R-2021-049 Approved Plans Community Development Department HOME OWN
Planning Division — Cupertino
IN ROVED DRAWING INDEX DEVI
CUPERT APPROVED MOHAN &
Case # R-2021-049 AREA CALCULATIONS: LEGEND: ARCHITECTURAL DRAWINGS
Application Number{s) SECTION DIMENSION AREA 5' PUBLIC UTILITY EASEMENT REMOVE (E) SHED IN IT'S ENTIRETY. ) GOTTIPATI
J ---� LOT DRAINAGE Al SITE PLAN, COVER SHEET(HORIZONTAL CONTROL PLN.
Approval Bo y: Director/Staff --- q 18' 11" X 37' 3" 2,352 SF �� DIRECTION OF DRAINAGE 51 .18' _____ _ DEMOLITION PLAN, E) FLOOR PLAN, (E) ELEVATIONS
A rovaI Dale 02/04/22 E �T•� ����������� A3 PROPOSED FLOOR PLANS
Pp - B 20' 9" X 20' 9" 87 SF ____ I o 1 PHONE: 408-396-8232
Signature �Brianne Harkoush I (E) UTILITY LINES
Si I i A4 PROPOSED EXTERIOR ELEVATIONS
g I C 13' 0" X 11' 9" 18.3 SF �t� U)D ___ __ A5 BUILDING SECTIONS AND NOTES
ager
Case Man _
I 11' 7" X 9' 10" 22 SF
-- I THE PROPOSED LIGHTING WILL COMPLY A6 PROPOSED ROOF L
E 7' 9" X 10' 1" 51 SF WITH CIVIC SECTION 19.102.040 I SHED i A7 PRIVACY PLANTING PLAN
jD I OUTDOOR LIGHTING REQUIREMENTS. (E) 6 HIGH WOOD
FIRST FLOOR AREA = 1,481 SF I o
FENCE TO REMAIN. cn1 i _ i
A I WALL SCONCE �'
-- I F 21' 2" X 23' 2" 37.5 SIT
' 1" SF • CEILING FIXTURE 10 �,,� I N N DEMOLISHED, TWO—STORY PLNG. REVIEW 1 1 -12-2
I I G 10 10 X 13 25 I N EXISTING HOME TO BE DE
t, ES AROUND I �1 I
I B � H 10 4 X 12 1 0.6 SF TOTAL 10 WALL SCONCES t � SEE SHEET A2.
I I 7' 6" X 5' 6" 0.6 SF THE HOUSE-10X800=8000 LUMENS �` I _ LAND SURVEY
PLUS THREE CEILING FIXTURES-3 y I I PRELIMINARY PLNG. REVIEW 8-30-21
_ l i r1t I _________
799 SF X1 061-3 183 LUMENS ____ TS BOUNDARY AND TOPOGRAPHIC SURVEY
I_—__ THEREFORE TOTAL OUTPUT AROUND r� ~ I
DEDUCT PARTIAL STAIRS AREA 29 SF = 1 183 LUMENS __ _ I 0 DESCRIPTION DATE
THE HOUSE 1 I i I � LANDSCAPE DRAWING
(N) FIRST FLOOR SECOND FLOOR AREA = 799-29=770 SF _
- LC CONCEPTUAL LANDSCAPE PLAN REVISIONS
TOTAL FLOOR AREA = 2,251 SF W r I 5'T2"
W
--- J 20' 0" X 14' 0" 280 SF (E) ELECTRIC METER I I I I 5'i0"
I I
K 18' 11" X 3' 6'$ 66.22 SF (N) CONCRETE PAD FOR AC I r
--- G
I I PORCH + PATIO AREA — 346.22 SF CONDENSER. THE NOISE LEVEL � I I i �5%� MIN.
— NOT TO EXCEED 50 dBA AT _ it
I I TOTAL LOT COVERAGE = 1,481+ 346= PROPERTY LINE. USE SOUND PROPOSED SECOND STORY
I I 1,827 SF BLANKET WITH 5.00 dBA(—). 5' 1 '
I I INCLUDING OPEN COURTYARD + 90 SF= I ;8» AREA: 770 S.F.
1,917 SIT
1,917 SF/ 5,004 SF = 38% I
FOOTPRINT OF PROPOSED HOME
I I 14, " I I FIRST FLOOR: 1 ,481 S.F.
I I — I
I
------- I I I REMOVE (E) FENCE
(E) GAS METER I AND GATE.
N SECOND FLOOR
( ) 5% I ' I 15'-0" I I DEFERRED SUBMITTAL: THE AUTOMATIC FIRE SPRINKLER
� I I � � � TO BE UNDER SEPARATE PERMIT.
(N) ELEC. METER HERE
RE U i' (E) 6' HIGH WOOD PROJECT DATAAUTO FIRE SPRINKLERIREMENTS 0 FENCE TO REMAIN.
• A LICENSED C16 CONTRACTOR IS RESPONSIBLE FOR I I I I I I
AUTOMATIC FIRE SPRINKLER SYSTEM DRAWING SUBMITTAL AND I APNI 37 DISTRICT:
r ,
AU TOM 10 � �1
INSTALLATION. THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL — 1 '— I 4, 2„� ZONING DISTRICT: R1 5
BE INSTALLED PER NFPA 13D 2016 STANDARD. REMOVE (E) FENCE �4" "I ' LOT AREA: 5 004 SQ. FT.
*THE CONTRACTOR SHALL CONTACT LOCAL WATER PURVEYOR AND GATE. I I (N) 6' HIGH WOOD '
REQUIREMENTS. CONTRACTOR IS (N) 6' HIGH WOOD FENCE WITH GATE. LAND USE: RES LOW 1-6 (DU/AC)
AND COMPLY WITH THEIR REQUIRE O
RESPONSIBLE TO PROTECT POTABLE WATER SUPPLIES FROM FENCE WITH GATE. I _— _ I OCCUPANCY GROUP: ON: O
CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. _ _ _ I TYPE OF CONSTRUCTION: V—B
2016 CFC SEC. 903.3.5. HEALTH AND SAFETY CODE 13114.7. I I CO
UCTION SITE COMPLIES 5j-0' I � E j I ( EXISTING HOME LIVING AREA: 1,082 S.F.
• CONTRACTOR TO ENSURE THE CONSTR PROVIDE MIN. 5% LOT DRAINAGE AWAY FROM THE
WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND _I_ EXISTING STORAGE IN REAR YARD. 107 S.F.
THE STANDARD DETAIL AND SPECIFICATION S1-7. CONTRACTOR ADDITION TO REMAIN ON THE PARCEL PER SECTIONS ; ' °
SUBMITTALS AS R300.2, R401.3 CRC, 4.106 CGBC AND 1101.2 CPC. ° ° I (E) LOT COVERAGE: 1,082 S.F. + 107 S.F. = 1,189 S.F.
I I � ° ° . OR
TO PROVIDE NOTATIONS ON SUBSEQUENTSEE LANDSCAPE PLAN F
APPROPRIATE TO THE PROJECT. CFC CHP 33. � ( ° t , ° d ' Q° ° (E) LOT COVERAGE. 24% OF LOT AREA
• INCLUDE FIRE SPRINKLERS IN GARAGE, MUNI. CODE SEC. 313.2. I I ° ° (N) FRONT YARD TREE
(N) DRIVEWAY AND CONCRETE WALK—UP. �° �. '° � - a '
IMPERVIOUS SURFACES WITHIN 10 FEET OF THE I a k PROPOSED NEW HOME AREA : 2,251 S.F.
