DIR-2019-006 Drawings"X"1FB"X"1FB"X"1FB"X"1FB"X"1FB"X"1FB"X"1FB"X"1FBVIA ESPLENDOR
(E)VILLA
(E) SKILLED
NURSING
FACILITY
V61 (A)
2305 SF
V62 (A)
2307 SF
NO OPENING LIMIT
8' - 4"
NO OPENING LIMIT
8' - 4"`
A PL
A PL
15' - 4"
15' - 4"
4' - 2"3' - 1"
16' - 8"
CR IS T O R EY DR IV E CAPILLA WAYV I A E S P L E N D O R
CRISTO REY DRIVE
COURT
SERENO
V78 (NA)
2324 SF V79 (NA)
2324 SF V80 (NA)
2324 SF
V81 (NA)
2324 SF
V82 (NA)
2324 SF
V71 (NA)
2307 SF
V72 (NA)
2307 SF
V73 (NA)
2307 SF
V75 (NA)
2324 SF
V76 (A)
2324 SF
V65 (A)
2382 SF
V70 (NA)
2313 SF
V83 (NA)
2324 SF
(E) VILLA
(E) VILLA (E) VILLA
(E) VILLA
(E) VILLA (E) VILLA
(E) VILLA
(E) VILLA
(E) VILLA
(E) VILLA
(E) SINGLE FAMILY RESIDENCES TYP
V74 (NA)
2324 SF
V77 (A)
2324 SF
V66 (A)
2307 SF
V63 (A)
2477 SF
V64 (A)
3289 SF
V68 (A)
2307 SF V69 (NA)
2313 SF
V67 (A)
2305 SF
(E) VILLA
(E) VILLA(E) VILLA
(E) VILLA
(E) VILLA
(E) BUILDING
(E) BUILDING
(E) VILLA
26' - 8"N O O P E N I N G L I M I T11' - 4 "N O O P E N I N G L I M I T11' - 4 "
NO OPENING LIMIT
9' - 5"
NO OPENING LIMIT
9' - 5"
N O O P E N I N G L I M I T9' - 3 1 /2 "
N O O P E N I N G L I M I T9' - 3 1 /2 "
NO OPENING LIMIT
10' - 2"
NO OPENING LIMIT
10' - 2"
NO OPENING LIMIT
8' - 3"
NO OPENING LIMIT
10' - 1"
A PL
NO OPENING LIMIT
35' - 1 1/2"
NO OPENING LIMIT
35' - 1 1/2"
A PL
N O O P E N I N G L I M I T11' - 1 0 "
N O O P E N I N G L I M I T11' - 1 0 "
A P L
A PL
A PL
A P L
A PL
A P L
N O O P E N IN G L IM IT
9 ' - 3 "N O O P E N IN G L IM IT
9 ' - 3 "N O O P E N I N G L I M I T5' - 6 "
N O O P E N I N G L I M I T5' - 6 "
1 1 ' - 0 "
2 3 2 0 0
5' - 5 "9' - 4"NO OPENING LIMIT
14' - 0"
NO OPENING LIMIT
14' - 0"
11
(N) BUILDING
RETAINING WALLS
PROPERTY LINES
(E) BUILDING
EXTENT OF PROJECT WORK
AMBULATORY VILLA(A)
NON-AMBULATORY VILLA(NA)
SHEET NUMBER
SHEET TITLE
KEYPLAN
SEALS AND SIGNATURES
ISSUED FOR REV DATE
301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroup.com
Plot Date:SMITHGROUP PROJECT NUMBER
APN: 342-54-052
8/1/2019 7:39:43 PMSITE PLAN -PROPOSED
A1.1.0
21371.001AuthorTHE FORUM
SENIOR
COMMUNITY
UPDATE
VILLAS
23500 CRISTO REY DRIVE
CUPERTINO, CA 95014
TRUE NORTH
SCALE:1" = 50'-0"1 SITE PLAN - NORTH
SCALE:1" = 50'-0"2 SITE PLAN - SOUTH
GRAPHIC LEGEND
VILLA SCHEDULE
VILLA NUMBER - VILLA TYPE
V61 - SINGLE 2A (FRONT ENTRY GARAGE)
V62 - SINGLE 1B (SIDE ENTRY GARAGE)
V63 - SINGLE 3 (SERENO)
V64 - SINGLE 4 (SEVE)
V65 - SINGLE 5 (SEVE)
V66 - SINGLE 1C (SEVE)
V67 - SINGLE 2B (SIDE ENTRY GARAGE)
V68 - SINGLE 1B (SIDE ENTRY GARAGE)
V69 - DUPLEX COURTYARD (SIDE PATIO)
V70 - DUPLEX COURTYARD (SIDE PATIO)
V71 - SINGLE 1A (REAR PATIO)
V72 - DUPLEX COURTYARD (REAR PATIO)
V73 - DUPLEX COURTYARD (REAR PATIO)
V74 - DUPLEX FRONT ENTRY (REAR PATIO)
V75 - DUPLEX FRONT ENTRY (REAR PATIO)
V76 - DUPLEX FRONT ENTRY (SIDE PATIO)
V77 - DUPLEX FRONT ENTRY (SIDE PATIO)
V78 - DUPLEX FRONT ENTRY (SIDE PATIO)
V79 - DUPLEX FRONT ENTRY (SIDE PATIO)
V80 - DUPLEX FRONT ENTRY (REAR PATIO)
V81 - DUPLEX FRONT ENTRY (REAR PATIO)
V82 - DUPLEX FRONT ENTRY (SIDE PATIO)
V83 - DUPLEX FRONT ENTRY (REAR PATIO)
GENERAL SHEET NOTES
A. WHERE BUILDINGS APPEAR TO BE IN CLOSE PROXIMITY TO
ONE ANOTHER, SEPARATION DISTANCES HAVE BEEN
INDICATED ON THE PLANS.
B. WHERE DISTANCES ARE ILLUSTRATED ON THE SITE PLAN, IT
SHOULD BE NOTED THAT OPENINGS ARE WELL BELOW THE
MAXIMUM ALLOWED PERCENTAGES OF THE WALLS IN
QUESTION.
C. THE AREA OF UNPROTECTED EXTERIOR OPENINGS IN NEW
CONSTRUCTION SHALL BE LIMITED BY CRC TABLE 302.1(2)
WHERE EXTERIOR FIRE SEPARATION DISTANCE IS BELOW 3',
THERE SHALL BE NO OPENINGS PERMITTED; WHERE FIRE
SEPARATION DISTANCE IS 3' OR MORE THERE SHALL BE NO
LIMIT TO THE AREA OF UNPROTECTED EXTERIOR OPENINGS.
D. GRADE WITHIN 10 FEET OF EXTERIOR FOUNDATIONS SHALL BE
6" MINIMUM BELOW F.F. AND SLOPE AWAY FROM THE
BUILDING. AT IMPERVIOUS SURFACES, A MINIMUM SLOPE OF
2% IS PERMITTED PER CRC R401.3.
E. THE FLOOR OR LANDING ON THE EXTERIOR SIDE OF DOORS
SHALL NOT BE MORE THAN 7¾ INCHES BELOW THE TOP OF
THE THRESHOLD PROVIDED.
2
1
PERMIT SUBMITTAL 04 SEP 2018
PERMIT SUBMITTAL - BC01 2 05 NOV 2018
CONSTRUCTABILITY REVISIONS 3 22 JAN 2019
ADDENDUM 01 6 22 APR 2019
ADDENDUM 01 - BC01 8 31 MAY 2019
V63 ADDENDUM 11 12 JUL 2019
DN
"X"1FB "X"1FB"X"1FB "X"1FB"X"1FB"X"1FB"X"1FB"X "
1 F B
"X "
1 F B"X"1FB"X"1FB"X"1FB "X"1FB"X"1FB "X"1FB "X"1FB
"X"1FBGARAGE
CLOSET
KITCHEN
DINING
LIVING
LAUNDRY
MASTER
BEDROOM
MASTER BATH
BEDROOM
CLOSET
BATH
DEN
1
2
3
5
7 9
6 ' - 1 1 /2 "1 4 ' - 7 3 /4 "6 ' - 1 3 /4 "1 2 ' - 0 "1 5 ' - 3 "D
A
E
F
B
14' - 6"24' - 0"10' - 11 1/4"15' - 6 3/4"6
4
8
22' - 1"3' - 0"
2 2 .0 0 0 °
C
PATIO
FOYER G1E1
A6B 2 E2A2A 5
A 3 D1P1A6A
P1A4
P1A6
P1A4A
P1A6A
P1A6A
A3
P0F4
P0F6
D1
GAS METER
ELEC METER
LOW VOLTAGE &
FIBER POE
ELEC PANEL
TANLKESS
WATER HEATER
MEDIA BOX
SSD1% MAX
WD FRAMED DECK,
SSD
CONCRETE PAD,
SSD
WD FRAMED DECK,SSDCONCRETE PAD,SSD2 % M A X
4 ' - 0 "
6 ' - 9 1 /2 "
6 ' - 1 1 1 /2 "
P1A6
F2CONDENSING UNIT
AND PAD, SMD
TRAFFIC COATING
OVER WOOD DECK
A117
TYP
EXTENT OF STONE
VENEER BASE,
SEE EXT ELEVS
A117 BLW, SEE
EXT ELEVS
A117 BLW, SEE
EXT ELEVS 3' - 7"20' - 4 3/4"
6' - 8 1/4"
3 ' - 7 1 /4 "
1 1 ' - 0 1 /4 "1 4 ' - 9 1 /2 "4' - 10 3/4"3' - 2 1/2"A L IG N 10' - 5 1/4"2' - 4 3/4"10' - 2 3/4"6"
6' - 1 1/4"12' - 10 1/2"
24' - 10 1/2"ALIGN4 ' - 1 0 1 /4 "1 5 ' - 3 "
3 ' - 1 0 3 /4 "4' - 1"4 ' - 2 "9 R @ 7 " M A X8T@11"= 7 ' - 4 "7 ' - 4 1 /2 "5' - 1"10R@7" MAX9T@11"= 8' - 3"P0A6EQ
EQ5 ' - 6 1 /4 "20' - 2 1/2"11' - 0"P1C4A C3P1A4
P1A4
P0A6
2"11' - 0"7' - 7 1/2"3' - 4 1/2"9' - 6"A4.1.6
1
A4.1.6
2
A4.1.63
A4.1.6
5
A4.1.6
4
6
A4.2.2
5
A4.2.2
A7.1.2
16
A7.1.3
19
A8.1.1
32
A4.1.6
6
A4.1.6
7
A8.1.1
72
1
A4.3.1
2
A4.3.1
5
A4.3.1
4
A4.3.1
6
A4.3.1
A P 7
A P 8
52
A5.6.1
TYP
