Att 4 - Project Plans — San Mateo City Council, February 20, 2024

June 23, 2023
477 9TH AVE

MIXED-USE DEVELOPMENT

THE PROPOSED PROJECT CONSISTS OF DEMOLITION OF AN
APPROXIMATELY 21,600 SQUARE FOOT, SINGLE-STORY OFFICE

BUILDING AND SURFACE PARKING THAT WAS CONSTRUCTED IN THE EARLY-1980'S. THE 1.6-ACRE SITE WOULD BE REDEVELOPED WITH 120 RENTAL DWELLING UNITS (80 UNITS ALLOWED BY ZONING AND 40 “BONUS” UNITS AUTHORIZED BY THE DENSITY BONUS LAW)
CONSTRUCTED OVER APPROXIMATELY 27,076 SQUARE FEET OF
OFFICE USES WITHIN A FIVE-STORY, 53'-6"-FOOT TALL BUILDING. THE

PROJECT WOULD ALSO INCLUDE A NUMBER OF RESIDENTIAL
AMENITIES AND OPEN SPACES, INCLUDING AN APPROXIMATELY 1,800 SQUARE FOOT FITNESS CENTER FOR RESIDENTS, A 2,651 SQUARE FOOT LOUNGE AREA, A 760 SQUARE FOOT RESIDENCE “CLUB AREA,” AS WELL AS A 649 SQUARE FOOT ROOF DECK AND 8,944 SQUARE FOOT CENTRAL COURTYARD COMMON AREA. THE BUILDING WOULD
INCLUDE A 2,548 SQUARE FOOT LOBBY/LEASING OFFICE AREA. THE PROJECT WOULD PROVIDE 141 VEHICLE PARKING SPACES IN AN
ABOVE-GROUND GARAGE AND 9 SURFACE PARKING SPACES, FOR A TOTAL OF 150 VEHICLE PARKING SPACES; AND 132 LONG-TERM
BICYCLE PARKING SPACES IN A SECURE AREA AND 12 SHORT-TERM BICYCLE PARKING SPACES. PROJECT WILL HAVE 12 TOTAL BMR UNITS.

APPLICANT/ OWNER:

THE MARTIN GROUP
1970 BROADWAY SUITE 745
OAKLAND, CA 94612
CONTACT:

STEPHEN SIRI
[email protected]
(415) 429-6044
ARCHITECT:

BDE ARCHITECTURE
950 HOWARD STREET
SAN FRANCISCO, CA 94103
CONTACT:

JON ENNIS
[email protected]
(415) 967-6807

LANDSCAPE ARCHITECT

GUZZARDO PARTNERSHIP
181 GREENWICH ST
SAN FRANCISCO, CA 94111
CONTACT:

MARCO LEI
[email protected]
CIVIL
SANDIS
636 9TH ST
OAKLAND, CA 94607
CONTACT:

NATHAN ALLEN
[email protected]
ARBORIST:

HORTSCIENCE | BARTLETT
CONTACT:

DARYA BARAR
[email protected]
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

SAN MATEO, CA
AP0.01
June 23, 2023

PROJECT INFORMATION
477 9TH AVE
3PROJECT SUMMARY
2PROJECT TEAM4SITE MAP
5PERSPECTIVE
AP0.01 P ROJECT INFORMATION
AP0.02 PROJECT DATA SUMMARY
AP0.03 CODE ANALYSIS
AP0.04 EXISTING CONDITIONS
AP0.05 PERSPECTIVE
AP0.06 PERSPECTIVE
AP0.07 PERSPECTIVE
AP0.08 PERSPECTIVE
AP0.11 EGRESS DIAGRAM - FLOOR 1
AP0.12 EGRESS DIAGRAM - FLOOR 2
AP0.13 EGRESS DIAGRAM - FLOOR 3
AP0.14 EGRESS DIAGRAM - FLOOR 4
AP0.15 EGRESS DIAGRAM - FLOOR 5
AP0.20 EXTERIOR LIGHTING PLAN
AP0.30 SHADOW STUDIES
AP0.31 FAR DIAGRAM - FLOOR 1
AP0.32 FAR DIAGRAM - FLOOR 2
AP0.33 FAR DIAGRAM - FLOOR 3
AP0.34 FAR DIAGRAM - FLOOR 4
AP0.35 FAR DIAGRAM - FLOOR 5
AP0.36 ALLOWABLE AREA CALCULATIONS
AP0.37 ALLOWABLE AREA - FLOOR 1
AP0.38 ALLOWABLE AREA - FLOOR 2
AP0.39 ALLOWABLE AREA - FLOOR 3
AP0.40 ALLOWABLE OPENING CALCULATIONS
AP0.42 OPEN SPACE DIAGRAM
AP1.00 SITE PLAN
AP2.01 FLOOR 1 - PLAN
AP2.02 FLOOR 2 - PLAN
AP2.03 FLOOR 3 - PLAN
AP2.04 FLOOR 4 - PLAN
AP2.05 FLOOR 5 - PLAN
AP2.06 ROOF - PLAN
AP3.00 BUILDING ELEVATIONS
AP3.01 BUILDING ELEVATIONS
AP3.10 MATERIAL BOARD
AP3.20 BUILDING SECTIONS
AP3.21 WALL SECTIONS
AP4.0 UNIT PLANS
AP4.1 UNIT PLANS
AP4.2 UNIT PLANS
L-1.1 - L-7.1 LANDSCAPE SHEETS
C-0 - C-8.1 CIVIL SHEETS
TR0.1 - TR2.0 TRASH MANAGEMENT
SHEET INDEX 1