° REMOVE EXISTING DRIVEWAY
GENERAL NOTES BUILDING FOUNDATION SHALL BE SLOPED A i I ° a ' ,o N
rr
MINIMUM OF 2% AWAY FROM THE BUILDING. 1 II I d ° �i i I Do PROPOSED FIRST FLOOR AREA:1 to 1,481 S.F. I 1
• CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND INSTALL STRAW WATTLES ALONG THE SITE CONTOURS — ' ° . 20 —4 25 —0 PROPOSED SECOND FLOOR AREA: 770 S.F.
WORK. FILTERED PROPERLY & NO � I a ° °� a 1 RElVIovE (E)DRIVEWAYIT CURB&oacH I a
CONDITIONS PRIOR TO STARTING ANY FIELDSO THE STORM WATER IS FIL TOTAL HOME LIVING AREA: 2,251 S.F. I
SYSTEM. I I ° � , AND REPLACE W STANDARD = 4 = 45% O
• ANY DEVIATIONS CAUSED BY THE FIELD CONDITIONS OR ANY CONSTRUCTION DEBRIS GOES IN PUBLIC DRAINAGE S t , I ° GUTTER PERCITYS PROPOSED F.A.R. 2,251/ 5,00
INDICATED ON PLANS SHALL BE ° DETAIL 1-16
CONDITIONS DIFFERENT FROM THE INDIC — 2ND FLOOR TO 1ST FLOOR RATIO: 770/1,481 = 52%I - 4� N
"LACE 13K
BROUGHT TO THE OWNER'S ATTENTION. ANY DISCREPANCY NOT E 4" SEWER LATERAL, _
SOLVE DESIGNER FROM ANY CONTRACTOR TO V.I.F.
REPORTED TO THE DESIGNER WILL
AB 51 .18' UPLIFTED SIDEWALK,CURB AND NEW COVERED PORCH AREA: 66 S.F. � ' ` �
LIABILITIES. (E) WATER LINE, GUTTER AS DIRECTED BY THE PUBLIC 280 S.F. I I�
TYPICAL DETAILS SHALL APPLY WHERE NO SPECIFIC DETAILS OR CONTRACTOR TO V.I.F. WORKS INSPECTOR REAR CALIFORNIA ROOM AREA:
•
SECTIONS ARE PROVIDED. DIMENSIONS SHOWN ON PLANS OR TOTAL PROPOSED LOT COVERAGE: 1,827 S.F. O
DETAILS TAKE PRECEDENCE OVER THE SCALE SHOWN.
BUILDING FOOTPRINT INCLUDING COURTYARD & EAVES:
18'-0" MAX. (E) TREE TO REMAIN & BE PROTECTED PER 2,215 S.F. HENCE 2,215/ 5,004 = 44%
d'gSand CITY STD. DETAIL 6-4.
Ortega Park Central Park "a" CONSTRUCT NEW DRIVEWAY APPROACH MIN. READ. FRONT SETBACK: 20' (1ST FLR.) 25' (2ND FLR.)
NEIGHBORS PER CITY STANDARD DETAIL ALL OTHER (E) TREES ON THE PROPERTY
1-21
Samestead Rd HomesteatlRd °a TO BE REMOVED TO CREATE SPACE FOR PROPOSED FRONT SETBACK: 20' AT FIRST FLOOR,
Kaiser Permanente Santa(5 v c e
9Nor1hpoint HOA Clara Medical Center... ♦ Q q m eP
�°F � `� FRONT YARD CALCULATIONS (E� 8c�N� LANDSCAPE AREAS: THE NEW HOUSE AND/OR FOR THE 25'6" AT PROPOSED SECOND STORY.
Apple Park 4 eSAe FRONT YARD AREA — 1,024 SF EXISTING LANDSCAPE AREA = 1,798 SF WUNDERLICH DRIVE PRIVACY PLANTING. MIN. REQUIRED SIDE SETBACK: 5' EACH FOR FIRST FLOOR,
t pmnerid4eA e
z 4` 15' EACH FOR SECOND STORY.
a p°aeridgegve FORE PROPOSED HARDSCAPE = 511 SF PROPOSED LANDSCAPE AREA =1,878 SF
PRUNE REFER TO SHEETS A2 A7 AND LC. PROPOSED SIDE SETBACKS: 5'8" (RIGHT) & 5'10" (LEFT)
QVallco Shopping Mall PROPOSED IMPERVIOUS AREA < 50% I
o west 15' EACH AT PROPOSED SECOND STO
vallcopk c
Wy
MERIDIAN Stevens creek erod
Cupertino stevons Creek Blvd Stevenns Creek Blvd 5tevans Creek Blvd Stevens Creek Blvd Al
Albany
CALVERTor �Ba
� ylAreaElderCarel
MIN. READ. REAR SETBACK: 20' (1ST FLR.), 25 2ND F
m 10320WunderlichDr, w"d winch FIRE DEPARTMENT REQUIREMENT: PROPOSED FIRST FLOOR REAR SETBACK: 22' 11
Rodngees Py8 n n •Cupertino,CA 95014 N O R T H L A K E I Mystery H
Strawberry Square "
i RANCHO Q JUryfpe� ra, OWNER TO ENSURE 4 HIGH ADDRESS NUMBERS ARE LEGIBLE AND MAINTAINED 30'5" AT PROPOSED SECOND STORY.
McClellan Rd G Pac1ica o` RINCONADA I�Illywa, IN FRONT OF THE PROPERTY AND ARE PLAINLY VISIBLE FROM THE STREET. THE HORIZONTAL CONTROL PLAN IS PREPARED BASED ON THE
M ITTv o CFC SEC. 505.1. BOUNDARY SURVEY PROVIDED BY THE PROJECT'S LICENSED SURVEYOR APPROXIMATE (E) BUILDING HEIGHT: 11'10".
NORTH SITE ADDRESS
STRAWBERRY BLACKFORD y „_ ,-
„ APPROXIMATE PROPOSED BUILDING HEIGHT: 2510 .
a ROv+r 4e. PARK
Rd W111anrsRd WVIliems Rd WilfiamsRd THE WELD CHECKLIST FROM CIVIC 14.15/ Scale: I�8 —1
APPENDIX A SHALL BE COMPLETED AND SITE NOTES 10320 WUNDERLICH DR.,
CALABTH ROGERS ANWESTON EDEN SIGNED. DES SCOPE OF WORK
as NORTH JOAQUIN MILLER I' Dire Ra
WEST VALLEY A FINAL LANDSCAPE INSTALLATION REPORT 1.THIS SITE PLAN IS NOT A SURVEY. THE CONTRACTOR SHALL BUILDING CO
Lynbrook High School WEST S AIN J O S E payne+lve CUPERTINOCA 95014
Rainea°` y ® COUNTRY LANE PayneMe MILLIC - PHELPS AND COVENANT SHALL BE RECORDED ON THE VERIFY ON SITE ALL GRADES, PROPERTY LINES, TREES,
oA PROPERTY PRIOR TO FINAL OCCUPANCY. DEMOLISH EXISTING HOUSE IN IT'S ENTIRETY.
5 PAYNES EASEMENTS, SETBACKS, UTILITIES, AND SUB—STRUCTURES. 2019 CALIFORNIA BUILDING CODES
RAINBOW
g BROOKV'ALE t ATHAWAY CADILLAC' w 2019 CALIFORNIA RESIDENTIAL CODES BUILD NEW TWO STORY HOUSE PER PLAN SHOWN ON A3.
CHANTEL H
�' WHamltt°n ANY PROPOSED CHANGES TO THE APPROVED 2. THE CONTRACTOR SHALL ENSURE THE STORM WATER IS 2019 CALIFORNIA GREEN BUILDING CODES APN: 375-17-0
prDSpecl Rd Westgate Center �`pj AVeA LB ERSTONE • RELOCATE ELECTRIC METER AS SHOWN, UPGRADE
COLORS/ MATERIALS SHALL BE REVIEWED BY DRAINED PROPERLY DURING CONSTRUCTION. 2019 CALIFORNIA MECHANICAL CODES
CITY OF CUPERTINO PLANNING DIVISION PRIOR 3. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY TO 200 AMPS. SHEET
LOCATION PLAN TO INSTALLATION/ APPLICATION. FROM BUILDING. 2019 CALIFORNIA PLUMBING CODES RELOCATE (E) DRIVEWAY FOR FRONT—LOADING GARAGE.
