RM-2022-013 Combined Stamped Plans •253.86
COMML Development Dep
PI rfin ng Division - Clx 6 ' BUILDING
C V P E RT I N 4 PROVED 283•48 TOP OF BANK
11 3.79 .79 22'-2" 286.8'
Case # 2-01 .27 SLOPE STA5ILITY 281.8' ❑ ❑
9 I u er s ,27 PROTE --1
CTION AREA 1' Ira"
6 - •273.45 21'-I" ❑ ❑
•282.63 282.82
Approva I Body F
ctor/ a � 4.68 _ 28
Approva I Date �27/2� - - .27854 7. 2 p 10B' t Slope Stability Designs By You 6L
06>z / 2 Protection Area • AVA2 �7t7'i 1li a m s
7S.6s .278 7 FLOOD CREE- - L � 278.26 TOE OF BANK /
Signature aolo Martire CONTROL-
Case Manager 0 t4 /FLOWLINE 21b0'
276.21 - �80 - 274.90 BUILDING ReSldelltla.l
•277.20 V �� Design / Build
27�.87
•i62.6d- - - \ 2� $2 TOE OF BANK/FLOW LINE 73a 274.50 _ 237 00 2818
8LOPE TOP OF BANK � 200 Burnett Ave., Suite 10
21'-11" 2862' Morgan Hill, California 95037
\ Z12"W0PROTECTION AMA8' 1m" 2' g" Marty's Cell 408-859-4404
•278.7968.00
a / °•276.91 2751 / N89- 18 17 W WRDhomesC�Ya oo.com
.80 75.94 27600 / .281.61 Contractor License 876871
14"TREE 77.66 t Visit us on Facebook
\ 275.81
��\28� CONSERVATION D I S T C T TOE of BANK , . 2 slope Stability Williams Residential Design/Build
76.Bo
3.98 OP OF BANK
"'Y9},p7 \\ •277.55 � / / /FLOWLINE 215.9' Protection Area • Bl/B2
SLOPE STABILITY A2 27 BUILDINGLINE OF "SLOPE STABILITY D2 PRotectloN DATA POINTS 262 TOP of BANKPROTECTION AREA" ` �ze,. 2942 // . 2m'-4 286.1 281.8O262. TOE OF BANK FLOW LINE 6 C 63B / " '
O A 286.36 // SLOPE STA5ILITY 14'-3" h a M
0 12"DEOD C2 y'' / PROTECTION AREA rrE�. MM
6r 283.96 286. / O V/ .4 00 Oy
` 3 •� l V
F '•�k * 6'18 El ` • .59 89 9 1 6. .286.78 / 2 Slope Stability W 0 U O
`� eg 0
3 38•82 fi "12�2' •2 i /FLOWLINEE2216.9' ` Protection Area • Cl/C2
1 Y 820 �'.. .80 7.0 66.62 - .. $4
26' 33"yy ;� � , 54 -2a7.o3 1.,-- I �/ � - TI�LLIs � � � � � .. �
BUILDING �+
*' WIRE FE-SO
pC - '-w-_4 _ 76 Bl .-� �.02 95 gs 7.01 I / 4' 301-41I PATIO ..r
} S8 2 ' 33"�, _w_� .72 4 �. low" .73 0 -- I / ,o
•288.85 1 47 D _ _ ItY ••
y� Co-a+ �67 LINE OF "SLOPE St,A$ OP OF SANK 2818 F
p0 �° 0 �� I PROTECTION jF A" 286.1 w
4 `�a{J' R 15. 4 P I �, ...
•286.55 of ��333111 •285.80 J D. 7.33 I / 1 N/A - SLOPE STABILITY � +
@ •286.91 •286 •2/I .28 PROTECTION LINE a W 87.31
8.76 .288.96 20M s 287
�88.68 �OF"SLOPE srA59�1'h1'• � i � I TOE OF SANK Slope Stability Protection Area • Dl/D2
- - - - - - - •288.99 � � � 15 C.E. PROTECTION Amp'" .267.48 /a •28744 z67.a, /� 4 I /FLOWLINE 211.9'
�-. / F TIC PATIO
N n
_ - - - 287.69 i .287.80 HATCHED AREA INDICATES 12' 3" 53'-8" I P 0 `-r
N N 1
/ - BUILDING
_ �� I
' - - A7 GUTTER DOWNSPOUT 287.73 AREA OF WORK a 1ST LEVEL
\ - - - PROVIDE RUNOFF ONTO _ _ I N M
VEGETATED AREAS - _ - � 7B1 / • PROVIDE RAIN BARREL FOR 2818 � �
• .>', - - - - - - - - - - - - / I ROOF RAIN WATER RUNOFF. / TOP OF BANK •�
8"TREE .�,� LAWN '�, I N •28 �° 1
•287.75
i 24" STORM DRAIN LINE € (L
w 287p8 AT PATIO PROVIDE RUNOFF , \ _�3. .6 •;. 2679z 3" 2 I N/A - SLOPE STABILITY Slope Stability Protection Area • El/E2 a Q)
\ ONTO VEGETATED AREAS \2 NK PROTECTION LINE
..
OF
j 281.65' DATA POINT 1ST /OEOWLINE 2" L
287.4 J FLR$LDG ENVELOPE, Co R
45
\ / - - \ /. •zezn I REFER TO A4/EXTERIOR z O
28. E � L
/j 1 18.2'287.9 I ELEVATION - BAR C
•287.4,287.30 1
o / •. TE?�� A.
I yVN 16' WOOD �. ..
Slone StabilityProtection Area M
FENCE-TYP. w -
/ / I FF \289.53
O 6bLD PIND5 PATHWAY
mews
PROVI)7E RAIN BARREL FOR I�I '' eo TRACT 0. `3628
N O ROOF R)QM WATER RUNOFF. s itcb ', -
288.8 - 177 31 ,- . CQ � I
66.°,
LAWN TWO-STORY ,
2 7.96 c
5287.90 H 0 U Zas.�e� >n
287.91 U4 1 cC ..
288.36 '�••4d7.76�. SETBACK I /
\ S AC
=287.99 7
�I PEAK ::.: I // /j/ O\
319.
� 287.60
387
m .99 FF 9 I / / 0 c�
ea.08
LOT 89 I / ,// U 0
TRACT N0. 3628 •za6.°6 w ., w I LOT 91 ��0 / W ,w 0
177 M 31 SHED 9: s4e O TRACT N0. 3628 /�
d
os 24 ?, eAt • i l!) I PROVIDE RAIN BARREL 177 M 31
ADJACENT � ' •' FOR ROOF RAIN WATER / }/� / 4 O U
288.13 I "OFF. / � / O
HOUSE E°AM A GUTTER DOWNS t I / o i�+ O ,a o
288.23 .03 ,.
2 OVIDE RUNOFF cab 2 7.:•.
VEGETATED AREAS 79 .!y'. .. • GARAGE � I ADJACENT U .�
FS 287.96 7: 2c HOUSE / } / A r� •� +�
1 287.7 .•;• ;y
/ 6 MA � /. - 267. z' t.14 287.60 a z�1,
\ 287. 288 U 288.05 •"4287.89.a. .� / _ •"° •• 87.10 I / / V l�I
\ .. a". .Y ! r. . .... 1K r h/GA \ 2a7.�3a. U
287. 7.59 ...�"' .��:�`. I .os / } w
\ • ;'4
/ "M 9\ 88.0 LAWN297.Sa _ 8783. . •'4'�° .•` ,:a •:•'••r w ". 286.dz W
\. ,.. 3• •:<..�'.:,.: 1 LOT 92
4.
jP
o / \\ •287.80 ,s ' ;. I j TRACT NO. 3628
6 BUJ \ 207.55•� .47.3 s•.?+•'e �• '••'.. ONli;•''•_ :...4••. 266.36.. /
/ .. I / 177 M 31
287.99 287.40 �.. .. ''5.. .. L() 286.37 /
/ 6"BUS 93 C ;�•.....•,. •...••:.'.:DR APN 326-18-016
\ F. 06 /
/ 6"BUS \ LAWN �4°•Zr` 4 4 ...r ..,.'...i' .e CONIC /
/ BUS . _.` •.• .:.' _ DRIVEWAY /
N "7.98 287.8 �'�\ 288.48 •i ,,..� :5S �.:.._. 0 ��•�� / /
n, C� !� ••. •.5."._ .
/ 6 H 7.67 •"�'B 'Y� FF 289.45
6 287.38 286.16k . •.••4+•'.. U, 76„ \•0 /
:zea 6 SIDEWALK Bg.00 . / /.266.67
p Ss WIN : ::. /
(� 4 .96 285.79 & 1 \
56 ! ( 8e.7 .286.81
28
00 I 285.81 38 �-° r 1 H R Y
6 6 C ,Z
MINOR RESIDENTIAL PERMIT CALC NC O' '\� 3 266.7a 2 �; CATCH 266.0, 286.56
B 5.62
REAR YARD AREA 2028.50 D IVEWAY 68.01 18 28 BASIN �s24 \28\,9
LOT WIDTH AT FRONT SETBACK=52'-4"(.3') p�-O °�'90 E[� E OF PAVEMENT \ 6•83 286.,2 6.39
20 x 52.3 - 1046, S po- �2�. •z6s. "�
THEREFORE 2028.50 IS NOT LESS THAN 1046 N��o s Op, ��[[�� 66 U R B & GUTTER ST. LIGHT 285.44
85.2�85.31
t7 \ 286. \ x
� NOTE : JY .Y _ _
AS OF DECEM5ER I, 2012, ALL DETACHED SINGLE FAMILY HOMES WHICH CREATE OR REPLACE 2,500 SF �'`i �`265.�- �� - x rii
OR MORE OF IMPERVIOUS SURFACE ARE REQUIRED TO INSTALL ONE OR MORE OF THE FOLLOWING ,�jj 26 9 \ 6.27 - _
255
DESIGN MEASURES: 286.22 / � �� ss �'\SS \ - - - - - - E �
a. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS 6.04 J (b� SS _ _ = - - - - 5_W_C.E•_ W •.�
b. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS FOR REU.5Ei j 5 ;/ SMH 55 1 6.5e - - -
r w
286.3a
c. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS. ; 2�61 FD. 2" 84 ,286.36 28S - - _ �
o d. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. 66.,3 BRASS DISK
. \ 2 .82 •lam -
24Q85.66 IN M O N.
e. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES I WELL NN 0 18"ASH - - - _ _ _ _ - DATE:
6.17
F 285. 0 x _ _ _ _ -
28° , X- Mar. 01, 2022
NORTH 266.37 _
m I 1 ® NN JP j _ _ _ 5' W.C.E. - _ _ - - SCALE:
As Noted
�x
JOB NO.
•j'�8.80 I I N \
\ f 2106•A I-Law
Site Plan �;� � �� LOT 93
�?\ \ o\ TRACT NO. 3628 SHEET NO.
0 10' 20' 40' \ ��� NN I 26.CA 11 I ; f 177 M 31
6.73
•266.6z I 18"OAK
w scale: V =10'4' I V87.11 1
`287.13
(�b'� NN 287.12
�-(J „I•
Qom'. \\ I
Comm Development Department Keyed Notes
� 45'-2 I. DEMO PORTIONS OF (E)WALL.
PI rt,�n ng Division — Cupertino
CUPeRTINO APPROVED 2. DEMO (E)DOOR
Case # M-2022-013 C 5 `
3. DEMO (E)U1INDOUI.
lication Number(s) q� A5
4. DISCONNECT (E) LAUNDRY UTILITIES AND RELOCATE WASHER / DRYER
Approval Body � ctor/ StafF
�27�22 / 5. DEMO lE)CABINETS. Designs By You &
Approva I Date W g
Signature aolo Martire / I I 6. DEMO (E)IUINDOIU SEATING AND STORAGE CA5INET. Williams
.
Case Manager 1 DEMO lE)STEP / STOOP `
� Rest entia
8. DEMO (E)TRELLIS POST d BEAM Design / Build
200 Burnett Ave., Suite 106
Morgan Hill, California 95037
Lu
$ 8 S. DEMO (E)PATIO Marty's Cell 408-859-4404
a WRDhomesOYahoo.com
Contractor License # 876871
Visit us on Facebook
Williams Residential Design/Build
0
\ � v
O �
4
2 3 DEMOLITION NOTES: 0 O M Nen 00
� — CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO 51p E CONSTRUCTION. ,� O pp
O
— � CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR METHOD AND MANNER OF 1 O� •� � U O rA
0
3
�w Fol
� i DEMOLITION.
� CONTRACTOR TO TEMPORALLY BRACE d SECURE EXISTING STRUCTURE PRIOR TO
OO I I DEMOLITION OF ALL SURROUNDING STRUCTURE. w -Q
0 .�
,q _ _ — — — • — — — — I A CONTRACTOR TO VERIFY WITH OWNER PRIOR TO DEMOLITION THE RE-USE OF
A5 A5 EXISTING MATERIALS AND METHOD OF DISPOSAL OR RECYCLING.
CONTRACTOR MAY REUSE EXISTING RECEPTACLES 4 LIGHTING FIXTURE IF THEY: 1)
living room nook family. room = = MEET CURRENT CODE REQUIREMENTS. 2) ARE IN APPROXIMATE LOCATION OF NEW a W
3 I I N e CONDITION (AND MEETS OWNER SPECS.).
(E) a' CEILINCz I-47.
