Approved plans RM-2018-17.pdfCUPERTINc
Case #
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Community Development Department
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Case #
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Community Development Department
PI nning Division -Cupertino
APPROVED
ALR M1'8A 7 ALT PATION5 THAT PPOP05F AN INCP,EA5E IN TNF CONPITIONEP VOLUMF OF THE PF5IPFNCF MU5T MFET
WWIAA*u §*%FE5 OF TNF 2016 CALIFOPNIA 6FFEN PULPING COPE MANPATOPY FEQUIPEMENf5,
IBo'
DI Da
4,305,1 INPOOP, WATT 1]5E / WATFP, CON5FPVIN6 PLUMBING FIXFUPF5 ANP FITTIN65
r ill lx:, ,,.,, 4:,.,._-.,_1..e1q9e1i65 to a single family residential propertq, existinq plumbing fixtures and fittings in the entire house that
YrAw eef. purr(lrl+, flow ra e-, will nand +,n he upgraded)
PLUMI5M5TM5 (WATEP C05Ef5 ANP UPINAL5) ANP FITTIN65 (FAUCFT5 ANP 5HOWFP, HFAP5) 5HALL COMPLY WITH TNF
FOLLOWING;
x},505,1,1, Water closets. Shall not excess 1.28 GPF ( Gallons Per Flush). tank- tgpe water closets shall be certified to performance criteria
of the U.5. FPA water sense specification,
4,505,1,2 Urinals. Shall not exceed .5 GPF
4,505,2,5, 51howerhead5,
1 Shall have a max flow rate of 2,0 6PM at 80 psi, 51howerhead5 shall be certified to the performance criteria of U5 FPA Water Sense
Specifications,
2, Multiple 51howerhead5 5ervinq one Shower, the combined flow rate for all showerheads and/ or other shower outlets controlled bq a single
valve shall not exceed 2,0 GPM at 80 psi. or the shower shall be designed to allow onlq one shower outlet to be in operation at a time,
NOTE; A hand- held shower be considered a showerhead,
+305,1 + Faucets
1, Pesidential lavatory faucets. The max flow rate of residential lavatorq faucets shall not exceed 1.2 GPM at, 60 psi. The min flow rate of
residential lavatory faucetsshall no be less than .8 6PM at 20 psi
2. Lavatory faucets in common and public use areas. ( Outside of dwellings or sleepinq units) Shall not exceed 5 GPM at 60 psi.
5, Metering Faucets, When install in residential buildings shall not deliver more than .25 Gallons Per Cycle,
-4, Kitchen Faucets. Shall not exceed 1.8 GPM at 60 psi. / Kitchen Faucets may temporarily increase flow rare, but not exceed 2.2. GPM and
MA default to 1.8 GPM
* Aerators or other means of flow reduction may comply.
CA, GPFEN 5FCTION 4.4081. / CAL 6FFFN 5FC11ON 4.408.2. CON5TPUCfION WA5TE MANAGEMENT
A CON5TPUC110N WA5TE MANAGFMFNT PLAN 5HALL IN PLACF ANP BE UPPATEP A5 NECF55VY ANP 5HA1 13E AVAILABLE PUP,ING
CON5TPUCTION FOP, FXAMINATION BY FNFOPCING AGENCY IN CONFOPMANCF WITH ITEM5 I THPOUGH 5.
1, IPEN1TY THF CON5TPUCTION ANP PFMOLITION WA5TE MATFPIA,5 TO PF PIVI P,PtP FPOM P15PO5AL PY PFCYCLING, PFU5E ON
TNF PP,OJECT OP, 5ALVA6F FOP, FUTUP,E U5F OP, 5&1E
2. 5PECIFY IF CON5TPUCfION ANP PFMOLITION WASTE MATEPIAL5 WILL 9 50PtP ON 51TF ( 50UFCE-5EPAPATEP) OP, BULK
MIXFP (51N6LF 5TPFAM)
5, IPENTIFY PIVFP,510N FACIL111F5 WHEP,F THF CON5TPUCfION ANP PFMOLIfION WA5TE MATEPIAL5 WILL PF TAKEN
+ IDENTIFY CON5TPUCTION MFTHOP5 FMPLOYFP TO P,EPUCF THF AMOUNT OF CON5TPUCTION ANP PFMOLITION WA5TE
6%N P,ATFP
5. 5PFCIFY THAT THF AMOUNT OF CON5TPUCfION ANP PFMOLIfION WA5TE MATEPIAL5 PIVEPTFP 5HALL BE CALCULATFP BY M16HT
OP VOLUMF, BUT NOT BY BOTH
P, CAL GP,EFN 5FCTION x},507,2 HFATING ANP ATP,- CONPITIONING 5Y5TEM PF516N,
DUCT 5Y5TFM5 APF 51ZEP, PF516NFP ANP EQUIPMFNf 15 5FLFCSP PEP5FCfION 4507,2, HVAC 5Y5TEM IN5TALLFP,5 MU5f BF
TP�AINFP ANP CEPTIFIFP ANP 5PFCIAL IN5PECfOP,5 EMPLOYED BY THF FNFOP,CIN6 AGFNCY MU5T BF QUALIFIFD,
CAL GPEFN 5ECTION x},_h06,1, PU"VILITY / POPENf PP,OOFIN6
ANNULAP 5PACF5 APOUNP PIPE5, FLFCTPICAL CA3LF5, CONPUIT5 OP, OTHFP, OPFNIN65 IN 5OLF / BOTTOM PLATF5 AT FXtPIOP
WA1,L5 5HALL BE PPOTECTEP A6AIN5f THF PA55AGE OF POPFNf5 BY CL051N6 5UCH OPFNINC45 WITH CEMENT MOPfAP, CONCPFTE
MA5ONP,Y OP, 51MILAP MFTHOP ACCFPTA3LF TO THF ENFOPCl% AGENCY,
CAL GPFFN 5FCTION 4504,1 POLLUTANT CONTP.OL / COVFPING OF PUCE OPENIN65 ANP PPOTFC110N OF MECHANICAL
EQUIPMFNT PUP,ING CON5TPJCVON
AT THE TIME OF POU6H IN5f&LATION, PUPING 5TOP,16F ON THF CON5fPUCfION 51TE ANP UNTIL FINAL 5TAPTUP OF HFATING,
COOLIN6 ANP VFNfILATING EQUIPMENT, ALL PUCE ANP OTHFF P,FLFVANf AIPP15TPIPUTION COMPONENT OPFNIN65 5HALL BE
COVEPFP WITH TAPE, PLA5fIC, 5HEFf METAL OP, OTHFP, MFTHOP5 ACCFPTAPLE TO THF FNFOPCING AGFNCY TO P,EPUCF THE
AMOUNT OF WAtF, PU5f ANP PFBPI5, WHICH MAY FNTEP, 111F 5Y5TEM,
CAL GPFFN 5FCTION 4,504,21, POLLUTANT CONTPOL / APHF51VF5, 5FALANT5 ANP CAULK5
5HALL BE COMPLIANT WITH VOC ANP OTHFF TOXIC COMPOUND LIMIT5 / PFP, CAL 61?,FFN TABLE5;
- FABLE 4,504.k APHF5IVE VOC LIMIT