NORTH NO SCALE THE SINGLE FAMILY DESIGN GUIDELINES PER 4. ALL ROOF DRAINAGE SHALL BE PIPED TO LANDSCAPE 2019 CALIFORNIA FIRE CODES INSTALL (N) DRIVEWAY—ACCESS IN THE FRONT AND JOB NO. 20411
CUPERTINO MUNICIPAL CODE CHAPTER AREA ON SITE. 2019 CALIFORNIA ELECTRICAL CODES
THE ROLL—CURB TO MATCH EXISTING.
19.28.110, HAVE BEEN FOLLOWED IN THIS 5. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL EXTERIOR 2019 CALIFORNIA ENERGY CODES REMOVE (E) TREES AS SHOWN ON SHEET A2. SCALE AS NOTED
PROJECT. CONCRETE SLABS. SPACING OF JOINTS SHALL BE PER CUPERTINO MUNICIPAL CODE
INDUSTRY STANDARD. DATE 6-9-21 OF 7
Community Development Department
Planning Division - Cupertino
CUPERTINQ APPROVED
HOME OWNER:
Case # R-2021-049
Application Numbers) MOHAN & DEVI
Approval Bo : Director/StafF
Approval Da 02/04/22 GOTTIPATI
Signature Brianne Harkousha
Case Manager
PHONE: 408-396-8232
a �
J
5' PUBLIC UTILITY EASEMENT 0 PRELIMINARY PLNG. REVIEW 8-30-21
REMOVE (E) STORAGE IN IT'S ENTIRETY.
r- T- / / �� \ DESCRIPTION DATE
I /TREES T BE REMOVED \ 1
' Ln L I' PEA. T. .E ' REVISIONS
KEY EXISTING ROOF PLAN -; 1=i- - -- —e . -,--,� - --------- - -
_A_ _ -
//� ``� �� ' 5,_O„..I °. . . D I . . : D ..5'�: P'�AR. •� E •. % �� STORAGE � �\ '
f� J I • \' • \ • / • / j/,' \
a a a \ a \ a /' a .1 a a \
(E) 6 HIGH WOOD FENCE TO REMAIN. . y , \
a • a° ' 1 ° ' a a a a.° ' ° ' .° ' / ° ' "EXISTI[IG HOME\\TO BE DEMOLISHED,
I /
IN IT' ENTIRETY
: \
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' \
° I ° ° ° ° ° \
D r—�p —0 —°T —p P--0
(E) FRONT (WEST) ELEVATION TREE TO BE REMOVED I
W
I I
(E) ELECTRIC METER I.°'; 1 1 , ' I•° : . •' MULBERRY; TREE j ~�
TO BE RELOCATED, SEE Al . ' f BED 1 I B(ED 2 I a a I
D D D D ,
I
REMOVE (E) SHED , _ \ ,
I 3 I 0. a FAMILY \I D � : .• D i �� APPROXIMATE DRIP LINES OF EXISTING TREES
\' D
// PER SURVEY PLAN.
f CT
�' I KITCHEN I a\ I a
I I. I _I. � SHED -- ° _.,,' REMOVE (E) SHED IN IT'S ENTIRETY.• .I. > ————
———————
°
----- --- - __ ----- -------- -- (E) GAS METER I al. ° :ID REMOVE (E) FENCE AND GATE.
TO BE REMOVED. I j ) HOME TO B DEMOLISHE I ° . d PINE ' O
.' LIVING i i a a a FREE , /B 1 REMOVED
a ° e ° ° �/ 1
1 �
(E) RIGHT (SOUTH) ELEVATION � I ° ° (ff
° ,
REMOVE (E) FENCE i <i I BED 3 i °' .I D ' a '..°� . D . , '. °� . ° ' < ' ° D ' u ' ' (E) 6' HIGH WOOD FENCE TO REMAIN.
AND GATE. II • . .
il�< e e a
C V
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L-� --- --1------„� r"I
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ALL.-ITALIAN CYPRESS �\-
T/RIEES TO BE REMOVED \ -9 ., 4 • ° ° I \\
I I /
REtv�'QVE EXISTING DRIVEWAY
---- - - - ------- --- I ' IN IT'S\ ENTIRETY.
EXISTING LANDSCAPE AREA-1,798 S F
° ° I \
° ' 1 \
(E) REAR (EAST) ELEVATION ; ; 31 " CITY TREE ;
1 51 .18' sa '
{ D
RE1VIbVE �E)LRIVEWAY APPROACH
a ° a ° a ° ° _ ° ° ° ° ° ° ° ° °
° . ° . D . ° . ° . ° 'AN REPLA(�E WITH CUI�B&
\ XEMOVE AND REPLACE BROKEN&
EXISTING FLOOR & SITE PLAN / UPLIFTED SIDEWALK,CURB AND
\ // GUTTER AS DIRECTED BY THE PUBLIC SITE ADDRESS
M � DEMOLITION NOTES • WORKS INSPECTOR
10320 WUNDERLICH DR.,1. DEMOLISH ALL WALLS, ROOF, FLOOR, FOOTINGS ETC. OF THE EXISTING HOUSE. TREE TO REMAIN & BE PROTECTED PER
ITY STD. DETAIL 6-4.
—— ————— ——————————— ——— 2. REMOVE ALL TREES EXCEPT THE STREET TREE TO MAKE SPACE FOR NEW HOUSE. ` CUPERTINO, CA 95014
3. REMOVE EXISTING HARDSCAPE AS REQUIRED, FOLLOW LANDSCAPE PLAN ON A7 FOR NEW HARDSCAPE FOOTPRINT.
APPROXIMATE DRIP LINES OF EXISTING TREES
APN: 375-17-012
Twi I
(E) LEFT (NORTH) ELEVATION SHEET
JOB NO. 20411 1
NORTH SCALE AS NOTED
Scale: l/8"=F-0" DATE 6-9-21 0 7
FLOOR PLAN KEYNOTE LEGEND HOME OWNER:
1. NEW 4" STUD WALL F 22. FOOTPRINT OF SECOND STORY ABOVE. MOHAN CX� DEVI
2. FIRST FLOOR TO HAVE 10' HIGH CEILING AND SECOND FLOOR TO HAVE 9' HIGH CEILING. 23. SHADED PORTION OF THE STAIRS COUNTED ONCE IN AREA CALCULATIONS.
3. THE STAIRS TO HAVE 10" WIDE TREADS AND RISERS 7.3" EACH. 24. PROVIDE WALL, FLOOR AND ROOF INSULATION PER TITLE-24 REPORT. SEE SECTIONS ON SHEET A5. SEE TYPICAL DETAILS ON SHEET A8. GOTTIPATI
4. HANDRAIL TO COMPLY WITH CRC 311.7.8. CONSULT OWNER FOR STAIR RAILING MATERIAL/ DESIGN. GUARDRAIL TO COMPLY WITH CRC SECTION 312. 25. 20 MINUTE FIRE RATED DOOR PER CRC 302.5.1 .
26. INSTALL 1 /2" GYPSUM BOARD ON GARAGE SIDE OF WALL PER CODE (TABLE R302.6). PHONE: 408-396-8232
5. PROVIDE EGRESS WINDOW FOR NEW BEDROOM PER CRC R310.2. 27. PROVIDE PRIVACY PLANTING AS PER LANDSCAPE PLAN. SEE SHEET A7.