HAFD WOODINISL FLOOR N
N �N
' 0 v dl
N 0 0
N ' N
Q)
`O a Q)
O
hall 1 1 aun dry W
CEI) 8' GEILINCz HT. a:
dining room
I
powder
fo er
I -
O Ln
5
co erect
entry
w
0 4
.y.Il U a
rA
'
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r
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2 car garage �, U
N N 0 ^
A � � lr4 U
0
°
I I
J
N_
"
c 5 O
A5 A5 r-+ O
7'-101I
23 -4 21 -10
45'-2" a O
� .,.�
9
O
ti
00 o
CD EE:xistingFloorPlan Scale: 1/4a=1'V FLE:
Ol, 2022
N LEGEND Noted
coEXISTING W,4LLS N NEW W,4LLS A I-Law
J
i
o SHEET NO.
N THE CALGREEN MANDATORY REQUIREMENTS ARE LOCATED ON G5.1
O
CD
N
1�
16 8 4 0 2
N A2d
3 ' ' ' '.Q
1
Comm Development Department Keyed Notes
� 52'-I" 1. NOT USED.
PI r5n ng Division - Cupertino
CuFLRTINQ 33'-III 191_�II 2. NOT USED.
APPROVED
Case # M-2022-013 C B `
3. NOT USED.
AS AS
plication Number(s)
5 5 5
4. PROVIDE 1/4" PER FOOT (12") SLOPE FOR DRAINAGE AT ALL DECKS 4 PATIOS. ❑ ❑
Approval Body actor/ Staff
A rova I Date W 8 6 5. UNDER FLOOR VENTING: PROVIDE 8"x 14" SIMPSON OR EQUAL. G.I. FOUNDATION VENTS,
pp 6/27/22 8 CO
TEMP 6080 TEMP 6080 AM,TEMP 8 REFER TO CALULATION-1 THIS SHEET. CONTRACTOR TO VERIFY OR INSTALL TOTAL Designs By You 6t
Signature r�Paolo Martire = _ - ---------------- - - - - - ------------ - _ = VENTS AROUND HOUSE AS SHOWN ON VENTING CALCULATION W 111 *
Case Manager II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' 6. PROVIDE NEW RECTANGULAR STEEL BEAM, REFER TO STRUCTURAL DRAWINGS. ReSldentlal
II II II II II II II I I II II II II I II III Design / Build
7 12 1 F 1. PROVIDE 4x WOOD TRELLIS JOIST O 16"O.C• 200 Burnett Ave., Suite 106
6 I II II II II II II II I II II II II I II III
Morgan Hill California 95037
W I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III o I S. PROVIDE 5RICK VENEER FINISH,FINAL VENEER T5D. Marty's Cell 408-859-4404
a I WRDhomes6Yahoo.com
I I I I I I I I I IZ terrace I I I I I I I I I I I I I I III ° great rm S. STUCCO : 3 COATS (1/8" THK) CEMENT PLASTER w/ INTEGRAL COLOR AND SMOOTH Contractor License # 876871
I I I " 10- 6EILINC4 �T. I I I I I I I I I I I I I I III `� SAND FINISH, o/ 17GA G.I. SELF FURRING 150 GRADE "D" PAPER BACKED STUCCO
• 10'-0" CEILING HT. u
I I I I I I I I I I o Visit us on Facebook
CONIC FINISH 1 �ooR I I NETTING o/ I LAYER OF 150 GRADE "D" PAPER (=2 LAYERS TOTAL OF 150) o/ 3/6" MIN.
Williams Residential Design/Build
PLYWOOD SHEATHING, REFER TO STRUCT. DWGS FOR PLYWD, STUCCO CONSTRUCTION
SHALL 5E COMPLIANCE WITH CRC SEC 103.
v
I 4 1 1 I I I I I I I I I I I I I I I I i t III 8 10. PROVIDE STEEL SEAM TO REPLACE (E) PSL, REFER TO STRUCTURAL DRAWINGS.
00
II II II II II II II II II II II II II II III •�
�
I1. PROVIDE STEEL COLUMN REFER TO STRUCTURAL DRAWINGS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III � 5
� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III e $ O �► � � ��io
12. CONCRETE STOOP 4
13. CONCRETE STOOP w/ STEP TO GRADE O n00p
F L - --- -- - - -- - - - � �_- -J�_ IL _ _J •� • 'd'
- - - - - - - - � 14. NOT USED rp
iE
�'! U O p
3 3 -101, -tll A -O" Ir ( -pll Q �I �` •�I
15 I pW O � `t K/ .1 J N 15. PROVIDE RAIN BARREL FOR ROOF RAIN WATER RUNOFF. � � V, �p •• �
s
12 ~ M4 0
10
00
NR�4L L R PL
- F x a
A5 s AS v
° � WINDOW 4 DOOR GLAZING TO 5E DUAL-PANED, LOW-E2, WITH A U-FACTOR RATING 4
OO `� SHGC FACTOR RATING AS SPECIFIED IN TITLE-24 FENESTRATION SURFACES. >
living room _ ng a e" _ a w
r ALL CABINETS SHOWN ARE FOR DESIGN PURPOSES ONLY. ACTUAL CABINETS TO BE
I CE I L iNr--, HT, 6 i (oil SELECTED BETWEEN OWNER AND CONTRACTOR.
HARDWO p FINISH FLO C„ n
L - s DINING ALL EXTERIOR DOORS SHALL BE AT LEAST 1-3/4" THICK, MADE OF METAL OR e v 0
TABL - FIBERGLASS, ALL EXTERIOR WOOD DOORS SHALL BE SOLID CORE, .ALL
--- a EXTERIOR DOORS SHALL HAVE WEATHER STRIPPING.3 .,
CV _
r EXISTING STRUCTURAL FRAMING IS DIAGRAMMATIC TO THE METHODS OF FRAMING �' €
s USED, 4 MAY NOT NECESSARY REPRESENT EXACT DIAMETIONING OF ALL
STRUCTURAL MEMBERS.
CONTRACTOR TO VERIFY ALL EXISTING CONDITION AND VERIFY ALL DIMENSION
Co
PRIOR TO BID AND CONSTRUCTION. z E
O
I I I hall 1 WINDOW 4 DOOR SIZES SHOWN ARE FOR DESIGN PURPOSES ONLY. ACTUAL WINDOW -'
0 DOOR SIZES SHALL BE FRAMED 4 SET PER MFG. SPECIFICATIONS. MAKE 4 MODEL
4
sundry NUMBERS SHALL BE CALLED OUT PER SUPPLIER'S AND/OR OWNER'S w
( ) 8' CE IL INCH HT. pG
SPECIFICATIONS. WINDOWS TO BE DUAL-PANED (U.N.O.)
1 powder 0 ANNULAR SPACES AROUND PIPES, ELECTRICAL CABLES, CONDUITS OR OTHER
fo er I OPENINGS IN THE SOLE / BOTTOM PLATES AT THE EXTERIOR WALLS SHALL BE
N I RODENT-PROOFED BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE
W
MASONRY, OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.
WRAP ALL NEWLY EXPOSED EXTERIOR WALLS WITH COX PLYWOOD, REFER TO
STRUCTURAL DRAWINGS, AND FACE WITH APPROVED EXTERIOR VAPOR BARRIER
covered ® H FLOOR ELEVATION: THERE SHALL 5E A FLOOR OR LANDING ON EACH SIDE OF A
GENE15 AL FLOOR PLAN NOTr cont : 11 � LINE OF CONFORMING DOOR. SUCH FLOOR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE
R308.1 SAFETY GLAZING, EXCEPT AS INDICATED IN SECTION R308A EACH PANE OF I I entry \ GARAGE , OF THE DOOR. LANDING SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH �+
GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R3084 1 I ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4" PER FT. G� � :3
m SHALL BE PROVIDED WITH A MANUFACTURER'S DESIGNATION SPECIFYING WHO - - _ _ �'� 0
APPLIED THE DESIGNATION, DESIGNATING THE TYPE OF GLASS AND THE SAFETY 1/2" MAXIMUM FLOOR ELEVATION CHANGE AT THRESHOLDS OF INSWING DOORS (TOP U
u GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL OF THRESHOLD TO TOP OF LANDING). W •I x p
INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, Oil) �
CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE OF A TYPE THAT ONCE , IF RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4" AT
APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT O U
PERMITTED IN LIEU OF THE MANUFACTURER'S DESIGNATION. VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT SLOPE). O ed
R308A.1 GLAZING IN DOORS, GLAZING IN FIXED AND OPERABLE PANELS OF 2� ar arc e ° `� 1� a .W
SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A F g IF A STEP DOWN TO A LANDING IS PROPOSED AT DOOR EXTERIOR, THEN STAIR �+ U •�
HAZARDOUS LOCATION. x RISER STANDARDS (4 MINIMUM AND 1-3/4 MAXIMUM ARE ENFORCED. z
t�
R308A.2 GLAZING ADJACENT TO DOORS, GLAZING IN AN INDIVIDUAL FIXED OR EXTERIOR STAIRS USED FOR DECKS AND LANDSCAPE SHALL BE 1-3/4" RISE rah N 0
OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A / MAXIMUM AND 10" RUN MINIMUM, PER CRC SECT R311.1 A V N U
HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS
LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE AND IT \ MINIMUM WIDTH OF STAIRS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL
MEETS EITHER OF THE FOLLOWING CONDITIONS: POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED
WHERE THE GLAZING IS WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR 20 -0
HEADROOM HEIGHT, PER R311.7.1.
i I I
IN THE PLANE OF THE DOOR IN A CLOSED POSITION. / \ MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL MEASURED
WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE / \ HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF
N DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE THE ADJACIENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE,
6 SIDE OF AN IN-SWINGING DOOR. / PER R311.1.5.2.
R308A.3 GLAZING IN WINDOWS, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE 15
PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDEREDL7 ALL HABITABLE ROOMS MUST HAVE EXTERIOR GLAZING WHOSE TOTALS ARE A
TO 5E A HAZARDOUS LOCATION: - - - - - - - - - - - - MINIMUM OF 896 OF THE FLOOR AREA FOR NATURAL LIGHTING, CRC R303.1. O
THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LAMER THAN S SQUARE FEET 21'-I0" ALL HABITABLE ROOMS MUST HAVE EXTERIOR GLAZING WHOSE TOTALS ARE A
(0.83(o M2), MINIMUM OF 4% OF THE FLOOR AREA FOR VENTING, CRC R303.1. 0
THE 50TTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (451 MM) ABOVE C B �1
THE FLOOR, ,AS A5 �1
THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (S14 MM) ABOVE THE
FLOORi AND
ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (S14 MM), MEASURED Q�
3 HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. rsi
R308A.4 GLAZING IN GUARDS AND RAILINGS, GLAZING IN GUARDS AND RAILINGS,
INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS,
REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE 1st Level Scale: 1/4"=1'-Ou FOUNDATION AREA VENTILATION : w
CONSIDERED TO BE A HAZARDOUS LOCATION. w
o 1028 SQ.FT.OF CRAWL SPACE/ 150 = 6.852
R308A.5 GLAZING AND WET SURFACES, GLAZING IN WALLS, ENCLOSURES OR FENCES 6.852 SQ.FT.x 144 986.64 SQ.IN.
0 ° CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, LEGEND
o BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE EXISTING WALLS PROVIDE986.64 SQ.IN. OF CRAWL SPACE CROSS VENTILATION
DATE:
N BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) Mar. Ol 2022
MEASURED VERTICALLY A50VE ANY STANDING OR WALKING SURFACE SHALL BE NEW WALLS FOUNDATION VENTS: (BASED ON 8"x14"VENTS) •
6 W CONSIDERED TO 5E A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE SCALE:
7 GLAZING AND EACH PANE IN MULTIPLE GLAZING. PROVIDE SIMPSON G.I. FOUNDATIONS VENTS,SPACED As Noted
N GLAZING WHERE THE BOTTOM 986.E SQ.IN. REQ'D/ 72 SQ.IN. = 13.70
R3g8.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS, 14 FOUNDATION SCREENS REQUIRED, PROVIDE VENTING JOB NO.
EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE� Q
PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN BLOCKS ATEVERY4' STUD BAY OR AS NECESSARY. 2106-A I-Law
a FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS
LOCATION.
a R308A.1 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING, GLAZING ADJACENT SHEET NO.
N THE CALGREEN MANDATORY REQUIREMENTS ARE LOCATED ON GB.1
TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS
N THAN 36 INCHES (S14 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM)
HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING
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SHALL 5E CONSIDERED TO BE A HAZARDOUS LOCATION. 0 2' 4' 8' 16'
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THE USE OF THESE DRAINGS AND SPECS.SHALL BE IRESTRICTED TO THE OR GINAL SITE FOR WHICH THEY UERE PREPARED t PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE,REUSE,REPRODUCTION,OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED,TITLE TO THE DRAWINGS<SPECS.REMAINS WITH THE DPSMM WITHOUT PREJUDICE,VISUAL CONTACT IUTH THESE DRAWINGS t SPECS.SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF EPTA 5E OF T14ESE WSTP IONE.
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FOR: REVISIONS: PROJECT TEAM : a o
t" IN r'' t,�=i Submit Preliminar Plannin 12-20-21 C 7d p N�
O o s Residence Anne Johnson �: o d,
z 2nd Level Floor Plan �� ., V x�� �.