THE PROPOSED PROJECT CONSISTS OF DEMOLITION OF AN
APPROXIMATELY 21,600 SQUARE FOOT, SINGLE-STORY OFFICE

PROJECT WOULD ALSO INCLUDE A NUMBER OF RESIDENTIAL
AMENITIES AND OPEN SPACES, INCLUDING AN APPROXIMATELY 1,765 SQUARE FOOT FITNESS CENTER FOR RESIDENTS, A 2,639 SQUARE FOOT LOUNGE AREA, A 760 SQUARE FOOT RESIDENCE “CLUB AREA,” AS WELL AS A 649 SQUARE FOOT ROOF DECK AND 8,944 SQUARE FOOT CENTRAL COURTYARD COMMON AREA. THE BUILDING WOULD
INCLUDE A 3,262 SQUARE FOOT LOBBY/LEASING OFFICE AREA. THE PROJECT WOULD PROVIDE 141 VEHICLE PARKING SPACES IN AN
ABOVE-GROUND GARAGE AND 9 SURFACE PARKING SPACES, FOR A TOTAL OF 150 VEHICLE PARKING SPACES; AND 132 LONG-TERM
BICYCLE PARKING SPACES IN A SECURE AREA AND 12 SHORT-TERM BICYCLE PARKING SPACES. PROJECT WILL HAVE 12 TOTAL BMR UNITS.

AP0.02
June 23, 2023

PROJECT DATA SUMMARY
477 9TH AVE
75 50%
MAXIMUM BUILDING HEIGHT: 55'-0" TO AVERAGE ROOF HEIGHT
OCCUPANCY GROUPS:

RESIDENTIAL R-2
STORAGE (GARAGE) S-2
ASSEMBLY (REAR YARD) A-3

OFFICE SPACE B
CONSTRUCTION TYPE:

R-2 TYPE VA, FULLY SPINKLERED
S-2 TYPE IA, FULLY SPINKLERED
THE BUILDING SHALL COMPLY WITH THE 2022 CFC SECTION 510 FOR ERRC COVERAGE.

ALLOWABLE GROSS FLOOR AREA / HEIGHTS / CONSTRUCTION TYPES BASE ALLOWABLE AREA PER FLOOR PER CBC TABLE 503 FOR TYPE I-A:

S-2 UNLIMITED S.F.

R-2 UNLIMITED S.F.

A-3 UNLIMITED S.F.

BASE ALLOWABLE HEIGHT & STORIES PER CBC TABLE 503 FOR TYPE I-A:

S-2 UNLIMITED S.F.

R-2 UNLIMITED S.F.

A-3 UNLIMITED S.F.

BASE ALLOWABLE AREA PER FLOOR PER CBC TABLE 503 FOR TYPE V-A:

R-2 12,000 S.F.