6. BAY WINDOW TO HAVE A BENCH SEAT AT 15" AFF. S.S.D FOR BAY WINDOW FRAMING. 28. INSTALL MINIMUM 3" THICK CONCRETE SLAB FOR A.C. CONDENSER UNIT.
7. NEW 22"X30" ATTIC ACCESS. 29. INSTALL 1 /2" GYPSUM BOARD UNDER STAIRS PER CRC R302.7.
8. NEW 22"X30" CRAWL SPACE ACCESS.
9. (N) FURNACE IN ATTIC ABOVE, V. LOCATION I.F. PROVIDE PASSAGEWAY, PLATFORM, LIGHT FIXTURE ETC PER CMC 304.4 & 904.10.
10. FOLLOW M.E.P. REQUIREMENTS IN NEW KITCHEN AS STATED ON SHEET A5, CONSULT OWNER FOR PRODUCTS.
11. WINDOWS AT BATHROOMS TO BE WITH TEMPERED GLAZING PER CRC 308.4.5.
12. ENSURE VENTILATION FOR DRYER PER CODE CMC 504.4. NOTE:
13. ALL VENTS TO TERMINATE MINIMUM 36" AWAY FROM ANY OPERABLE OPENING, INCLUDING A SKYLIGHT, CPC 906.2. ALL PROPOSED SKYLIGHTS TO BE VELUX OR
EQUIVALENT, CURB MOUNTED, OPERABLE WITH
14. FOLLOW FLOOR PLAN NOTES BELOW FOR PLACEMENT OF PLUMBING FIXTURES IN BATHROOMS. ENSURE CLEAR FLOOR SPACES PER CODE. ADEQUATE SHGC INDEX PER TITLE-24 REPORT.
15. PROVIDE FIRE-BLOCK AT EAVES SINCE CLOSER THAN 5' TO PROPERTY LINE.
16. SIDELITE, WINDOWS WITH LOW SILL HEIGHT AND PATIO DOORS TO HAVE TEMPERED GLAZING. ABBREVIATIONS 0 DESCRIPTION DATE
17. SKYLIGHT ABOVE, VERIFY LOCATION IN FIELD, CONSULT OWNER FOR PRODUCT. SEE ROOF PLAN /A6 FOR SIZES, SEE DETAIL 8/A7 FOR TYPICAL INSTALLATION. SL SLIDING WINDOW REVISIONS
18. PROVIDE 4" WASTE LINE SINCE THE HOUSE HAS 4 WATER CLOSETS.
SH SINGLE HUNG WINDOW
19. DECK FLOOR TO BE SLOPED AWAY FROM HOUSE, 1/8": 12" MIN. FX FIXED GLASS WINDOW
20. PROVIDE 1 ' WIDE STEPS AT THE CONCRETE PORCH/ PATIO. THE RISER NOT TO EXCEED 7.5" EACH. PD PATIO DOOR
21. PROVIDE A HOSE-BIB OUTSIDE THE KITCHEN. PROVIDE A CLEAN-OUT AT THE KITCHEN SINK PER CODE.
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- - - - 0 3650SH CUPERTINO CA 95014
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DATE 6-9-21 OF 7
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Community Development Department
Planning Division — Cupertino
cuPeRriNo APPROVED
HOME OWNER:
Case# R-2021-049
Application Numbers) MOHAN & DEVI
Approval Bo : Director/StafF
Approval Da 02/04/22 GOTTIPATI
Signature Brianne Harkousha
Case Manager — — — — 1 PHONE: 408-396-8232
1 '-6" 20'-0"
TYP.
1 '-6"
' TYP.
\'L 0 PRELIMINARY PLNG REVIEW —30-21
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0 DESCRIPTION DATE
REVISIONS
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CD +1 -0
00
F.F. 0'—p„
NATURAL G A E 186.81 - 187.01 NA U L GRADE
5'-10" 5'-5"
1
FRONT (WEST) ELEVATION
TYP. W
0 0
- - - - - - - - - - - - - - - -
I I
I
N 1 —6 — O
TYP.
- \\\
o I 1 \
- - 10'-0" — - - - - - - - - - - - \-
NATURAL GRADE 187.23 — _ 186.81 NATURAL GRADE ----- ----
"EEL F�
1::L::E:FT
0=(NORTH) VATION JF.F.0'—0 — — — Jn� — — —
I I w
NATURAL �GIAE 187.1017
187.23 NATIJRA, GRADE
O
1
20° REAR (EAST) ELEVATION
TYP.
:z ;z 0
0 0 1
I I ir)
Lq Jill EXTERIOR ELEVATION NOTES
_ 11'-0"
1. NEW FIRST FLOOR ROOF IS WITH 2: 12 PITCH AND NEW SECOND FLOOR ROOF IS WITH 4: 12 PITCH.
Y El
10'-0" 1 SITE ADDRESS
NEW ROOF TO HAVE DARK GRAY SHINGLE ROOFING.
2. NEW FRONT PORCH ACCENT TRIM: DARK BROWN STAINED WOOD CLADDED BE AS SHOWN.
. NEW WALLS: EXTERIOR FINISH SHALL BE 7/8" 3—COAT STUCCO OVER PAPER
�o BACKED WIRE MESH OVER WOOD—BASED SHEATHING. 10320 WUNDERLICH DR.,
STUCCO TO HAVE LIGHT BEIGE COLOR AND SMOOTH TEXTURE.
4. NEW WINDOW HEADERS AT 8'-0" HEIGHT (U.O.N.) CUPERTINO CA 95014
5. 26 GA GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE 4"
1 ABOVE GRADE OR 2" ABOVE CONCRETE OR PAVING.
1 ADE _ '—p„
- — — —l� F.F. 0 APN: 375-17-012
NATURAL GR 187.01 L.L: 187.10 NATURAL GRADE
NOTE: THE NATURAL GRADES SHOWN HERE ARE SCHEMATIC ONLY. SHEET
CONTRACTOR TO VERIFY SITE CONDITIONS IN FIELD BEFORE
COMMENCING WORK. JOB NO. 20411
1 Scale: 3/1611=1'-Ole SCALE AS NOTED
RIGHT (SOUTH) ELEVATION DATE 6-9-21 of 7
Community Development Department
Planning Division - Cupertino
CUPERTINO APPROVED HOME OWNER:
Case # R-2021- CH./PLUMBING NOTES
Application Number(s) MOHAN & DEVI
1 ERIFY SERVICE AND LOCATION REQUIREMENTS FOR ALL APPLIANCES
Approval BoJEBrianne
: Director/Sta MECHANICAL EQUIPMENTS PRIOR TO INSTALLATION.
Approval Da 02/04/229 VERIFY SPAC F REQUIREMENTS FOR FAU, PLENUMS, DUCTS PRIOR TO GOTTIPATI
Signature HarkoushaSTART OF FRAMING.
Case Ma3agdNSTALL MECHANICAL EQUIPMENT PER CMC 303. PHONE: 408-396-8232
4. LIGHT & VENTILATION IN GROUP R OCCUPANCIES PER SECTION R303. 1
5. EQUIPMENT ACCESS & SERVICE SPACE PER CMC 307. FOR ALL FRAMING, S.S.D.
6. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM FF
OF 3' FROM ANY OPENING TO THE BUILDING PER CMC 504.5. R-30 ROOF INSULATION
TYP 7. WASTE PIPING PER CPC 803.0. ro
8. WASTE RECEPTORS PER CPC 804.0. 1 TYP.
P.
9. WATER PRESSURE, PRESSURE REGULATORS, PRESSURE RELEASE VALVES
& VACUUM RELEASE VALVES PER CPC 608.0.
10. INSTALLATION OF GAS PIPING PER CPC 1211 .0. F]
11 . INSTALL APPLIANCE PLUMBING PER CPC 807.0.