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Submit Minor ReSidetial Permit 03-01-22 a p 0' f�a .� ❑�❑
0 N / Remodel 443 Grant Street # o ~ o
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Healdburg, Calif. 95448 � Cr ao
Clearcreek Court Phone 408-832-1692 p 0 W 9 �' 'ino, California, 95014 4 p+•
Email ajinteriors408Ca3gmail.com � GID S 4 8,0
CommjF- n
Dei elopment Department
PI g (vision — Cupertino
CUPeRTINO APPROVED
Case # M 022-013 8'-1" 2ND LEVEL PLATE 8'-I" 2ND LEVEL PLATE ❑ ❑
lica 11'4" ABV 15T LEVEL FIN FLR 11'-1" ABV 1ST LEVEL FIN FLR 0 Q
❑ ❑
Approval Body l ct r/S afF
Approva I Date W /2 /22 Designs By You &
OFING SHALL BE
Signature aol Mart re METAL IBBED ROOFING, ROOF PITCH william.S
c se Man ger ROOF PITCH TYPICAL 12$ 0 12 METAL ROOFING" OR O 2 RIBED ROOFING,EMFG'D BY R e s i d e n t i a l
TYPICAL EQUAL
p 2 "TUFF-RIB METAL ROOFING" OR Design Build
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EQUAL 200 Burnett Ave., Suite 106
10'-0" PL 10' PLATE Morgan Hill, California 95037
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9'-0" 2ND LEVEL FIN FLR Marty's Cell 408-859-4404
a WRDhomesOYahooxom
81-011 PL 5"
26 GA.G.I.FASCIA GUTTER Contractor License # 876871
o/2x(o $45 ADVANTAGE PLUS Visit us on Facebook
— — — — — — — 3 COAT CEMENT PLASTER FASCIA BOARD, Williams Residential Design/Build
w/ INTEGRAL COLOR AND SMOOTH SAND FINISH WINDOWS d DOOR SHALL BE
,
TYP.TO MATCH EXISTING DUAL PANE GLAZING, TYP.,
0
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ALUMINUM CLAD EXTERIOR
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U 0'-0" FIN.FLR 28953' STRUCTURAL DRAWINGSFLR.0'-0" FIN.
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VENTS,SEE CALULATION SHT.51,CONTR. rA $4 O 4) 0
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ENVELOPES i
♦ 1z IIST FLR
+.d Exteror Elevation - Rear Scale: l/4"=1'-0" 0 $wVO n 04
A C� N U
EXTERIOR ELEVATION GENERAL NOTES
STUCCO CONSTRUCTION SHALL BE COMPLIANCE WITH CRC SEC 103. RO0FING-3 PROVIDE METAL RIBBED ROOFING, MFGR BY "TUFF-RIB METAL ROOFING" OR BY
OTHERS, INSTALL PER MFGR SPECS. OVER CLASS "A" UNDERLAYMENT : 030 FELT OR (2)-LAYER «15
CONCRETE ROOF TILE CONSTRUCTION SHALL BE PER MANUFACTURE'S RECOMMENDATION. FELT o/ 1/2" PLYWOOD SHEATHING w/56 a 6" O.C.E. d 12"O.C.F., REFER TO STRUCTURAL DRAWINGS FOR
PLYWD AND NAILING SPECS. �
ADHERED VENEER, SHALL COMPLY TO CRC R103.12, AND FLASHING SHALL COMPLY WITH CRC
R103.12.2 GUTTER : 5" 26 GA. G.I. FASCIA GUTTER o/2x6 545 ADVANTAGE PLUS FASCIA BOARD,
TYPICAL. PROVIDE SCREEN TO PROTECT FROM LEAF ACCUMULATION. Q
ALL NEW ADDITION EXTERIOR FINISHES TO MATCH EXISTING EXTERIOR FINISHES, U.N.O. •VEd
EAVE SOFFIT : NONE.
m CONTRACTOR TO FIELD VERIFY ALL EXTERIOR MATERALS AND FINISHES PRIOR TO BID AND / OR MOCK : PROVIDE 'ELDORADO STONE' TYPE- (SELECTION DEFERRED)o/MORTAR SET BED o/
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ORDERING OF NEW MATERALS. WEATHER RESISTANT BARRIER o/ 3/8" PLYWD SHEATHING MIN ON 2x STUD WALL, PER MFGR SPECS
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ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. STUCCO : 3 COATS (1/8" THK) CEMENT PLASTER w/ INTEGRAL COLOR AND SMOOTH SAND FINISH, o/ sal
ALL EXPOSED WOOD TRIM, PLYWOOD, SHUTTERS, POSTS AND CORBELS TO BE "RESAWN" AND 1IGA G.I. SELF FURRING 150 GRADE "D" PAPER BACKED STUCCO NETTING o/ 1 LAYER OF 150 GRADE W
SHALL BE PRIMED ON ALL SIDES PRIOR TO INSTALLATION / ASSEMBLY. "D" PAPER (=2 LAYERS TOTAL OF 150) o/ 3/8" MIN. PLYWOOD SHEATHING, REFER TO STRUCT. DWGS
ROOFING SHALL BE METAL RIBBED FOR PLYWD, STUCCO CONSTRUCTION SHALL BE COMPLIANCE WITH CRC SEC 103.
ROOFING, MFG'DING BY "TUFF-RIB ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN INSTALLATION OR STRUCTURALLY
METAL ROOFING" OR EQUAL ROOF PITCH TRIM BOARD : 2x4 ADVANTAGE PLUS O
5" 26 GA.G.I.FASCIA GUTTER TYPICAL 12 APPROVED "ORNAMENTAL" CONNECTORS WITH A POWDER-COAT FINISH. •�
o/2x6 546 ADVANTAGE PLUS 2 0 R1032 WATER-RESISTIVE BARRIER : ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND
FASCIA BOARD, BREAKS, COMPLYING WITH ASTM D226 FOR TYPE I FELT OR OTHER APPROVED WATER-RESISTIVE
I-U BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR H
10' PL MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER /V
LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS w r=1
! THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE w
00
NEW STEEL BEAM ! TOP OF lyeS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO
At TRELLIS ! MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R103J THE
00 ° i WATER-RESISTIVE BARRIER IS NOT REQUIRED FOR DETACHED ACCESSORY BUILDINGS.
o I
DATE:
THE CALCaREEN MANDATORY REQUIREMENTS ARE LOCATE[) ON CaB.I Mar. Ol, 2022
SCALE:
PROVIDE 'ELDORADO
STONE' TYPE- As Noted
o (SELECTION DEFERRED) JOB NO.
CONCRETE SLAB,REFER TO
2106•A I-Law
STRUCTURAL DRAWINGS
J
0'-0" FIN.FLR ,h o FINISH GRADE SHEET NO.— — — — — —
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Comm Development Department
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CUPLRTINO APPROVED
Case # M-2022-013
V-1" 2ND LEVEL PLATE
lication Number(s) -1 IZ' " ABV IST LEVEL FIN FLR ❑❑
�
Approval Bodyactor/ Staff
Approva I Date W /27/22 Designs By You &
Signature laolo Martire
Case Manager master bath bath #2 bedroom #2 bedroom #3 - 1. 1 a I'lls
co Residential
y Design / Build
200 Burnett Ave., Suite 106
V Morgan Hill, California 95037
w 10' PL
a lEJ BEAM 05 404
V-0" 2ND LEVEL FIN FLR _ MWRDhomesOYahoo.arty's Cell orn
EXISTING 2xI0 z V-1" IST LEVEL PLATE Contractor License # 876871
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i' REMOVE (E)PSL BEAM,
PLACE WITH NEW STEEL BEAM, Williams Residential Design/Build
REFER TO STRUCTURAL DIGS
dining area kitchen living
room 00 o
CONCRETE STOOP I ,, N 000
TO GRADE I p �, o
00
V-0" FIN.FLR 0'-0" FIN.FLR V 0
3 FINISH GRADE w #o
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3 V-1" 2ND LEVEL PLATE
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• METAL ROOFING" OR EQUAL p- a
5" 26 GA.G.I. FASCIA GUTTER ROOF PITCH
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2 � �
FASCIA BOARD, I R-38 II II CROSS SECTIONS ARE DIAGRAMMATIC AND USED FOR CONSTRUCTION FRAMING PURPOSES ONLY 0 -'
iC
INSULATION AND MAY NOT REPRESENT EXACT FRAMING METHODS, CONTRACTOR TO USE FRAMING METHOD
10' PL OUTLINED IN I.B.C., C.R.C. OR REGISTERED ENGINEERS FRAMING DETAILS, SEE STRUCTURAL FRAMING
DRAWINGS AND DETAILS.
R-15 INSULATION _ _ V-0" 2ND LEVEL FIN FLR _
REMOVE (E)WALL,BEAM t0 EXTEND FULL PROVIDE NEW HEADER 8'-I" IST LEVEL PLATE ROOF FRAMING SHOWN IS FOR SITE FRAMED TYPE ( STICK FRAMED OR CONVETIONAL FRAMED ), IF
-�
LENGTH CORNER TO BEAM FOR NEW OPENING — r TRUSSES ARE TO BE USED SEE STRUCTURAL FRAMING DRAWINGS AND/OR TRUSS MFGR DRAWINGS.
CORNER great room FLUSH CEILING
r ASSUMPTION USED ON THIS DRAWING WOULD BE, ROOF PITCH HAS BEEN MEASURED BY
1/2" GYP.BD.TYP.o/2x DF III WILLIAMS RESIDENTIAL DESIGN, AND DRAWN AS ACCURATE AS POSSIBLE. CONTRACTOR TO
CLG.JST,REFER To II dining area _ FIELD VERIFY ROOF PITCH ON EXISTING STRUCTURE TO ENSURE ROOF DESIGN ACCURACY, IF
WINDOWS a DOOR SHALL BE STRUCTURAL DRAWINGS FOR III DISCREPANCY OCCURS, CONTRACTOR TO NOTIFY THE DESIGNER, a STRUCTURAL ENGINEER
y DUAL PANE GLAZING, TYP., CEILING JOIST II II laundry �, PRIOR TO COMMENCING WITH PROJECT.
WOOD INTERIOR CASING w/ I 00
ALUMINUM CLAD EXTERIOR II II PROVIDE INSULATION AT EXTERIOR EXPOSED WALLS AS FOLLOWS R-19 AT 2x(o THICK WALL, R-19 AT Q�
FINISH, TYPICAL II II ALL UNDER FLOOR CRAWLS SPACE OPEN TO EXTERIOR ELEMENTS, R-38 AT ALL CEILINGS WHERE 0
II II EXPOSED TO EXTERIOR ELEMENTS. .�
V-0" FIN.FLR UI 0'-0" FIN.FLR ALL WOOD IN CONTACT WITH BASEMENT WALLS SHALL BE PRESSURE TREATED AND FIRE-BLOCKED. 0
FINISH GRADE ADHERED VENEER, SHALL COMPLY TO CRC R103.12, AND FLASHING SHALL COMPLY WITH CRC • 4) U '
R103.122 W 0 G
—_ INSULATION 11=11 Q� y
_ 11 EXTERIOR LIGHT FIXTURES SHALL BE SHROUDED AND / OR DOWNWARD FACING, TYP.
II-11-11-1 1=11=11=11=11=11=11=11= 11=11=11=11=11=11=11=11=11 _ _ 11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11 _ _ II ..� o tj U
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FIRE 5L OCKS 4 DRAFT STOPS:
FIRE STOPS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS PER CFC # CRC R302.11.
N IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AND
8'-1" 2ND LEVEL PLATE PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS :
MY" ABV IST LEVEL FIN FLR 1.1) VERTICALLY AT THE CEILING AND FLOOR LEVELS.
12) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET.
2.) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH W
AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.
w
3.) IN SPACES BETWEEN
ERS AT THE
bedroom #2 hall ENCLOSED SPACESDUNDER STAIRS SHALL COIMPLYRWIT�H SECTION R302.1.P AND BOTTOM OF THE RUN. .Tod
4-1
4.) AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR V
10' PL LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF
— — COMBUSTTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE
NEW STEEL BEAM AT TRELLIS, NEW WOOD TRELLIS — _ _ _ _ 9'-0" 2ND LEVEL FIN FLR ASTM E 136 REQUIREMENTS.
t0 EXTEND FULL LENGTH xiBY" IST LEVEL PLATE r 5.) FIRE BLOCKING OF CHIMNEYS AND FIREPLACES, SECTION R1003.19 STATES: ALL SPACES
BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS PASS SHALL BE FIRE a W
W BLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF 0
`• SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE SELF-SUPPORTING
• OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACROSS THE SPACES BETWEEN w V
d
kitchen MATERIAL AND THE CHIMNEY.
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CONCRETE LAB,REFER TO co (o.) FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DUELLING IS REQUIRED AT THE LINE OF
00
N STRUCTu DRAWINGS entry DWELLING UNIT SEPARATION.
o CONCREt TEP DATE:
1.) ALL MECHANICAL, PLUMBING, t ELECTRICAL, AND SIMILAR PENETRATIONS OF THE FLOOR OR
BE CAULKED WITH A RESIDENTIAL RATED FIRE CAULK WITH AN ASTM E136, OR E814 TOP PLATES SHALL Mar. 01, 2022
0'-0" FIN.FLR _ S CONC.OLAB — RATING. SCALE:0-0" FIN.FL RAIN,L FINISH GRADE AS Noted
LO
co - - - - _ _ _
II 1 1 JOB NO.