BASE ALLOWABLE HEIGHT & STORIES PER CBC TABLE 503 FOR TYPE V-A:

R-2 55 FEET / 3 STORIES
R-2 60 FEET / 4 STORIES W/ AUTOMATIC SPRINKLER SYSTEM
FIRE-RESISTANCE RATING REQUIREMENTS:
3 HOUR HORIZONTAL SEPARATION BETWEEN TYPE I-A & TYPE V-A REQUIREMENTS PER SECTION 510.2 HORIZONTAL

BUILDING SEPARATION ALLOWANCE
FOR TYPE I-A CONSTRUCTION: FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601:

STRUCTURAL FRAME 3-HR REDUCE TO 2-HR FOR ROOF SUPPORT
EXTERIOR BEARING WALLS 3-HR
INTERIOR BEARING WALLS 3-HR REDUCE TO 2-HR FOR ROOF SUPPORT INT. NONBEARING WALLS 0-HR
FLOOR CONSTRUCTION 2-HR
ROOF CONSTRUCTION 1 1/2-HR
TYPE V-A CONSTRUCTION: FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601:

STRUCTURAL FRAME 1 HR.

EXTERIOR BEARING WALLS 1 HR.

INTERIOR BEARING WALLS 1 HR.

EXTERIOR NONBEARING WALLS & PARTITIONS SEE BELOW
INTERIOR NONBEARING WALLS & PARTITIONS 0 HR.

FLOOR CONSTRUCTION (BEAMS & JOISTS) 1 HR.

ROOF CONSTRUCTION (BEAMS & JOISTS) 1 HR.

SHAFT / STAIRWAY ENCLOSURES 2 HR.

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE FOR TYPE I-A, III-A AND V-A CONSTRUCTION AND OCCUPANCY PER TABLE 602:

FIRE SEP. DIST. OCCUPANCIES: GROUP A, M, R-2 & S-2 X < 5 1 HR.
5 ≤ X < 10 1 HR.
10 ≤ X < 30 1 HR.

X ≥ 30 0 HR.

ACCESSIBILITY
100% OF UNITS SHALL BE ADAPTABLE, PER CBC 2022 CHAPTER 11A ALL COMMON USE AREAS SHALL BE ACCESSIBLE PER CBC 2022 CHAPTER 11A ALL PUBLIC AREAS & OFFICE SPACE SHALL BE ACCESSIBLE PER CBC 2022 CHAPTER 11B ENERGY

PROPOSED MIXED USE MULTIFAMILY RESIDENTIAL AND NON- RESIDENTIAL BUILDING WILL BE ALL-ELECTRIC PER THE CITY’S REACH CODE.
2022 CALIFORNIA BUILDING CODE & AMENDMENTS (CBC)
2022 CALIFORNIA MECHANICAL CODE & AMENDMENTS (CMC)
2022 CALIFORNIA PLUMBING CODE & AMENDMENTS (CPC)
2022 CALIFORNIA ELECTRICAL CODE & AMENDMENTS (CEC)
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA FIRE CODE & AMENDMENTS (CFC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
2022 CALIFORNIA BUILDING CODE CHAPTER 11A
2022 CALIFORNIA BUILDING CODE CHAPTER 11B
2016 NFPA 13
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

AP0.03
June 23, 2023

CODE ANALYSIS
477 9TH AVE
12" = 1'-0"
1PROJECT SUMMARY
12" = 1'-0"
2APPLICABLE CODES
11 3
12 13
14 4
6 7
8 9
10 5
1 2

PROJECT LOCATION
3 4
5 6
7 8
9 10
11 12
13 14 2 1
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

AP0.04
June 23, 2023

EXISTING CONDITIONS
477 9TH AVE
12" = 1'-0"
1SITE MAP
1/4" = 1'-0"
2SITE CONTEXT
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

SAN MATEO, CA
AP0.05
June 23, 2023

PERSPECTIVE
477 9TH AVE
EAST ON 9TH AVE
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

AP0.06
June 23, 2023

PERSPECTIVE
477 9TH AVE

NORTH ON CLAREMONT AVE
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

AP0.07
June 23, 2023

PERSPECTIVE
477 9TH AVE

SOUTH ON CLAREMONT ST

AP0.08
June 23, 2023

PERSPECTIVE
477 9TH AVE

NORTH ON RAILROAD

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COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
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?
12,024 SF
OFFICE 1

FIRE PUMP
ROOM

TRANSFORMER
VAULT

ELECTRICAL
ROOM 1?
?