- FABLE 4 50x} 2, 5FALANf VOC LIMIT
- TABLE 4,5045, VOC CONTFNT LIM1f5 FOP, A:CHITFCTUPAL COA11N65
CA, GPFFN 5FCTION 4,50423 AFP,0501L PAINf5 AND COA11N65
AFP,0501L PAINf5 ANP COATIN65 5HALL MFFT THF PPOPUCT- WFIGHTEP MIP, LIMIf5 FOP, POC IN 5ECTION 94 522( a) ( 5) ANP
OTHFP, PEQUIP,EMFNf5, INCLUDING PPOHIBITION5 ON U5E OF CFPTAIN TOXIC COMPOUND5 ANP OZONF 2FPLFI1N6 505FANCF5, IN
5ECTION 94522( c) ( 2) ANP ( J) ( 2) OF CALIFOPNIA COPF OF P,F61JLATION5, T 17, COMMENCING WITH 5ECTION 94520; ANP
IN APFA5 UNPEP THF JUP,I5PIC110N OF TNF BAY A?EA AIP, QUALIFY MANAGFMFNf 1?15TPICf APPITIONALLY COMPLY WITH PP,E5FNf
VOC BY WFI61df OF PPOPUCT LIMITS OF P,FGULATION 8, PULF x}9,
CAL 6PFFN +504.2.4. VEPIFICAfION
VFP,IFICATION OF COMPLIANCE WITH THI5 5FC11ON 5HA[,L BE PP,OVIPFP AT THF PFQUE5f OF THF ENFOPCING AGENCY,
POCUMFNfA110N MAY BE INCLUPFP, BUT 15 NOT LIMITFP TO, THF FOLLOWING;
1 MANUFACTUPF'5 PPOPUCf 5PFCIFICA110N5
2. FIELP VEPIFICATION OF ON- 51TF PPOPUCT CONTAINFP5
CAL GP,EFN 5ECTION CAPPFf 5Y5TFM5
ALL CAPPEf5 IN5fAL1,F12 IN TNF PULPING INTEPIOP, 5HALL MEFf THF TE511N6 ANP PPOPUCf PFQUIP,EMENT5 OF ONE OF THF
APPP,OVEP LAPFL5 ON CAL 61?FFN COPF
CAL 61?FFN 5FCTION 4,504,4 P,F5I1LIFNf FLOOP,ING 5Y5TEM5,
MINIMUM 80/ OF FLOOP, A:EA PTCNVING PF5ILIFNT FLOOPIN6 5HA1,L COMPLY WITH APPPOVF VOC EMI5510N5 ANP BF CFFTFY
BY AN APPPOVFD LABEL UNPEP, TH15 5ECTION
CAL GPFEN 5FCTION xI,50x1,5, COMP051TE WOOF PP,OPUCf5
HAPPWOOP PLYWOOD, PAPfICLF BOAPP ANP MFPIUM PEN5ITY FIVFP 130AP12 COMP051S WOOF PPOPUCf5 U5FP ON TNF
INTFP,IOP, OP OF TNF BUILPING 5HALL MEFf THE PFQUIPFMENT5 FOP, FOPMALPFHWIE A5 5PFCIFIEP IN APB' 5 AIP, TOXIC CONTPOL
MEA%P,F FOP, COMP051S WOOF C 17 CCP, 93120 etseq
CAL 6PEFN +5055 M015TUPF CONTENT OF PULPING MASPIAL5
PULPING MATEPIAL5 WITH V151BLF 516N5 OF WASP, PAMAGF 5HALL NOT 13F IN5TALLFD, WALL ANP FLOOF FP,AMING SHALL NOT
BF FNCL05F WHEN TNF FPAMING MFMBEP,5 EXCEFP 19/ M015TUFF CONTENT, M015TUP,E CONTENT 5HALL BE VFPIFY IN
COMPLIANCE WITH TNF FOLLOWING;
1, M015TUPF CONTENT 5HALL BE PETEP,MINEP WITH NTHFP, A PPOBF- TYW OF CONTACT- TYPE M015TUP,E FEAPFP,, FQUIVALENT
M015TUPF VFFIFICATION MM0125 MAY BF APPPOVFP BY TNF ENFOFCING AGENCY ANP 5HALL 5AT15FY P,EQUIP,EMENT5 FOUND IN
5ECTION 101,8 or TNF COPE,
2. M015TUFIE FEAPIN65 5HALL BE TAKFN AT A. 2' ( 61 Omm) TO 4' ( 1219mm) FROM TNF GP,ADE 5fAMPF12 FND OF EACH PIECE TO
BF VFFIFIEP,
AT LFA5T THPFF FANPOM M0151UPF PFAPIN65 5HALL BE PPFFOPMED ON WALL ANP FLOOD FPAMIN6 WITH POCJMFNfAfION
ACCEPTABLE TO TNF ENFOPCIN6 AGENCY PFOVIPFD AT TNF TIME OF APPPOVAL TO ENCL05F TNF WALL ANP FLOOF FP,AMING
IN51ATION PFOPUCT5 WHICH AFF V151BLY WFT OF HAVE HIGH M015TUPE CONTENT 5HALL BF PFPLACF OF ALLOWEP TO PFY PPIOF
TO FNCL05UPE IN WALL OP, FLOOF CAVITIF5, Mf- APPLIEP IN51JLAVON PPODUCf5 5HALL FALLOW TNF MANUFACTUP,E5' PAYING
P,FCOMMFN12ATION5 PP,IOP, TO %CL05E,
CAL GPFEN 5FCTION x1,506,1, BATHFOOM FXHAU5T FAN5,
EACH BATHPOOM 5HALL BF MFCHANICALLY VENfILATEP ANP IN5TALL COMPLY WITH HF FOLLOWING
1, FAN5 5HPU BE FNFF6Y 5TAPf COMPLIANT ANP BF PUCTFP TO TFPMINATF OUT5I19F THE BUILPING
2. UNLE55 FUNCTIONING A5 A COMPONENT OF A WHOLE HOU5F VENTILATION 5Y5TEM, FAN5 MU5f BE CONTPOLLED BY A HUMIDITY
CONTPOL,
- HJMIPITY CONTPOL5 5HALL BE CAPABLE OF APJU5TM%T BFTMIEN A PFLATIVF HJMIPITY PANGS OF MINU5 OP, EQUAL TO 50 7.
TO A MAX OF 807.. A HUMIPITY CONTPOL MAY UTILIZF MANUAL OP, AUTOMATIC MEAN5 OF APJU5TM%f
-A HUMIDITY CONTPOL MAY BE 5EPAMS COMPONENT TO THF FXHAU5T FAN ANP 15 NOT PFQUIPED TO BE INTEGP,AL OF BUILP-IN
CONTP.ACfOP ANP ALL 5UPCONTP,ACTOP5 5HALL E5TA3L15H ALL PUILPING LINF5, FLOOD LFVEL5, FTC., ANP 5HALL
VFP,IFY ALL 6P,APF5, CONPITION5, PIMFN51ON5, ANP PATA AT THE 51TE POOP, TO 5TAPf OF WOPK, EP,P,OP5 P,E51JLTIN6
`POM FAILUP,E TO VFPIFY ALL LAYOUT- FI6JP,F5 SHALL BE TNF P,E5PON5111LITY OF THF CONTPACTOP ANP EACH
5UPCONTP.ACTOP.
WPIffEN PIMFN510N5 TAKF PP,ECEPENCE OVEP 5CALFP PP,AWIN65, TNF CONTFACfOP, 5HALL NOTIFY TNF PF5IGNFP,
IMMFPIATELY OF ANY CONFLICT5 OP, P15CPFPANCIF5
CONTP.ACfOP, ANP ALL 5UPCONTPACTOP, 5HALL IN5TALL OP, APPLY ANP PPOTFCf ALL PI;OPUCf5, MAtPIA,5,
PPOCE55E5, MFTH005, COATIN65, EQUIPMFNT, APPLIANCF5, HApPWAPE, 50MAPF, FTC., IN 5TPICTACCOP,DANCE
WITH TNF MANUFACTUPFP' 5 5PECIFICATION5, 2FTAIL5 & IN5TPJCTION5, TYPICAL, ALL MANUA1,5 OP, IN5TPUCTION5
PP,OVIPFD PY THF5F MANUFACTUP,EP,5 FOP, THE PPOPEP, OPFI KION ANP MAINTENANCF OF TNF ABOVE APF TO BF
PELIVFP,EP TO THP OWNED AT THE COMPLFTION ANP FINAL IN5PFCTION OF THP PPOJFCT,
GFNFP\AL FLFCVIC NOTE5
I FLFCTMCAL CONVENIENCE 0111LET5 5HALL PE LOCATEP AT 12'-01' MAXIMUM APAPf, ANP NO MOPF THAN 6-011
FROM THF FDGE OF ANY WALL 51JP,FACE, PEP, THF N.F.C.