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2106 A I Law
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tUPERTINO APPROVED 2x3 26 GA.G.I. RECTANGULAR
DOWNSPOUT, TYPICAL
Case# '� M-2022-013
C W-1" PLATE HT.,
lication Number(s) q5 ROOFING SHALL 5E METAL RIBBED ,q�ROOFING, MFG'D BY "TUFF-RIB METAL A50VE FIN.FLR GENERAL ROOF PLAN NOTES:
$ ROOFING" OR EQUAL, INSTALL PER MFG'S DEMO PORTIONS OF EXISTING ROOF,SEE NOTES ON DEMO PLAN.
Approva I Body F1/27/22
ctor/ Staff SPECS,SPEC o/CLASS "A" ROOFING,
1ST LEVEL PLATE HEIGHT IS EXISTING Q V-0"
Approva I Date W 2ND LEVEL PLATE HEIGHT IS EXISTING a V-m". Des* B: You 6L
Signature solo Martire r /� NEW PLATE HEIGHT t0 5E a 10'-0",U.N.O. 1111 a I'll
" Case Manager � I �`- - - - - - - - - - - - - - - - % _= Residential
EXISTING ROOF SLOPE IS 4:12.
NEW ROOF SLOPE IS TO BE 2:12, U.N.O. Design / Build
STANDING SEAM METAL OVERHANGS ARE TO 5E I6" AT EAVES 4 1&" AT RAKES, U.N.O. TYPICAL TO MATCH 200 Burnett Ave., Suite 106
W ROOF RIDGE VENTS, TYP. \ \ / / EXISTING. Morgan Hill, California 95037
ALL RIDGES 4 HIPS \ \ // / ARROWS INDICATE DIRECTION OF ROOF SLOPE. Marty's Cell 408-859-4404
\\ // WRDhomesOYahooxom
\ \ / PROVIDE 26 GA. MIN. GALV. SHT. MTL. FLASHING AS NECESSARY, AT EAVES, 4 AND ALL POINT TO Contractor License # 876871
PROTECT FROM WEATHERING,TYP. Visit us on Facebook
\ / / VALLEY FLASHING FOR : ASPHALT 4 METAL SHINGLES SHALL 5E MINIMUM 28 GA. GALV. SHT. MTL., AND Williams Residential Design/Build
\ / / SHALL EXTEND AT LEAST 8" MIN. FROM CENTERLINE EA. WAY, AND HAVE A SPLASH DIVERTER RI5 NOT 5
LESS THAN 3/4" HIGH At THE FLOW LINE, AND 4" MIN. END OVERLAP.FOR 1:12 PITCH AND LESS FLASHING 0
SHALL HAVE 36" WIDE TYPE-15 FELT UNDERLAYMENT RUNNING FULL LENGTH. V
�+ IT-I" PLATE HT., I w n INSTALL G.I. MATERIAL ROOF JACKS FOR FLUM51NG VENTS, ETC. ��yy 00 N red
�s ABOVE FIN. FLR. �'J I II i�4 0�
GUTTER : 5" 26 GA. G.I. FASCIA GUTTER o/2x6 545 ADVANTAGE PLUS FASCIA BOARD,
I I II TYPICAL. PROVIDE SCREEN TO PROTECT FROM LEAF ACCUMULATION. W
o N 00
O
II I I I I PROVIDE EAVE VENTS FOR ATTIC VENTILATION, SEE VENT CALLS. THIS SHEET, SECTION - O W..4 00
15053. PROVIDE 5AFFLES TO HOLD INSULATION FROM EAVE VENTS, TYP. PROVIDE 1/4" x O •� 1 '�
MAX.GALV. BUG SCREEN ATTCHED TO BACK SIDE OF FRIEZE BLOCKING, TYP. () O G
ROOFING TO SHALL BE CLASS "A" RATING : UNDERLAYMENT SHALL BE 1*30 O * ,
FELT OR (2)-LAYER 015 FELT o/ 1/2" PLYWOOD SHEATHING w/Sd 'S 6" O.C.E. 4 .. •• a0+
12"O.C.F., REFER TO STRUCTURAL DRAWINGS FOR PLYWD AND NAILING SPECS. 0
> A — A ALL VENT TERMINATIONS MUST BE 10' AWAY OR V ABOVE ANY OPENING TYP. H 0
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ATTIC - 1 NEW ROOF AREA VENTILATION :268 SQ.FT.OF ATTIC SPACE/ 150 = 1.787 0
J <i 1.7867 SQ.FT. x 144 257.28 SQ.I N.
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PROVIDE 128.64 SQ.IN. AT EAVES FOR LOWER VENTS AND €
F--a PROVIDE 128.64 SQ.IN. AT RIDGES OR LOUVERS FOR UPPER VENTS
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�� C=_ —_ —_ — — — PROVIDE(4)-3" DIA. HOLES @ FRIEZE BLOCK,VENTING=28.28 SQ.IN. Co €
/ 128.64 SQ.IN. REQ'D/ 28.28 SQ.IN. = 4.55 z E � o
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5 FRIEZE BLOCKS REQUIRED, PROVIDE VENTING BLOCKS AT "' F
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J 25.5 FRIEZE BLOCKS AVAILABLE,TOTALING= 721.14 SQ.IN. p;
LOWER EAVE SOFFIT VENTS : (BASED ON 2x8 @ 24" O.C. RAFTERS)
F // IF PROVIDED 2" CONTINUOUS SOFFITVENTING=19.2 SQ.IN.
25.5 RAFTER BAYS AVAILABLE TOTALING= 489.6 SQ.IN.
UPPER ROOF VENTS :
>1 — — — — PROVIDE VERTICAL SEAM RIDGE VENTING= 22.5 SQ.IN.PER LIN.FT.
5 = =F= = - - - - - - - - - - — 128.64 SQ.IN. REQD/ 22.5 SQ.IN. = 5.72
16 LIN.FT. REQUIRED .•-+
/ I 31.6 LIN.FT. OF RIDGE VENTING AVAILABLE= 711 SQ.IN.
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Keyed No t es
PI rf ng Division — Cupertino
cueeRTino APPROVED GENERAL FLUM�rN NOTES: - - - -- - - -- - - - - - -- - - -- - - -- - - -- - -- - - -- - — I. PROVIDE 'LED' BU ILDING MOUNTED EXTERIOR LIGHTING. LIGHTING SHALL 11 BE
_ FROSTED GLASS OR BE DOWN POINTING, PROVIDE ADJUSTABLE MOTION
Case # M-2022-013 THE PLUMBING CONTRACTOR IS TO MEET W/ THE OWNER PRIOR TO THE � —� 77 � —� �� 7 —� �� � —� 77 � � SENSOR, TYP.
IicationNumber(s) SELECTION AND INSTALLATION OF ALL INDIVIDUAL CONTROL VALVES. 2. PROVIDE WALL OUTLET FOR WALL-MOUNT TV LOCATE PER OWNER
Approval Body ctor/ Staff TYPE "M" COPPER TUBING SHALL NOT BE USED FOR WATER PIPING.
/27�22
Designs�By
You &Approva I Date NO UNDERFLOOR CLEANOUT SHALL BE LOCATED MORE THAN 20 FEET FROM AN
Signature solo Martire ACCESS DOOR, TRAP DOOR , OR CRAWL HOLE PER CPC SECTION 101.10. i 11 terrace 11 11 11 11 11 11 11 111 gre t hir w •llllam.s
Case Manager
PROVIDE PRESSURE ABSORBING DEVICES OR APPROVED MECHANICAL 1 1 I I I I I I I I I I 11 11 11 11 11 11 11 11 11 11 111
i Resi entice
DEVICES, LOCATED AS CLOSE AS POSSIBLE TO QUICK ACTING VALVES, 1 1 I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I III Design / Build
THAT WILL ABSORB HIGH PRESSURE RESULTING FROM THE QUICK CLOSING 1 1 11 1�.u _ I I IT I I _I I ,.-- I.I. I I I I 1 1 _..U- PT 1 11 111 1 I 1 200 Burnett Ave., Suite 106
OF QUICK-ACTING VALVES, CPC 609.10 1 I I I I I \ I I I"1— I — '1-I- I I I I I I _ 71 —'"1.I— _T 1 11 11 I I III / Morgan Hill, California 95037
I I I I 1 I I I I I I I I I I I I 11 11 11 11 11 I I III Marty's Cell 408-859-4404
SECTION 4303 INDOOR WATER USE I I I I I I �. I I I I I I I I I I I I 11 11 11 11 '1-r—' I I III \ WRDhomes6Yahoo.com
4303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS I I I 1 1 I I \ I I 1 1 I I 1 1 1 1 I I 11 1 1 I I 1 1 1 1 1 1��. 1 11 _ wa Contractor License # 876871
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� I II II II II II II II II II II II II II II II �11
PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND +60 Williams Residential Design/Build
SHOWERHEADS) SHALL COMPLY WITH SECTIONS 4303.1.1, 4303.12, 4303.13, AND
II II II II II II II a II II II II II II II II III 2
OTE:.4. I a I � — — — — — — � GENE I`t'tr� E EV I I`ICAL I�lO I ES:
L — H _ JJ __LL — L _ L _ _LL _ JJ_ _LL _J� _ JJ_ _LL_ J� _JJ _ LL_ J.J
NOTE: ALL NONCOMPLIANT PLUMBING FIXTURES IN ANY RESIDENTIAL REAL � — — —— — — —— — —— —
PROPERTY SHALL BE REPLACED WITH WATER-CONSERVING PLUMBING FIXTURES. — N •ed
® � ALL INSTALLED LUMINARIES SHALL BE HIGH-EFFICACY IN ACCORDANCE
PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE OF A I WITH TABLE 1500-A. O 4, T
CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY, OR FINALU , a, tt1 44
PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT. SEE CIVIL CODE 1 CA � U M % �
o SECTION 1101.1, ET SEQ., FOR THE DEFINITION OF A NONCOMPLIANT PLUMBING �, IN BATHROOMS, GARAGE, LAUNDRY, AND MECHANICAL ROOM, AT LEAST 0 U M 00
FIXTURE, TYPES OF RESIDENTIAL BUILDINGS AFFECTED AND OTHER IMPORTANT 10 ONE 1 LUMINARIES IN EACH OF THESE SPACES SHALL BE CONTROLLED BY O 00
00 kitchen - i O o
ENACTMENT DATES. ' A VACANCY SENSOR O �t,,�
3 4303JJ WATER CLOSETS ALL UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATLY THAN +r �, et •-
THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 128 10 1 FROM OTHER LIGHTING SYSTEMS. 150.0(k)2L. O ..
GALLONS PER FLUSH. TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE living room M y
PEIZFOR MANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR O I— — . d 1�g ark 1 THE BRANCH CIRCUIT SEVING THE GARAGE RECEPTACLES SHALL NOT d
TANK-TYPE TOILETS. 1 SERVE OUTLETS OUTSIDE THE GARAGE. CEC 210.52(GXU, w 0
- 1 F4
NOTE: THE EFFECTIVE FLUSH VOLUME of DUAL FLUSH TOILETS IS DEFINED AS THE l— _ 4' x a' ; ELECTRICAL, LIGHTING 4 MECHANICAL DEVICES SHOWN ON DRAWINGS v x ,�
COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL s DINING ', INDICATES ARCHITECTURAL DESIGN INTENT ONLY. ELECTRICAL 'CIS
FLUSH. TABLE 4 MECHANICAL SUBCONTRACTOR TO MEET WITH OWNER FOR FINAL
3
4303J2 URINALS APPROVAL AND/OR REVISIONS. A. W
THE EFFECTIVE FLUSH VOLUME OF WALL-MOUNTED URINALS SHALL NOT EXCEED /
0.125 GALLONS PER FLUSH. THE EFFECTIVE FLUSH VOLUME OF ALL OTHER URINALS s ALL UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATLY THAN
SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.
Vs FROM OTHER LIGHTING SYSTEMS. 150.0(k)2L. N N
0 v_ dl
4303J3.1 SINGLE SHOWERHEAD PROVIDE SEPARATE 20 AMP CIRCUIT MINIMUM TWO (2) FOR SMALL KITCHEN � 0
3 SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 1 APPLIANCES PER CEC 220-4 (b)
GALLONS PER MINUTE AT 80 PSI. SHOWERHEADS SHALL BE CERTIFIED TO THE
PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR PROVIDE SEPARATE 20 AMP CIRCUIT MINIMUM ONE (1) FOR LAUNDRY rn
SHOWERHEADS. I 1 hall 1 APPLIANCES PER CEC 220-4 (c)
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4303J32 MULTIPLE SHOWERI•IEADS SERVING ONE SHOWER
• WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED ALL RECEPTACLES INSTALLED OUTDOORS SHALL BE WATER PROOF GFIC (
FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED PROTECTED, CEC 2108 L
BY A SINGLE VALVE SHALL NOT EXCEED 18 GALLONS PER MINUTE AT W PSI, OR powder CEC 210.12 (b) DWELLING UNITS: ALL 120-VOLT, SINGLE PHASE, 15-20 rz E °'
THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN
OPERATION AT A TIME. foyer I AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALL IN DWELLING UNIT O
o FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, ; .
DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS,
" NOTE. A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. I — o EI
— — W
OR SIMILAR ROOMS OR AREAS, SHALL BE PROTECTED BY A LISTED
4303.1.4.1 RESIDENTIAL LAVATORY FAUCETS ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO
THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT PROVIDE PROTECTION OF THE BRANCH CIRCUIT.
EXCEED 12 GALLONS PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF 1 1 covered0RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN Ob GALLONS PER 1 I CEC 406.11 TAMPER-RESISTER RECEPTACLES IN DWELLING UNITS: IN ALL
MINUTE AT 20 PSI. entry AREAS SPECIFIED IN 210.52, ALL 125-VOLT5, 15-20 AMPERE RECEPTACLES
I I SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES.