A5.6.2
69
A5.6.2
72SHEAR WALL, SSD6' - 7"S H E A R W A L L , S S D5' - 5 "
S H E A R W A L L , S S D5' - 1 0 "SHEAR WALL, SSD7' - 1"S H E A R W A L L , S S D4' - 0 "S H E A R W A L L , S S D4' - 0 "SHEAR WALL, SSD4' - 7"SHEAR WALL, SSD2' - 11"SHEAR WALL, SSD7' - 1"SHEAR WALL, SSD7' - 1"S H E A R W A L L , S S D8' - 7 "SHEAR WALL, SSD10' - 5"S H E A R W A L L , S S D6' - 5 "SHEAR WALL, SSD
5' - 5"
SHEAR WALL, SSD
3' - 6"SHEAR WALL, SSD9' - 5"SHEAR WALL, SSD
24' - 4"SHEAR WALL, SSD10' - 10"SHEAR WALL, SSD10' - 8"SHEAR WALL, SSD6' - 2"SHEAR WALL, SSD4' - 4"SHEAR WALL, SSD
2' - 8"
SHEAR WALL, SSD
3' - 9"SHEAR WALL, SSD8' - 7"S H E A R W A L L , S S D3' - 1 "S H E A R W A L L , S S D5' - 2 "SHEAR WALL, SSD10' - 11"SHEAR WALL, SSD10' - 11"S H E A R W A L L , S S D6' - 8 "S H E A R W A L L , S S D3' - 7 "SHEAR WALL, SSD14' - 6"S H E A R W A L L , S S D14' - 9 "
A5.6.2
44
O P T IO N A L F IR E P L A C E L O C A T IO N
A203
A202
A202
A203
11
11
11
11
A206
A210
A209
A209
A204
A204
A201
A207
A211
A207
A207
F1A6.1.2
72
KITCHEN
LIVING
LAUNDRY
DEN 3' - 6 1/4"3' - 8 1/4"3' - 3 1/4"1774 SQ FT
SLAB ON
GRADE
VENT
V E N T
V E N T
STOR
1
2
D
E
F10' - 11 1/4"15' - 6 3/4"1 5 ' - 3 "STORAGE
E 3
A117
A117
A117
A117
SHEET NUMBER
SHEET TITLE
KEYPLAN
SEALS AND SIGNATURES
ISSUED FOR REV DATE
301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroup.com
Plot Date:SMITHGROUP PROJECT NUMBER
APN: 342-54-052
8/1/2019 7:39:44 PMFLOOR PLAN -VILLA 63
A2.1.6
21371.001AuthorTHE FORUM
SENIOR
COMMUNITY
UPDATE
VILLAS
23500 CRISTO REY DRIVE
CUPERTINO, CA 95014
GENERAL SHEET NOTES
SCALE:1/4" = 1'-0"1 23350 VIA ESPLENDOR - VILLA 63 (SINGLE 3) - FLOOR PLAN
SCALE:1/4" = 1'-0"3 VILLA 63 (SINGLE 3) - FIREPLACE OPTION
A. REFER TO THE A0.1.0 SERIES SHEETS FOR ARCHITECTURAL
GENERAL NOTES, DRAWING, REFERENCE AND MATERIAL SYMBOLS,
ABBREVIATIONS, AS WELL AS DIMENSIONING CONVENTIONS USED
ON THIS DRAWING.
B. REFER TO AND COORDINATE WITH STRUCTURAL, MECHANICAL,
AND ELECTRICAL FOR ADDITIONAL INFORMATION NOT SHOWN ON
THIS SHEET.
C. REFER TO AND COORDINATE WITH CIVIL DRAWINGS FOR ALL
FINISH GRADES.
D. REFER TO SHEET A5.1.2 FOR EXTERIOR WINDOW AND LOUVER
FRAME ELEVATIONS.
E. ALL INTERIOR PARTITIONS ARE TYPE P0A4A, UON
F. PROVIDE MINIMUM 10-MIL THICK VAPOR RETARDER DIRECTLY
BELOW ALL CONCRETE SLABS THAT EXTENDS TO THE SLAB EDGES
AND IS SEALED AT ALL SEAMS AND PENETRATIONS IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND
ASTM E 1643 REQUIREMENTS. SEE GEOTECHNICAL REPORT FOR
MORE INFORMATION.
G. PROVIDE 4" CAPILLARY BREAK BELOW VAPOR RETARDER,
CONSISTING OF 1/2" TO 3/4" CRUSHED ROCK. SEE GEOTECHNICAL
REPORT FOR MORE INFORMATION.
H. SHEAR WALL DIMENSIONS ARE FOR REFERENCE ONLY, VERIFY
SHEAR WALLS IN STRUCTURAL DRAWINGS.
J. TYPICAL FIREPLACE LOCATION SHOWN ON SHEET A4.1.1. UON
K. ALL EXTERIOR LIGHTING TO BE TITLE 24 COMPLIANT FIXTURES;
MATCH STYLE OF "REJUVENATION COLUMBIA ARTS & CRAFTS
LANTERN WALL SCONCE #A9484 IN BLACK ENAMEL WITH GOLD AND
WHITE GLASS"
L. THE TERM "REFERENCE" ELEVATION OR DIMENSIONS REFERS TO A
NOMINAL WORK POINT. THE ACTUAL ELEVATION MAY VARY FROM
THE REFERENCE POINT. REFER TO APPLICABLE DETAIL TO
DETERMINE THE RELATIONSHIP BETWEEN THE ACTUAL ELEVATION
OR DIMENSION AND THE STATED REFERENCE POINT
M. THE DESIGN REFERENCE ELEVATION +0'-0" SHOWN ON THE
ARCHITECTURAL DRAWINGS CORRESPONDS TO THE FINISH FLOOR
ELEVATION OF THE GROUND FLOOR. ESTABLISH THE ACTUAL
ELEVATION WITH RESPECT TO SITE-SPECIFIC BENCHMARKS AND
CONTROL POINTS AS DEFINED IN THE CIVIL DRAWINGS.
N. "FINISH FLOOR" ELEVATIONS ARE MEASURED AT THE TOP OF THE
CONCRETE FLOOR SLAB UNLESS OTHERWISE NOTED. APPLIED
FINISHES SUCH AS RESILIENT FLOORING OR CARPET MAY RAISE
THE ACTUAL FINISH SURFACE ABOVE THE REFERENCE ELEVATION
PROVIDED FOR THE FINISH FLOOR.
P. WHERE CONCRETE FLOOR SLAB IS DEPRESSED TO
ACCOMMODATE MORTAR BEDS, SETTING BEDS, RAISED ACCESS
FLOORS, AND OTHER SIMILAR FLOOR ASSEMBLIES, "FINISHED
FLOOR" ELEVATIONS ARE MEASURED AS IF CONCRETE
DEPRESSION DOES NOT OCCUR.
S. REFER TO INTERIOR DESIGN DRAWINGS (ID SERIES) FOR EXTENT
OF FINISHES, FLOOR TRANSITION DETIALS, ACCESSORIES,
PLUMBING FIXTURES, DECORATIVE LIGHTING FIXTURES, AND
MOLDING PROFILES.
T. REFER TO A8.1 SERIES FOR APPLIANCE SCHEDULE
U. REFER TO 30/A9.6.1 FOR TYP CLOSET SECTION
V. REFER TO 52/A5.6.1 FOR TYP PATIO GATE DETAIL
UNDER FLOOR
VENTILATION
CALCULATIONS 63
PERMIT SUBMITTAL 04 SEP 2018
BID ADDENDUM 01 1 01 OCT 2018
PERMIT SUBMITTAL - BC01 2 05 NOV 2018
CONSTRUCTABILITY REVISIONS 3 22 JAN 2019
PERMIT SUBMITTAL - BC02 4 22 JAN 2019
ADDENDUM 01 6 22 APR 2019
ASI 01 7 24 MAY 2019
V63 ADDENDUM 11 12 JUL 2019
TRUE NORTH
SEVERAL VILLAS WILL REQUIRE CROSS VENTILATION IN THE UNDER
FLOOR SPACE AS PER CBC 2016 SECTION 1203.4. COVER
VENTILATION OPENINGS WITH PERFORATED SHEET METAL PLATES
NOT LESS THAN 0.070 INCH THICK. CLASS I VAPOR RETARDER IS
PROVIDED IN THESE CONDITIONS.
VILLA 63 CRAWL SPACE AREA = 1774 SQ FT
TOTAL NET VENT OPENING REQD = 11.87 SQ FT
(1 SQ FT / 150 SQ FT)
UNDER FLOOR VENTING PROVIDED = 12 SQ FT (3 VENTS)
(24" X 24" VENT OPENINGS = 4 SQ FT/EACH)
*REFER TO SHEET A4.1.6 EXTERIOR ELEVATIONS FOR VENT
LOCATIONS
EXTENT OF STONE VENEER BASE,
SEE EXT ELEVS
EXTENT OF STONE VENEER BASE,
SEE EXT ELEVS
SCALE:1/4" = 1'-0"2 23350 VIA ESPLENDOR - VILLA 63 (SINGLE 3) - FLOOR PLAN
11
SHEET KEYNOTES
A201 WOOD FRAMED STAIR WITH FIRE RETARDANT TREATED
WOOD DECKING
A202 USE OBSCURE PATTERN GLASS FROM MFR
A203 COVER INTERIOR SIDE OF WINDOW WITH GYP BOARD, PTD
TO MATCH
A204 15"W X 30"H X 4"D NICHE. PTD FINISH WITH CORNER BEADS
A206 TRIPLE BYPASS MIRRORED CLOSET DOOR
A207 SOLID CORE WOOD DOORS
A209 48" MEDICINE CABINET. MANUFACTURER & MODEL TO BE
CONFIRMED BY OWNER.