2. GFNFPAL HIGH EFFICACY LUKN615 PEFINEP TO PF MINIMUM 40 LUMEN5/ WAff, Or, 6PFATFP,,
5, HIGH EFFICACY LI6H11NG MU5T PE OPFFATED ON 5FPAFATE 5WITCH FPOM ANY OTHEP, INCANDF5CFNf OP, OTHFP,
LOW EFFICACY LIGHTING
4, ALL PFFMANFNTLY IN5fALLFP HADD WIP,ED LIGHTING MU5f BE HIGH FFFICACY LUMINAPIE5 WITH FXCEPTION5 A5
NOTED 13FLOW
A. IKIfCHFN - UP TO 507- OF TOTAL PATFP WATTAGE OF PEPMANENTLY IN5fALLFP LUMINAPIF5 MAY PF IN
LUMINAPIE5 THAT APF NOT HIGH EFFICACY PPOVIPEP THAT THF5F LUMINAPIF5 APF 5WITCHE12 5FPAP�ATFLY FPOM
HIGH EFFICACY LUMINAPIF5
P. EXTEP,IOP, LIGHTING NOT ATTACHFD TO THF BUILDING APF EXEMPT FPOM ABOVE P,FQUIP,FMFNT
5, PI?OVIPF ( 1) 20 AMP ClPCUIf FOP, PATHPOOM OUTLEf5 ANP ( 1) 50 AMP / 220V OUTLET @ LAUNPPY DOOM/ IF
DP,YFP, 15 ELECTPIC,
6. ALL 125 VOLT, I5AMP ANP 20 AMP OUTLF5 5HALL BE L15TEP TEMPFP,F-PE5INTANf PFCFPfACLF5 / PEPCFC
x}06.11
7. AL 120V 51N6LF PHA5E 15 TO 20 AMP CIPCUIf5 THAT 5UPPLY OUTLI 51N5f&LF2 IN PWFLLING UNIT FAMILY
FOOM5, PINNING P,OOM5, LIVING P,OOM5, PAP.LOP,5,13FPP,OOM5, 5UNPOOM5, CLO51 5, OP HALLWAY5 5HALL BE
PPOTECTED PY A L15SP APC -FAULT CIPCUlf INTFP,P,UPTFP,, COMBINATION TYPF, PFP, 2013 CFC AP.fICLF 210.15( A)
8. BATHPOOM OUTLI 5 APF TO BE ON A PFPICATED CIPCUlf, PFP, APfICLF 21011 (c) (5O of 200 CEC
(N) BATHFOOM P,EMOPFL TO INCLUPF
I , All electrical receptacles shall be GFCI protected,
2. Permanently Installed light fixtures in bathrooms shall be High-efficacq (fluorescent/ LFP) luminaries, Low-efficacq luminaries
are allowed if they are controlled by a manual -on occupancy sensor. Occupancy sensor must be manual on/ off and automatic
off. The maximum time delay to turn off is 50 minutes after the last detected motion, 5en5or5 cannot have an override allowing
the light fixture to be continuously on, (When new Iightinq is installed)
5, Toilet fixture clearance shall be a minimum of 2411 In front of toilet and 15" from centerline of toilet If existing conditions can
not comply, contact the Buildinq Inspection Pivision
4, 51hower compartment must have a finished interior area of not less than 1,024 square inches which shall facilitate the minimum
diameter of a50'' circle.
5, 5hower compartments and areas above bathtubs shall be finished with non-absorbent surface, a minimum of 6 feet (72 inches)
above the floor,
6. Pressure balanced or thermostatic mixinq values are required for shower and tub -shower combination plumbinq installations
Additionally, for bathtubs and whirlpool bathtubs, the maximum hot water temperature discharginq from the filler spout shall be
limited to 120 a F., the water heater thermostat shall not be considered a control for meetlnq this provision.
7. 5afetq glazing is required on windows within tub or shower area when the bottom exposed edge of the glazing Is less than 60''
inches above a standinq surface and drain inlet.
8. Ventilation is required either through natural means (operable window) or bq mechanical ventilation exhausted to the outside of
the buildinq, i.e. exhaust fan.
2016 CAL F OPN A P1� 5M NTAL COPF
2016 GPTFN 5TANbAPb5 CObI�
2016 California N iUnq Cole (TC)
2016 California Plurnbinq Cole ( CPC)
2016 Cal ifornia Mechanics Code ( CMC)
2016 California Nectrical Code
2016 California �nergq Cole (f-24)
Cupertino Municipal Code,
Project Location
OFFICE OF COUNTY ASSESSOR SANTA C L A RA COUNTY, CALIFORNIA
BOOK PACE
366 11
TIS I 362
I \ TRACT NO. 2014 TRACT NO. 1786
SPRINGARDEN UNIT NO. 2 I SPRINGARDE14 UNIT NO. 1
93-M-29 76-M-55
RAINBOW- ------ - - -DRIVE- -
a -° _
Rn
109 203. 63 27
D 9
K1- 102'x¢ 3 . Q
3 107 201 87 17 3
3
I
3 1076 200 88- 88- 3 ORANGE BLOSSOM TRACT NO. 21315-SPRINGARDEN UN. 3
O1OD-M-12 DRIVE a t6
I 7 103 199 169 A$ 0
3 (Q{ 198 90 2D 3 A
1 3 103 197. 190 110 3 g
3 _3 /W 196 191 LLi 0
W W
PARC � L VP
HOME ADDITION & REMODEL AT
EDARA RESIDENCE
;8920 5F
124-N-17
L/KIVt--6--j
e ¢TRACT
; 16 5F
to
'
3 L01 195 ! 192 112 C 2
"3e
'B's ea , Ko , m ca , m , ° , so eo so °a , ® , so , eo
1°9OL 16A sJ� ' ' ']L5
Habitable 5pace 4 Bdr - -5 Bthr,
NO. 2016
PRINGARDEN UN
II
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_________}_______,_
C N)
114 1s i/3?i 1/6ai )mai 1181 1/9 i jTOsi 121�ii 123 12<_1^I (Z¢I 127
fZ-;-LJ100
.4
124-M-16
door Area Ratio %
r -
194yi 193t.ra6 2
O
174 173 172 171 i 170 169 16B 1 167 166 165 164 163 162 161
C N)
CC
49 3
a
r"deaf
Clawrim
134 1 135 1 136 1 137 1 138 139 i 140 i 141 1 142 i 143 144 145 i 146 i.R
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RiRi8a>¢7 $$16<$1 163§1 f62 1 161$1 160 f399 (3821 137$, 13fi 133 f3<=1 1530
Ne
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A TN 88-NORMP_N Y HILLS UN.