4303J42 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS
THE MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND
5 PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL
BUILDINGS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE AT 60 PSI. .•�+
4303.1.43 METERING FAUCETS NOTES:
V O
METERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT MECHANICAL
DELIVER MORE THAN 02 GALLONS PER CYCLE. O �,
MECHANICAL CONTRACTOR TO RE-EVALUATE COMPLETE OPER 0
m 4303144 KITCHEN FAUCETS HEAT SYSTEM TO MEET NEW TITLE-24 APPLICABLE CODE REQUIRE NTS. a Car Zi arc Electrical Symbol Legend ;� a�
THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS ITION 4
PER MINUTE AT 6 4 UPGRADE IF NECESSARY TO MEET NEW ADD REMODEL CHANGES garage
0 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW � 110V DUPLEX OUTLET � � x w
ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 22 GALLONS PER MINUTE AT 60 0 4� .74
PSI, MECHANICAL CONTRACTOR SHALL DETERMINE FINAL LOCATIONS OF
AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF IS GALLONS PER MINUTE AT 220V OUTLET O u U
60 PSI. THERMOSTATS. OE
PROVIDE SMOOTH DUCTING FOR DRYERS WIs 110V DUPLEX OUTLET W/ GFCI a 18" AFF O
NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHERwP 110V DUPLEX OUTLET W/ CsFCI 4 WATERPROOF COVER a: rA U O
0
MEANS MAY BE USED TO ACHIEVE REDUCTION. Ow 0. d V
M IIOV DUPLEX OUTLET, IN FLOOR RECEPTACLE W/ COVER A *VA
CEnC LIGHTING FM QU I FMMENTS : z � '� i
$ SINGLE POLE SWITCH O R� rrshh� ''O
ALL INSTALLED LUMINARIES SHALL BE HIGH-EFFICACY IN ACCORDANCE W/ w V N U
GENERAL 5UIL1� INCH NOTES:ES; CEnC TABLE 15m.mA, PER CEnC 15m.mlk). $S3 SINGLE POLE SWITCH VACANCY SENSOR
A
° $ 3 WAY SWITCH VACANCY SENSOR
THE GAS METER 4 ELECTRICAL METER ARE TO BE REMOVED BY PG4E
BATHROOMS, GARAGE, LAUNDRY, AND MECHANICAL ROOM, AT LEAST ONE GAS OUTLET
PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY. IF OWNERS PLAN 1 LUMINARIES IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A
€ TO OCCUPY THE RESIDENCE DURING CONSTRUCTION, THEY MUST SIGN AND VACANCY SENSOR, CEnC 150.0(k) 2J. CEILING MOUNTED FIXTURE
� RETURN THE "NOTICE OF INTENT TO OCCUPY" APPLICATION.
CEnC 150.0(kX3) ALL EXTERIOR LIGHTING TO BE HIGH-EFFICACY AND TO
O WALL MOUNTED FIXTURE, SCONCE
MECHANICAL, PLUMBING, 4 ELECTRICAL ITEMS ARE SCHEMATIC AND THE INCLUDE A MANUAL ON/OFF SWITCH AS WELL AS ONE OF THE FOLLOWING: STEP TREAD LIGHT FIXTURE
N INSTALLATION SHALL BE REVIEWED BY THE BUILDING INSPECTOR, IN THE FIELD. PHOTOCONTROL 4 MOTION SENSOR
� PHOTOCONTROL 4 AUTOMATIC TIME SWITCH CONTROL, OQ RECESSED OR CAN DOWN LIGHT R3
MECHANICAL, PLUMBING, ELECTRICAL, AND SIMILAR PENETRATIONS OF THE ENERGY MANAGEMENT CONTROL SYSTEM � — � UNDER CABINET FLUORESCENT LIGHT •� „�
FLOOR TOP PLATES SHALL BE CAULKED WITH A RESIDENTIAL RATED FIRE
CAULK WITH AN 'ASTM E 136' RATING. ® SUPPLY AIR REGISTER � Id
CEnC 150.0 (k) 8, ALL RECESSED LIGHTING FIXTURES IN CEILINGS THAT +j V.,.4
OPENINGS AROUND GAS VENTS, DUCTS 4 PIPING 6 EACH FLOOR SHALL BE ARE INSULATED, SHALL BE APPROVED, LISTED, ZERO CLEARANCE ❑p EXHAUST FAN V
FIRE STOPPED INSULATED COVER (IC), AIR TIGHT (AT) TYPE OF FIXTURE AND SEALED
WITH GASKET OR CAULKED BETWEEN HOUSING AND CEILING.
0
st Level Electri* cal sm1e: 11,rm1'-TCd
LEGEND H rA
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Development Department Legend General Scope Drawing Index
PI Division — Cupertino
1. CONSTRUCT NEW ADDITION OF GREAT ROOM E Tl Title Sheet
CUPeRTINO APPROVED NEW WALL- 2x4 STUDS OFFICE. BMP Best Management Practices
Case # M-2022-013 NEW WALL- 2x6 STUDS 2. CONSTRUCT NEW TRELLIS. ana g
DEMO WALL
IicationNumber(s) EXISTING WALL ARCHITECTURAL
Approval Body :?ctor/ Staff rt= DOOR, 3'-0" Basis of Design : Al Site Plan
Approva I Date P /27/22 V ALL U10RK To BE IN CONFOf�I'1ANCE U1ITH: A2d Existing 1st Level / Demolition Plan Designs By You &
DOUBLE DOOR, 4 -0 CBC CALIFORNIA BUILDING CODE 2019 EDITION
Signature solo Martire � A2 1st Level Floor Plan Wi i,ams
Case Manager —c SLIDING DOOR, 4'-0"xro'-8" CRC CALIFORNIA RESIDENTIAL CODE 2019 EDITION A3 2nd level Floor Plan (reference Only)
4M&OLD DR CiEC CALIFORNIA ELECTRICAL CODE 2019 EDITIONResidential
WINDOW, 4'-0"x4'-0" SINGLE HUNGE CENCCALIFORNIA ENERGY CODE 2019 EDITION A4 Exterior Elevations Design / Build
4"ON CFC CALIFORNIA FIRE CODE 2019 EDITION b
A NEW WALLS w/ SHEARWALL CALLOUTS CMC CALIFORNIA MECHANICAL CODE 2019 EDITION A5 Cron Sections 200 Burnett Ave., Suite 106
_W CPC CALIFORNIA PLUMBING CODE 2019 EDITION A6 Roof Plan Morgan Hill, California-95037
SEE STRUCTURAL DRAWINGS A7 Misc. Details y
`� CGC CALIFORNIA GREEN CODE 2019 EDITION Mart 's Cell 408-859 4404
ASCE AMERICAN SOCIETY OF CIVIL ENG 1-16 WRDhomes6Yahoo.com
ACI AMERICAN CONCRETE INSTITUTE 318-19 Contractor License # 876871
AND ALL PERTINENT LOCAL CODES AND ORDINANCES STRUCTURAL Visit us on Facebook
Abbreviations Si Foundation / Floor Framing Plan Williams Residential Design/Build
A.B. ANCHOR BOLT
General Notes : S2 1st Level Floor Ceiling / o
ABV ABREVIATION 2nd Level Floor Framing Plan v
A.C. ASFHALTIC CONCRETE ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE S3 2nd Level Ceiling Framing Plan
A/D AIR CONDITION OVER SCALED DIMENSIONS. ANY DISCREPANCIES GO N et3
«. ADJ ADJACENT/ADJUSTABLE SHALL BE BROUGHT TO THE ATTENTION OF WILLIAMS S4 Roof Framing Plan o�
A.D. AREA DRAIN RESIDENTIAL DESIGN PRIOR TO COMMENCING. SDI Structural Details O r..4
A.F.F ABOVE FINISH FLOOR WILLIAMS RESIDENTIAL DESIGN RECOMMENDS TO SD2 Structural Notes
o A.F.S AUTOMATIC SPRINKLER SYSTEM
ALUM ALUMINUM HOME OWNER / BUILDER THAT A LIC. CONTRACTOR SD3 Structural Notes .� •0 � GO
ASPH ASPHALT WITH KNOWLEDGE d EXPERIENCE OF THE CURRENT 0 ' Q' U O rp
3 A.S.R. AUTOMATIC SPRINKLER RISER CODES, MFGR. INSTALLATION INSTRUCTION FOR
BD BOARD SIMPSON, HARDYFRAME, a OTHER BUILDING PRODUCTS �+ ;� .� .°ELECTRICAL / MECHAINCAL
5LDG BUILDING USED, TO READ, INTERPRET, s BUILD THIS PROJECT. EMl 1st Level Electrical / Mechanical Plan a O 1. .. a)
BLK BLOCK V-4 M 3
BLKG BLOCKING CONTRACTOR ASSUMES FULL RESPONS15LITY FOR Q�
BM BEAM METHOD AND MANNER OF CONSTRUCTION AND FOR ENERGY COMPLIANC ivo � H � o `�
'' BOT BOTTOM ALL JOB SITE SAFETY DURING CONSTRUCTION.
CAB CABNIET T24 Title - 24 Energy Calculations 0 *V d H x ..
CB CATCH BASIN CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS ,.i W
CEM CEMENT LOCATIONS OF EXISTING UTILITIES AND DIMENSIONS, 0 , 11 eti
CER CERAMIC JOB SITE PRIOR TO BID, ORDERING OF MATERIALS O 94
3 CI CAST IRON AND CONSTRUCTION. Owner Data .� � a w
CJ CONSTRUCTION JOINT
CLR CLEAR EXISTING STRUCTURAL FRAMING IS DIAGRAMMATIC Mark $ Louise LawU, CONC CONCRETE TO THE METHODS OF FRAMING USED, AND MAYCd N N
CO CLEAN OUT NOT NECESSARY REPRESENT EXACT DIMENSIONING 22157 Clearcreek Ct. e
CW COLD WATER OF ALL STRUCTURAL MEMBERS. Cupertino, California, 95014
DET DETAIL 408.255.3844
3 DIM D IMENSION THE OWNER AND PRIME CONTRACTOR ARE .O O
DR DOOR RESPONSIBLE FOR MAINTAINING PROJECT SITE
DRY DRYER ACCESS AND NEIGHBORHOOD ACCESS FOR 0 a€i
DW DISHWASHER EMERGENCY VEHICLES AND LOCAL RESIDENTS. IN Lot DataVEO ,,�
(E) EXISTING ADDITION, No CONSTRUCTION EQUIPMENT, A.P.N.: 326.18.018 p
.. EA EACH MATERIALS, SUPPLIES NOR RELATED ITEMS MAY
ELECT ELECTRICAL BE STORED IN PUBLIC RIGHT-OF-WAY OF A Lot Size: 8488 sq.ft. Gross, 6532 sq.ft. Net L
,1 Co
ELEV/EL ELEVATION COUNTY MAINTAINED ROAD, WITHOUT FIRST Property Location: City Of Cupertino �+ 04 z E �
$ EQ EQUAL OBTAINING AN ENCROACHMENT PERMIT ISSUED BY o
EPB ELECTRIC PANEL BOARD THE DEPARTMENT OF ROADS AND AIRPORTS. Existing Uses- Single Family Residence o 03
o It
EWC ELECTIRC WATER COOLER Zoning District: R1•7.5 U -'
EXH EXHAUST THE JOB COPIES OF THE BUILDING AND FIRE SYSTEMS
EXT EXTERIOR PLANS AND PERMITS MUST BE ONSITE DURING INFECTIONS. Construction Type: SN O a
EXP EXPANSION Occupancy Type: R3 0
HB HOSS 5155 Allowable Floor Area: 2939 sq.ft. 45%
HTR HEATER Project Team : Allowable Lot Building Coverage:2939 sq.ft. 45%
N HW HOT WATER �
(N) NEW
PL. PLATE HEIGHT Johnson PR PAIR Anne Existing Conditions Cd
CR) RELOCATED Existing 1st Level Living Area: �
REF REFRIGERATOR Interiors g g 1106 sq ft5SH SINGLE HUNG Existing 2nd Level Living Area 1106 sq ft. UM
SLID SLIDING 443 Grant Street Existing Garage Area: 459 sq.ft.
TEMP TEMPERARY
TYP TYPICAL Healdburg, Calif. 95448 Total Existing Building Area: 2671 sqft. 40%
wo
WASH WASHER Phone : 408-832-1692
WTR WATER Email : a interiors408* mail.com Pro i g posed Conditions V 0
Existing Living Area 2212 sq.ft. �,,,,� 0 U a
Addition lot Level Living Area 268 sq.ft. W .� o
Sezen Neen Addition 2nd Level Living Area 0 sq.ft. 4)
Total Living Area 2480 sq.ft. 37% ''�
uctural Engineering v� --+ o tj U
Garage Area
274 E. Hamilton Avenue, Suite C Total Building Area 2939 sq.ft. 45% o rA �+ O ,0 0
Campbell, California 95008 � � W. 1W +a U .