ELECTRICAL
ROOM 2

TRANSFORMER
VAULT 2

CONFRENCE
ROOM

LONG TERM
BIKE STORAGE 2
FIRE

EQUIPMENT
ROOM

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
NET
81 12,024 SF
B
OFFICE 1
150

PRIMARY USE
2 3

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
NET
73 14,548 SF
S-2

OFFICE PARKING
200

PRIMARY USE
2 3PARKING
GARAGE 54
STALLS
28 RESIDENTIAL
STALLS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
NET
54 803 SF
R-2

LOBBY/ LEASING
15 PRIMARY USE
2 2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
NET
55 10,918 SF
S-2

RESIDENTIAL PARKING
200

PRIMARY USE
2 2

EGRESS PATHS

TO PUBLIC WAY

BIKE STORAGE

PATH TO MAIN
ENTRANCE - 126'-0"

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5 GROSS
2 346 SF
R-2

MAIL/ PACKAGING
200

ACCESSORY USE

BOILER ROOM
[1/3 PARKING RESIDENTIAL GARAGE OD] = 56'-7"
[PARKING RESIDENTIAL GARAGE OD] 169'-9"
[DBE] = 119' - 9"
[1/3 OFFICE 2 OD] = 81'-8"
[OFFICE 2 OD] 245'-0"
2828
44 95
51 67
2727
50 68 160
45 125
33 160
88 2828
50 2 2 22 22
11 11
22 22 11
160
11 OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT DOOR CLEAR WIDTH PROVIDED
95 OCC X 19"

EXIT DISCHARGE
32" MIN.
39 1/2"

0.2 95

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT DOOR CLEAR WIDTH PROVIDED
120 OCC X 24"

EXIT DISCHARGE
32" MIN.
39 1/2"

0.2 120

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT DOOR CLEAR WIDTH PROVIDED
152 OCC X 30.4"

EXIT DISCHARGE
32" MIN.
39 1/2"

0.2 152

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS
32"
48"160 OCC X
160 OCC X
STAIR 2
32" MIN.
44" MIN.

0.2 0.3
160
33 1/2"
48"

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT DOOR CLEAR WIDTH PROVIDED
68 OCC X 13.6"

EXIT DISCHARGE
32" MIN.
33 1/2"

0.2 68

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT DOOR CLEAR WIDTH PROVIDED
27 OCC X 5.4"

EXIT DISCHARGE
32" MIN.
33 1/2"

0.2 27OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS

8.8"

13.2"44 OCC X
44 OCC X
STAIR 3
32" MIN.
44" MIN.

0.2 0.3
44 33 1/2"
44"

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT DOOR CLEAR WIDTH PROVIDED
28 OCC X 5.6"

EXIT DISCHARGE
32" MIN.
33 1/2"

0.2 28OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT DOOR CLEAR WIDTH PROVIDED
28 OCC X 5.6"

EXIT DISCHARGE
32" MIN.
39 1/2"

0.2 28

LONG TERM
BIKE STORAGE 3
15,329 SF
22 11
[DBE
] = 199
'-11
"
[1/3
PA
RKING
OF
FIC
E GA
RAG
E OD] =
77'-9 3/4"
[PA

RKING OFF

ICE GARA
GE OD] 233'-9 5/8"
11 11 11
11 22
77 11
11 TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.11
June 23, 2023
EGRESS DIAGRAM - FLOOR 1
477 9TH AVE
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COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
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RESIDENT

PARKING
GARAGE
13,468 SF
OFFICE 2

FITNESS
ELEV 1
178'-2"

EGRESS PATH

FOR CPET
2-HOUR FIRE BARRIER
[1/3 PARKING GARAGE OD] = 83'-3"
[PARKING GARAGE OD] 249'-9"
[DBE] = 176' - 1"
[DBE] = 207' - 0"
[1/3 OFFICE 2 OD] = 92'-11"
[OFFICE 2 OD] 278'-9"
44 44
2929
125
7777
77 11

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
156
31,026 SF
S-2

RESIDENT PARKING GARAGE
200

PRIMARY USE
2 2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5 GROSS
23 1,133 SF
A-3

FITNESS
50 PRIMARY USE

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS
25"

37.5"125 OCC X
125 OCC X
STAIR 1
32" MIN.
44" MIN.

0.2 0.3
125
33 1/2"
48"

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS

8.8"

13.2"44 OCC X
44 OCC X
STAIR 4
32" MIN.
44" MIN.

0.2 0.3
44 33 1/2"
44"

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS

15.4"

23.1"77 OCC X
77 OCC X
STAIR 2
32" MIN.
44" MIN.

0.2 0.3
77 33 1/2"
48"

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5 GROSS
?
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?

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS

8.8"

13.2"44 OCC X
44 OCC X
STAIR 3
32" MIN.
44" MIN.