A210 30" MEDICINE CABINET. MANUFACTURER & MODEL TO BE
CONFIRMED BY OWNER.S
A211 48"H WALL
11
1
2
3
5
7 9
D
A
E
F
B
6
4
8
C3" / 12"3" / 12"3" / 12"3" / 12"3 " / 1 2 "3" / 12"3 " / 1 2 "3" / 12"3 " / 1 2 "3 " / 1 2 "3 1/2" / 12"4 1/2" / 12"
4 1/2" / 12"3 1/2" / 12"4" / 12"2' - 5" OVERHANG, TYP
F R O M E D G E O F D E C K B E L O W
1 '-6 " P A T IO O V E R H A N G
1 0 " O V E R H A N G
1 0 " O V E R H A N G 9' - 6"ZONE A
770.9 SQ FT
ZONE B
252.2 SQ FT
ZONE C
465.4 SQ FT
ZONE D
963.9 SQ FT
A4.1.6
1
A4.1.6
2
A4.1.63
A4.1.6
5
A4.1.6
4
8
A4.3.1
9
A4.3.1
14
A5.2.3
GSM GUTTER, TYP
HIP
HIP
HIPHIPHIP
RIDGE HIPHIPHIP
R ID G E
R ID G E
64
A5.2.2
SIM, TYP
12
A5.2.3
H IPH
IPHIPH IP
16
A5.2.3
1 5 0 S Q F T
S O L A R Z O N E
100 SQ FT
SOLAR ZONE
PATHWAY FOR POTENTIAL FUTURE
PLUMBING BETWEEN POTENTIAL FUTURE
SOLAR PANELS AT SOLAR ZONE TO
WATER-HEATING SYSTEM
R737
CONCRETE TILE ROOF
R737A
CONCRETE TILE ROOF
AT PATIO
R113
MODIFIED BITUMEN ROOF
R113A
MODIFIED BITUMEN ROOF
AT PATIO
SOFFIT VENTING
BUILDING OUTLINE
ROOF VENTILATOR
SHEET NUMBER
SHEET TITLE
KEYPLAN
SEALS AND SIGNATURES
ISSUED FOR REV DATE
301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroup.com
Plot Date:SMITHGROUP PROJECT NUMBER
APN: 342-54-052
8/1/2019 7:39:48 PMROOF PLAN -VILLA 63
A2.2.6
21371.001AuthorTHE FORUM
SENIOR
COMMUNITY
UPDATE
VILLAS
23500 CRISTO REY DRIVE
CUPERTINO, CA 95014
SCALE:1/4" = 1'-0"1 VILLA 63 (SINGLE 3) - ROOF PLAN
GENERAL SHEET NOTES
63
GRAPHIC LEGEND
ROOF VENTING CALCS
"ZONE A" ENCLOSED AREA = 770.9 SQ FT
TOTAL NET FREE AREA REQD = 2.6 SQ FT
(1/300 OF AREA REQD)
(1.5 SQ FT * 144 SQ IN/SQ FT = 374.4 SQ IN)
374.4 SQ IN * 50% = 187.2 SQ IN
REQD UPPER ATTIC VENTING
(187.2 SQ IN / 20 SQ IN PER FOOT) = 9.4 LFT
UPPER ATTIC VENTING BEING PROVIDED
(2 * 97.50 SQ IN PER BOX VENT)
(2) BOX VENTS = 195 SQ IN
REQD VENTING AT EAVE
(187.2 SQ IN / 8 SQ IN PER FOOT) = 23.4 LFT
VENTING AT EAVE PROVIDED
(129.9 LFT x 8 SQ IN) = 1039.2 SQ IN
"ZONE B" ENCLOSED AREA = 252.2 SQ FT
TOTAL NET FREE AREA REQD = 0.8 SQ FT
(1/300 PF AREA REQD)
(0.8 SQ FT * 144 SQ IN/SQ FT = 115.2 SQ IN)
115.2 SQ IN * 50% = 57.6 SQ IN
REQD UPPER ATTIC VENTING
(57.6 SQ IN / 20 SQ IN PER FOOT) = 2.9 LFT
UPPER ATTIC VENTING BEING PROVIDED
(1 * 97.50 SQ IN PER BOX VENT)
(1) BOX VENTS = 97.5 SQ IN
REQD VENTING AT EAVE
(57.6 SQ IN / 8 SQ IN PER FOOT) = 7.2 LFT
VENTING AT EAVE PROVIDED
(80.2 LFT x 8 SQ IN) = 641.6 SQ IN
THERE ARE TWO ROOFS FOR THIS VILLA, BOTH CONSIST OF HIPS AND GABLES AND ARE TO RECEIVE ATTIC VENTILATION PER
CBC 2016 SECTION 1203.
EACH AREA OF THE HIPPED ROOF ILLUSTRATED IS BEING TREATED AS A SINGLE ZONE FOR THE PURPOSES OF ROOF VENTING
CALCULATIONS (ZONE A, ZONE B, ZONE C, ZONE D). REQUIRED VENTING CALCULATIONS FOR EACH SEPARATE ZONE ARE SHOWN BELOW.
FOR DUPLEXES, CALCULATIONS ARE SHOWN FOR ONE OF THE VILLAS AS THESE ROOFS WILL BE VENTED INDIVIDUALLY.
NOTE:
• SOFFIT VENTS ARE DETAILED TO 8 SQ IN VENTILATION PER LINEAL FOOT
"ZONE C" ENCLOSED AREA = 465.4 SQ FT
TOTAL NET FREE AREA REQD = 1.6 SQ FT
(1/300 OF AREA REQD)
(1.6 SQ FT * 144 SQ IN/SQ FT = 230.4 SQ IN)
230.4 SQ IN * 50% = 115.2 SQ IN
REQD UPPER ATTIC VENTING
(115.2 SQ IN / 20 SQ IN PER FOOT) = 5.8 LFT
UPPER ATTIC VENTING BEING PROVIDED
(2 * 97.50 SQ IN PER BOX VENT)
(2) BOX VENTS = 195 SQ IN
REQD VENTING AT EAVE
(115.2 SQ IN / 8 SQ IN PER FOOT) = 14.4 LFT
VENTING AT EAVE PROVIDED
(56.5 LFT x 8 SQ FT) = 452 SQ IN
"ZONE D" ENCLOSED AREA = 963.9 SQ FT
TOTAL NET FREE AREA REQD = 3.2 SQ FT
(1/300 PF AREA REQD)
(3.2 SQ FT * 144 SQ IN/SQ FT = 460.8 SQ IN)
460.8 SQ IN * 50% = 230.4 SQ IN
REQD UPPER ATTIC VENTING
(230.4 SQ IN / 20 SQ IN PER FOOT) = 11.5 LFT
UPPER ATTIC VENTING BEING PROVIDED
(3 * 97.50 SQ IN PER BOX VENT)
(3) BOX VENTS = 292.5 SQ IN
REQD VENTING AT EAVE
(230.4 SQ IN / 8 SQ IN PER FOOT) = 28.8 LFT
VENTING AT EAVE PROVIDED
(132 LFT x 8 SQ IN) = 1056 SQ IN
PERMIT SUBMITTAL 04 SEP 2018
PERMIT SUBMITTAL - BC01 2 05 NOV 2018
CONSTRUCTABILITY REVISIONS 3 22 JAN 2019
ASI 01 7 24 MAY 2019
V63 ADDENDUM 11 12 JUL 2019
A. REFER TO THE A0.1.0 SERIES SHEETS FOR ARCHITECTURAL
GENERAL NOTES, DRAWING, REFERENCE AND MATERIAL
SYMBOLS, ABBREVIATIONS, AS WELL AS DIMENSIONING
CONVENTIONS USED ON THIS DRAWING.
B. REFER TO AND COORDINATE WITH STRUCTURAL, MECHANICAL,
AND ELECTRICAL FOR ADDITIONAL INFORMATION NOT SHOWN
ON THIS SHEET.
C. REFER TO AND COORDINATE WITH CIVIL DRAWINGS FOR ALL
FINISH GRADES.
D. REFER TO SHEET A5.1.2 FOR EXTERIOR WINDOW AND LOUVER
FRAME ELEVATIONS.
E. ROOF VENTING CALCULATIONS ARE PROVIDED ONCE PER VILLA
TYPE; REFER TO SHEET SPECIFIC NOTES FOR ROOF VENTING
CALCUATION LOCATIONS
F. ROOF COVERINGS TO BE A FIRE-RETARDANT ROOF COVERING
THAT IS AT LEAST CLASS A.
G. COOL ROOF AND RADIANT BARRIER ARE REQUIRED PER
ENERGY CALCULATIONS.
+ 8' -0"
+ 9' -0"
+ 9' -0"
+ 9' -0"
+ 9' -0"+ 9' -6"
+ 12' -0"
+ 9' -0"
+ 9' -0"
+ 9' -0"
GARAGE
CLOSET
KITCHEN
DINING
LIVING
LAUNDRY
MASTER BEDROOM
MASTER BATH
BEDROOM
CLOSET
BATH
DEN
1
2
3
5
7 9
D
A
E
F
B
+ 9' -0"
+ 9' -0"
+ 9' -0"
6
4
8
C
+ 12' -0"10' - 7 1/2"EQ EQ
3' - 7 5/8"
E Q
E Q
4"E Q
E QEQEQEQ
E Q
2' - 6"2' - 6"3' - 6"E Q
E Q
6' - 6"3' - 0"3 ' - 0 "9 ' - 0 "3' - 0"EQEQE Q
E Q
E Q
E Q
EQEQEQEQE Q
E Q
EQEQE Q
E Q
+ 9' -6"
+ 9' -0"EQEQ+7' -6"
+7' -6"
+7' -6"
22" x 30" ATTIC
ACCESS HATCH
EQ EQ
4' - 11"1 ' - 0 "
22" x 30" ATTIC
ACCESS HATCH
6"NON-RATED 22" x 30" ATTIC ACCESS
HATCH TO PLENUM. FIRE RATED 22" X 30"
ACCESS HATCH TO ATTIC ABOVE
DROPPED CLG
FCU ABV, COORDINATE
WORK WITH PROPOSED
STRUCTURAL SYSTEMS
NON-RATED 30" X 36" FCW AND
ATTIC ACCESS HATCH TO
PLENUM. FIRE RATED 30" X 36"
ACCESS HATCH TO ATTIC
ABOVE DROPPED CLG
EQ EQ
4 ' - 0 1 /2 "4 ' - 2 "4 ' - 2 "
1 ' - 1 0 1 /2 "4' - 2"1' - 8"4 ' - 9 1 /2 "2 ' - 6 "4 ' - 9 1 /2 "ALIGN CL OF LIGHT W/ CL OF WINDOWEQEQCLE Q
E Q
A7.1.2
40
A7.1.3
51
A8.1.1
48
32
A9.6.1
32
A9.6.1
ARCHITECTURAL
GYPSUM BOARD ASSEMBLY
R737
FIRE RATED (UON)
ACCESS HATCH
MISCELLANEOUS
HEIGHT OF CEILING FINISH
ABOVE FINISH FLOOR
+12'-8"
LIGHTING
SURFACE MTD FIXTURE
PENDANT
RECESSED DOWNLIGHT
RECESSED SHOWER LIGHT
WALL MTD VANITY LIGHT
WALL MTD EXTERIOR SCONCE
SURFACE MTD LINEAR LIGHT
UNDERCABINET LIGHT
MODIFIED BITUMEN ROOF
R113
DROPPED CEILING
MODIFIED BITUMEN ROOF AT PATIO
R113A
1 2
E
F 4' - 0"4' - 0"E Q
E Q
+ 8' -0"
SHEET NUMBER
SHEET TITLE
KEYPLAN
SEALS AND SIGNATURES
ISSUED FOR REV DATE
301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroup.com
Plot Date:SMITHGROUP PROJECT NUMBER
APN: 342-54-052
8/1/2019 7:39:53 PMREFLECTED CEILING
PLAN -VILLA 63
A3.1.6
21371.001AuthorTHE FORUM
SENIOR
COMMUNITY
UPDATE
VILLAS
23500 CRISTO REY DRIVE
CUPERTINO, CA 95014
SCALE:1/4" = 1'-0"1 VILLA 63 (SINGLE 3) - LEVEL 1 - RCP
GENERAL SHEET NOTES
A. REFER TO THE SHEETS A0.1.0 - A0.3.0 FOR GENERAL DRAWING,
REFERENCE AND MATERIAL SYMBOLS, ABBREVIATIONS, AS WELL
AS DIMENSIONING CONVENTIONS USED ON THIS DRAWING.