--NORMANDY-- �C O' 28 � -nn 17 1 --WAYS
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HOME ADDITION & REMODEL AT
EDARA RESIDENCE
VICINITY MAP
RROJ�Cf 12ATA
(F) ZONING
band Use
ARN
OCCUPANCY
FX15IH6 CONb1110N5
LOT ARBA;
Allowable door Area Ratio - % 4
;R 1-6
;Re5 bow 1-5
:366-11 -02
;R�/ U
Single family{ homebedrooms / 2 bathroom
6,000 5F Per 5urver{,1
2, 0 5F
(F) Habitable 5pace 3 Bdr - 2 Bthr,
(�) Attached Garage
(F) inclosed horche
(�) Area of the building
(F) door Area Ratio
(�) Coverage (�ave5 Footprint)
( F) Coverage
(F) Building Height
1,258 5F (Public Records)
504 5F ( Public Records)
15 5F
1,180 51' (Per 5urveq)
219,4
2,09B 5F
�'0
161
RROR05Fb CONbIrI0N5; ( R) 5irigle family home / 4 bedrooms / 2,5 bathroom
C N) LIVING
;8920 5F
C N)
inclosed Porche
; 16 5F
CN)
ALTMON
"3e
C N)
Habitable 5pace 4 Bdr - -5 Bthr,
; C 1282+ 892) - 2174 5F
C N)
-I ealherwood Dr `
5F 1
C N)
Area of the buildinq
; C 1282+,908+ 43) -2,623,0 5
C N)
door Area Ratio %
r -
C N)
O
; 2,958 5F
C N)
Coverae %
49 3
a
r"deaf
Clawrim
CC XP: 19 __0
CIS �Q t
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OF
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rn
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-
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7656 Rainbow Drive
Do
7 min drive - horne
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VICINITY MAP
RROJ�Cf 12ATA
(F) ZONING
band Use
ARN
OCCUPANCY
FX15IH6 CONb1110N5
LOT ARBA;
Allowable door Area Ratio - % 4
;R 1-6
;Re5 bow 1-5
:366-11 -02
;R�/ U
Single family{ homebedrooms / 2 bathroom
6,000 5F Per 5urver{,1
2, 0 5F
(F) Habitable 5pace 3 Bdr - 2 Bthr,
(�) Attached Garage
(F) inclosed horche
(�) Area of the building
(F) door Area Ratio
(�) Coverage (�ave5 Footprint)
( F) Coverage
(F) Building Height
1,258 5F (Public Records)
504 5F ( Public Records)
15 5F
1,180 51' (Per 5urveq)
219,4
2,09B 5F
�'0
161
RROR05Fb CONbIrI0N5; ( R) 5irigle family home / 4 bedrooms / 2,5 bathroom
C N) LIVING
;8920 5F
C N)
inclosed Porche
; 16 5F
CN)
ALTMON
;908 5F
C N)
Habitable 5pace 4 Bdr - -5 Bthr,
; C 1282+ 892) - 2174 5F
C N)
Attached Garage
5F 1
C N)
Area of the buildinq
; C 1282+,908+ 43) -2,623,0 5
C N)
door Area Ratio %
; 451
C N)
Coverage ( �ave5/ Overhang Footprint)
; 2,958 5F
C N)
Coverae %
49 3
Maximum �iM�inqHe1qht
1
; 281
RAWN6 Nb�X 5CNI�bULF
AO ( F) TTLF PAGE
C0N5TP1'UCf'0N TYPE
TM V - B FIRT 5PRINU5; YF5
R00F MAMA, PRF5MNM 5HIN6L�5 LH IMS
FX1'F,RIOR Mlb 5TUCCO
5CM 0r WORK
APPMON 908 5F fir
C N) Master Bathroom, C ue5t Bedroom, cl o5et, ( N)
Office, ( N) 2 Bath, ( N) Laundry{, C N) Porch
*- ( R) Garage 431,6 5F
*- ( R) Master Bedroom, ( R) Walk in cl o5et,
All ( N) cabinets & fixtures / plumbing / electrical
/ mechanical per code
Install ( N) fankle55 Water heater
RF MOM l N6 249 5F in total
General Notes
fOPOGPAPN C 5UPWY`
Al5
T� PLAN & PPOJFCf ANALYS 5
A2
(F) FL00, PLAN & (�) �L�V1' ON5
A3
( N) F1,00P PLAN
A4
(N) P00F PLAN
A51
( N) Ff?ONf & PTV 1�1,LVAfVN5
A512
(N SPF FLI�V1`ON5
A6
(N) 51�CfON5
C0N5TP1'UCf'0N TYPE
TM V - B FIRT 5PRINU5; YF5
R00F MAMA, PRF5MNM 5HIN6L�5 LH IMS
FX1'F,RIOR Mlb 5TUCCO
5CM 0r WORK
APPMON 908 5F fir
C N) Master Bathroom, C ue5t Bedroom, cl o5et, ( N)
Office, ( N) 2 Bath, ( N) Laundry{, C N) Porch
*- ( R) Garage 431,6 5F
*- ( R) Master Bedroom, ( R) Walk in cl o5et,
All ( N) cabinets & fixtures / plumbing / electrical
/ mechanical per code
Install ( N) fankle55 Water heater
RF MOM l N6 249 5F in total
General Notes
See Coverage calculations on Sheet A2.
Date
June 2018
Scale
AS NOTED
0
Planning Review Comments
8/1/18
No.
Revision/Issue
Date
QppFESS/p�
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CD C 77273 rrnn
CC XP: 19 __0
CIS �Q t
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OF
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
TITLE PAGE
ADDITION & REMODEL FOR
EDARA RESIDENCE
7656 RAINBOW DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
AO
Date
June 2018
Scale
AS NOTED
tUPERTII
EM
Case
Appr(
Appr(
Signa
ommunity Development Department
Planning Division — Cupertino
+a APPROVED
RM -2018-17
Application Number(s)
)v D I Body: Director / Staff
,v a I Dat 09/17/18
toe F-Ilen Yau
Case Manager --
Al -6
6"
8"
�.R
° a
8„
4
A1-8
6"
12"
8"
1.00'
R=0.08 R=0.08
0.33'
Level Line
TYPE E (MOUNTABLE DIKE)
611
11-1 24
Pavement flush
6" 1-2" or variable with gutter
R= t/2"
4
R=1/2� Qo °
00
po0 °000 o OoaO
'4" Class fl Agg. base
A2-6
2 4"
° Rd 112a r 2" or variable
14" a
4 s Re 1/2"1--
14
/2"1--e4 0
R=1 4 ° °
4 0
12(3 �0 ° < X%%0 o 00 0
4" Class If Agg. base
An n
12"
J
6" 1 1" 6
12" 24"
R=6"
R=12"
R=1/2 0 T
OQL 00 0
700as7sll
p
Agg. base
1„ TYPE E � 6"
6" ��= ;P /4"
Epoxy to r Epoxy to 12"
Ex. Surface U Ex. Surfoce
Z/2" ongitudinal bar
EXTRUDED CURB 1/2 dowel, minimum 8" length, 4' spacing A.C. DIKE
A3-6 A3 -6R A3 -6D
CITY OF CUPERTINO APPROVED BY
STANDARD DETAILS
CITY iIMIGN
#
REVISED 3/9 i
ATE: 1-15
TREE
P HIGH FENCING
TYPICAL TREE P
ROTECTION FENCING
TYPICAL BARK PROTECTION NOT TO SCALE
NOT TO SCALE
1. Prior to any construction operations contractor shall construct and maintain, for each protected tree on a construction site, a protective fencing
which encircles the outer limits of the critical root zone(CRZ) of the tree to protect it from construction activity. The CRZ is calculated 1.25 feet
times the diameter of the hunk measured in inches 4.5 feet above the natural grade).
2. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior construction activity at the
site has been completed.
3. Protective fencing shall be at least six (6) feet high, clearly visible, and shall have a tree protection sign affixed to the fence every twenty (20)
feet in such a manner to be clearly visible and legible to workers on the site at a distance of twenty-five (25) feet. The sign(s) shall read "Tree
Protection Zone Keep out".