12. SHOWER & TUB/SHOWER COMBINATION CONTROL VALVES PER CPC 420.0. 10 PRELIMINARY PILING. REVIEW 8-30-21
13. TEMPERED GLASS GLAZING IS REQUIRED IN ENCLOSURES & DOORS
FOR SHOWERS, TUBS, HOT TUBS, WHIRLPOOLS ETC. 0 DESCRIPTION DATE
ALL TEMPERED GLASS SHALL BE AFFIXED WITH A PERMANENT LABEL BED 4 BATH MASTER BATH
PER CRC SECTION R308.
14. FOR PLUMBING PRODUCTS & KITCHEN APPLIANCES, CONSULT W/ OWNER. REVISIONS
FLOOR PLAN NOTES
1. NEW LOW FLUSH WATER CLOSET CENTERED IN 30" MIN. CLEAR WIDTH SPACE W/ 24"
CLEAR FLOOR SPACE IN FRONT, WITH 15" MIN. CLEARANCE FROM CENTERLINE o
TO THE FACE OF WALL/ CABINET.
2. NEW LAVATORY WITH 15" MIN. DISTANCE FROM THE CENTERLINE TO FACE OF WALL. KITCHEN LIVING ROOM
MAINTAIN 24" MINIMUM CLEAR FLOOR SPACE IN FRONT OF SHOWER AS PER CODE. PATIO
3. NEW CLOSET TO HAVE HANGER RODS AT +70" WITH A SHELF ABOVE AS SHOWN.
4. ALL COUNTERS, TUB DECKS TO HAVE SMOOTH, HARD, NONABSORBENT SURFACE 0/
CEMENTITIOUS BACKER BOARD. WALLS AT TUBS & SHOWERS TO HAVE SMOOTH, HARD, NON-
ABSORBENT SURFACE (e.g. CERAMIC TILE/ FIBERGLASS) OVER A MOISTURE RESISTANT FOR SLAB, FOOTINGS, S.S.D. FOR FOOTING, FOUNDN. S.S.D. rVT1�
UNDERLAYMENT (e.g. CEMENT/ FIBRE CEMENT/ GLASS MAT GYPSUM BACKER) TO
A HEIGHT OF +72" MIN. ABOVE DRAIN INLET PER CRC SECTIONS R307.2 & R702.4. SECTION AA
5. ALL NEW WALLS TO BE OF 2X4 STUDS, (STUD GRADE OR BETTER) AT 16" ON CENTER, U.O.N. O
6. EXTERIOR DOORS TO HAVE 3'X3' MIN LANDING OR LANDING AREA;
LANDINGS SHALL NOT EXCEED 7-3/4" LOWER THAN DOOR THRESHOLD
AND LANDINGS SHALL NOT EXCEED 6" ABOVE GRADE.
7. ENSURE VENTILATION FOR NEW KITCHEN PER CRC R303.2.
8. ALL DIMENSIONS AT WINDOWS & DOORS ARE TO THE CENTERLINE.
9. WINDOW AND DOOR SIZES ARE FOR DESIGN PURPOSE ONLY. ACTUAL WINDOW AND DOOR ENSURE MIN. REQUIRED HEADROOM FOR FURNACE, SEE KEYNOTE 9/A3.
SIZES SHALL BE FRAMED PER MANUFACTURER'S AND/OR OWNER'S SPECIFICATIONS.
10. PLUMBING FIXTURES SHALL BE IN COMPLIANCE WITH GREEN BUILDING SECTIONS 4.303.1 THRU 1
4.303.2 FOR WATER CONSERVATION. LAVATORIES WITH MAX. 1.2 GPM AND KITCHEN FAUCET WITH MAX. 1.8 GPM. FOR ALL FRAMING, S.S.D.
DOOR, WINDOW NOTES O
1. DOORS LEADING FROM THE GARAGE SHALL BE 1-3/8" THICK SOLID WOOD OR HONEY COMB CORE STEEL DOORS OR Np
20-MINUTE FIRE RATED DOORS EQUIPED WITH SELF-CLOSING AND SELF-LATCHING DEVICES (CRC R302.5.1).
2. ALL INTERIOR DOORS SHALL BE 1-3/8" THICK AND HAVE PTD. WD. CASING - MATCH EXISTING. TYP.
3. ALL EXTERIOR DOORS SHALL BE 1-3/4" THICK AND HAVE PTD. WD. CASING - MATCH EXISTING. R-13 WALL INSULATION o
4. ALL SHOWER DOORS TO BE TEMPERED GLASS GLAZING AND SHALL HAVE A PERMANENT LABEL AFFIXED PER CRC SECTION R308. T/�
SHOWER ENCLOSURE DOORS SHALL OPEN OUTWARD AND MAINTAIN 22" CLEARANCE (CPC 408.5). R-19 FLOOR INSULATION V1
5. ALL NEW WINDOWS TO BE VINYL FRAMED WITH DUAL GLAZING AND WITH INTERIOR TRIM TO MATCH EXISTING, U.O.N. BATH
R-30 ROOF INSULATION
6. ALL EGRESS WINDOWS TO HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQ. FT. (821 SQ. IN.) AND NET CLEAR OPENING
OF HEIGHT 24" MIN. AND WIDTH 20" MIN. AND A FINISHED SILL AT NOT MORE THAN 44" ABOVE FLOOR PER CRC R310. LF
7. ALL NEW WINDOWS TO HAVE PERFORMANCE U-FACTOR OF 0.32 OR BETTER, U.O.N. TITLE-24 REPORT SUPERCEDES THIS.
8. SEE ELEVATIONS FOR MULLION AND GRID PATTERNS ON WINDOWS, ENTRY DOORS AND FRENCH DOORS. o
9. FOR HARDWARE - CONSULT W/ OWNER. I
CD
10. ALL NEW CLOSET DOORS: STANDARD SIZE HOLLOW-CORE FLUSH DOORS; CONSULT WITH OWNER FOR MATERIAL & STYLE. �
11. CONTRACTOR TO VERIFY PRODUCTS WITH OWNER, SUPPLIER, FIELD MEASUREMENTS AND CONDITIONS ~
PRIOR TO INSTALLING ANY ITEMS. KIT HEN Y NND R-13 WALL INSULATION
GREEN BUILDING COMPLIANCE NOTES FOR FOOTING, FOU N DN. S.S.D.
1. THE EFFECTIVE FLUSH VOLUME OF THE WATER CLOSET SHALL NOT EXCEED 1.28 GPF. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA R-19 FLOOR INSULATION
OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS.
2. SHOWERHEADS SHALL HAVE A MAX. FLOW RATE OF NOT MORE THAN 1 .8 GPM AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE
U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS.
3. THE MAX FLOW RATE OF NEW LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GPM AT 60 PSI. THE MIN. FLOW RATE OF NEW LAVATORY FAUCETS SHALL NOT BE LESS SECTION BB
THAN 0.8 GPM AT 20 PSI.
4. THE MAX. FLOW RATE OF THE KITCHEN FAUCET SHALL NOT EXCEED 1.8 GPM AT 60 PSI.
5. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST
THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.
6. DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION TO MAINTAIN AIR QUALITY.
7. PAINTS, STAINS AND OTHER COATINGS, ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS.
8. AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS.
9. NEW CARPET SHALL MEET THE TESTING AND PROJECT REQUIREMENTS PER SEC. 4.504.3. NEW CARPET CUSHION INSTALLED IN NEW ADDITION SHALL MEET THE
REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL PROGRAM. NEW CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. SITE ADDRESS
10. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD (MDF) USED ON INTERIOR OR EXTERIOR OF THE BUILDING SHALL COMPLY WITH 10320
�TFORMALDEHYDE EMISSION LIMITS PER TABLE 4.504.5. WUNDERLICH DR.,
11. AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE REQUIREMENTS PER SEC. 4.504.4.
12. MOISTURE CONTENT OF BUILDING MATERIALS USED IN NEW WALLS AND FLOOR FRAMING SHALL NOT EXCEED 19% BEFORE ENCLOSURE. INSULATION PRODUCTS WHICH CUPERTINO CA 95014
ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE.
13. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR DUCTED TO OUTSIDE. NEW BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDISTAT BETWEEN A
RELATIVE HUMIDITY RANGE OF 50% - 80%. APN: 375-17-012
14. SIZE NEW DUCTS ACCORDING TO ANSIIACCA 1 MANUAL D-2009 OR EQ. CONSULT W/ EXPERT IF EXISTING HEATING & COOLING EQUIPMENT IS ADEQUATE FOR NEW LOAD.
15. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH SHEET
APPLICABLE LOCAL ORDINANCES. JOB NO. 20411
16. VAPOR RETARDER AND CAPILLARY BREAK SHALL BE INSTALLED AT SLAB-ON-GRADE FOUNDATIONS.
SCALE AS NOTED
Scale: 3/16"=1'-0" DATE 6-9-21 OF 7
Corn unit Development Department
anning Division — Cupertino
CUPERTINO APPROVED
Case# R-2021-049 VENTILATION CALCULATIONS HOME OWNER:
Application Number(s) ZONE 6. MOHAN & DEVI
Approval Bo : Director/StaffZONE 1 .
Approva I Da 02/04/22
ATTIC VENTILATION: GOTTIPATI
Signature Brianne Harkousha ATTIC VENTILATION:
Case Manager PHONE: 408-396-8232
VENTILATED VENTILN. VENTILATION VENTILATED VENTILN. VENTILATION VENTILATION PROVIDED
AREA RATE REQUIRED VENTILATION PROVIDED AREA RATE REQUIRED
50% UPPER VENTLN: 3 "VENTSURE" SLANT BACK 17"X18" VENTS. 50% UPPER VENTLN: 7 "VENTSURE" SLANT BACK 17"X18" VENTS.
332 SQ.FT. 1 /150 2.2 SQ.FT.= 762 SQ.FT. 1 /150 5 SQ.FT.=
159 SQ.IN. NET AREA— 3 x55 SQ.IN.— 165 SQ.IN. 366 SQ.IN. NET AREA= 7 x55 SQ.IN.= 385 SQ.IN.
318 SQ.IN. 50% LOWER VENTLN: EAVES: 10 VENT BLOCK W/ 3, 2-1 /2" 732 SQ.IN. 50% LOWER VENTLN: EAVES: 10 VENT BLOCK W/ 3, 2-1 /2"
159 SQ.IN. VENT HOLES; 1 x147 SQ.IN.= 147 SQ.IN. 366 SQ.IN. VENT HOLES; 3 x147 SQ.IN.= 441 SQ.IN.
+ 7X16 DORMER VENTS WITH N.F.V. ZONE 7.
AREA=37; 2 x37 SQ.IN.= 74 SQ.IN.
ATTIC VENTILATION: 0 DESCRIPTION DATE
UNDERFLOOR VENTILATION PER CRC SECTION R408: VENTILATED VENTILN. VENTILATION
VENTILATION PROVIDED REVISIONS
AREA RATE REQUIRED
332 SQ. FT. 6x14 GALVANIZED STEEL FOUNDATION VENTS
1 /150 2.2 SQ.FT.= W/ g4 SQ.IN. EACH VENTILATION AREA; 50% UPPER VENTLN: 1 "VENTSURE" SLANT BACK 17"X18" VENTS.
(CRAWL SPACE) 318 SQ.IN. 26 SQ.IN. NET AREA= 1 x55 SQ.IN.= 55 SQ.IN.
PROVIDE 4 SUCH VENTS = 4 x 84 SQ.IN.= 336 SQ.IN. 54 SQ.FT. 1 /150 0.36 SQ.FT.=
52 SQ.IN. 50% LOWER VENTLN: EAVES: 10 VENT BLOCK W/ 3, 2-1 /2"
ZONE 2. 26 SQ.IN. VENT HOLES; 1 x147 SQ.IN.= 147 SQ.IN.
ATTIC VENTILATION:
VENTILATED VENTILN. VENTILATION ROOF PLAN NOTES
AREA RATE REQUIRED VENTILATION PROVIDED
B 1. ROOF PITCH SHALL BE AS MENTIONED ON PLAN.
50% UPPER VENTLN: 3 "VENTSURE" SLANT BACK 17"X18" VENTS. A5 2. LOCATE GUTTERS AND DOWNSPOUTS AS SHOWN.
121 SQ.IN. NET AREA= 3 x55 SQ.IN.= 165 SQ.IN. 3. NEW RAINWATER DOWNSPOUTS SHALL BE DISCONNECTED & RUNOFF DIRECTED TO A
252 SQ.FT. 1 /150 1 .7 SQ.FT.= LANDSCAPE AREA ON SITE.
242 SQ.IN. 50% LOWER VENTLN: EAVES: 10 VENT BLOCK W/ 3, 2-1 /2" 4. ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM AMOUNT OF ROOF PENETRATIONS.
121 SQ.IN. VENT HOLES; 1 x147 SQ.IN.= 147 SQ.IN. -I ALL ROOF PENETRATIONS SHALL OCCUR TO THE REAR OF THE MAIN RIDGE.
5. ATTIC VENTILATION SHALL BE PROVIDED PER SECTION 1203 OF C.B.C. AND R327.6 OF
C.R.C. (ALSO SEE CALCULATIONS ON THIS SHEET).
1' 6" 6. PROVIDE EAVE OVERHANGS AS SHOWN.
UNDERFLOOR VENTILATION PER CRC SECTION R408: Np I I 7. NEW ROOF TO HAVE COMPOSITION SHINGLES / LIGHTWEIGHT MEDIUM CONCRETE TILES. [�
i N I INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH SECTION R905.2.
6x14 GALVANIZED STEEL FOUNDATION VENTS I ❑ ZONE 5 I 1 —6 —INSTALLATION OF CLAY AND CONCRETE TILES SHALL COMPLY WITH SECTION R905.3.
252 SQ. FT. TYP.
(CRAWL SPACE) 1 /150 1 .7 SQ.FT.= W/ 84 SQ.IN. EACH VENTILATION AREA; 2.12 — O
O
242 SQ.IN. PROVIDE 3 SUCH VENTS = 3 x 84 SQ.IN.= 252 SQ.IN. — — -
- El
CONTINUOUS FIRE BLOCK ON THIS SIDE I I I I w
ZONE 3. I I 4:12 11 I llEl n
22"X i 4" LUX OR EQUIVALENT. LEGEND F--I
ATTIC VENTILATION: - - - - - - - - —
— - - - - - - - - - - I - - - -I� NEW GUTTER
VENTILATED VENTILN. VENTILATION 1'-6"
VENTILATION PROVIDED I N
AREA RATE REQUIRED TYP. N N I NEW DOWNSPOUTS O
L�J I 0 7X26 GALVANIZED STEEL DORMER VENT ^
50% UPPER VENTLN: 1 "VENTSURE" SLANT BACK 17"X18" VENTS. I ZONE 3 I ❑ ❑ I I
54 SQ.IN. NET AREA= 1 x55 SQ.IN.= 55 SQ.IN. I I I ❑ "VENTSURE" SLANT BACK 17X18 ROOF VENTS
113 SQ.FT. 1 /150 0.8 SQ.FT.= I 2:12 I 4:12 — O
108 SQ.IN. 50% LOWER VENTLN: EAVES: 10 VENT BLOCK W/ 3, 2-1 /2"VENT HOLES; 1 x147 SQ.IN.= 147 SQ.IN. I I SLOP SLOPE OF NEW ROOF
54 SQ.IN. I I ^
I ® NEW SKYLIGHT, CONSULT OWNER FOR PRODUCT. F�
I I
� - - - - - ZONE 6
30"X30" IVEL X OR EQUIVALENT.