B. GRAPHIC LEGEND AND CEILING TYPES ARE SHOWN FOR
REFERENCE ONLY. SEE INTERIOR DRAWINGS FOR FINISH PLANS
AND SCHEDULE FOR COMPLETE INFORMATION.
C. MECHANICAL GRILLS AND REGISTERS WILL BE DESIGNED AND
LOCATED IN THE CONSTRUCTION DOCUMENTS PHASE.
D. PROVIDE ACCESS TO ABOVE CEILING EQUIPMENT, WHERE
OCCURS.
E. REFER TO AND COORDINATE WITH PLUMBING, MECHANICAL, AND
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION NOT
SHOWN ON THIS DRAWING
F. LIGHTING SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL PLANS
FOR FIXTURE TAGS, SPECIFICATIONS, AND FIXTURE SCHEDULE.
G. GENERAL CONTRACTOR TO BRING TO THE ARCHITECT'S
ATTENTION ANY DISCPREPANCIES BETWEEN THE ARCHITECTURAL
AND ELECTRICAL LIGHTING PLANS
H. SEE A9.4.1 AND FOR TYPICAL CEILING AND SOFFIT DETAILS AND
ADDITIONAL REQUIREMENTS
I. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING
LOCATIONS
J. CEILING HEIGHT ELEVATIONS ARE MEASURED TO BOTTOM OF
FINISH SURFACES AND STATED IN RELATION TO DISTANCE ABOVE
THE REFERENCE ELEVATION FOR THE FINSH FLOOR UNLESS
OTHERWISE NOTED.
K. CITY OF CUPERTINO BUILDING DIVISION REQUIRES ATTIC ACCESS
HATCH IN GARAGE CEILING TO BE EITHER (1) A SOLID WOOD
PANEL NOT LESS THAN 1-3/8" THICK; (2) A SOILD OR
HONEYCOMB-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK; OR
(3) A 20-MINUTE FIRE RATED DOOR.
GRAPHIC LEGEND
63
PERMIT SUBMITTAL 04 SEP 2018
BID ADDENDUM 01 1 01 OCT 2018
PERMIT SUBMITTAL - BC01 2 05 NOV 2018
PERMIT SUBMITTAL - BC02 4 22 JAN 2019
ASI 02 9 14 JUN 2019
V63 ADDENDUM 11 12 JUL 2019
SCALE:1/4" = 1'-0"2 VILLA 63 (SINGLE 3) - BASEMENT - RCP
11
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +14' -9"
MAX. T.O. ROOF RIDGE
EL +18' -7 31/32"
123564
W5 W15 W5
W12W12W12 W12
W15
W2 W1 W2 W1
W25 11' - 6"BASEMENT
EL -9' -9"
6
A4.2.2
RWL - KICK OUT ONTO
LOWER ROOF
RWL
ELEVATION ASKEW 2' - 0"EQEQ
24" X 24" UNDER FLOOR VENT OPENING. COVER
WITH PERFORATED SHEET METAL PLATE PTD TO
MATCH EXTERIOR WALL FINISH.
63
11
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +14' -9"
MAX. T.O. ROOF RIDGE
EL +18' -7 31/32"
798
TYP WO6' - 8" CLEARBASEMENT
EL -9' -9"
COLUMN, SSD
PT-1 AT RWL TYP
PT-3
PT-1
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +14' -9"
MAX. T.O. ROOF RIDGE
EL +18' -7 31/32"
ABC
W2
W18
BASEMENT
EL -9' -9"
W2
W18
PT-1 AT RWL TYP
BUILDING IN BACKGROUND ASKEW
ST-1
EX-1
PT-1
RF-1
CONTROL JOINT TYPICAL
AT FLOOR LEVEL ALL
AROUND BUILDING
CONTROL JOINT LINES
SHOWN DASHED -TYP
PTS GSM FLASH AT ROOF BOX VENTS
PER CONCRETE TILE ROOFING MFR
APPROVED GSM FLASHING DETAILS -TYP WO
CUSTOM COLOR FINISH AT ROOF
BOX VENTS TO MATCH ADJ TILE
ROOFING -TYPICAL
5
A4.2.2
2' - 0"
11
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +14' -9"
MAX. T.O. ROOF RIDGE
EL +18' -7 31/32"
1 2 3 5 64
W12 W13W12
W8 W9 W18 W18 W9 W23W18
BASEMENT
EL -9' -9"
6
A4.2.2
RWL RWL
8"8"
1' - 5"GRADE20" ABOVEELEVATION ASKEW
MC-1 AT RAILING
1' - 1"2' - 6"EQ EQ
30" x 30" CRAWL SPACE ACCESS & UNDER FLOOR
VENT OPENING. COVER WITH PERFORATED SHEET
METAL PLATE PTD TO MATCH EXTERIOR WALL
FINISH.
24" X 24" UNDER FLOOR VENT OPENING. COVER
WITH PERFORATED SHEET METAL PLATE PTD TO
MATCH EXTERIOR WALL FINISH.
W2
W8 W20 W8 WRAP STONE 2'-0"
11
11
WOOD FRAMED
STAIRS WITH FIRE
RETARDANT
TREATED DECKING
AND ENCLOSED ON
UNDERSIDE WITH NC
FIBER CEMENT
SOFFIT PANELS
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +14' -9"
MAX. T.O. ROOF RIDGE
EL +18' -7 31/32"
D E F
BASEMENT
EL -9' -9"
5
A4.2.2
W18
W8
W19
SLOPES DOWNSLOPES DOWN1' - 6"BUILDING IN BACKGROUND
SHOWN ASKEW
RWL
11
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +14' -9"
D
W18
RWL - KICKOUT ONTO
LOWER ROOF
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +14' -9"
F
W19
EXTERIOR FINISH LEGEND
EXTERIOR
FINISH CODE DESCRIPTION
CONCRETE
ROOF TILERF-1
STYLE / COLOR
CAPISTRANO S-TILE /
3532 WEATHERED
TERRACOTTA RANGE
BASIS OF DESIGN MFR:
EAGLE ROOF
NOTES
LOW SLOPE
ROOFRF-2 PER
SPECIFICATIONS
STUCCOEX-1
FINE FINISH
COLOR: DUNN EDWARDS DE5254
(FRESH BAKED BREAD)
STONE VENEERST-1 SHADOW ROCK /
SOMERSET
BASIS OF DESIGN MFR:
EL DORADO STONE
METAL COATINGMC-1
BENJAMIN MOORE
HC-82 (BENNINGTON
GRAY)
PAINTPT-1
SHOP FINISHED
PAINTPT-2 COLOR TBD
PAINTPT-3 COLOR TBD
GUTTERS, RWLS, FASCIA
ALUMINUM TRELLIS
FINISH
GARAGE DOOR PTD TO
MATCH (E) ADJ (E)
GARAGE DOORS
PAINTPT-4
COLOR TO MATCH
EX-1
UNDERSIDE OF EXTERIOR
SOFFITS
1. NOTES MADE TO ONE ELEVATIONS ARE TYPICAL OF ALL ELEVATIONS UON.
2. SEE ELEVATIONS FOR LOCATING RWLS - TYPICAL
3. PROVIDE CRAWLSPACE VENTING AT WALL 12" BELOW SLAB SPACED MIN 48" APART
AS REQUIRED PER CBC CHAPTER 12. CRAWLSPACE VENT BY MFR SYLO/ SUNVENT
INDUSTRIES, FACE MOUNT, PAINTED TO MATCH ADJ EXTERIOR FINISH.
4. BUILDING ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH WITH A
MINIMUM STROKE WIDTH OF ½ INCH. NUMBERS SHALL CONTRAST WITH THEIR
BACKGROUND PER CRC R319.1/CBC 501.2.