4. The owner shall cause the required fencing and signage to be installed and maintained for the duration of the construction.
5. In situations where a protected tree remains in the immediate area of intended construction and the tree may be in danger of being damaged by
construction equipment or other activity, the contractor or subcontractor shall protect the tree with 2"x4" lumber encircled with wire or other
means that do not damage the tree. The intent is to protect the trunk of the tree against incidental contact by large construction equipment.
6. Material Storage: No storage or placement of materials intended for use in construction or waste materials accumulated due to excavation or
demolition shall be placed within the limits of the critical root zone of any protected tree.
7. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including, without limitation, paint, oil, solvents, asphalt,
concrete, mortar or similar materials deposited or allowed to flow into the critical root zone of a protected tree.
8. Tree Attaclunents: No signs, wires or other attachments, other than those of a protective nature, shall be attached to any protected tree.
9. Vehicular Traffic: No vehicular and/or construction equipment traffic or parking shall take place within the critical root zone of any protected
tree other than on existing street pavement.
10. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, excavators, skid steer tractors, trenchers, compressors,
and hoists, shall be allowed inside the drip -line of any protected tree on any construction site.
11. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any protected tree unless adequate protective
construction methods are approved in advance in writing by the city.
12. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed within the limits of the critical root zone of
a protected tree, unless expressly permitted by the public works Dept
13. Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or other excavation shall be cut off square
with a sharp medium tooth saw and covered with natural fiber burlap within two hours of initial exposure.
14. All public sidewalks shall remain open, tree and clear for public access, unless closure is permitted by the Public Works Department.
TREE PROTECTION STANDARDS
REVISED 5/13
6-4
TABLE
Residential Single Double
Single Family
Multiple
16'
18'
22'
24'
Scale
AS NOTED
Commercial
one way
Two Way
min20'
max 24'
min 24'
max 32'
WEAKENED PLANE —
JOINT OR CUT
JOINT 1/8" WIDE,
2" DEEP ON 8' O.C.
2'
Pavement to be
flush with lip of
gutter
SIDEWALK
CONSTRUCTION
JOINT
PARK STRIP
SF- v
NOTES:
1. Concrete driveways not mandatory in
industrial zones when sidewalks not constructed.
2. Score marks not to exceed 4'-0" O.C. Use
mechanical separator at every other score mark.
3. Finish to be light broom.
4. Sidewalk to be replaced when new driveway is
placed.
5. Edge of driveway shall be a minimum of 4'
from property line.
6. Cross slope shall be 1.5%. In no case shall cross
W = Width slope exceed 2%.
2 I _ W/2 _ _ 4.5' or variable _
Deep score Deep score Cross slope: 1.5% —
or cold 2% Max
5/8 Lip Joint W.-77--
a a�Ca a a
o ,
Commercial and industrial driveways
shall have straight slope to
SECTION A - A
6 commercial or Industrial w/
#4 Rebar 18" O.0 both ways
5" residential
4" Class II Agg.
base material
with a 95% relative
compaction
DRIVEWAY DETAIL - DETACHED SIDEWALK
REVISED 6/2016
CITY OF CUPERTINO APPROVED BY:=' �- DATE: Z`1 11� 1-20
STANDARD DETAILS TY GINEER
General Notes
NOTES:
1. See site Plan and Project Data on Sheet Al
Scale
AS NOTED
0
Planning Review Comments
8/1/18
No.
Revision/Issue
Date
o OFESS/o
``�����P
z
C/Drn
Lu C 77273 rrn
cr_ Exp:6/30/2019 X
Ci �Q 1
F
OF
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
STANDARD DETAILS & CONDITIONS OF APPROVAL
ADDITION & REMODEL FOR
EDARA RESIDENCE
7656 RAINBOW DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
A-1.1
Date June 2018
Scale
AS NOTED
'CUPERTINC
Case #
Appro�
Appro-�,
SignatL
community Development Department
PI nning Division -Cupertino
APPROVED
RM -2018-17
Application Number(s)
I Body: Director / Staff
I Dat 09/17/18
re k1len Yau
Case Manager
E) 48.0' ±
' Non
Conforming 1
Setback S89046'44.00"W 60.0'
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/1 m
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Gas M(bter
v.i.f
5% Slope min
See note 3
below -n
0
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See PW
Note 3
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6
Public Service Easement
Un
forming
Setback
See PW
Note� I
I
Conc. Sidewalk
S89°46'44.00"W 60.0'
o v
N Gr en Space
0
0
w
CD
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IT
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0
WATER
METER
CNote
See PW
N ____ _ ___ --------LOC =0.0' Note
RAINBOW DRIVE
-----------------------------------------L-•--•--•-- -
�(N) 9.3' (N) 23.7' ± (N) 20.9' .8'
Setback Conforming
(N) SITE PLAN Setback
SCALE: 1/8" = 1'-0"
PW Notes:
1. Remove (E) Driveway & replace with City Standard curb and gutter, Detail 1-16.
2. Install (N) Driveway Approach (18' wide max.) per City City Standard Detail 1-20.
3. Remove & replace broken or uplifted curb, gutter and side walk.
4. Remove the brick planter at (E) Planter Strip
Impervious Area Calculation C @ 20' Front Yard)
C �) Conc Priveway - 418 5P
C N) Walkway & Porch ( in Front Yard) - 92 5P
Front Yard Area - 1200 5,1'
Front Yard Impervious Area - 510 5,F,
Impervious Area - 42,5 < 50
0
PROJFCf ANALY515
N5TING CONbIION5
LOf AF�A
Allowable Floor Area Ratio - 7-45
Allowable Coveraqe % 50
5ingle famil ho / 3 bedrooms / 2 bathroom
6,000 5F Per 5urvey,
2,70 1
�, 000 0 5F
C �) Habitable 5pace 31Jr - 2 l thr,
C �) Attached Garage
C �) Fnclosed Porche
C �) Area of the bu!IJ inq
C �) F 1 oor Area Ratio
C �) Coverage ( Paves Footprint)
C �) Coverage
1,258 5F C Public Records)
504 5F ( Public Records)
15 5F
1,780 5F (Per 5urvey)
yo 29.7
2,098 5F
Allowable Puildinq Height I story buildings / Up to 24'H
PFOPO51�b CON121110N5 C F) Single family home / 4 bedrooms / 3 bathroom
C N) LIVING :892,0 5F
C N) �rcl osed Porch 16 5F
C N) Abnh'ION C1282
C N) Habitable Space; 4 Nr,- 31 thr, =2114C F) Attached Garage N) Area of the building
C N) Moor Area Fatio %
C N) Coverage ( haves/ Overharlq Footprint) 2,958 5F
C N) Coverage % 49,5
Allowable Puildinq Height - I story buildings / Up to 24'H
G � n nnv rncl, Porch - I6 7,r,
LV/
1
0
FAIL CALCULATIONS
^
L ITT:
C' i FT;
AREA (SF:
1. Contractor to field verify that new addition including
1 ID 1
2
20.20
B
Agency.
1 _5
49.50
Provide swales with min 1 % gradient on side yards.
J
27 6
11366-510
D (N, Condition s pBI_e
'0 7
U1
1812 60
ADDITION (LIVING )= A B+C+H
908
from the foundation and towards landscaped area on the lot.
Any existing downspouts that connect directly to the storm drain system
shall be disconnected and directed towards landscaped areas
9. (E) Trees at planter strip shall remain. Tree protection shall be
installed per City Standard Detail 6-4.
El 8
20 it
til E
Fyl
'�l ii
1 I_y 0 r
GAP -AGE =E+F
433
A
41-1
124 8
S
17_1
'f
L 4
E HOME
E
ENCL R=�H
82
PROPOSED
202
43.7
General Notes
See Floor plans on Sheet A3.
