHOLD.
EXCEPTION: THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE
THAN 7 3/4" INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED
THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR.
GUARD R.
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(2) 5/8" 0 BOLT
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2x6 DECK
3/4" PRESSURE
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1/4" JDRAIN-1000
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Moisture Barrier
5/8" CDX Plywood Roof Sheathing
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1 x8 Fascia
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(N) Siding
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TO
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(N) 2X6 D.F. P.T. Mu
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ROOF SLOPE AS SHOWN ON
PROPOSED PLAN ON SHEET A-2
1/2" Sheetrock
3 1/2" Crown Molding
1/2" Sheetrock
2X6 D.F. Std & Btr. Fire Block
(N) R-13 Wall
Insulation
(E) Roof Rafters
2x6 N o . 2 AT 24"O . C .
(E) Ceiling Joists
(N) R-30 Roof Insulation
TYP. WALL INSULATION SECTION (ONLY FOR 1ST FLR. PROPOSED ADDITION)
OPENINGS SHALL N(
ALLOW PASSAGE OF 3 1/
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3 I GUARDRAIL DETAIL
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NOTES/ DETAILS
SIGN DATE: 07-10-2018
DATE: 3/26/2018
SCALE: AS NOTED
I DRAWN BY: B.N.
CKD BY:
PROJECT #: 201711006
A-1 3
CUPERTINO
PURPOSE:
2010 CALGREEN RESIDENTIAL CHECKLIST —
MANDATORY ITEMS
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(a.cupertino.org
The 2010 CalGreen Code applies to all newly constructed hotels, motels, lodging houses, dwellings,
dormitories, condominiums, shelters, congregate residences, employee housing, factory -built housing and
other types of swellings with sleeping accommodations and new accessory buildings associated with such
uses. Existing site and landscaping improvements that are not otherwise disturbed are not subject to the
requirements of CALGreen.
Project Name: 1st & 2nd FLOOR INTERIOR REMODEL
Project Address: 1077, MILKYWAY, CUPERTINO,CA 95014
Project Description: 1st & 2nd FLOOR INTERIOR REMODEL
Instructions:
1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2010 California
Green Building Standards Codes to verify and assure that all required work described herein is properly
planned and implemented in the project.
2. The licensed professional, in collaboration with the owner and the design professional shall initial Column
2 of this checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the
checklist printed on the approved plans for the project.
3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3
and sign and date Section 2 - Implementation Verification at the end of this checklist and submit the
completed form to the Building Inspector.
Column 2 Column 3
MANDATORY FEATURE OR MEASURE ProjecVerification
LReguiremLentsj
4.201.1 Low-rise residential buildings shall meet or exceed the minimum
., .1 PLANNING AND DESIGN
Planning and Design - Site Preservation
4.104.1 A site plan and inventory of the site is developed and used to minimize
4.303.1 Indoor water use shall be reduced by at least 20 percent using one of
Environmental Comfort
site disturbance in order preserve desirable existing natural resources and
❑X
minimize future adverse effects on the proposed structure.
❑X
D
Planning and Design - Site Development
4.106.2 A plan is developed and implemented to manage storm water
4.507.2. Duct systems are sized and designed and equipment is selected
drainage during construction.
As of 7/01/2011
using the following methods:
4.106.3 The site shall be planned and developed to keep surface water away
❑X
1. Establish heat loss and heat gain values according to ACCA Manual J or
from buildings. Construction plans shall indicate how site grading or a drainage
X❑
equivalent.
system will manage all surface water flows.
2. Size duct systems according to ACCA 29-D (Manual D) or equivalent.
Page 1 of 5
CalGreen_2010.doc revised 08127111
Indoor Air Quality and Exhaust
4.506.1 Exhaust fans which terminate outside the building are provided in
4.201.1 Low-rise residential buildings shall meet or exceed the minimum
❑
every bathroom.