5. ALL EXTERIOR WINDOW AND DOOR FRAMES TO BE TERRASTONE FROM ANDERSON
100 SERIES
PATTERN
BENJAMIN MOORE
HC-82 (BENNINGTON
GRAY)
SHEET NUMBER
SHEET TITLE
KEYPLAN
SEALS AND SIGNATURES
ISSUED FOR REV DATE
301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroup.com
Plot Date:SMITHGROUP PROJECT NUMBER
APN: 342-54-052
8/1/2019 7:39:59 PMEXTERIOR ELEVATIONS -
VILLA 63
A4.1.6
21371.001AuthorTHE FORUM
SENIOR
COMMUNITY
UPDATE
VILLAS
23500 CRISTO REY DRIVE
CUPERTINO, CA 95014
SCALE:1/4" = 1'-0"1 VILLA 63 (SINGLE 3) - NORTH ELEVATION
SCALE:1/4" = 1'-0"2 VILLA 63 (SINGLE 3) - EAST ELEVATION
SCALE:1/4" = 1'-0"3 VILLA 63 (SINGLE 3) - SOUTH ELEVATION (TYP FOR EXT FINISH & NOTES UON)
SCALE:1/4" = 1'-0"5 VILLA 63 (SINGLE 3) - WEST ELEVATION
SCALE:1/4" = 1'-0"4 VILLA 63 (SINGLE 3) - NORTHWEST ELEVATION
SCALE:1/4" = 1'-0"6 VILLA 63 (SINGLE 3) - PARTIAL ELEV AT ENTRY
SCALE:1/4" = 1'-0"7 VILLA 63 (SINGLE 3) - PARTIAL ELEV AT DEN
63
PERMIT SUBMITTAL 04 SEP 2018
BID ADDENDUM 01 1 01 OCT 2018
PERMIT SUBMITTAL - BC01 2 05 NOV 2018
CONSTRUCTABILITY REVISIONS 3 22 JAN 2019
PERMIT SUBMITTAL - BC02 4 22 JAN 2019
ADDENDUM 01 6 22 APR 2019
ASI 02 9 14 JUN 2019
V63 ADDENDUM 11 12 JUL 2019
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +15' -8"
MAX. T.O. ROOF RIDGE
EL +18' -3 9/32"
543214.12
A4.2.2
DINING
BEYOND
GARAGE LAUNDRY KITCHEN
EL. 343.24
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +15' -8"
MAX. T.O. ROOF RIDGE
EL +18' -3 9/32"
E D C B AC.1
1
A4.2.2
PATIOLIVING DININGKITCHENDEN OPEN TO
HALLWAY
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +14' -9"
MAX. T.O. ROOF RIDGE
EL +18' -7 31/32"
1 2 3 5 64
BASEMENT
EL -9' -9"
6
A4.2.2
MASTER BEDROOM LIVING ROOM DINING STORAGE GARAGE
STORAGE
11
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +14' -9"
MAX. T.O. ROOF RIDGE
EL +18' -7 31/32"
D E F
BASEMENT
EL -9' -9"
5
A4.2.2
KITCHEN DINING OPEN TO
HALLWAY
PATIO
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +15' -8"
MAX. T.O. ROOF RIDGE
EL +18' -3 9/32"
543214.1
4
A4.2.2
GARAGE LAUNDRY DINING
BEYOND
KITCHEN
LEVEL 1
EL +0' -0"
T.O. PLATE
EL +9' -2"
T.O. PLATE (HIGH)
EL +15' -8"
MAX. T.O. ROOF RIDGE
EL +18' -3 9/32"
E D C B AC.13
A4.2.2
DEN KITCHEN DINING OPEN TO
HALLWAY
LIVING PATIO
SHEET NUMBER
SHEET TITLE
KEYPLAN
SEALS AND SIGNATURES
ISSUED FOR REV DATE
301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroup.com
Plot Date:SMITHGROUP PROJECT NUMBER
APN: 342-54-052
8/1/2019 7:40:05 PMBUILDING SECTIONS -
VILLAS 61, 63, & 67
A4.2.2
21371.001AuthorTHE FORUM
SENIOR
COMMUNITY
UPDATE
VILLAS
23500 CRISTO REY DRIVE
CUPERTINO, CA 95014
GENERAL SHEET NOTES
SCALE: 3/16" = 1'-0"
1 VILLA 61 (SINGLE 2A) - SECTION
SCALE: 3/16" = 1'-0"
2 VILLA 61 (SINGLE 2A) - LONGITUDINAL SECTION
SCALE:3/16" = 1'-0"5 VILLA 63 (SINGLE 3) - LONGITUDINAL SECTION
SCALE:3/16" = 1'-0"6 VILLA 63 (SINGLE 3) - SECTION
SCALE:3/16" = 1'-0"3 VILLA 67 (SINGLE 2B) - SECTION
SCALE:3/16" = 1'-0"4 VILLA 67 (SINGLE 2B) - LONGITUDINAL SECTION
A. REFER TO CIVIL DRAWINGS FOR GRADE CONDITIONS AROUND ALL
VILLAS
B. REFER TO LANDSCAPE DRAWINGS FOR PLANTING AND PAVING
CONDTIONS AROUND ALL VILLAS
C. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND
SLAB SIZING, PLACEMENT, AND DEPTH; FOUNDATIONS TYPES
VARY PER VILLA
D. ALL WALLS THAT EXTEND BELOW GRADE AND ARE ADJACENT TO
OCCUPIABLE SPACES SHALL BE WATERPROOFED AT BLINDSIDE
OF WALL AND OVER TOP AND SIDES OF FOOTING AS ILLUSTRATED.
PER THE GEOTECH REPORT, IT IS ASSUMED THAT ALL THE
OCCUPIABLE AREAS ARE WELL ABOVE THE WATER TABLE. IF THE
CONTRACTOR ENCOUNTERS BELOW GRADE WATER, THE
CONTRACTOR IS TO NOTIFY THE DESIGN TEAM OF THE
OCCURRENCE AND TO DISCUSS BEST APPROACH.
E. ALL SLABS AND CURBS TO BE TREATED WITH TOPICALLY APPLIED
VAPOR BARRIER BEFORE APPLICATION OF ANY FINISHES AND
FRAMING. TOPICALLY APPLIED VAPOR BARRIER TO BE APPLIED
TO TOPS AND INSIDE FACES OF CURBS WHERE CURBS OCCUR.
61
67
63
PERMIT SUBMITTAL 04 SEP 2018
BID ADDENDUM 01 1 01 OCT 2018
V63 ADDENDUM 11 12 JUL 2019
5
C
B
4.1
C.1
LIVING
DINING
CONC STEPS ON
GRADE, SCD &
SLD
DN
DN
UP 4' - 0"4R@7" MAX3T@11"= 2' - 9"9' - 1"4' - 0"4' - 0"
4' - 0"
3' - 0"7R@7" MAX6T@11"= 5' - 6"4' - 0"5R@7" MAX4T@11"= 3' - 8"CONC LANDING
ON GRADE, SSD
42"H GUARDRAIL
W/ 36"H HANDRAIL
WOOD FRAMED
STAIRS WITH FIRE
RETARDANT TREATED
WOOD DECKING
WOOD FRAMED
STAIRS WITH FIRE
RETARDANT
TREATED WOOD
DECKING
52
A6.1.2
A6.1.218
LEVEL 1
EL +0' -0"
A6.1.2
38
A6.1.1
60
A6.1.2
36
5R @ 7" MAX4R @ 7" MAX4' - 4 1/2"3T @ 11" = 2' - 9"13' - 1 1/4"4T @ 11" = 3' - 8"
3/4" SQUARE HOLLOW STEEL TUBING
1" SQUARE HOLLOW STEEL TUBING
ALUMINUM TOP RAIL
4" X 4" X 1/4" STEEL PLATE
WOOD STAIR FRAMING, SSD
1 1/2" DIA RAIL
METAL BRACKET,
ANCHORED
1 1/2" MIN.
TRAFFIC COATING
HEAVY TIMBER STRUCTURAL
COLUMN, SSD
ENCLOSE UNDERSIDE OF
STAIRS WITH NC FIBER CEMENT
SOFFIT PANELS, PTD
GRADE BEAM, SSD
FIRE RETARDANT TREATED
WOOD DECKING3' - 6"3' - 0"WOOD STAIR
FRAMING, SSD
FLR @ LANDING
ENCLOSE UNDERSIDE
OF STAIRS WITH NC
FIBER CEMENT SOFFIT
PANELS, PTD
FIRE RETARDANT
TREATED WOOD
DECKING
FIRE RETARDANT
TREATED WOOD
DECKING
STAIR FRAMING, SSD
FIN FLR
ENCLOSE UNDERSIDE OF
STAIRS WITH NC FIBER CEMENT
SOFFIT PANELS, PTD
WOOD STAIR FRAMING, SSD
GENERAL NOTE: ALL TREADS ON STAIRS
SHALL HAVE UNIFORM RISER
HEIGHTS AND TREADS DEPTHS
ENCLOSE UNDERSIDE OF
STAIRS WITH NC FIBER CEMENT
SOFFIT PANELS, PTD
FIRE RETARDANT
TREATED WOOD
DECKINGMAX7"MIN
11"
3 1/4"
1 1/2"
3 1/4"
3/4"
NOTE: ALL STEEL TUBING TO BE
HOT DIP GALVANIZED PRIOR TO
PAINTING. TOUCHUP ANY
DAMAGES PRIOR TO PAINTING.
NOTE: ALL STEEL TUBING TO BE
HOLLOW STEEL, PTD.