See Roof plan on Sheet A4.
See Notes and Specifications on Sheet Al.
NOTES:
1. Contractor to field verify that new addition including
Porch area is within the setbacks specified on the drawing.
2. Contractor shall field locate existing sewer line and connection thereo
New Sewer line shall be provided as per codes and Local Agency's
requirements. Contractor shall coordinate this construction with Local
Agency.
3. Slope grade away from foundation 6" in 10' (5% min) for drainage at
new additions. 2% min grade can be provided at impervious surfaces.
Provide swales with min 1 % gradient on side yards.
On site drainage to be directed through landscaping on the property
and not onto neighboring properties.
4. All (E) Trees shall remain.
from
ractor sha" remove concrete the planter strop.
6. Coordinate location of (N) AC Unit with the Owner.
Provide T-0" min Setback from all property lines. Install as per
manufacturer's instructions. Concrete pad shall be 6" high max.
7. All setbacks to new addition shall be as indicated on the plans and
shall comply with Cupertino Municipal code.
8. Splash blocks shall be installed at all to direct the roof water away
from the foundation and towards landscaped area on the lot.
Any existing downspouts that connect directly to the storm drain system
shall be disconnected and directed towards landscaped areas
9. (E) Trees at planter strip shall remain. Tree protection shall be
installed per City Standard Detail 6-4.
10. Property Owner will be required to record a hold harmless agreement
prior to final occupancy
Planning Review Comments
8/1/18
No.
Revision/Issue
Date
Q�pFESS/pN
P R. Sys
z
CD C 77273 m
Exp:6/30/2019 Za
*
s�qr CIV. Q
F
OF
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
SITE PLAN, PROJECT ANALYSIS
ADDITION & REMODEL FOR
EDARA RESIDENCE
7656 RAINBOW DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
Al
Date
June 2018
Scale
AS NOTED
Case
Appr(
Appr(
Signa
ommunity Development Department
Planning Division — Cupertino
+a APPROVED
RM -2018-17
Application Number(s)
►v I Bod : Director/ Staff
,v I Dat 09/17/18
Ilen Yau
Case Manager
-------------------------------------------------
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(E) FIRST FLOOR PLAN
SCALE: 1/4" = 1'
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(E) Home 11 (E) Garage 11
(E) FRONT NORTH ELEVATION
SCALE: 1/8" = 1'
(E) Composite roof
12
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—(E) stucco
(E) Home (E) Garage
(E) SIDE/ EAST ELEVATION
SCALE: 1/8" = 1'
(E) Composite roof
12
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-- (E) stucco
(E) Home
(E) REAR SOUTH ELEVATION
(E) Garage
SCALE: 1/8" = 1'
to match exist
12
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stucco
(E) Home
(E) SIDE/ WEST ELEVATION
SCALE: 1/8" = 1'
-------•
General Notes
Sheet
A ^
Date
June 2018
L
Scale
AS NOTED
Z
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No.
Revision/Issue
Date
Q�pFESS/oN
>~ w
p, R.
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CD C 77273 m
W
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(E) Home
(E) SIDE/ WEST ELEVATION
SCALE: 1/8" = 1'
-------•
General Notes
Sheet
A ^
Date
June 2018
L
Scale
AS NOTED
Planning Review Comments
8/1/18
No.
Revision/Issue
Date
Q�pFESS/oN
p, R.
CD C 77273 m
Exp:6/30/2019
��q7. CIVIL Q v►
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
(E) FLOOR PLAN & (E) ELEVATIONS
ADDITION & REMODEL FOR
EDARA RESIDENCE
7656 RAINBOW DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
A ^
Date
June 2018
L
Scale
AS NOTED
¢yT.l1�
Case #
Appro�
Appro-�,
SignatL
ommunity Development Department
PI nning Division — Cupertino
APPROVED
RM -2018-17
Application Number(s)
Director / Staff
09/17/18
lien Yau
Case Manager
B
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WALL Ll�GFNP
�xiAinq 2 x4 @ 16"o c, studwall to remain.
New 20 studwalls
�xistinq wall to be removed,
A
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(IN) r l K5 I r LUUK FLAIN
LANPIN6 NOT�5
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 not be less than the door served, �verq 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 exceed % unit vertical in 12 units horizontal ( 2 -percent) C
3l 15)
Floor elevations at required egre55 doors, Landings or floors at the required egress doors shall
not be more than I %inches lower than the top of the threshold,
Exception The exterior landinq or floor shall not be more than 7 74 n inches below the top of the
threshold provided the door does not swinq over the landing or floor, (t?31113,1)
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MOVIM PWATP �f?ACING ANP tMPOPAf?Y 5UPPOPf, M,
2-W P, U05�T`5 5H&L 1�f UOCAtP IN A CSM, 5PAC� THAT' 15 W' ��A5T 30' WIPE ( 15" MIN
TO CMTFf?) WITH 24" CSW IN pr'OHf'
3-51-VMP,5 ANP U WALL5 TO �F FIN15HFP WITH CMN1' PLA5V, MF OF APPPOVFP FQUAL TO
A NFIGNT' OF NO' LF55 THAN 1211 A[30VF THF PLAIN INL�f,
4-5NOMP,, ANP WIC-5NOMV COMNATION5 5H&L �f PVOVIPFP WITH INPIVIPU& CONTPUL
VAM5 OF TIF PP�55UPT PAUANC� 01P, 1`N� 1"NFPMO51'AT`IC MIXING VAM TYP�,
5-W,I?, GYP, SPI 15 NOT' PFUIMP A5 WCKING AT 5NOMF ANP TUP/ 5NOM1? WA15, ''PUFOCK''
OI? OTH- V APPf?OVFP aMMITIOU5 PACK V 13OAVP 5NOULP �f U51�P IN5T�AR
6-�MFP,6FNCY F5CAPF ANP I?1�5CIUF OPFNIN65 5H&� P� PPOVIP�P IN FV�PY 5LF�PIN6 BOOM ANP 5HA�L OPEN
PII?�CTLY INTO A PUWIC WAY, OIP, TO A YAPP OIP, COUPT THAT Op�1\15 TO A PUP�IC WAY, MINIMUM OPFNIN6 I5 2411 IN
H%HT ANP 20" IN WIPT-I WITH A NFf C��AIP, OPENING OF 51 5Q,pf, PIKN5101\1 5W&L P� TH� P1�51T OF NOPM&
OP�P,AVON OF THS OP�NINGI THS �O'TOM OF THF OPENING 5HA1 NO' 9 OVFIP, 44" A�OV� THF FIN15HFP FLOOIP,
PSI? CI?C I?3I0
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8-AXP,1�55 NU0fP, ON THS �UILPING 5HOlP P� C�FAp�Y Vl%FPOM APJACFNf 5TP,�� " OP POAP CPC 51�CfION
I?319,1
9-&G�A55 �OCATP WITHIN 18" OF `BOOP, 24" OF A 1200P, 01? �OCATF,P WITHIN 60" OF FLOOI? Af [�A1 KUI 5,
WNII,�POO�5, 5HOMV5, 5AUNA5, 5tAM P?OOM5 OIP, HO' TU�5 51-1&1� �F T�MF�PlP PFI? I?30&43
5CH�PUL� OF P001?5
Poop NPP
51ZF
9F5CI?IP10N
PI *-
31-011 x 6' -8"
nsulated fiberglass door w/ 18'' wide sidel ite and 12'' high transom
P2*
161-0 11 x I'-01
Steel Garage Poor
5' -0" x 6' -8"
Vinyl French Poor
P4
2'-611 x 6' -8''
embossed panel wd door
P5
2'-411 x 6' -81'
embossed panel wd door
P6
2'-011x 6'-B''
Embossed panel wd door
97
4' -0" x 6' -8"
51 id incl Closet door
1?8
2'-8 11 x 6' -81'
Solid core 20 min self closinq & self latching fire rated door
I Anq glazinq within the door shall be tempered glass
5CH�PULF OF WIN1?0W5
WINDOW TYpr�'(-
51ZL
P�5C1?IPTION
WI
41-011 x 5' -011
51hding Window with screen
W2
5'-0" x 5' -0"
Sliding Window with screen
21-611 x 5'-011
5ingle Hung Window with screen
W�
51-011x 1' -6''
510inq Window with screen
W5
21-611 x 5'-011
Casement Window Ogress)
W6
21-611x 5'-011
p fixed Window
Notes;
1, Al Windows shall be as per Owner's choice.