Indoor Water Use
4.303.1 Indoor water use shall be reduced by at least 20 percent using one of
Environmental Comfort
4.507.1 Whole house exhaust fans shall have insulated louvers or covers
the follow methods.
which close when the fan is off. Covers or louvers shall have a minimum
❑X
D
insulation value of R-4.2.
El Water saving fixtures or flow restrictors shall be used per Table 4.303.2.
4.507.2. Duct systems are sized and designed and equipment is selected
ElA 20 percent reduction in baseline water use shall be demonstrated per
As of 7/01/2011
using the following methods:
Table 4.303.1.
❑X
1. Establish heat loss and heat gain values according to ACCA Manual J or
4.303.2 When using the calculation method specified in Section 4.303.1,
X❑
equivalent.
multiple showerheads shall not exceed maximum flow rates.
2. Size duct systems according to ACCA 29-D (Manual D) or equivalent.
4.504.2.4 Documentation shall be provided to verify that compliant VOC limit
As of 7/01/2011
3. Select heating and cooling equipment according to ACCA 36-S (Manual S)
4.303.3 Plumbing fixtures (water closets and urinals) and fittings (faucets and
or equivalent.
showerheads) shall comply with specified performance requirements.
❑X
INSTALLER AND SPECIAL- QUALIFICATIONS
Qualifications
As of 7/01/2011
702.1 HVAC system installers are trained and certified in the proper installation
4.304.1 Automatic irrigation systems installed at the time of final inspection
❑
of HVAC systems.
A4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
702.2 The Licensed Professional responsible to verify CALGreen compliance
4.406.1 Joints and openings. Annular spaces around pipes, electric cables,
is qualified and able to demonstrate competence in the discipline they inspect
❑X
and verify.
against the passage of rodents by closing such openings with cement mortar,
Verifications
703.1 Verification of compliance with CALGreen may include construction
Interior Moisture Control
documents, plans, specifications, builder or installer certification, inspection
4.408.2 Where a local jurisdiction does not have a construction and demolition
reports, or other methods acceptable to the enforcing agency which show
waste management ordinance, a construction waste management plan shall
X❑
substantial conformance. Implementation verification shall be submitted to the
be submitted for approval to the enforcing agency.
Building Department after implementation of all required measures and prior to
Building Maintenance and Operation
4.410.1 An operation and maintenance manual shall be provided to the
final inspection approval.
building occupant or owner.
A4.2 ENERGY
General
4.201.1 Low-rise residential buildings shall meet or exceed the minimum
standard design required by the California Energy Standards.
A4.3 WATER EFFICIENCY AND CONSERVATION
Indoor Water Use
4.303.1 Indoor water use shall be reduced by at least 20 percent using one of
Pollutant Control
the follow methods.
shall be covered during construction.
D
El Water saving fixtures or flow restrictors shall be used per Table 4.303.2.
ElA 20 percent reduction in baseline water use shall be demonstrated per
As of 7/01/2011
Table 4.303.1.
❑X
4.303.2 When using the calculation method specified in Section 4.303.1,
X❑
multiple showerheads shall not exceed maximum flow rates.
4.504.2.4 Documentation shall be provided to verify that compliant VOC limit
As of 7/01/2011
4.303.3 Plumbing fixtures (water closets and urinals) and fittings (faucets and
showerheads) shall comply with specified performance requirements.
❑X
4.504.4 Fifty (50) percent of floor area receiving resilient flooring shall comply
As of 7/01/2011
Outdoor Water Use
4.304.1 Automatic irrigation systems installed at the time of final inspection
❑
shall be weather -based.
A4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
Enhanced Durability and Reduced Maintenance
4.406.1 Joints and openings. Annular spaces around pipes, electric cables,
4.504.5 Particleboard, medium density fiberboard (MDF), and hardwood
conduits, or other openings in plates at exterior walls shall be protected
plywood used in interior finish systems shall comply with low formaldehyde
against the passage of rodents by closing such openings with cement mortar,
emission standards.
concrete masonry or similar method acceptable to the enforcing agency.