Phone : 408-871-7273 U A 1� *VA
Fax �408-871-7274 .• 4 M
Email SmseineCaol.com 0 N
Title-24 / GreenPoint Cd
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A+ Green Energy Services Permit Stamps
41 C Hanger Way
Watsonville, CA 95076 PERMIT STAMPED SET TO REMAIN AT JOB SITE LOCATION AT
0 Cd CIS
(408) 310.0081 ALL TIMES, FOR REVIEW BY CITY INSPECTOR, UNTILL ALL JOB V 4
JOB INSPECTIONS HAVE BEEN COMPLETED AND SIGNED-OFF
jim@apges.com BY INSPECTOR, AT WHICH TIME THE OWNER MAY RETAIN THIS
COPY FOR HIS FUTURE RECORDS. �� U
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Case a3 \� \- ` \\ \\\__ � `_� ° �\\ � \\ / �/
276.21 \ •-_`_z.: _ {/V o1 ` / // �/._I� �• 274.90 0)
WATER METER ` � _- -\\\\ \\\ \\� '� 2\\ �,�- i - i 275.67 /� pC
wM - ��� vv �v v , 2 v v� // / 2,�5 _ 237.00 "
❑ \ --- \ \ \ T0EN OF BANK/FLOW LINE 1 W v 1=
�\ \ \\\ �8 \ \\ 277.34 /.•' / N840 68.00 0
\ \ \ \\\,• =?77.0,276.91 =27 j /i O� 12 Y , „ V) o
FIRE HYDRANT _ \2 \\\ �__, ,\ / / / 89 18 17 W o � o
\\ 190\ 'jam /, Z oo v
14"TREE 2as� 215.8, / , \ \ \ Z Q �
�, JOINT POLE \\ `\\\ CONSERVATION DISTRICT
/ ,� ;°`Uo, / m N
W O °°
SOP OF BANK \ \ \ •\ / / / / \ w M
°\ �/ /z/ / // �� /.�/ \ W J > ai
E GUY ANCHOR \\\ \\ y \ \ / 2S°f 1/ j/�`� / Z �' 0
I del
101,
TREE, SIZE AND TYPE �\84.88 8 28z�e �. / / ./�6 j//- __ / ?4�'C ��, �, \ Z c
\ \ \ TOE OF BANK FLOW LINE
AS NOTED -- -��06 Ate\ 83.9/ \ \�\ ��l-�' - �/ / /�/ - - � 28265 O�YT AL '0 j `� / cn
`\ W
XX TREE 12 DEOD m
\ \=-yea.7 \ \ \�rn"v / i i/ / / / / 286.5 z
-G- GAS LINE 65.54 /// � \ \\ �\ \�\ '--`/ C-st6�E /�// //�j2 3 / Z In
t •2C�,s � SSy4 \V A s�v v v v 2891 28 TIO�i" ' �/M�
\ lam•Y`. • �/ / / / =286.78 / \ u J
.72
WATER LINE 0 38.82 Grp �v v �1 12 12 WLN T -v v__ v v_8°�'- -_- -1��LF,BB0 '/// 6.80 I 28682 /
WIRE FE N C
CONCRETE - _ S82o �; ��x 85.72 - - - - - 73
=-� /
,•::�.: 26 33„E �•�94 TOF,BkNK rn MPI_ /
41.47 a - - �(- J(283 X- 287z� za7°z
GM GAS METER - �� 4-SSE X _ -=tt P. - 00 4"MPL
\286
286.80 D.G. 7.33286.91 -5 .9� 287.30 76 287.31 287ABBREVIATIONS ;8668 / _ 286.9�/ 287.16' 2875-15 C.E.99 / / 287.4828 2 7.44FL FLOWLINE - 86 / / ��� DRIPLINE-TYP.�/TC TOP OF CURB � 6EP EDGE OF PAVEMENT \ / 287.21 _ _ I I \
CONC CONCRETE - - ' 267.91 I \
LAWN =2E7.6E
LIP LIP OF GUTTER 8"TREE LAWN 28 ao
=287.05 7,:98�e 87.92 ff /
287.75 wO
GS GROUND SHOT \� a 9 a -�24 STORM DRAIN LINE
AD AREA DRAIN 6783 ~•s :.', I II /
87.84 •, f'i.. •• 287.92
FF FINISH FLOOR 287.09 .2876, 46" ..: ::.:_�... .> • 267J, I � /
BSL BUILDING SETBACK LINE 287.42 r8�. 4. r' '' - •�`.:
, .ems• 'a y...�r. .. •.. •;x LIJ /
28777
g) • ~' 88.03C 7'+.�••••••.',a• a97.sr: ,z67.9 Q
287,92
\ 287.41287.30 fC.• �a! • •^ .r.• %��If '•�.' ii ~�: .• • '< • 18.2 U / / D
.I .:go
8a.°,.. N 6' WOOD U) \ LTi
• • :J'US •...:awl' €G�-28
S �V' 'a F I FENCE-TYP. / /
SURVEYOR'S NOTE o �• ; *: I �''• 28287.95 \ U
0 ./� 287.44 ( • .,"; •`; :� '•, 289.53 l •.. p.: / /
\GYf 287 O F 287 48.' I W Icr
1 . UTILITIES FOUND ARE BASED UPON SURFACE
EVIDENT FINDINGS. RECORDS OF UTILITIES \0 2a7.60 .•. • , ` LOT 90 PL 1 I 0 10 20 30 FEET / / 0 W
o 18 ..,•Y �.,..�f.., . I / / = W V
WERE NOT UTILIZED FOR THIS SURVEY o; .. ;i...:.. aaa TRACT N0. 3628 ;: f � �, SCALE Z
88 03 I
6\, 287.76 LAWNS,, F 288.83 177 M 31 - off:.. I cq d' / / m / 1
87. V
2. TREES SHOWN ARE THOSE OF SIZE SIGNIFICANCE. 28796 ;.• cat
THE SITE CONTAINS OTHER TREES UNDER 6" �' ;i90 TWO-STORY ?�3;6 :` I I Q
•R'.:•.i ;.. T
• .7'. i
AND ARE NOT SHOWN FOR MAP CLARITY. TREE \ \ 2 2��7.9, 3 HOUSE :. z8zn I W a
CLASSIFICATIONS ARE TO THE BEST KNOWLEDGE 6836 � (BFE=288.0±) / / a J
Q a
OF THE SURVEYOR. AN ARBORIST MUST SPECIFY �` AC •z ° `
a7.99 A=8,488f S.F. /
ACTUAL TREE TYPE. TREE TRUNK LOCATIONS ARE �, ° 0.195t ACRES I�
lsi 287.[
APPROXIMATE. TREES THAT CROSS A PROPERTY 29 ROOF PEAK �•, 7 .'
8s.os - f
LINE AT GROUND LEVEL SHOULD BE CONSIDERED LOT 89 \ 2� 310.7 N / 0 N
288 06
TO BE JOINTLY OWNED BY THE RESPECTIVE \ .4 o TRACT N0. 3628 /• y
TRACT N0. 3628 FF 289.54 y� 4 5ti LOT 91
PROPERTY OWNERS. CONSULT AN ARBORIST FOR 177 M 31 SHED \ I 177 M 31
DETAILS. e06 9
°° .•.2.
ADJACENT I Y
3. MAIN STRUCTURE AND APPURTENANT HOUSE 2aa 04
,8
'� 6"MAG 2aa,2 / 88.03
\ i" 79 . .'y -:. ' $ 77 GARAGE � •: � ADJACENT
STRUCTURES ARE BASED UPON THE BEST /� 0 eiat�. ...
EFFORTS OF THE SURVEY CREW. SOME ELEMENTS \ 6"MA a , z 28005' �� :•;',_';; 287 FS 287.96 ;a ' '.'28 4 HOUSE
J'
MAY BE MISSING AND CHECKS BY THE A \ // ''. �Q/ /' 287 88.05 88.05 •'287.69. ,•• 287.60 . •' ••'•'. -• 87.10 /
ARCHITECTS OFFICE WILL BE NECESSARY BEFORE /� \ / a�-63...
DESIGN WORK. \ \�/ fez 8_�: .+..•.. •.. .: °5
MAG', a6°4 LAWN $3.; e7:a3 .'' R,• �` LLI / W
•: .• .:: / LOT 92 CL
JP 287 ° \ \ 28Z4B :`2. _�.':. : , • •' I (n I / TRACT NO. 3628 U
4. PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE 6"Buss1` \ `' %• :•C�SiC��''.`.' �. a
4'7.5S'
99 . . . . 2 6.36. 177 M 31
LIMITED TO THOSE SURFACE ITEMS VISIBLE AS OF » l N° 28 4 42 •': �f�IVEIa ::.:..� :•
/ 6 BUSH 93 �C \ r',, •. '.;' I APN 326-18-016
THE DATE OF THIS SURVEY AND FROM AVAILABLE F. �05 z 6 I N
6"BUS N° \ ' :,:.• ';.:4:• ' ...: .. /
RECORD DATA. SUBSURFACE OBJECTS IF ANY _ ' •.` `'
N� �' �\ AWN CONC / H� w N 3 Yz �m
"BUSF 7.9 V �..r' 66-�8... _ DRIVEWAY / cQ� II o m 12 o m o
287a > �• 286.48 'S.S" Oa ::.:.�:t0'. � cn- o = o
MAY NOT BE SHOWN. SAID SUBSURFACE OBJECTS 6" H y
\ ,' 286uj
MAY INCLUDE BUT ARE NOT LIMITED TO a76- -,26763°� \`��° 66:5s �.'. .: .. ,-i� ''�' l �� R / / FF 289.45 a
UNDERGROUND UTILITY LINES, UTILITY VAULTS, 6 sH ` F7° 6 / \
28 Y
6 SH "° \ �cp 544'C RY SIDEWALK
CONCRETE FOOTINGS, SLABS, SHORING, 201
�N
PIPING UNDERGROUND p� �sg��AwN 53.96 285.79 6 a5 / m
STRUCTURAL PILES, ooE 1 H RY
TANKS, AND ANY OTHER SUBSURFACE 6 C 285.81
STRUCTURES NOT REVEALED BY A SURFACE �69' S �9 ONc °''gyp ti°� '6SJ4 22 ��cAT_CH 656 K
INSPECTION. a o 186. 86.01 a5.2a BASIN I ` ,•, ': : .D IVEWAY
5. PROPERTY CORNERS WERE NOT SET IN �, 5 _ I ���/ D° EDGE OF PAVEMENT a5as 6.Ss ,�:q' "f:•• _:•': ;~ '*
6 5 ��. .66 ti° CURB & GUTTER a5
H Y j ... x
CONJUNCTION WITH THIS SURVEY. g� / sT. LIGHT 35a4 °
�� 85.24 285.3" 7Y°\ •'.1 :.• '' ` •f •I•:•
[ '• ins.\ A'. J . „a V7
286.2
6. TREE TRUNK LOCATIONS ARE APPROXIMATE. o• a54� °� _ L
�� 286 9 � / \\ \\\\ \ \'::. � '�:•.'. • '• �' ••`«••� '•'�• •' .•TREES THAT CROSS A PROPERTY LINE AT N• _ •' - _
GROUND LEVEL SHOULD BE CONSIDERED TO BE \ �� `� 6'/ N°\y°�N ��\ �: �.•',':;�_`- - W.C.E.c.E. _ - - - uj
JOINTLY OWNED BY THE RESPECTIVE PROPERTY 54 sMH 5 _ _ U„
OWNERS. CONSULT AN ARBORIST FOR DETAILS. \ 285.61 / FD 2» 6.52 0"-0H -ONOH
I 286,7 \ BRASS DISK °� •2a6.30 285 2a)
2a6,3 r� IN MON. ti° soa 26�
/ WELL °� 1 00 18"ASH
S.C.M.D. BENCHMARK ID: BM400 ti° 265.84 °i_ -
SURVEYOR'S STATEMENT 1 // N° 265 f °"
BRASS DISK ON TOP OF BRIDGE ABUTMENT AT THE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY .286,37 _
NORTHEAST CORNER OF STEVENS CREEK BOULEVARD AND ME OR UNDER MY DIRECTION IN CONFORMANCE WITH c O �'�, JP - - - 5' W.C.E. - - - - W
STEVENS CREEK. CITY OF CUPERTINO. �� _
THE REQUIREMENTS OF THE PROFESSIONAL LAND �� . �+ r-� �
ELEVATION (NAVD88) FEET: 305.40 SURVEYORS' ACT mow\ '� �•
O LAND S moo° N SHEET NO.