2*, Window shall be of tempered ( safetq) glass,
31 Contractor shall check openinq sizes prior to construction,
4. Header height is 6-811, Match Existing, UNO
5, Contractor shall coordinate with Homeowner to provide window grids,
General Notes
Sheet
/� 3
Date
June 2018
//�
Scale
AS NOTED
0
Planning Review Comments
8/1/18
No.
Revision/Issue
Date
QppFESS/pN
R.
GO
GO Z
CD C 77273 m
* Exp:6/30/2019
`o CIVI\-
OFCA —,—
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
(N) FLOOR PLAN
ADDITION & REMODEL FOR
EDARA RESIDENCE
7656 RAINBOW DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
/� 3
Date
June 2018
//�
Scale
AS NOTED
Case #
Appro�
Appro-�,
Signatl,
ommunity Development Department
Planning Division — Cupertino
APPROVED
RM -2018-17
Application Number(s)
I Bod : Director/ Staff
I Dat 09/17/18
Hen Yau
Case Manager
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(P:\ f mmnncitn Chinnlo Rnnf
(N) ROOF PLAN
SCALE: 1/4" = 1'
GI Gutter O/ 2 x
Fascia
)mposite 50 year Class A roof
12
match 1 5
exist
outs as
ROOF SPECIFICATIONS:
1. SPECIFICATION: 50 years Class 'A' composition roof
2. COLOR: Match existing
3. UNDERLAYMENT: 40 Ib felt or better
4. APPLICATION: As per manufacturer's specification
VENTILATION NOTES:
1. A MINIMUM OF 1" SHALL BE PROVIDED BETWEEN THE INSULATION AND
ROOF SHEATHING WITH ADEQUATE CROSS VENTILATION FOR VAULTED
CEILING.
2. THE ATTIC ACCESS SHALL BE MINIMUM OF 22" X30".
A 30" MIN. CLEAR HEAD ROOM SHALL BE PROVIDED ABOVE THE ATTIC
ACCESS.ATTIC ACCESS SHALL BE LOCATED AT READILY ACCESSIBLE
LOCATION.
3. MECHANICAL VENTILATION SHALL NOT BE LESS THAN 6 AIR CHANGES
PER HOUR TYPE. THE POINT OF DISCHARGE
SHALL BE AT LEAST 3' FROM AN OPENING INTO THE BUILDING. THE
EXHAUST VENT SHALL BE EQUIPPED WITH BACK -DRAFT DAMPER TO
COMPLY WITH ENERGY REGULATIONS. (R806)
4. CALIFORNIA FRAMING TO BE CROSS VENTILATED.
SEE SHEET S2
General Notes
Sheet
A w
/„\ 4
Date
June 2018
Scale
AS NOTED
Planning Review Comments
8/1/18
No.
Revision/Issue
Date
,e0ES8 o
R. s
cr)���O��P
z
rn
E5 C 77273 rrnn
cc Exp:6/30/2019
CP CIS �Q l
FOF
\_,, ...
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
(N) ROOF PLAN
ADDITION & REMODEL FOR
EDARA RESIDENCE
7656 RAINBOW DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
A w
/„\ 4
Date
June 2018
Scale
AS NOTED
cuPeRru
EM
Case
Appr(
Appr(
Signa
ommunity Development Department
Planning Division — Cupertino
as APPROVED
RM -2018-17
Application Number(s)
)v D I Body: Director / Staff
,v a I Dat 09/17/18
toe Ellen Yau
Case Manager
Ridge @
Porch
(LVL
4
Lf
Cy
F. G.
Additional Notes:
1. Contractor shall provide and install spark arrestor.
2. Exterior Plaster/Stucco:
a) Weather resistive barriers shall be installed as required in Section R703.2 and, where applied
over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a
performance at least equivalent to two layers of Grade D paper (R703.6.3)
b) Plastering with Portland cement plaster shall not be less than three coats when applied over
metal lath or wire lath and shall be not less than two coats when applied over masonry,
concrete, pressure -preservative treated wood or decay -resistant wood as specified in Section
R317.1 or gypsum backing (R703.6.2).
c) A minimum 26 ga. galvanized corrosion -resistant weep screed with: (R703.6.2.1)
1) A minimum vertical attachment flange of 3-1/2 inches provided at or below the foundation
plate line at all exterior walls.
2)The screed shall be placed a minimum of 4 inches above earth or 2 inches above paved
area.
INTERIOR WALL FINISH:
DRYWALL: All walls and Ceilings shall have a light texture as selected
by Owner U.N.O.
Color: As selected by Owner.
Notes: All base boards, window sills, etc, shall be painted, typical U.N.O.
1. Bathroom shall have a semi -gloss
oil based paint, verify with owner.
2. Painting Contractor shall paint a 2' x 2'
area for owner's approval of color.
MILLWORK:
Color: As selected by the owner.
(LVL : 16.85'±) (N) Ridge
5.8' side setback
klN) vlllcC/Llvnly I. kINJruIGII I k1=/ Vdlelyu i
Note: Address number shall be plainly legible and visible from the 1
adjacent access street or road. The numbers need to contrast with
their background, and be a minimum of 4" high, with a minimum
stroke of 1/2". (CRC 319.1)
(N) FRONT NORTH ELEVATION
(E) Home
(N) REAR SOUTH ELEVATION
25° —
❑0
5.9' side setback
EXTERIOR FINISH SPECIFICATIONS:
1. Roof material:
(E) Ridge -r
2. Fascia:
2x Fascia, see eave detail, typical.
a
3. Gutters
x
Color shall match fascia.
4. Downspouts:
26 gauge G.S.M. downspouts
0
prime and paint downspouts to match adjacent color
O
26 gauge flashing and counter flash all penetration at roof
Revision/Issue
4" min. lap, 6" min. side lap.
Qp,OFESS/pN
Lf)
(LVL
1st coat #1722 Kel Guard galvanized iron primer,
LU C 77273 m
2nd coat #1240 Acry Shield acrylic flat finish.
6. Stucco Siding:
zlry
OF
LCL
X LU
~IW ~
W
>_
LU
-I>�
+I
LU Q
U')
< 100
(
VL: 1.85'±) I T.0.S.F.
F. G. (L
L : 0.4'
5.8' side setback
klN) vlllcC/Llvnly I. kINJruIGII I k1=/ Vdlelyu i
Note: Address number shall be plainly legible and visible from the 1
adjacent access street or road. The numbers need to contrast with
their background, and be a minimum of 4" high, with a minimum
stroke of 1/2". (CRC 319.1)
(N) FRONT NORTH ELEVATION
(E) Home
(N) REAR SOUTH ELEVATION
25° —
❑0
5.9' side setback
EXTERIOR FINISH SPECIFICATIONS:
1. Roof material:
Class A - 50 Year Composition Shingles
2. Fascia:
2x Fascia, see eave detail, typical.
Color: Match existing.
3. Gutters
26 gauge G.S.M. gutters, typical
Color shall match fascia.