UNDERFLOOR VENTILATION PER CRC SECTION R408: _ 3,_8„
V.I. I
113 SQ. FT. 6x14 GALVANIZED STEEL FOUNDATION VENTS A ZONE 7 I 22"IX2 VELUX OR EQUIVALENT. A
1 /150 0.8 SQ.FT.= W/ 84 SQ.IN. EACH VENTILATION AREA;
A5 I I A5
(CRAWL SPACE ZONE 1 I
108 SQ.IN. PROVIDE 2 SUCH VENTS = 2 x 84 SQ.IN.= 168 SQ.IN. ❑ 4:12
ZONE 4. v.i.F. I i TYP.
I ❑
ATTIC VENTILATION: IE 22"X2 " VELUX OR EQUIVALENT. I CONTINUOUS FIRE BLOCK ON THIS SIDE
VENTILATION 0 I '—
VENTILATED VENTILN. VEN L N "1 6
AREA RATE REQUIRED VENTILATION PROVIDED I TYP I 4:12
TYP.
>, ❑
50% UPPER VENTLN: 1 VENTSURE SLANT BACK 17 X18 VENTS.
46 SQ.IN. NET AREA= 1 x55 SQ.IN.= 55 SQ.IN. TYP. 2:12
96 SQ.FT. 1 /150 0.64 SQ.FT.= I � ❑ ❑ I I
92 SQ.IN. 50% LOWER VENTLN: EAVES: 10 VENT BLOCK W/ 3, 2-1 /2" I ZONE 2
46 SQ.IN. VENT HOLES; 1 x147 SQ.IN.= 147 SQ.IN. I I '0El
I
i - - - - � - ❑
ZONE 5. I I z I SITE ADDRESS
_ N LVIVC
ATTIC VENTILATION:
I 10320 WUNDERLICH DR.,
VENTILATED VENTILN. VENTILATION
AREA RATE REQUIRED VENTILATION PROVIDED CUPERTINO, CA 95014
co CL
50% UPPER VENTLN: 2 "VENTSURE" SLANT BACK 17"X18" VENTS. CONTINUOUS FIRE BLOCK ON THIS SIDE _1 �_I APN: 375-17-012
202 SQ.FT. 1 /150 1 .35 SQ.FT.=
97 SQ.IN. NET AREA= 2 x55 SQ.IN.= 110 SQ.IN. rB
A4
194 SQ.IN. 50% LOWER VENTLN: EAVES: 10 VENT BLOCK W/ 3, 2-1 /2" SHEET
97 SQ.IN. VENT HOLES; 1 x147 SQ.IN.= 147 SQ.IN. NEW ROOF PLAN
JOB NO. 20411
NORTH SCALE AS NOTED
Scale: 3/16"=1'-0" DATE 6-9-21 OF 7
Community Development Department
Planning Division — Cupertino
cuPeRriNo APPROVED
HOME OWNER:
Case# R-2021-049
MOHAN & DEVI
Application Numbers)
Approva I Bo : Director/Staff _ _
Approval Da 02/04/22 -: . : :-. - 77 GOTTIPATI
Signature Brianne Harkousha ; 396 PHONE 408 8232
Case Manager I — —
04
----4—�
\ VIEWSHEDS AT SECOND 10 PRELIMINARY PLNG. REVIEW 8-30-21
I I STORY WINDOWS.
DESCRIPTION DATE
REVISIONS
V . co
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\. �. \.• II :. .:.i /
V. I :
3
- - - - - - - - - BED 4 III
4'-4' L
1 —6"
I
III BED 3
'h. I
- - - � � L— J
DN. III
\X I III I I
— — = PLANTING PLAN TO COMPLY WITH CITY'S ZONING CODE SECTION 19.28.120 (B)
& (C). CONTRACTOR TO FOLLOW CITY'S LANDSCAPE ORDINANCE 14.15.
�• : :. �7 L \\ � � III I I
j III REFER TO LANDSCAPE SHEET LC FOR HARDSCAPE FOOTPRINT AROUND THE LOT.
VIEWSHED AT SECOND III I WELO DOCUMENTATION NOTES:
STORY WINDOWS. III EKE],
I PRIOR TO PLANNING INSPECTION, THE FOLLOWING DOCUMENTS MUST BE
SUBMITTED AND APPROVED:
I III I a. CERTIFICATE OF COMPLETION AND INSTALLATION
1'-6" I b. IRRIGATION SCHEDULE (SECTION 14.15.110)
C. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (SECTION 14.15.120)
I
d. LANDSCAPE MAINTENANCE AGREEMENT
I
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10320 WUNDERLICH DR.,
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APN: 375-17-012
SHEET
NORTH JOB NO. 20411
Scale: 3/16"=1'-O" SCALE AS NOTED
DATE 6-9-21 OF 7
i
Community Development Department JASON GORSKI
Planning Division - Cupertino LANDSCAPE ARCHITECT
CUPERTINO APPROVED CRLA #5093
Case# R-2021-049
916.799.9349
Application Number(s)
JASON@JGORSKI DESIGN.COM
Approval Body: Director/Staff
Approva I Date 02/04/22
Signatur Brianne Harkousha S
Case Manager
�ANDSCgp
CONCRETE SCHEDULE FRONT YARD IMPERVIOUS SURFACE ��Q`'�
No. 50 3�� ��'y
')
SYMBOL DESCRIPTION QTY TOTAL FRONT YARD AREA = 1024 SF rn
PROPOSED HARDSCAPE - 511 SF Lu
cr_ signature
1� FRONT YARD: CONCRETE, NO COLOR, MEDIUM BROOM 511 SF
Date
FINISH
PROPOSED IMPERVIOUS SURFACE = 49.90% q Renewal9 30.23te.
0 BACKYARD: CONCRETE, NO COLOR, MEDIUM BROOM 697 SF OF CA��F
FINISH
INDICATES AREAS FOR PRIVACY
PLANT SCHEDULE PRIVACY PLANTING SCREEN PLANTING, PER CITY
j I i CODE, TYP. Cc:
CU C W N °)
TR E BOTANICAL NAME COMMON NAME SIZE QTY C E
/ PATI i � �
I I S2 E — r-
2 I I N O cv O
ACER PALMATUM MULTI-TRUNK JAPANESE MAPLE 24" BOX 1 i)'"i_ I w o _
10'-20�T X 10'-15W i �� i i i �' E � � c
HRUBS BOTANICAL NAME COMMON NAME SIZE QTY ; I o T� o
::::::::
I I O .2 O
CUPRESSUS SEMPERVIRENS 'MONSHEL' TM TINY TOWER ITALIAN CYPRESS 15 GAL 7 3 NEW SIDE COURTYARD. REFER I ; a o U
In ._
25-30'T X TW TO ARCHITECT'S PLANS i J i E
j I= coo
� (6 '—
PITTOSPORUM EUGENIOIDES LEMONWOOD 15 GAL 5 oI a =
I t n o
20-407 X 15-30'W
nROUNRS BOTANICAL NAME COMMON NAME SIZE SPACING QTY RESIDENCE
I
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Revisions:
TURF SOD DROUGHT TOLERANT FESCUE BLEND SOD 331 SF 10.4.21 REVISED
UP ,
Q 11.12.21 City Comments, 10.5.21
Q12.1.21 City Email Comments, 12.1.21
i OUTLINE OF PROPOSED SECOND
STORY
� I
� I
IVING i (E) FENCE ALONG PROPERTY
ARAGE LINES TO REMAIN
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' NEW SIDE WING FENCE, TO
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NEW SIDE WING FENCE AND 42"W i MATCH EXISTING, TYP.