0.2 0.3
44 33 1/2"
44" OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
90 13,468 SF
B
OFFICE 2
150

ACCESSORY USE
2 2
4' WIDE STAIR4' WIDE STAIR
4'-0" 4'-0"
TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.12
June 23, 2023
EGRESS DIAGRAM - FLOOR 2
477 9TH AVE
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32" x 60"
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◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
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◆◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
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◆◆ ◆◆ ◆◆◆◆ ◆◆◆◆ ◆◆ ◆◆
◆◆ ◆◆
32" x 60"
R
30"X" 0 3 " 8 4
REF
33"X
30" 48"
32" x 60"
X30" 48"
32" x 60"
X 30" 48"
◆ ◆

RESIDENTIAL

EXITING AREA

EASTRESIDENTIAL

EXITING AREA -
WEST
?

COURTYARD
2-HR HORIZONTAL EXIT
2-HR FIRE WALL

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
92 18,248 SF
R-2

RESIDENTIAL EXITING AREA - WEST
200

PRIMARY USE
2 2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
106
1,587 SF
R-2 ACC.

LOUNGE
15 ACCESSORY USE
2 2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
205
3,067 SF
A-3

COURTYARD
15 OUTDOOR USE
2 2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
99 19,757 SF
R-2

RESIDENTIAL EXITING AREA EAST
200

PRIMARY USE
2 3

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS
32"
48"160 OCC X
160 OCC X
STAIR 1
32" MIN.
44" MIN.

0.2 0.3
160
33 1/2"
48"

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS
32"
48"160 OCC X
160 OCC X
STAIR 2
32" MIN.
44" MIN.

0.2 0.3
160
33 1/2"
48"
[1/3 RES
IDE
NT
IAL

EXITING ARE
A 1 OD
] = 52'-2"
[RES
IDE
NT
IAL

EXITING ARE
A 1 OD]
216' - 4"
[DBE] 165' - 6" [DBE] = 153' - 6"
[1/3 RESIDENTIAL EXITING AREA 2 OD] = 70'-4"
[RESIDENTIAL EXITING AREA 2 OD] 210' - 11"
[1/3 COURTYARD OD] = 42'-2"
[COURTYARD OD 126' - 6"
160
102102 103103
5353
5353
160
46 160
114
11 4' WIDE STAIR4' WIDE STAIR
4'-0" 4'-0"

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
1 59 SF
R-2 ACC.

TRASH ROOM
300

ACCESSORY USE
1 1

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
1 182 SF
R-2 ACC.

WOMEN'S RESTROOM
300
1 1

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
1 167 SF
R-2 ACC.

MEN'S RESTROOM
300
1 1
11 11
1 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
1 40 SF
R-2 ACC.

IDF
300

ACCESSORY USE
2 3

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
1 22 SF
R-2 ACC.

IDF
300

ACCESSORY USE
2 3
R-2 ACCESSORY =1,601SF+
59SF+40SF+22SF / 38,837 SF =

4.4%<10% MAX. MEETS CBC
CODE SECTION 508.2.3
46 TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.13
June 23, 2023
EGRESS DIAGRAM - FLOOR 3
477 9TH AVE
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
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◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆◆ ◆ ◆ ◆
◆◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
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◆
◆
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◆
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◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆
◆
◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆ ◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆ ◆◆ ◆
◆ ◆◆ ◆
◆ ◆ ◆
◆ ◆ ◆
◆◆◆◆ ◆◆ ◆◆ ◆◆ ◆◆◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆◆ ◆
◆◆ ◆◆
◆ ◆ ◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆◆ ◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆
32" x 60"
X30" 48"
R
30"X 30" 48"
REF36"X30" 48"
32" x 60"
X30" 48"
R
30"X" 0 3 " 8 4
REF
33"X
30" 48"

RESIDENTIAL

EXITING AREA -
EAST

RESIDENTIAL

EXITING AREA -
WEST
2-HR HORIZONTAL EXIT
2-HR FIRE WALL
35 35
80 44
35 1
[1/3 RES
IDE
NT
IAL

EXITING ARE
A 1 OD
] = 52'-2"
[RES
IDE
NT
IAL

EXITING ARE
A 1 OD]
216' - 4"
[DBE] 165' - 6"
[DBE] = 150' - 11"
[1/3 RESIDENTIAL EXITING
AREA 2 OD] = 90'-11"
[RESIDENTIAL EXITING
AREA 2 OD] 272' - 9"

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS
7"

10.5"35 OCC X
35 OCC X
STAIR 1
32" MIN.
44" MIN.