4. Downspouts:
26 gauge G.S.M. downspouts
0
prime and paint downspouts to match adjacent color
5. Flashing:
26 gauge flashing and counter flash all penetration at roof
Revision/Issue
4" min. lap, 6" min. side lap.
Qp,OFESS/pN
Paint to match adjacent color, where exposed, with,
1st coat #1722 Kel Guard galvanized iron primer,
LU C 77273 m
2nd coat #1240 Acry Shield acrylic flat finish.
6. Stucco Siding:
Match existing, uno.
OF
Color: Match existing, uno.
INSULATION SCHEDULE: (See T24- Calculations on sheet T24-1 & T24-2)
1. R19 at Perimeter / Exterior Walls of Conditioned Space.
2. R19 at Floor over crawl spaces.
3. R-38 at flat attic, R38 at vaulted ceiling.
Notes:
(b) Insulation shall meet " California Energy Commission", (C.E.C.)
(c) All insulation shall be firmly attached as per C.E.C. standards.
(d) Use Fiberglass Insulation.
Items as Selected by Owner:
Appliances, cabinets, plumbing fixtures and accessories,
floor coverings and light fixture
�-- ELEVATION KEYNOTES
1, 50 YEAR CLASS A COMP SHINGLE ROOF
MATCH EXISTING COLOR
2. JELD- WEN OR EQUIVALENT VINYL WINDOW WITH WHITE FINISH
3, MAHOGANY ENTRY DOOR W/ GLAZING PER DOOR SCHEDULE
4. 3 COAT $" THICK STUCCO OVER WIRE MESH O/ 2 LAYER GRADE D
BLDG. PAPER OVER STRUCTURAL PANEL, FINISHED W/ 2 COATS
OF PAINT, COLOR- TBD
5. 4" FOAM STUCCO TRIM W/ 2 COATS OF PAINT, COLOR - TBD
6. STONE VENEER - COLOR- TBD
7, 16' WIDE GARAGE DOOR- CLOPAY -WHITE OR ALMOND COLOR W/ WINDOW
8, UNDER -FLOOR VENT
9. CONCRETE LANDING
10. STUCCO SCREED
General Notes
See Floor plans on Sheet A3.
See Roof plan on Sheet A4.
See Notes and Specifications on Sheet Al.
AS NOTED
0
Planning Review Comments
8/1/18
No.
Revision/Issue
Date
Qp,OFESS/pN
R. Sys
LU C 77273 m
cc Exp:6/30/2019 X
(P cry �Q i
F
OF
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
(N) FRONT & REAR ELEVATIONS
ADDITION & REMODEL FOR
EDARA RESIDENCE
7656 RAINBOW DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
A5.1
Date
June 2018
Scale
AS NOTED
CUPERTINC
Case #
Appro-,.
Appro-�,
Signatt
-ommunitY p p Development Department
Planning Division — Cupertino
APPROVED
RM -2018-17
Application Number(s)
I Bod : Director / Staff
I Dat 09/17/18
e k1len Yau
Case Manager
(E) Ridge
+I
00
I
LID
(LVL_ 9.9'±)T — — — T P
LL. W Z LU
EE F
LU > (n U)
CDI
+I 00 L LJ Q
I
T.O.S.F.
F.G. (LVL :,0.4'±) r,(LVL: 1.85'±)
(N) Ridge at Porch
0
(E) 8'-0" Plate Height, v.i.f.
X0000 0000 o000 o000
(N) Gas Meter
15'-0
Cont. (E)"Plate Height
1
(N) Addition
"-' (Nj S1DE/ EAST ELEVATION
(N) RidgE
---- 7
® ImI®I mIII®
im�m nub
-------------
--------------------
----------------------- J
to v
N)Porch
2- (LVL: 16.85'±)
X
Q
75
0
I
ti
T.P.
U
Ridge (L L : 16.85'±)
Ridge
X
+I <
00 -
O
ti
T.P. (LVL : .9'±)
.. LL
>
z LU LU
> L.1_
X o� > LU
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L0 L()
I
� 07
T.0.S.F.
0000 0000 0000 0000
— — —
(LVL: 1.85'±)
F.G. (L L: 0.4'±)
4
(N) Addition (E) Garage �, (N) Laundry 1, (E) Home I,
(N) SIDE/ WEST ELEVATION
General Notes
See Floor plans on Sheet A3.
Ll
Li
X0000 0000 o000 o000
(N) Gas Meter
15'-0
Cont. (E)"Plate Height
1
(N) Addition
"-' (Nj S1DE/ EAST ELEVATION
(N) RidgE
---- 7
® ImI®I mIII®
im�m nub
-------------
--------------------
----------------------- J
to v
N)Porch
2- (LVL: 16.85'±)
X
Q
75
0
I
ti
T.P.
U
Ridge (L L : 16.85'±)
Ridge
X
+I <
00 -
O
ti
T.P. (LVL : .9'±)
.. LL
>
z LU LU
> L.1_
X o� > LU
o LU EO Q +I +I
L0 L()
I
� 07
T.0.S.F.
0000 0000 0000 0000
— — —
(LVL: 1.85'±)
F.G. (L L: 0.4'±)
4
(N) Addition (E) Garage �, (N) Laundry 1, (E) Home I,
(N) SIDE/ WEST ELEVATION
General Notes
See Floor plans on Sheet A3.
See Roof plan on Sheet A4.
See Notes and Specifications on Sheet Al.
AS NOTED
0
Planning Review Comments
8/1/18
No.
Revision/Issue
Date
o,OESS/ON
q
z
w C 77273 rn
cc Exp:6/30/2019 _rJ
CIV
F
OF
Seema Shenvi, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
(N) SIDE ELEVATIONS
ADDITION & REMODEL FOR
NARRAVULA RESIDENCE
1154 SCOTLAND DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
A5.2
Date Feb 2018
Scale
AS NOTED
tUPERTII
EM
Case
Appr(
Appr(
Signa
ommunity Development Department
Planning Division — Cupertino
+a APPROVED
RM -2018-17
Application Number(s)
►v I Bod : Director/ Staff
,v I Dat 09/17/18
tine k1len Yau
Case Manager
X
Q
75
(N) RIDGE
(E) Ridge
X
Q
+I
O 00
ti L0 —
(E/N)T.P.
Im
(N) CLG LVL
(N) 3 Coat 7/8" Stucco, painted to match exist
CDX Plywd sheathing
2x4 Studs @ 16" o.c.
R-15 F.G. insulation. See T24 Calculations
1/2" gyp bd finish, painted
(N) Floor Finish
CDX Plywd she
2x Joist @ 24" c
R-19 F.G. insul<
Typ @ (N) Addii
BUILDING SECTION
BUILDING SECTION
(N) 3 Coat 7/8" Stucco, painted
CDX Plywd sheathing
2x4 Studs @ 16" o.c.
R-15 F.G. insulation. See T24 Calculations
1/2" gyp bd finish, painted
at 2' above FFL
General Notes
See Floor plans on Sheet A3.
See Roof plan on Sheet A4.
See Notes and Specifications on Sheet Al.
Scale
AS NOTED
0
Planning Review Comments
8/1/18
No.
Revision/Issue
Date
QROFESS/O
CIO���O��P
z
w C 77273 rrn
cr_ Exp:6/30/2019
s�qT CIV
F
OF
Seema Shenvl, PE
(408)-460-9394
PS Design Inc.
10445 BYRNE AVE.
CUPERTINO, CALIFORNIA
(N) SECTIONS
ADDITION & REMODEL FOR
EDARA RESIDENCE
7656 RAINBOW DR
CUPERTINO, CALIFORNIA- 95014
Project
Sheet
/� 6
/��\
Date
June 2018
Scale
AS NOTED