\� ��,�''r�� I LOT 93
c DARK LYDELL BOND o > 0 286 " TRACT NO. 3628
-' NO LS9213 Cod, o 00 J, GA I� / 177 M 31
00 O SITE BENCHMARK p �y� yam, *� EXP 09-30-23\� 1� '�' 18"OAK �06 No. 1 SHEETS
FL D Z NE 66 62
SURVEY CONTROL POINT PLS 9213 TF -� � \ / •,° ' CLEARCREEK CT
OF cP�
FLOOD ZONE AE-BASE FLOOD ELEVATION FOR THIS SITE N ASPHALT EXPIRES 9-30-23 ,� CAD FILE:
MAG AND SHINER SET I ��- z 2 1
IS 288.0 FEET (INTERPOLATE), NAVD 1988, AS SHOWN ON FEMA FIRM ' No- 9, 02
ELEVATION - ER SE
MAP 06085CO208H, EFFECTIVE DATE 5/18/2009. - NAVD88) p\ 1 I
Community Development Department General Landscaping , H eaVVPlanning Di i(n D-pQttinl3iara Valley, storm drains flow Good Ho usekeepingPracoces D ew ateri n g J
CUF'ERTI AP RrhV' :61y to our local creeks, and on to San {. + J Designate one area ofthesitefor auto parking- Storm Grain Pollution
Case RM-2 ZP2�_tj, isco Bay, with no treatment. on S l �C LI o r� vehde refuel {�']
.and rout Gardening , from Landscaping and Operations
E "1u p ent
maintenarxe.Ttle designated areashaukl betwllSwimming Paul Maintenance Activities e a t i n
Application Nor„t r51 ►Hater pollution is a serious problem for and Site away fromstrearmorstormdrainirdets.bermedif p
wildlife dependent on our waterways and for necessary Makemajor repairsaffate and Pool Man y I an d scapi ng activities expose soils and f•'
Appr al Body: Director gt f{people who live near polluted streams or Supervision J To prevent off-site tracking of dirt,provide increase the likelihood that earth and garden
A r Va I Date 06/27/ baylands. entrances vAh stablrad aggrega:e surf ace s. Or F• chem cats w111run off Into theslorm drains during S to r m water P o l I u t i o n
pp provide a bre v�ash area. Maintenance im9a ton orruhen [ttairts. storm Drain Pollution Storm Drain Pollution from H eavy Eq u ipm ent on
Proper management of construction sites Storm drain PolIutionfrom J K ma eve Swimmingpoolwatercontairing chlorine and
Signa re Gian Paolo artirg-_ __ pr C o n s t r u c t i o n S i t e s
;Significantly. Construction Activities contarrrtaion at the source.Cover exposed piles copper-based algaecides should never be from Earth-Moving Activities From Dew ate ri nry Activities
Case aria er Y] Poo rly m ainta tried vehicles and heavy
s cf salon construction materials with plasic Lands capinglGarden Maintenance discharged to storm drains. Thase chem icals a re equipment that leak fuel. oil. antifreeze o r
This sheet summarizes the "Best Management Construmon sdesare common of other fluids on the construction site are
g sheeting a temporary roofs.l3efo-e drains,sweep toxic b aquaDc life.
Practices" B M Ps for storm water pollution utio n mterpolluton.Materials and wastes that blow or and remove matena]sfrom surfacesthat dra in to J Protect stockpiles anc landscaping materials soil excavation and grading operations loosen large
f p Be sure to call your city's storm water In51JeCtQf common sources of storm drain pollution .
wash into storm Bran-gutter, or street have a storm drains. creeks,ofchanneb. from wind and rain by storing item under amounts of soil that can flow or blow into storm
prevention. direct rn pact on Iocal creeks and the Bay tarps or secured plastic sheeting. at 408-472-9907 before discharging water to a Prevent spills and leaks b y isolating
Contain all litter,food wrappers,boftlesand trains when handled improperly. Sediments in runoff
As a contrac tor,or site supervisor,owner or Pool/Fountain/S pa Maintenance equipment from runoff channels, and b y
cans-Place lidded trash and recycling txf>s J Schedule grading and excavatiori roe can dog storm drains. smother aquatic life. and street: gutter, or Storm drain. Filtration or diversion watching tc h in far leaks and other maintenance
operator of a site.you may be responsible for around the site. 9 9 p j ct; g
any environmtertal damage caused by your during dry weather Draining pools or SpaS cestroy habitats In creeks and the Bay. Effective through a basin, tank. and sediment of t a nt trap may be problems. Remove c c n s tr u ctio n equipment
subcontractors or employees. J Clean up leaks, drips and other spills Whe r its time to drain a pool-spa, or-ountain erosion control practices reduce the amou nt of runoff required. Reuse water for dust contra I. irrigation or fro m the site as so o n as possible
mmedrately sot hey do not contaminate soi or ❑ Use Temporary check dams or ditches to lease be stare to tail the Cu nlno Sanrtar
oRDi NAN CE OF grourKfvmteror leave residue on paved surfaces. diver•, runoff away from storm drains. P pe Y Gassing a site and slow the flow with check dams or another on-site purpose to the greatest extent
Use dry cleanup methods wtenever possUe.lf District before you start tor fur lherguicaTice on roughened ground surfaces. possible- Site Planning and Preventive Vehicle
THE CITY OF C U P E RTI NO General Principles you must use water.use just enough to keep the J Protect storm drains with sandbags,gravel- flow rate restrictions. backflow prevention, and M a in re n an c e
❑ Keep an orderly siteand ensure good dust down- filled bags. straw wattles, or ether sediment handing specs cleaning waste{such as acid J ❑es ig n ate o n e a rea of :he con slru clion site, w e II
FOR STORM WATER POLLUTION housekeeping practices are used. iJ Cover and maintain dumpsters Place Controls wash; Discharce fiovis shoulc be kept to the low aw ay from stream s or storm drain inlets for auto
❑ Maintain equipment properly. duntpste rs under roofs or cover with tarps or le vel s typically possible through a ga rden h as e. Practices During Construction a n d e q u I m e n t p a r k rn g re f u e Inn g a n d ro it in e
PREVENTION & WATERCOURSE ❑ Cove r mat enaiswftenthey are not in use plasticsheeting secured arourid the outside ofthe , Re-v eg ela tion is an excellent fo rm o f ero si on Higher ftow rates may be prohibited by local Check for Sediment or Toxic Pollutants vehicle and egr.�pm ent rn aintenance C o plain
durrpster Weyer clean out adumpsterby hosmgit control for any site. ordinance. J Remove existing vegetation only when Ih a area with berm s. sand bags. or other
❑ Keep natenals away tom streets.storm b a rr ie rs
PROTECTION: down onihe cCrlstrtxtlonsite. LJ Store a absolutely necessary Plant temporary ❑ Check for odors. disco loratio n, or an oily sheen
drains anddrainagechannes p sticides. fertilizers-and other J Never discharge pool or spa watertoa J M a i n taro a u v eh icfe s and hea%y eq urpm ant
J Pl ace portable toilets away from storm drains. chemicals indoors or in a shed or storage street or storm drain: discharge to a vegetation for erosion control on slopes or on groundwater. n sp ect frequ enrly for and re❑air leaks
Chapter 9.1 $ ❑ Ensure dust contra water doesn't leave si to g
t�hakesure portable toilets in cabinet where construction is not immediately planned-
ordlschargetostormdrains sanitary sewer clean out. J Perform m ajar m ainten ante, repair jabs ono
Advance Planning To Prevent Pollution cyder Checkfaouenflyfor leaks. ❑ Ask your Clty inspector Whether the ve hide and equ+pm en; w ast'ing off-site, w tie re
9.18.040 Discharge into the storm drain prohibited J Scheduleexcavabon and gracing activities J Use pesticides sparingly. according to J if ossible-when ern t n a pool let ❑ Protect downslo drainage courses,
MaterialslWas-te Handling p ply; 9 p � � g groundwater must be tested by a certified cleanup ;s easier
g g g instructions on the lake Rinseempty chlorine dissipate for a few days and then streams, and storm drains with wattles. or
ford weather eriod s.Tc red uce so i J Practice5oureeReduction--mninia? waste laboratory. Iryou mus: crain and replace muse drl- ra pans
It is unlawful to cause, allow, or permit to be erosion. plant temporaryvegetation orpbca of en you order ma.erials. Estimate carefuly. containers. and use r p-.y cc ter as product. onto eireu se water by draining it gradually tempora ry d ramage swales Use check dams or coo n l t r c t n e r at fluids o i site use drip pans o r
vihererosrcrt controls before rain he rzs.Use Dispose of rinsed. empy containers In lire onto a landscaped areaDependingdrop cloths to catch drips and spins c o Ilec t
discharged, any discharge not composed entirely of 8 ❑ Recycle excess materials.whenever possible. trash Dispose of unused pesticides as ditches to divert runoff around excavations. ❑ on the test results, you maybe all s oe n l fiu d s s io re in separate c o n is rn a rs and
t`+e Erosion and S edp77 ent Cc r*6 Marl ual such as concrete.asphalt.scrap metal solvents.
stormwater to the storm drain system or t0 surface waters availsblefrom'he R iomal WaterCualit haza•dous waste J ❑o not use copper-based algaecides- Refer to the Regional Water Quality Control allowed to discharge gum pea groundwater to properly dispose as hazardous w as,e (recycle
y y degreasers.cleared vegetation,paper rock. and Contro I a I z e w th chlorine or othe r Board's Erosion and Sediment Control Field w hen ever a o s s r4 ie i
Corntrol Board-as a reference. 9' the storm drain OR you may be required to
we malntenanoe materials such as usedoil. J In Cu erUno,residents with curbsiderecyclin
or to any ocab on where it would contact or eventually e g afternatives, such as sodiurr bromide. Manual for proper erosion and sediment control ❑ ❑o n o t u s e dies e I o i I to lu b r is ate a quip men t
J Control the amount of runctf crossi ng your anti freeze.batienes.and tires can collet lawn. garden and tree trimmings ir. P P discharge to the Sanitary sewer ❑r CaileCt Gild parts or clea n ecu ip^ en t use on ly water for
transported to surface waters, i rl udi rig flood plain areas, site(espedaly durng excavation+)by using __•_-___ __ for Info yardwaste toters.Ya rdwaste will be collected Filter Cleaning measures haul the water off-si to for tre atm ent and any o n s ire clean in s
unless s eclfiCall called out in the Municipal Regional belmsorterrporaryor per manentdrainage J 0 is p ose o f a I I wastes properly. M ateri at s t hat and composted by the city s contractors disposal at an approp riate treatment facility- J C o ver exp o sed fifth w heel hitches and ether
p y p g dtchestodive0 vaterflow arou rid the s i te J Never clean a filter in the street or near J Cover stockpiles and excavated soil with
cannot be recyGledmusltretakentoan RBSidentSare enCaura ed #PCOm Sf oily or greasy ea unpin e nt du -:rig ra in everts
Permit as an exempt or conditional) exempt discharge. Reducestormnraterrunoffveloabes by appropriateIaaJfiiIIordsposedofas hazardous yard on themselves- Or ake storm drain. Rinse cartricge and secured tarps or plastic sheeting.
p y p Y ❑ When discharging to a storm drain, protect the
corlstructirtg temporary check dams or waste.We`rer bury vieste matenalsor leave therm diatomaceo.a searth filters onto a dirt area, g g p 5 p ill C le an up
where appropriate yardwaste to a landfill where it will be spade filter residue into soil Dispose of inlet using a barrier of burlap bags filled with
n tleestreet or composted and J Clean up spills im rn a diatefy
9.18.070 Accidental Discharge ❑ TrainyourempIoWesandsubcoritractors. Permits spent diatomaceous earth in thegarbage drain rock, or cover inlet with filter fabric
The city can provide brochures about these L.j In addltxxr to b cal radrn and burldr writs. J Landscape c antra clans sh❑uld J N e v e r h o se d ow n 'd it,.y' pavement or
All persons shall notify the Director of Public Works g g >g� J if there is no suitable dirt area.call anchored under the grate. inn perm eabie s>arfa ce s w here nu ids n ave spinet
ssues for you to distribute to��wrkefs at raun you veil need to cheat n coverage under the Slate's take clippings and pruning waste use dry cleanup methods ',absorbent
i mmedi ately upon accidentally discharging pal lutar>is of Construction site inform yoursubcor>fractors General Constivction Activity Storm%veter Perm it to a landfill that composts yard Cupertino Sanitary br lnsfiuctions on rr a ter,a is cat Idler a nc ro r rags) whenever
a bout t he stornv"er uirermnts and Ifeir dlschargingfdter backwas`i or rinsevwater to possible and pro perry dispose of ab so rben i
� }curconstrutiion site's disturbed area 5 waste iBFlS Newby Island and 7
concern to enable countermeasures to be taken by the City own responsibilities. Use BiuepargVa Cleary acres or more.Information on the GeneraIReant tf a sanitary sewer, ❑ Contact Cu pertin o Sa nitary District at 253-70, 1 m ateria Is
Bay,a Garlstfuction best management radices Zanke r Rd. landfill are tie pea rest].
to minimize damage to storm drains and the receiving aide available at best ma e counter can be from the Regional Water prior to discharging to the sanitary sewer_ J Sweep up spilled dry materials rm m edia to ly.
S 9 pt. Cont rd Boar d. (TWcdteriawilIchangetoone J Do not blow or rake leaves into Never attempt to -wash them away" with water-
waters. Ir>itlal notification shall be followed, Wtfhin five(5) acre as of Mar.2003) the street. or bury them
business days of the date of occurrence, by a detailed
J Use as little water as possible to,- dust control.
Ensure water used doesn Ileave srit or
written state me nt d e scr 1 b i rg tihe causes of theacddentaI discharge to storm drains
discharge and the measL res being taken to prevent future LJ Clipan tip $p Il lg pn dirt areas by digging tip and
prope-iy disposi- g of con tarninated soil
ocoarrences. Such nod ficab on W ll not relieve persons of LJ Removal of BMP Facilities LlCall 97 7 for significant spills
liability far violations of this chapter or for any fines imposed ❑ if She spill poses a significant hazard to
on the City on account thereof under Section 13350 of the Thepropertyowner and the contractor share ultimate ies onslbllit for human health and safety properly or the
Califomia Water Code, or for vitiation of Section 5550 of the y The Project Contractor i s responsible State
to n m e as t f E m g e also a ry ice it t❑ the
State Office of Ern ergeney Services.
Califomia Fish and W1dlifeCode, or any other applicable ■ ■
provisions of State or Federal laws. the activities that occur on a construction site. You may be held responsible for removal of all B M P Facilities
9.18.220 Violation* for Any person who vi d Gees any pravlsi on of this Chapter any environmental damage caused by your subcontractors or employees. located within the Public Right of way
shall be guilty of a misdemeanor and upon conviction thereof
shall be pu nished as provided in Chapter 1 .12 of the City of upon project final inspection .