0.2 0.3
35 33 1/2"
48"

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS
16"
24"80 OCC X
80 OCC X
STAIR 2
32" MIN.
44" MIN.

0.2 0.3
80 33 1/2"
48"

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
86 17,193 SF
R-2

RESIDENTIAL EXITING AREA - WEST
200

PRIMARY USE
2 2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
101
20,185 SF
R-2

RESIDENTIAL EXITING AREA - EAST
200

PRIMARY USE
2 3

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
1 92 SF
R-2 ACC.

TRASH ROOM
300

ACCESSORY USE
1 1
44 ASSUMED

PROPERTY LINE
TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.14
June 23, 2023
EGRESS DIAGRAM - FLOOR 4
477 9TH AVE
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆
◆◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆◆ ◆ ◆ ◆
◆◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆◆◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆
◆ ◆ ◆
◆
◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆
◆ ◆
◆ ◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆ ◆
◆ ◆ ◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆ ◆◆ ◆
◆ ◆ ◆ ◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆
◆ ◆
32" x 60"
X30" 48"
R
30"X 30" 48"
REF36"X30" 48"

RESIDENTIAL

EXITING AREA -
EAST

RESIDENTIAL

EXITING AREA -
WEST
2-HR HORIZONTAL EXIT
2-HR FIRE WALL OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS

12.8"

19.2"64 OCC X
64 OCC X
STAIR 1
32" MIN.
44" MIN.

0.2 0.3
64 33 1/2"
48"

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
40 597 SF
R-2 ACC.

CLUB ROOM
15 ACCESSORY USE
1 1

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
32 477 SF
A-3

ROOF DECK
15 OUTDOOR USE
1 1
[1/3 RES
IDE
NT
IAL

EXITING ARE
A 1 OD
] = 52'-2"
[RES
IDE
NT
IAL

EXITING ARE
A 1 OD]
216' - 4"
[DBE] 165' - 6" [DBE] = 153' - 6"[1/3 RESIDENTIAL EXITING AREA 2 OD] = 90'-11"
[RESIDENTIAL EXITING
AREA 2 OD] 272' - 9"

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
EGRESS

18.4"

27.6"92 OCC X
92 OCC X
STAIR 2
32" MIN.
44" MIN.

0.2 0.3
92 33 1/2"
48"

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
87 17,204 SF
R-2

RESIDENTIAL EXITING AREA - WEST
200

PRIMARY USE
2 2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
99 19,792 SF
R-2

RESIDENTIAL EXITING AREA - EAST
200

PRIMARY USE
2 3
64 47
92 44
47 11
4040
3232

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
GROSS
1 97 SF
R-2 ACC.

TRASH ROOM
300

ACCESSORY USE
1 1
R-2 ACCESSORY =597SF+
59SF+40SF+22SF / 36,982 SF =

1.9%<10% MAX. MEETS CBC
CODE SECTION 508.2.3
15 NET .
15 NET .
44 11
11 11

ASSUMED

23.48 G
◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆ ◆◆◆◆ ◆◆ ◆◆◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆◆◆
◆◆ ◆◆ ◆◆◆◆◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆◆◆
◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆

23.48 G
FRONT
FRONT
7 7
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
TS
◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆
◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆
◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆
◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆
◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆◆◆◆◆◆
◆◆◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆
9TH AVE

RAILROAD
S. CLAREMONT ST
B
C
C
A
A
A
A
A AA
C C
C
A A2 A A A AA A A A A A2
A
A
AA
A
A
A2
A2
A
A
A A

A - LED WALL MOUNTED SCONCE LIGHT

WALL-MOUNTED LIGHT AT GROUND LEVEL

EXTERIORS

SHEET NOTES
CUBE ARCHITECTURAL 5", LED 49W
DC-WD05-S840S-BK

BY WAC LIGHTING
A2 - LED WALL MOUNTED SCONCE LIGHT

WALL-MOUNTED LIGHT AT GROUND LEVEL

EXTERIOR MAIN ENTRIES
SLEEPLESS, LED 19W
WS-W43015-BK/AB

BY WAC LIGHTING

B - PROPOSED STREET LIGHT POLE

CITY STANDARD LIGHT
2020-CH-48W COBRA HEAD

LUMINAIRE

C - PROPOSED STREET LIGHT POLE

CITY STANDARD LIGHT
2020-CH-95W COBRA HEAD

LUMINAIRE
TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.20
June 23, 2023