1 1/2"
4'-0" MAX
3' - 6"3' - 0"1 1/2"4" 2"
1 2
F
A117
4' - 1"4' - 2"
9R@7" MAX
8T@11"= 7' - 4"7' - 4 1/2"5' - 1"10R@7" MAX9T@11"= 8' - 3"A117
8' - 1"9' - 0"DN
WOOD FRAMED STAIRS
WITH FIRE RETARDANT
TREATED WOOD DECKING
42"H GUARDRAIL
W/ 36"H HANDRAIL F152
A6.1.2
A6.1.2
69
A6.1.2 67 9R @ 7" MAX4' - 2"8T @ 11" = 7' - 4"7' - 4 1/2"
A6.1.2
38
A6.1.1
60
A6.1.2
36
9T @ 11" = 8' - 3"5' - 1"7R @ 7" MAXA6.1.2
38
A6.1.2
36
SHEET NUMBER
SHEET TITLE
SEALS AND SIGNATURES
ISSUED FOR REV DATE
301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroup.com
Plot Date:SMITHGROUP PROJECT NUMBER
APN: 342-54-052
8/1/2019 7:40:09 PMSTAIR PLANS, SECTIONS,
& DETAILS
A6.1.2
21371.001AuthorTHE FORUM
SENIOR
COMMUNITY
UPDATE
VILLAS
23500 CRISTO REY DRIVE
CUPERTINO, CA 95014
SCALE:1/2" = 1'-0"24 VILLA 61 (SINGLE 2A) - EXTERIOR STAIR - PLAN
GENERAL SHEET NOTES
A. REFER TO THE A0.1 SERIES SHEETS FOR ARCHITECTURAL NOTES,
DRAWING, REFERENCE AND MATERIAL SYMBOLS, ABBREVIATIONS,
AS WELL AS DIMENSIONING CONVENTIONS USED ON THIS SHEET
B. REFER TO AND COORDINATE WITH STRUCTURAL, MECHANICAL,
PLUMBING, AND ELECTRICAL FOR ADDITIONAL INFORMATION NOT
SHOWN ON THIS SHEET
C. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH
D. ALL EDGES OF HANDRAILS SHALL BE EASED SO NO SHARP
CORNERS EXIST
SCALE:1/2" = 1'-0"56 VILLA 61 (SINGLE 2A) - EXTERIOR STAIR - SECTION
SCALE:1 1/2" = 1'-0"52 STAIR DETAIL - GUARDRAIL SECTION
SCALE:1 1/2" = 1'-0"34 STAIR DETAIL - INTERMEDIATE LANDING
SCALE:1 1/2" = 1'-0"38 STAIR DETAIL - TOP OF STAIR
SCALE:1 1/2" = 1'-0"36 STAIR DETAIL - TREAD/RISER
SCALE:1 1/2" = 1'-0"18 STAIR DETAIL - RAILING ELEVATION
SCALE:1/2" = 1'-0"72 VILLA 63 (SINGLE 3) - EXTERIOR STAIR - PLAN
SCALE:1/2" = 1'-0"69 VILLA 63 (SINGLE 3) - EXTERIOR STAIR - SECTION 1
SCALE:1/2" = 1'-0"67 VILLA 63 (SINGLE 3) - EXTERIOR STAIR - SECTION 2
ADDENDUM 01 - BC01 8 31 MAY 2019
V63 ADDENDUM 11 12 JUL 2019
11
JUNIPE
R
O
S
E
R
R
A
F
R
E
E
W
A
Y
C3.2
C3.1
C3.3
C3.4
C3.6
KEYMAP
SCALE: 1"=500'NO PARKINGNOPARKINGC3.4
SKILLED NURSING
FACILITY
VI
A
E
S
P
L
E
N
D
O
R
STO
N
E
H
A
V
E
N
D
R
I
V
E
BM
P
#
6
N 71482.1332
E 18650.9577
N 71505.5793
E 18673.0091
N 71495.1401
E 18605.7819
N 71510.0093
E 18647.5036
A88A
C6.1
N 71825.9683
E 18582.8479
SEREN
O
C
O
U
R
T
SER
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N
O
W
A
Y
VIA ESPL
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N
D
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SERE
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A
Y
BMP #4
N 70762.9865
E 19792.0111
MATCHL
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THE FORUM
SENIOR
COMMUNITY
UPDATE
SHEET NUMBER
PROJECT NUMBER
SHEET TITLE
SEALS AND SIGNATURES
ISSUED FOR REV DATE
Plot Date:301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroupjjr.com
VILLAS
SITE PLAN
C3.4
SERE
N
O
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A
Y
SEREN
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C4.2
C4.1.2
C4.3
C4.4
C4.6
KEYMAP
SCALE: 1"=500'
C4.4
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THE FORUM
SENIOR
COMMUNITY
UPDATE
SHEET NUMBER
PROJECT NUMBER
SHEET TITLE
SEALS AND SIGNATURES
ISSUED FOR REV DATE
Plot Date:301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroupjjr.com
MATCHLI
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VILLAS
GRADING PLAN
C4.4
JUNIPE
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C5.2, C5.11, C5.12
C5.1
C5.3 C5.4
KEYMAP
SCALE: 1"=500'
C5.4 FHC5.6
C5.20
VIA ESPLENDOR
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SERENO COURT
THE FORUM
SENIOR
COMMUNITY
UPDATE
SHEET NUMBER
PROJECT NUMBER
SHEET TITLE
SEALS AND SIGNATURES
ISSUED FOR REV DATE
Plot Date:301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroupjjr.com
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VILLAS
UTILITY PLAN
C5.4
Plot Date:ISSUE DATE:
23500 CRISTO REY DRIVE
CUPERTINO, CA 95014
650-265-2637
http://theforum-seniorliving.com
VOLUME I OF I
ISSUED FOR:
V63 ADDENDUM
301 BATTERY STREET
7TH FLOOR
SAN FRANCISCO, CA 94111
415.227.0100
www.smithgroup.com
APN: 342-54-052
8/1/2019 7:46:05 PMSG Project # 21371.001
THE FORUM SENIOR COMMUNITY UPDATE
23500 CRISTO REY DRIVE
CUPERTINO, CA 95014
12 JUL 2019
THE FORUM AT RANCHO SAN
ANTONIO
VILLAS
ALL RENDERINGS ARE INCLUDED TO CONVEY DIAGRAMMATIC GRAPHIC DESIGN INTENT
AND DO NOT NECESSARILY REFLECT DEVELOPMENT OF DOCUMENTATION DRAWINGS.
PROJECT SITEMOUNTAIN VIEWSUNNYVALENORTHSHEET NUMBERSHEET TITLEKEYPLANSEALS AND SIGNATURESISSUED FORREVDATE301 BATTERY STREET7TH FLOORSAN FRANCISCO, CA 94111415.227.0100www.smithgroup.comPlot Date:SMITHGROUP PROJECT NUMBERAPN: 342-54-0528/1/2019 8:03:22 PMSHEET INDEX, GENERALNOTES AND PROJECTINFORMATIONG0.1.021371.001AuthorTHE FORUMSENIORCOMMUNITYUPDATEVILLAS23500 CRISTO REY DRIVECUPERTINO, CA 95014PROJECT DESCRIPTIONTWENTY-THREE NEW PRIVATE RESIDENCES WITH ADJOINED COVERED PARKING AS PART OF AN EXISTING SENIOR LIVING COMMUNITY. THERE WILL BE 13 NON-AMBULATORY AND 10 AMBULATORY VILLAS. ALL NEW RESIDENCES WILL BE SINGLE STORY WITH THE EXCEPTION OF ONE TWO-STORY UNIT.DEFERRED APPROVALSDEFERRED ITEMS SHALL BE SUBMITTED TO THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING WITHOUT ANY CORRECTIONS. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THEIR DESIGN AND SUBMITTAL DOCUMENTS.1. FIRE SPRINKLER DESIGN2. FIRE ALARM SYSTEM3. PRE-FABRICATED TRUSSES4. ELEVATOR AT VILLA 645. ALUMINUM TRELLISES AT VILLAS 69, 70, 71, 72, & 73 APPLICABLE CODESCODE REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:CALIFORNIA CODE OF REGULATIONS, TITLE 19, PUBLIC SAFETYCALIFORNIA CODE OF REGULATIONS, TITLE 24PART 1 ADMINISTRATIVE CODE OF REGULATIONSPART 2 CALIFORNIA BUILDING CODE, 2016 EDITIONPART 2.5 CALIFORNIA RESIDENTIAL CODE, 2016 EDITIONPART 3 CALIFORNIA ELECTRICAL CODE, 2016 EDITIONPART 4 CALIFORNIA MECHANICAL CODE, 2016 EDITIONPART 5 CALIFORNIA PLUMBING CODE, 2016 EDITIONPART 6 CALIFORNIA ENERGY CODE, 2016 EDITIONPART 9 CALIFORNIA FIRE CODE, 2016 EDITIONPART 11 CALIFORNIA GREEN BUILDING STANDARDS CODE, 2016EDITION (MANDATORY MEASURES ONLY)PART 12 CALIFORNIA BUILDING STANDARDS CODE, 2016 EDITIONUNIFORM FEDERAL ACCESSIBILITY STANDARDSRULES AND REGULATIONS OF PRIVATE AND PUBLICUTILITIES ASME A17.1 SAFETY CODE FOR ELEVATORSAND ESCALATORS, WITH ADDENDA AND SUPPLEMENTCITY OF CUPERTINO MUNICIPAL CODE, AMENDMENTS TO THE 2016 CBCREFER TO CBC CHAPTER 35 FOR ADDITIONAL STANDARDSPROJECT ADDRESS23500 CRISTO REY DRIVECUPERTINO, CA 95014ASSESSOR'S INFORMATIONAPN - 342-54-052ZONINGP: INSTITUTIONALGENERAL PLAN DESIGNATIONQUASI-PUBLIC / INSTITUTIONALPROPOSED USEPRIVATE RESIDENCES AS PART OF A SENIOR LIVING COMMUNITYCONSTRUCTION TYPETYPE VAOCCUPANCY CLASSIFICATIONSR3.1 - ADULT CARE RESIDENCES (RCFE)U - ATTACHED PRIVATE GARAGESPROJECT SHALL CONFORM WITH CBC SECTION 435 BASED ON OCCUPANCY CLASSIFICATION R3.1FIRE PROTECTION PER CRC R335.5AUTOMATIC FIRE SPRINKLER AND FIRE ALARM SYSTEM THROUGHOUT IN FEMA FLOOD ZONENOT IN A FLOOD ZONESQUARE FOOTAGE OF PARCEL2,353,982 SFMAXIMUM ALLOWED BUILDING HEIGHT PER CBC TABLE 504.370 FEET ABOVE GRADE PLANEPROPOSED BUILDING HEIGHT MAXVILLAS RANGE BETWEEN APPROX. 