Cupertino Municipal Code. '
Chapter 1.12, General Penalty, Section 1.12.010, Pai ntl ng and , ❑urine Construction
paragraph D, states`: 1 �e Roadwork ', Storm Drain Pollution Fresh Concrete
• d / J Don't mix up more fresh concrete or cement
Unless otherwise specified by this Code, an infraction is Application of from Roadwork and Mortar than you will use in a two-hour period.
punishable by: Paint Removal a n '^
J Set up and operate small mixers on tarps or
Solvents
and heavy plastic drop cloths.
1 . Afine not to exceed $100 for a first Violationp Road pa vin g, surfacing, and pavement re rn ova I Application J When cleaning u p after d rlveway or sidewa4k
_j Paint chi s and dust from non-hazardous Paving
SmalI Business
2. Afine not to exceed $200 for a second violation d st6 in andsarid blastin rna be happen right in the street. where there are numerous
Adhesiviz;s ry pp g g Y construction. wash fines onto dirt areas. notopportunities far asphalt, saw-cut slurry. or3. Afine not to exceed $500 for a third violation ofswept up or collected in plastic drop cloths and down the driveway ar into the street or storm Hazardous ■haste
disposed of as trash. excavated material to illegally enter storm drains. Storm Drain Pollution from drain
the same Chapter within one year. Extra planning is required to store and dispose of
J Chemical paint stripping residue, and chips General Business Practices materials properly and guard against pollution of J Protect ap plicatlon s of fr es co ncrete and Disposal Prgm
p p v g g P Fresh Concrete and Mortar
* and dustfrom marine paints, or paints mortar from rainfa 11 and runoff until the
9.1$.240 Civil Halt for illicit discharges* P p storm dra ins creeks. and the Bay.
y g
Any p on who disch ar Storm Drain Pollution from Paints, containing lead, mercu
be disposed of as wastes. Lead control plans for roadway embankments.ry or tri butyl tin must i_] Develop and implement erasio nlsed tine nt Applications m aterla l ha s dr led Businesses that generate legs
ers o llutants, in violation ❑f chi s g es p hazardous
Solvents, and Adhesives J Wash down exposed aggregate concrete
Chapter, by the use of illicit connections shall be civilly liable based paint removal requires state-certified Fresh concrete and Cement-related mortars only when the washwater can (1) flow onto a than 27 gallons or 220 pounds
All paints,solvents,and adhesives contain ❑ Schedule excavation and grading work during y g
to the Cit in a sum not to exceed tvuent -five thousand contractor. that wash into lakes, streams, or estuaries dirt area. (2) drain onto a termed surface from
y ]� chemicals that are harmful to wildlife in focal dry weather. During Construction
are toxic t❑ fish d the aquatic which It can be pumped and disposed of of hazardous waste per month
per
dollars day ioati for each day in which such creeks, San Francisco Ba and the Pacific Ocean. J When stripping or cleaning building exteriors
p y per violation y y. s an e aq❑ Check for and repair leaking equipment properly, or (3) be vacuumed from a catchment
violation occurs. Toxic chemicals may came from liquid or solid with high-pressure water, block storm drains. ❑ Avoid paving and sea! coating in wet environment. Disposing of these materials created b y blo ck in g a storm dra In inlet If are e�ig��le//��t(�o� use tQQhis7pr(ogram.
products or from cleaning res dues orrags. Paint Direct washwateroritoa dirt area and spade ❑ Perform major equipment repairs at weather, of when rain is forecast, to prevent to the storm drains or creeks can block necessary, dccki ruHoffwith temporary berms Call `tV G�J'1 �Vo
material andwastes adhesives and cleaning fluids into sal.Or. check with Cupertino Sanitary designated areas in yo us maintenance yard. fresh materials from contacting storrnwater storm drains, causes serious problems, and Make sure runoff does not reach gutters or L
Excerpts — For complete CODE language refer to the should be recycled when possible, or disposed of District to find out if you can mop or vacuum the whe re cl eanu p is ea Bier. A void perfo rm ing r unoff is prohibited by law. storm drains.
City ❑fCupl no Municipal ert M al Code. properly to prevent these materials from flowing wastewater and dispose of it in a sanitary equipment repairs at construction sites. L] Cover and seal catch has ins and manholes for a quote.
into storm drains and watercourses- sewer drain.Sam piing of thewashwater may > When breaking up pavement, be sure to puck
�j When refueling or when vehicle/equ ipm ent when applying seal coat, slurry seal. -og seal, up all the pieces and dispose of properly
be required. maintenance must be done on site, designate a Recycle lace chunks of broken con creee. See
9 or sim liar materials. General Business Practices Y 9
❑ Washwater from painted buildings Iota do n away fro m storm drain s an d creeks. www.red ucewaste.om for info on recyclers.
constructed before1978 can contaunhigh ❑ Protect drainage ways by using earth dikes. J Wash out concrete mixers only in designated
J ❑o not use diesel oil to lubricate equipment sand bags. or other controls to divert or trap washout areas in your yard, away from storm J Never bury waste material Dispose of small
C u p e r t i n o Handling Paint Products amounts of Lead,even if paint chips are not arts or clean equipment d rains and waterways.rwa s. where the water will flow amounts of excess dry concrete. grout. and
resent. Before u begin stripping paint or p and filter runoff. y
Building Dept: P ]+o e9 PP 9 P mortar In the trash
❑ Keep all liquid paint products aril wastes clean pre build exteriors water J Rec cle used oil, concrete. broke n a s halt. into a temporary waste pit in a dirt area. Let
408-777-3228 n9 P 9 Y P ❑ IN wash excess material from exposed- water percolate through soil andduspvse of
Public Works Dept: away from the gutter,street, and storm under high pressure, test paint for lead by etc. whe never possible. or d isp ase of p rope riy. a re at co no re to or similar treatments into J Never dispose of washout into the street.
g9 g settled, hardened concrete as garbage. storm drains, drains e ditches, or streams
408-777-3354 drains- ta king pain tscrapingstoalocal laboratory. (www.recyclestuff.com for list of recycling a street or storm drain Collect and recycle. or IlVheneverpossible, recycle washout by g
Santa Clara Count (See Yellow Pages for astate-certified corn pa nies.y d ispose to d in a rea. pumping back into mixers for reuse
Y laboratory-)
Recycling Hotline: Painting Cleanup J Cover stockpiles (asphalt. sand. etc-) and :l Wash out chutes onto dirt areas that do not
800-533-8414 J If there is loose paint on the building. or if the other construction materials with plastic tarps. flow to streets or drains.
w w w.re d u r•e w a s to.o rq lJ Never clean brushes or rinse aint paint tests positive for lead.block storm As p hatt/Con c re to Removal
A pProtect from rainfall and prevent runoff with LJ Always store both dry and wet materials
www.recyclestuff.tom containers into a street,gutter, storm drain, drains CheckvuiihCupertino5a nit aryDistrict temporary roofs or plastic sheets and berms undercover, r
Small Business Hazardous Waste: French drain,or creek. to determine whether you may discharge water J Avoid creating excess dust when breaking asphalt protected from rainfall and runoff ` -C�
4 0 8-2 9 9-7 3 0 0 or concrete. ❑ Park paving machines over drip pans or and away from storm drains or waterways.
to the sanitary sewer,a i€you must send it P g p P rotect d ry materials from wind it n °
❑ Forwater-based paints.paintout brushes to a bsorbe nt m a to rial (cloth. rags. etc.)to catch
Cupertino 5 Sanitary its r Sewer ❑ is tr affsite for disposal as hazardous waste .❑ After breaking up old pavement- be sure to
Y the extent possible,and ruse into an inside drips when not in use. J Secure re bags of cement after they are open. t, CITY OF
sin k d
408-253-7071 remove all chunks and pieces. Make sure r CUPE TINY
rain that goes to the sanitary sewer
broken govern east does not tom a in contact ?] Clean up all spills and leaks using "dry' Be sure to keep wind-blown cement powder
Santa Clara Valley Urban Runoff LJ For oil-based paints. paint out brushes to the Paint Disposal, Return or Donation with rainfall or runoff methods (with absorbent materials and/or away from streets. gutters. storm drains, p ��I�
rainfall, and runoff.
Pollution Prevention P rg m extent ssible and clean with thinner or J Dispose of unwanted liquid paint thinners. rags).s o r dig u remove. and properly e rl dispose
� p° q � �j When making saw cuts. use a s little water as g )� g P P P yi
800-794-2482 solvent. Filter and reuse t-tinners and solvents. solvents.glues.and deaning fluids as of contaminated soil. J Do not use diesel fuel asa lubricanton t
possible. Shovel or vacua m saw-cut slurry and concrete forms. tools, or trailers
where possible. Dispose of excess liquids and hazardous waste(call the Small Business remove from the site. Cover or rotect storm ❑ C❑Ilect and rec cue or a ro rid to I d Is ase of
State office o f Emergency residue as hazardous waste. Hazardous Waste Prgm.299-7300). p y PP p y P
S e ry is e s drain inlets during saw-cutting- Sweep up. and excess abrasive gravel or sand . 777
1 -800-852-755024 hrs) LJ Whenthoroug hly cans. use upp p -
dry. empty J Or Return to properly dispose of all residues
( ❑ Avoid over-application b water far dust
brushes. rags.and drop cloths may be may be able to be returned. Check with the pp y
J Sweep. never hose dawn streets to Clean tip control.
R e p a r t s p ills to 9 1 1 disposed of as garbage vendor regarding its "buy-back"policy.}
tracked dirt. Use a street sweeper or vacuum
J Donate excess paint(cat 12 99-7 300 to donate.) truck. Do not dump vacuumed liquor in storm Santa Clsr;t V,i11cy
drains. 17rban Rrrnofl
Pollution PrV1,t'nti011 PrO1 MI
UPDATED SEPTFMBER 2016
APPROVE cc
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� � R �. 1` SHEET:
9/1 L14— N TR TI N BE T MANA EMENT PRACTICEOITY ZTPERTIN �
TiMM BORDEN, R=45512 DATE DEPARTMENT OF PUBLIC WORKS
DIRECTOR OF PUBLIC WORKS I,LI:
Comm Development Department
� —
PI � ng Division — Cupertino
�CUPERTINO APPROVED
Case # M-2022-013
lication Number(s) a ® �L J�
Approval Body F ctor/ Staff all / — 237.00
Approval Date /27/22 ,,,,,,,� \\\ 11j84� 01 s Designs By You &
Signature aolo Martire �7Villiams
Case Manager Residential
\\ Design / Build
\ \ 200 Burnett Ave., Suite 106
\
\ Morgan Hill, California 95037
W
L Marty's Cell 408-859-4404
a tn�v nxv \ WRDhomesC�Yahoo.com
\\ Contractor License # 876871
_ \ �•
Visit us on Facebook
Williams Residential Design/Build
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BIRD BATH. . . . . .,;,•G ~ ' / SWING
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Utility Shed — — GOLD FINDS PATHWAY I I �' N
Scale: 1/4"=I'-O" - - _ , , I I 0 v
AT GUTTER DOWNSPOUT :G _ N
PROVIDE RUNOFF ONTO _ — —
a VEGETATED AREAS
- - - - - - - - - - - - - - I �,
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::.. •.• _GOLD FINDS PATHWAY - 'o
P OVIDE RAIN BARREL FOR
AT PATIO PROVIDE RUNOFF \\\\ R OF RAIN WATER RUNOFF. Co
SHADE TREE ONTO VEGETATED AREAS � \\ \\ \\ \\\ I vl E
E PALIERED TREE O0 _
o — —— — — STONE WALK \
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Free Standing Swing Scale: 1/4"=1'-0"
NOTE
�� LOW WALL w STONE ` GAtE � 1 AS OF DECEMBER 1, 2012, ALL DETACHED SINGLE FAMILY HOMES WHICH CREATE
/ I I OR REPLACE 2,500 SF OR MORE OF IMPERVIOUS SURFACE ARE REQUIRED TO V •� 4� '�
8'x 1 2' SHED GP�� . PROVIDE RAIN BARREL OR I I I INSTALL ONE OR MORE OF THE FOLLOWING DESIGN MEASURES: ''� to
ROOF RAIN WATER RUN FF.
� I a. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS Q �
\ I I b. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS FOR REUSEt O 0
O GATE DIRECT RUNOFF FROM SIDEWALKS,WALKWAYS, AND/OR PATIOS ONTO � 0
PLANTER O / i VEGETATED AREAS. �� G� U
\ a d. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ,x 0
ONTO VEGETATED AREAS.
CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE 0 u �
OUTDOOR ® I SURFACES U
6
BENCHES i 1 O r Q 0
ART'E DE U .
FRANCE
sw
x�x I w N U
PROV/ ARREL FOR
O I ROOFIDE RAIN RAWAIN BER RUNOFF. A
2'x 8' VEG AT GUTTER DOWNSPOU
PLANTER / PROVIDE RUNOFF ON
l-U€ VEGETATED AREASSID
CIS
$ G'TALL WHITE / \
BRICK WALL
I
CIS
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/ I NORTH
/ • \ \ SS Q i 0.0 �..� // / CIS
W
CIS
oo >2�� "1" ss O O \ DATE:
�� /moo• X O Feb. 21, 2022
SCALE:
Jam' As Noted
JOB NO.
2106•A I-Law
Landscape Plan Scale: 1/8"=1'-0"
SHEET NO.
°
0 4' 8' 16' 32'