Interior Moisture Control
Construction Waste Reduction, Disposal and Recycling
4.408.2 Where a local jurisdiction does not have a construction and demolition
foundations.
waste management ordinance, a construction waste management plan shall
X❑
4.505.3 Moisture content of building materials used in wall and floor framing is
be submitted for approval to the enforcing agency.
checked before enclosure.
Building Maintenance and Operation
4.410.1 An operation and maintenance manual shall be provided to the
building occupant or owner.
Page 2 of 5 CalGreen_2010.doc revised 08127111
CALGREEN SIGNATURE DECLARATIONS
Project Name: 1st & 2nd FLOOR INTERIOR REMODEL
Project Address: 1077, MILKYWAY, CUPERTINO,CA 95014
Project Description: 1st & 2nd FLOOR INTERIOR REMODEL
SECTION 1 — DESIGN VERIFICATION
Complete all lines of Section 1 - "Design Verification" and submit the completed checklist (Columns 1 and 2) with the
plans and building permit application to the Building Department.
The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and
certify that the items checked above are hereby incorporated into the project plans and will be implemented into the
project in accordance with the requirements set forth in the 2010 California Green Building Standards Code as
adopted by the City of Cupertino.
Owner's Signature Date
Owner's Name (Please Print)
VAMSIDHAR GUNTURU & SUNAYANA GUNTURU
Design Professional's Signature Date
JF CONSULTING DESIGN & ENGINEERING
Design Professional's Name (Please Print)
Signature of License Professional responsible for CalGreen compliance Date
Name of License Professional responsible for CalGreen compliance (Please Print) Phone
Email Address for License Professional responsible for CalGreen compliance
SECTION 2 — IMPLEMENTATION VERIFICATION
Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section
2 to the Building Department prior to Building Department final inspection.
I have inspected the work and have received sufficient documentation to verify and certify that the project identified
above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of
the 2010 California Green Building Standards Code as adopted by the City of Cupertino.
Signature of License Professional responsible for CalGreen compliance Date
Name of License Professional responsible for CalGreen compliance (Please Print) Phone
Email Address for License Professional responsible for CalGreen compliance
Page 4 of 5 CalGreen_2010.doc revised 08127111 Page 5 of 5
CalGreen_2010.doc revised 08127111
A4.5 ENVIRONMENTAL
Fireplaces
4.503.1 Install only a direct -vent sealed -combustion gas or sealed wood -
burning fireplace, or a sealed woodstove.
Pollutant Control
4.504.1 Duct openings and other related air distribution component openings
shall be covered during construction.
4.504.2.1 Adhesives, sealants and caulks shall be compliant with VOC and
other toxic compound limits.
4.504.2.2 Paints, stains and other coatings shall be compliant with VOC limits.
❑X
4.504.2.3 Aerosol paints and other coatings shall be compliant with product
X❑
weighted MIR Limits for ROC and other toxic compounds.
4.504.2.4 Documentation shall be provided to verify that compliant VOC limit
finish materials have been used.
4.504.3 Carpet and carpet systems shall be compliant with VOC limits.
❑X
4.504.4 Fifty (50) percent of floor area receiving resilient flooring shall comply
with the VOC-emission limits defined in the Collaborative for High Performance
Schools (CHIPS) Low -emitting Materials List or be certified under the Resilient
Floor Covering Institute (RCFI) FloorScore program.
4.504.5 Particleboard, medium density fiberboard (MDF), and hardwood
plywood used in interior finish systems shall comply with low formaldehyde
OX
emission standards.
Interior Moisture Control
4.505.2 Vapor retarder and capillary break is installed at slab on grade
foundations.
OX
4.505.3 Moisture content of building materials used in wall and floor framing is
checked before enclosure.
Page 3 of 5
CalGreen_2010.doe revised 08127111
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CAL GREEN
CHECKLIST
SIGN DATE: 07-09-2018
DATE: 3/26/2018
SCALE: AS NOTED
DRAWN BY: B. N.
CKD BY:
PROJECT #: 201711006
A-1 4