15' - 0" TO ± 22' - 0"DESIGN HEIGHTS ARE PER PREVIOUS AGREEMENTS WITH THE CUPERTINOPLANNING DEPARTMENTMAXIMUM ALLOWED BUILDING SIZE PER CBC TABLE 504.4R3.1 ALLOWABLE HEIGHT 4 STORIESPROPOSED NUMBER OF STORIES2 STORIES, MAXMAXIMUM ALLOWED AREA SIZE PER CBC TABLE 506.2ALLOWABLE AREA PER FLOOR: UNLIMITEDPROPOSED BUILDING SIZER3.1: TYPICAL VILLA = ± 2,400 SFLARGEST VILLA = ± 3,289 SFREFER TO SITE PLAN SHEET A1.1.0 FOR VILLA SIZES AND LOCATIONSFIRE RESISTANCE REQUIREMENTS PER CBC TABLE 601:EXTERIOR BEARING WALLS = 1 HR RATINGINTERIOR BEARING WALLS = 1 HR RATING NON-BEARING WALLS = NO REQUIREMENTFLOOR CONSTRUCTION = 1 HR RATINGROOF CONSTRUCTION = 1 HR RATINGPARKING PROVIDED:EACH VILLA WILL PROVIDE AREA FOR 4 TOTAL AUTOMOBILE PARKINGWITHIN GARAGE = 2 PARKING SPACES DRIVEWAY = 2 PARKING SPACESMAXIMUM AREA OF EXTERIOR WALL OPENINGS IN R-3 OCCUPANCIES BASED ON FIRE SEPARATION DISTANCE WITH UNPROTECTED OPENINGS AND AUTOMATIC RESIDENTIAL FIRE SPRINKLER PROTECTION (PER CRC TABLE R302.1(2))0' TO <3' NO OPENINGS PERMITTED3' AND GREATER UNLIMITEDWILDLAND URBAN INTERFACEPROJECT IS LOCATED IN A WILDLAND URBAN INTERFACE (WUI) OF HIGH FIRESEVERITY; PROJECT TO COMPLY WITH CBC CHAPTER 7A / CRC SECTION 337R3.1 OCCUPANCY CLASSIFICATIONPROJECT SHALL CONFORM WITH CBC SECTION 435 BASED ON OCCUPANCY CLASSIFICATIONA. ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF ALL EFFECTIVE CODES, INCLUDING THOSE LISTED ON THIS SHEET.B. CONTRACTOR SHALL REVIEW ALL DOCUMENTS FOR CODE COMPLIANCE WITH ALL GOVERNING JURISDICTIONS PRIOR TO COMMENCING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING.C. ALL ASTM DESIGNATIONS SHALL COMPLY WITH THE MOST CURRENT DATES.D. PROJECT FIRE RATINGS: PER PROJECT INFORMATION THIS SHEET.E. ROOFING SYSTEMS SHALL BEAR A UL LISTING TYPE OF "CLASS A".F. GYPSUM WALLBOARD FIRE RATED ASSEMBLIES SHALL BE CONSTRUCTED PER CBC TABLE 720.1, UL LISTING, GA FILE NO. OR OTHER INDICATED ASSEMBLY STANDARD ON PARTITION TYPES.G. AN APPROVED SEISMIC GAS SHUT-OFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING CONTAINING THE GAS PIPING.H. ROOF DRAINS DISCHARGING WATER MUST BE CONDUCTED UNDERGROUND.I. THE ANCHORAGE OF MECHANICAL AND ELECTRICAL EQUIPMENT REQUIRED FOR LIFE-SAFETY SYSTEMS, INCLUDING FIRE PUMPS AND ELEVATOR DRIVE AND SUSPENSION SYSTEMS, SHALL BE DESIGNED IN ACCORDANCE WITH CBC 1604.8.J. WATER HEATERS AND OTHER SIMILAR EQUIPMENT SHALL BE RESTRAINED PERAPPROVED SEISMIC DETAIL.K. PROVIDE CODE REQUIRED THERMAL INSULATION AT ALL EXTERIOR WALLS, ROOFS AND RAISED FLOOR ASSEMBLIES AS INDICATED IN ASSEMBLIY TYPES.L. ALL EXPOSED FIBERGLASS INSULATION SHALL BE PROVIDED WITH A BACKING WITH A FLAME SPREAD RATING NOT GREATER THAN 25.M. PIPING AND DUCT PENETRATIONS AT PARTITION AND SHAFT WALLS SHALL BE PROVIDED WITH ACOUSTICAL AND/OR FIRE RATED SEALANT. DUCTED AND UNDUCTED PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL HAVE NECESSARY SMOKE DAMPERS PER CBC CHAPTER 7 AND FIRE DAMPERS PER CBC CHAPTER 7. PROVIDE THROUGH-OPENING PENETRATION STOPS PER CBC CHAPTER 7. PENETRATIONS IN ASSEMBLIES REQUIRING PROTECTED OPENINGS SHALL BE FIRESTOPPED PER CBC CHAPTER 7.N. SUSPENDED CEILING FRAMING SYSTEM SHALL BE LATERALLY SUPPORTED PER CBC CHAPTER 16.O. EGRESS DOORS SHALL COMPLY WITH CBC 1008.P. ALL STAIRWAYS SHALL BE CONSTRUCTED TO SUPPORT A LIVE LOAD OF 100 POUNDS PER SQUARE FOOT AND A CONCENTRATED LOAD OF 300 POUNDS.Q. ALL INTERIOR/EXTERIOR STAIRWAYS AND LANDINGS SHALL BE A MINIMUM OF 36" WIDE. THE LARGEST RISE OR RUN IN A FLIGHT OF STAIRS MAY NOT EXCEED THE SMALLEST BY 3/8". MINIMUM HEADROOM CLEARANCE AT STAIRS SHALL BE 6'-8" CLEAR MEASURED VERTICALLY FROM THE PLANE TANGENT TO THE TREAD NOSING TO THE SURFACE ABOVE.R. HANDRAILS SHALL BE CONSTRUCTED TO WITHSTAND AN APPLIED LOAD OF 50 POUNDS PER LINEAR FOOT APPLIED HORIZONTALLY AT RIGHT ANGLES TO THE TOP RAIL AND SUPPORT A 250 POUND CONCENTRATED LOAD.S. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, 4" HIGH MINIMUM AND WITH A MINIMUM STROKE OF .5" PER CBC SECTION 501.2.CODE COMPLIANCE & STANDARDSOWNERRANCHO SAN ANTONIO RETIREMENT HOUSING CORP.23500 CRISTO REY DRIVECUPERTINO, CA 95014CONTACT: NANCY KAOT: 650.944.0263OWNER'S REPRESENTATIVEGREENBRIER DEVELOPMENT3232 MCKINNEY AVENUE, SUITE 1160DALLAS, TX 75204CONTACT: PETER LINT: 214.979.2700ENTITLEMENTS MANAGEMENTTHE MORLEY BROTHERS405 ALBERTO WAY, SUITE 3LOS GATOS, CA 95032CONTACT: ERIC MORLEYT: 408.458.4400GENERAL CONTRACTORQUIRING GENERAL LLC5118 EAST CLINTON WAY, SUITE 201FRESNO, CA 93727CONTACT: JIM KENNEDYT: 559.352.9384 ARCHITECTSMITHGROUP301 BATTERY STREET, 7TH FLOORSAN FRANCISCO, CA 94111CONTACT: KATHRYN DUNNT: 415.365.3445 A. THE FOLLOWING PROJECT GENERAL NOTES APPLY TO THE ENTIRE DRAWING SET AND ARE NOT SPECIFIC TO ANY ONE DISCIPLINE, UNLESS OTHERWISE NOTED:B. THE CONSTRUCTION DOCUMENTS (DRAWING SET AND SPECIFICATIONS) ARE COMPLEMENTARY AND ESTABLISH DETAILED MINIMUM REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF THE PROJECT.C. THIS SET OF DRAWINGS, WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE INDEX OF DRAWINGS. THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO DRAWINGS OF ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE. DO NOT DISTRIBUTE OR UTILIZE PARTIAL SETS OF DRAWINGS.D. COLUMN GRID LINES IDENTIFIED BY A LETTER DESIGNATION ARE PARALLEL, UNLESS OTHERWISE NOTED. COLUMN GRID LINES IDENTIFIED BY A NUMBER DESIGNATION ARE PARALLEL AND ARE PERPENDICULAR TO THOSE WITH LETTER DESIGNATIONS, UNLESS OTHERWISE NOTED.E. DISCIPLINE GENERAL NOTES, SYMBOLS AND DEFINITIONS APPLICABLE TO EACH DISCIPLINE'S DRAWINGS MAY BE FOUND AT THE FRONT OF EACH DISCIPLINE'S PORTION OF THE DRAWING SET AND ARE LISTED AS PART OF THE OVERALL PROJECT SHEET INDEX.F. THE 'ARCHITECTURAL' SERIES DRAWINGS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND LOCATION OF ALL EXPOSED ELEMENTS OF THE WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINESG. THE DRAWINGS MAY MAKE REFERENCE TO AND/OR ILLUSTRATE ITEMS WHICH ARE NOT PART OF THE WORK OF THE CONTRACT. THESE "NOT IN CONTRACT" ITEMS AS INDICATED ARE REFERENCED AND/OR ILLUSTRATED FOR REFERENCE, INFORMATION AND COORDINATION ONLY.H. EXISTING CONDITIONS, IF SHOWN, ARE FROM AVAILABLE RECORD DRAWINGS AND OR VISUAL FIELD SURVEYS. THE CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR TO SUBMITTING A BID, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIESI. TAKE PRECAUTIONS TO MAINTAIN AND PROTECT NEW WORK AS WELL AS EXISTING SYSTEMS AND ELEMENTS, IF ANY, WHICH ARE TO REMAIN. ANY DAMAGE TO SUCH SYSTEMS AND ELEMENTS SHALL BE IMMEDIATELY REPAIRED IN A MANNER ACCEPTABLE TO THE ARCHITECT. IF SATISFACTORY REPAIRS CANNOT BE MADE, REPLACE SYSTEMS AND ELEMENTS WITH "LIKE NEW" QUALITY ACCEPTABLE TO THE ARCHITECT. ALL REPAIRS AND REPLACEMENT COST SHALL BE THE FINANCIAL RESPONSIBILITY OF THE RESPONSIBLE PARTY.J. ALL PARTS OF THE WORK, INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC., MUST COMPLY WITH THE REQUIREMENTS OF THE GOVERNING CODES AND REGULATIONS OF ALL FEDERAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER K. IDENTIFY AND NOTIFY THE ARCHITECT/ENGINEER OF CONFLICTS BETWEEN THE WORK OF DIFFERENT PARTIES DISCIPLINES AT THE EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT/ENGINEER AND OWNER.L. REVIEW AND COORDINATE THE WORK OF ALL SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT BEFORE COMMENCING CONSTRUCTION, AND ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.GENERAL DRAWING NOTESTHE VILLAS IN THE PROPOSED PROJECT ARE RESIDENTIAL IN NATURE AND ARE DESIGNED AS PRIVATE RESIDENCES. PER CBC 310.5, THE VILLAS QUALIFY AS RESIDENTIAL GROUP R-3 ADULT CARE SINGLE FAMILY HOMES AND ARE PERMITTED TO COMPLY WITH THE CALIFORNIA RESIDENTIAL CODE.ALL RESIDENTIAL UNITS HAVE ACCESSIBLE PATHS FROM THE