EXTERIOR LIGHTING PLAN
477 9TH AVE
TRUE
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

AP0.30
June 23, 2023

SHADOW STUDIES
477 9TH AVE
1WINTER SOLSTICE - 12/21
2SUMMER SOLSTICE - 6/21
3AUTUMN EQUINOX - 9/21
4SPRING EQUINOX - 3/21
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
OFFICE 1
STAIR 3
LOBBY/

LEASING/ MAIL

PARKING
GARAGE 54
STALLS

REFUSE TERM

LONG TERM
BIKE STORAGE 2
ELECT

TRNFRMR
WATER
FIRE
STAIR 4
ELEV 3
STAIR 1
ELEV 1
STAIR 2 ELEV. 2
28 RESIDENTIAL
STALLS
TRASH RM.

TRNFRMR
ELECT

FIRE EQUIP
PLAZA
9TH AVE

RAILROAD
S. CLAREMONT ST
1 AP3.20
2 AP3.20
OFFICE 13,588 SF

ELEVATOR AND STAIR

CORES COUNTED ON
FLOOR 1 ONLY

BIKE PARKING

EXCLUDED IN FAR

INCLUDED IN FAR
LOBBY/ LEASING 3,262 SF
GARAGE 29,753 SF

BOILER RM

PROPOSED
OFFICE

RESTROOM
UP
2 AP3.21
1 AP3.21
9 SURFACE STALLS
TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.31
June 23, 2023
FAR DIAGRAM - FLOOR 1
477 9TH AVE
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
OFFICE

PARKING
GARAGE 87
STALLS
STAIR 3
STAIR 4
ELEV 3
STAIR 1ELEV 1STAIR 2
ELEV. 2

STORAGE

FITNESS
LOBBY
1 AP3.20
2 AP3.20
OFFICE 13,313 SF

ELEVATOR AND STAIR

CORES COUNTED ON
FLOOR 1 ONLY

INCLUDED IN FAR
FITNESS 1,765 SF
GARAGE 31,606 SF

PROPOSED
OFFICE

RESTROOM
DN
2 AP3.21
1 AP3.21
TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.32
June 23, 2023
FAR DIAGRAM - FLOOR 2
477 9TH AVE

COURTYARD
STAIR 1ELEV 1STAIR 2
?
LOUNGE
1 AP3.20
2 AP3.20
RESIDENTIAL 35,261 SF

ELEVATOR AND STAIR

CORES COUNTED ON
FLOOR 1 ONLY

INCLUDED IN FAR
LOUNGE 2,639 SF
COURTYARD 8,944 SF
2 AP3.21
1 AP3.21
TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.33
June 23, 2023
FAR DIAGRAM - FLOOR 3
477 9TH AVE
STAIR 4STAIR 4STAIR 2
ELEV. 2
1 AP3.20
2 AP3.20

ELEVATOR AND STAIR

CORES COUNTED ON
FLOOR 1 ONLY
RESIDENTIAL 38,213 SF

INCLUDED IN FAR
2 AP3.21
1 AP3.21
TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.34
June 23, 2023
FAR DIAGRAM - FLOOR 4
477 9TH AVE
STAIR 4STAIR 4STAIR 2
ELEV. 2
1 AP3.20
2 AP3.20
RESIDENTIAL 36,813 SF

ELEVATOR AND STAIR

CORES COUNTED ON
FLOOR 1 ONLY

ROOF DECK

INCLUDED IN FAR
CLUB ROOM 760 SF
ROOF DECK 649 SF
2 AP3.21
1 AP3.21
TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.35
June 23, 2023
FAR DIAGRAM - FLOOR 5
477 9TH AVE
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

AP0.36
June 23, 2023

ALLOWABLE AREA CALCULATIONS
477 9TH AVE
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆
◆◆◆◆◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆

23.48 G
UP
FRONT
FRONT
7 7
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
TS
◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆
◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆
◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆
◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆ ◆◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆
◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆
◆ ◆ ◆ ◆ ◆ ◆ ◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆
◆◆ ◆◆
◆◆ ◆◆