GATE, TO MATCH EXISTING, TYP. i
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NEW CONCRETE DRIVE WITHIN o a c s PRESERVE AND PROTECT(E)CITY O
CITY PARKWAY STRIP I STREET TREE. REFER TO ��
(E) UTILITY POLE AND OVERHEAD LINES, ENGINEER'S SITE SURVEY FOR
I 1 ADDITIONAL INFORMATION.
TYP. REFER TO ENGINEER'S SITE C O
Cz
SURVEY FOR MORE INFORMATION \ 3'-5" ^ '
CITY SIDEWALK, TYP. REFER TO
\ ARCHITECT'S PLANS FOR ANY CO Ll
MODIFICATIONS O
✓ � U
WUNDERLICH DR.
(D
Drawn By:
JJG
Date
OCTOBER 4, 2021
Job No.
17521
Scale
1/8" = 1'-0"
Sheet Title
REFER TO ARCHITECT'S PLANS FOR ADDITION
INFORMATION: Conceptual
Al - SITE PLAN Landscape Plan
A2 - DEMO PLAN
A7 - PRIVACY PLANTING PLAN
Sheet Number:
THIS LANDSCAPE DESIGN PLAN SHALL COMPLY WITH THE CRITERIA 0' 8' 16' 24' L C
OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE.
SCALE: 1/8" — 1'-0" Drawings in Set: 1
L
Community Development Department
Planning Division — Cupertino
CUPERTINO A PROVED SURVEYOR`S NOTE
Case # R-20 1-049 LEGEND
THIS MAP CORRECTLY REPRESENTS A SURVEY DONE
Applicati on Number(s)
BY ME OR UNDER MY DIRECTION IN CONFORMANCE
FOUND MONUMENT LID, NOTHING INSIDE; SHOT CENTER WITH THE REQUIREMENTS OF THE LAND SURVEYORS
ACT. THE BOUNDARY LINES SHOWN HEREON ARE
Approva I attee 02/0422
Approval o D0 / Staff 3 WATER METER BASED ON A BOUNDARY SURVEY DONE BY WILSON
2/04 ��
JP JOINT POLE LAND SURVEYS.
Signature Brianne Ha kousha 9
Cas manager I w ELECTRIC METER a16&_ DATE
� GAS METER KENNETH D. WLSON LS 5571
OH OVERHEAD LINE
(ED MANHOLE SITE BENCHMARK
CONTROL POINT ELEVATIONS FOR THIS SURVEY ARE BASED ON ASSUMED
WOOD FENCE ELEVATION OF 186.34` AT CONTROL POINT #17.
CONCRETE
PROPERTY LINE GENERAL NOTES
y P.U.E. PUBLIC UTILITY EASEMENT 1. TREE SIZES AND TYPES ARE APPROXIMATE AND
SHOULD BE VERIFIED BY A CERTIFIED ARBORIST.
�T, BUILDING 2. FINISH FLOOR ELEVATIONS ARE TAKEN AT DOOR
THRESHOLDS.
STREET CENTER LINE
FF FINISH FLOOR ELEVATION 3. BUILDING CORNERS WERE LOCATED AT FINISH
MENHART LANE (HIM CHIMNEY LOCATIONS (STUCCO, BLOCK OR WOOD AS IT EXISTS IN
— • THE FIELD).
UNDERGROUND UTILITY NOTE
^0 °A 5.
00'
,�o, I
CO* UNDERGROUND UTILITY LINES, IF SHOWN, DEPICT OUR
. . 60 ESTIMATION OF WHERE THE ACTUAL LINES MAY BE
LOCATED. THE LINES WERE DETERMINED BY CONNECTING
x VISIBLE UTILITY APPURTENANCES AND ALSO BY USING
PAINTED MARKINGS PLACED BY OTHERS. THE UNDERGROUND
V� UTILITIES MAY OR MAY NOT BE AS DEPICTED ON THIS
SURVEY. NO LIABILITY IS ACCEPTED FOR ANY
DISCREPANCIES, OMISSIONS OR ERRORS WITH REGARD TO
SAID UNDERGROUND UTILITY DEPICTIONS ON THIS SURVEY.
0 9.:. `� LOT 118 LOT 145 A TITLE REPORT WAS NOT AVAILABLE FOR THIS PROPERTY
e 4 N N 40 M 29 40 M 29 WHEN THE MAP WAS PREPARED. CAUTION SHOULD BE
° h � J I EXERCISED WHEN DESIGNING THE SITE. THERE MAY BE EXISTING
JP ,�C o01* Cr 0 OH-___
H 6"' EASEMENTS THAT IMPACT THE PROPERTY.
O e10
N89°41'50 E 97.73
- -00 �� I CONTROL POINTS
0 P.U.E. PER 40 M 29 / �. . . I.
GM
O EM T.-- __--_ -� POINT NORTHING FASTING ELEVATION DESCRIPTON
----�---------------- ---
17 9733.040 9733.902 186.338 CP N+T
' ' '` e I 18 19720.003 19852.911 1187.101 ICP SPIKE
0' I. O
\/ �. rn
rQ.. X
r I-.
��° 06�� LOT 119 RESIDENCE
5', .EE i
40 M 29 -
AREA: .
.115 ACRES a� I
z '���.. i. C7
ON CP #17 i 0 5,004 SQ FT e o. _ '. o y
r—
m w :57. 76 E 44 G
JP 14), �� a tie FF: 187.35' ti� w 40TM1 29 nl
pi
_ 9" PINE STEP (HIM -i i;
cn
• 6" 0: O
e O \ 9" PINE e e OD �4s^o
3b °� 7» PINE • ^
° 31" PINE • °
M o
.�• X 9» PINE .n .lb CP #18 I rri
e 9" PINE • e e e e e e
E D �A� °° M o D
ul
EDGE OF ROLL CURB e. 06 e e. e.• ^�^�;. a.• e.• • X ^°� SHE o I z
(PAVEMENT - 19" TREENQ
i O
°
DRIVEWAY e . . e • e • e . . e . . e . . p10 IN e • �o �_ low
EDGE OF ITl
�.
PAVEMENT— — a �b�o. �� D
N89°41'55"E 127.74' ----------------- `�
_ .
S89`41'55"W 97.73' h� �I O O
wM 4" TREE "a v (N
41
LOT 120 LOT 143
40 M 29 40 M 29
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Email: kenw@wilsonlandsurveys.com
� www.wilsonlandsurveys.com
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WIL 0
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261 CARLTON CT.
GRAPHIC SCALE LOS GATOS, CA 95032 408-427-2279
5 10 20 BOUNDARY AND
TOPOGRAPHIC SURVEY
( IN FEET )
1 inch = 10 ft. AS REQUESTED BY:
DE'A GO'MPA n
i
This map was prepared as an
instrument of service for the LEGAL DESCRIPTION: LOT 119 TRACT 1004 CITY OF
preparation of plans and LAND
I specifications for construction on the p S CUPERTINO, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA.
5.00' site shown on the map. The �5 OUGL RL
I I information shown hereon shall not �!v �S
/i +1 be used in whole or in part for any
———— other project without written authority v
of Wilson Land Surveys. LJ_ 01
I
Copyright 2021 Kenneth D. Wilson Y 3/25/2021 �
Wilson Land Surveys. All rights NO. 5571 APN: 375-17-012
I reserved. Copies of this drawing shall
have this notice. Any drawing using DATE: MARCH 2O21
the information on this map shall --
contain the following: "Topographic J'j P FILENAME: M-043 WUNDERLICH GOTTIPATI TOPO
Survey by Wilson Land Surveys, Los
Gatos, CA" F OF CAL SITE ADDRESS: 10320 WUNDERLICH AVE CUPERTINO, CA 95014
IDRAWN BY: SCALE: PROJECT: JOB NUMBER: SHEET:
CER 1"=10' C-073 M-043 1 OF 1