FRONT ENTRY OF THE VILLA RESIDENCE TO THE PUBLIC RIGHT OF WAY NEAREST EACH RESPECTIVE RESIDENCE. RESIDENCES TYPICALLY HAVE ONE EXIT AT THE MAIN FRONT ENTRY. ADDITIONALLY, A SECOND EXIT DIRECTLY FROM THE MASTER BEDROOM HAS BEEN PROVIDED AT VILLAS 61-68, 76 AND 77 FOR POTENTIALLY MOBILITY-IMPAIRED RESIDENTS.151 to 200 6PER TABLE 11B-208.2: PARKING SPACESTOTAL NUMBER OF PARKINGSPACES PROVIDED IN PARKINGFACILITYMINIMUM NUMBER OF REQUIREDACCESSIBLE PARKING SPACESCALIFORNIA BUILDING CODE, TITLE 24 PART 2, VOLUME 1, 2016** ACCESSIBLE PARKING STALLS TO BE ADDED MEET THE FOLLOWING CODE REQUIREMENTS:TOTAL STALLS REQUIRED: 76INDEPENDENT LIVING (IL) VILLAS: DUPLEXUNITSSANITARIUMS &REST HOMESBQ3/DU (1 1/2ENCLOSED + 1 1/2OPEN)(9 DU) x (3) =27 STALLSREQUIREDINDEPENDENT LIVING (IL) VILLAS: SINGLEUNITSSANITARIUMS &REST HOMESBQ4/DU (2 GARAGE +2 OPEN)(7 DU) x (4) =28 STALLSREQUIREDSKILLED NURSING FACILITY (SNF),MEMORY CARE (MC) BUILDING,ASSISTED LIVING (AL) RENOVATION,COMMONS BUILDING, MULTIPURPOSE ROOM& FITNESS ADDITIONSANITARIUMS &REST HOMESBQ1/DOCTOR +1/3 EMPLOYEES +1/6 BEDS(1) + (42EMPLOYEES / 3) +(36 BEDS / 6) =21 STALLSREQUIREDMASTER PLAN COMPONENT LAND USE ZONES PARKING RATIOPARKING STALLREQUIREDNOTE: FOR THE PURPOSES OF DETERMINING REQUIRED PARKING STALLS, INDEPENDENT LIVING (IL) VILLACALCULATIONS USE SINGLE-FAMILY AND DUPLEX RATIOS.CUPERTINO, CA MUNICIPAL CODE - TABLE 19.124.040(A)* NET PARKING STALLS TO BE ADDED MEET THE FOLLOWING CODE REQUIREMENTS:TOTAL STALLS: 553 53 182 129ACCESSIBLE STALLS24 7 136**UNI-SIZE STALLS52946169 123*PARKING STALLSEXISTINGPARKING STALLSTO BE REMOVEDPARKING STALLSTO BE ADDEDNET PARKINGSTALLS TO BEADDEDADDITIONAL PARKINGTOTAL STAFF: 42ADDED STAFFADDITIONAL STAFFTOTAL BEDS:10636 23 VILLA BUILDINGS - NEW CONSTRUCTIONN/A N/A FUTURE COMMONS BUILDING, MULTIPURPOSE ROOM ADDITION & FITNESS RENOVATION AND ADDITIONN/A N/A FUTURE INDEPENDENT LIVING (IL) VILLAS** N/A N/A FUTURE MEMORY CARE (MC) BUILDING 18 26 FUTURE ASSISTED LIVING (AL) RENOVATION 40 0 FUTURE SKILLED NURSING FACILITY (SNF) RENOVATION 48 10MASTER PLAN COMPONENTEXISTING ADDEDADDITIONAL BEDSPROJECT INFORMATIONPLANNING INFORMATION9 FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILINGASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECKABOVE OR TO THE FIRE-RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE,AND SHALL BE SECURELY ATTACHED THERETO10 SMOKE BARRIERS SHALL FORM AN EFFECTIVE MEMBRANE CONTINUOUS FROM OUTSIDE WALL TOOUTSIDE WALL AND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOWTO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, DECK OR SLAB ABOVE, INCLUDINGCONTINUITY THROUGH CONCEALED SPACES.11 WHEN FIRE APPARATUS ACCESS ROADS OR A WATER SUPPLY FOR FIRE PROTECTION ISREQUIRED TO BE INSTALLED, SUCH PROTECTION SHALL BE INSTALLED AND MADE SERVICEABLEPRIOR TO AND DURING THE TIME OF CONSTRUCTION EXCEPT WHEN APPROVED ALTERNATIVEMETHODS OF PROTECTION ARE PROVIDED. TEMPORARY STREET SIGNS SHALL BE INSTALLED ATEACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BYVEHICLES IN ACCORDANCE WITH SECTION 505.2 CFC SEC. 501.412 ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7.13 VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN ACCORDANCE WITH CBCSECTION 907.5.2.3.1 THROUGH 907.5.2.3.414 PROTECTIVE SOCIAL CARE FACILITIES WHICH HOUSE PERSONS WHO ARE HEARING IMPAIRED,SHALL BE PROVIDED WITH NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED INSTALLED INACCORDANCE WITH NFPA 72 AND WHICH SHALL ACTIVATED UPON INITIATION OF THE FIRE ALARMSYSTEM OR THE SMOKE ALARMS.1 INTERIOR WALL & CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX RATING OF NO MORETHAN CLASS B AT VERTICAL EXITS & EXIT PASSAGEWAYS AND EXIT ACCESS CORRIDORS ANDOTHER EXITWAYS.2 INTERIOR WALL & CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX RATING OF NO MORETHAN CLASS B AT ROOMS AND ENCLOSED SPACES.3 ALL MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME SPREAD RATINGINDEX NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50.4 FIRE EXTINGUISHERS SHALL BE LOCATED SUCH THAT A MAXIMUM TRAVEL DISTANCE OF 75' SHALLNOT BE EXCEDED (WHERE REQUIRED BY CODE)5 LEVEL / AREA MAIN OCCUPANCY EXIT SIGN LOCATIONS MAY NOT BE SHOWN. REFERENCEELECTRICAL SHEETS FOR ALL EXIT SIGN LOCATIONS.6 FIRE RESISTIVE ASSEMBLY DETAILS, IF APPLICABLE, ARE LOCATED ELSEWHERE IN THIS DRAWINGSET PER THE SHEET INDEX.7 ADDITIONAL DETAILED REQUIREMENTS MAY APPLY TO THE CONSTRUCTION OF PARTITIONS ANDOR OTHER FIRE-RELATED SAFETY REQUIREMENTS. REFER TO THE DRAWINGS OF EACHDISCIPLINE AND THE SPECIFICATIONS FOR THESE REQUIREMENTS.8 FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILINGASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECKABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE BARRIERS SHALL BECONTINUOUS THROUGH CONCEALED SPACES.ELECTRICALWECKWORTH ELECTRICAL GROUP1261 HAWKS FLIGHT COURT, SUITE AEL DORADO HILLS, CA 95762CONTACT: ROD WECKWORTHT: 916.804.9008PLUMBINGCOASTAL PLUMBING837 EL CAMINO REAL NORTHSALINAS, CA 93907CONTACT: DAVE HOLMANT: 559.351.3360FIRE ALARMCONTROL FIRE INC50 WOODSIDE PLAZA #124REDWOOD CITY, CA 94061CONTACT: JASON LEAKET: 650.222.1149ACOUSTICAL DESIGNCHARLES M. SALTER ASSOCIATES, INC.130 SUTTER STREET, FLOOR 5SAN FRANCISCO, CA 94104CONTACT: VALERIE SMITHT: 415.397.0442SPECIAL INSPECTIONS AGENCYAPPLIED MATERIALS & ENGINEERING, INC.980 41stSTREETOAKLAND, CA 94608T: 510.420.8190PROJECT DIRECTORYFIRE AND LIFE SAFETY GENERAL NOTESGENERAL ACCESSIBILITYVICINITY MAPPERMIT SUBMITTAL 04 SEP 2018PERMIT SUBMITTAL - BC01 2 05 NOV 2018CONSTRUCTABILITY REVISIONS 3 22 JAN 2019PERMIT SUBMITTAL - BC02 4 22 JAN 2019PERMIT SUBMITTAL - BC03 5 26 FEB 2019ADDENDUM 01 6 22 APR 2019ADDENDUM 01 - BC01 8 31 MAY 2019V63 ADDENDUM 11 12 JUL 2019ADDENDUM 01 - BC02 12 10 JUL 2019TOTAL54711V83 1722 602 2324V82 1722 602 2324V81 1722 602 2324V80 1722 602 2324V79 1722 602 2324V78 1722 602 2324V77 1722 602 2324V76 1722 602 2324V75 1722 602 2324V74 1722 602 2324V73 1723 584 2307V72 1723 584 2307V71 1723 584 2307V70 1723 584 2307V69 1723 584 2307V68 1723 584 2307V67 1673 632 2305V66 1723 584 2307V65 1750 632 2382V64 2655 634 3289V63 21589 2734V62 1723 584 2307V61 1673 632 2305VILLANUMBERCONDITIONEDAREAUNCONDITINED AREA(GARAGE)TOTALPROPOSED BUILDING SIZEINTERIOR DESIGNERINTERIOR DESIGN ASSOCIATES618 CHURCH STREET, SUITE 400NASHVILLE, TN 37219CONTACT: JENNIFER GLASST: 615.320.7550CIVIL ENGINEERBKF ENGINEERS1646 NORTH CALIFORNIA BOULEVARD, SUITE 400WALNUT CREEK, CA 94596CONTACT: ERIC SWANSONT: 925.940.2200LANDSCAPE ARCHITECTRHAA LANDSCAPE ARCHITECTURE + PLANNING225 MILLER AVENUEMILL VALLEY, CA 94941CONTACT: MEGHAN STORMT: 415.383.7900STRUCTURAL ENGINEERFORELL/ELSESSER ENGINEERS, INC.160 PINE STREET, 6TH FLOORSAN FRANCISCO, CA 94111CONTACT: ALLEN NUDELT: 415.837.0700MECHANICALJOHNSON AIR605 N. HALIFAXCLOVIS, CA 93611CONTACT: RYAN CALVERTT: 559.650.20001111ED UNDERCIVIL (FOR REFERENCE ONLY, ALL REVISIONSCIVIL (FOR REFERENCE ONLY, ALL REVISIONS WILL BE SUBMITTSEPARTATE PERMIT B-2018-1756)C3.4 SITE PLANC4.4 GRADING PLANC5.4 UTILITY PLANA3.1.6 REFLECTED CEILING PLAN - VILLA 63A4.1.6 EXTERIOR ELEVATIONS - VILLA 63A4.2.2 BUILDING SECTIONS - VILLAS 61, 63, & 67A6.1.2 STAIR PLANS, SECTIONS, & DETAILSA2.2.6 ROOF PLAN - VILLA 63A2.1.6 FLOOR PLAN - VILLA 63A1.1.0 SITE PLAN - PROPOSEDARCHITECTURALS WILL BE SUBMITTED UNDERGENERALG0.0.0 COVER SHEETG0.1.0 SHEET INDEX, GENERAL NOTES AND PROJECT INFORMATIONSHEET INDEX