FLOOR AREA ALLOWED
TOTAL FLOOR AREA PROPOSED 46,516 SF

UNLIMITED
TYPE I-ALEVEL 1 - NON-SEPARATED

ADJACENT
BLDG
9TH AVE

CALTRAIN RAILROAD TRACKS
S. CLAREMONT ST
41' - 0"
133
36'-1 5/8"
133
25'-0"
TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.37
June 23, 2023
ALLOWABLE AREA - FLOOR 1
477 9TH AVE
◆◆ ◆◆ ◆◆
◆◆ ◆◆◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆

23.48 G
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆
UPDN
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
◆◆◆◆
◆◆◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆

FLOOR AREA ALLOWED
TOTAL FLOOR AREA PROPOSED 46,810 SF

UNLIMITED
TYPE I-ALEVEL 2

ADJACENT
BLDG
9TH AVE

CALTRAIN RAILROAD TRACKS
S. CLAREMONT ST
TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.38
June 23, 2023
ALLOWABLE AREA - FLOOR 2
477 9TH AVE
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆

23.48 G
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆
◆◆ ◆◆ ◆◆◆◆ ◆◆

DN UPUP
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆◆◆
◆◆
◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆◆◆
◆◆
◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆◆◆
◆◆
◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆◆ ◆
◆◆ ◆◆ ◆◆
◆◆◆◆
◆◆
◆◆
◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆
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◆◆ ◆◆
◆ ◆

FLOOR AREA ALLOWED
TOTAL FLOOR AREA PROPOSED 17,284 SF
36,000 SF
TYPE V-AFIRE COMPARTMENT - 1

FLOOR AREA ALLOWED
TOTAL FLOOR AREA PROPOSED 21,553 SF
36,000 SF
TYPE V-AFIRE COMPARTMENT - 2
FC-1 FC-2
"0 '0-2
"0 '0-2

ASSUMED

PROPERTY LINE

ASSUMED

PROPERTY LINE

ASSUMED

EXTENSION OF

HORIZONTAL EXIT
9TH AVE

RAILROAD
S. CLAREMONT ST
TRUE00' ' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP0.39
June 23, 2023
ALLOWABLE AREA - FLOOR 3
477 9TH AVE
UP
FRONT
FRONT

LOADING AREA
TRASH
C

ONCRETE
STRESS
PAD
2 AP3.20

NO LIMIT
25'-0" F.S.D.
25' TO LESS THAN 30' = NO LIMIT (UP, S)
AREA OF EXTERIOR WALL = 4,313 SF
ALLOWABLE = UNLIMITED
TOTAL OPENING = 980 SF (23%)
980 SF = COMPLIES
10'-2"10'-2"10'-2"12'-0"12'-0"
20' TO LESS THAN 25' = NO LIMIT (UP, S)
AREA OF EXTERIOR WALL = 5,669 SF
ALLOWABLE = UNLIMITED
TOTAL OPENING = 1,935 SF (34%)
1,935 SF = COMPLIES

NO LIMIT
23'-0" F.S.D.

NO LIMT
23'-0" F.S.D.

NO LIMIT
25'-0" F.S.D.

PER CBC TABLE 705.8
PER CBC TABLE 705.8
PER CBC TABLE 705.8
PER CBC TABLE 705.8
FLOOR 3
24' - 0"
FLOOR 4
34' - 2"
FLOOR 5
44' - 4"
T.O.PLATE
53' - 6"
FLOOR 2
12' - 0"
FLOOR 1
0' - 0"
9TH AVE

S CLAREMONT AVE
ADJ. BLDG
STREET

PARKING
179'-8 1/4"

ADJACENT
BLDG

PROPERTY LINE
25'-0"
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

AP0.40
June 23, 2023

ALLOWABLE OPENING CALCULATIONS
477 9TH AVE
1/16" = 1'-0"
2ELEVATION - WEST
1/64" = 1'-0"
1FLOOR 1- PARTIAL WEST SITE PLAN
UP
FRONT
P
S
90 U P
90 U P
DR I VE - UP A CC E SS , M I N . 1 0' W ID E /1 8 ' H I GH RO A DW A Y + E XT R A WI D TH FO R TR U CK OU T R IG G ER S , C L AS S -2 OR A B B AS E , 30 ' -R A DI A L H A MM E RH E A D T UR N A RO U ND IF D EA D -E N D FRONT
P
S
90 U P
90 U P
DR I VE - UP A CC E SS , M I N . 1 0' W ID E /1 8 ' H I GH RO A DW A Y + E XT R A WI D TH FO R TR U CK OU T R IG G ER S , C L AS S -2 OR A B B AS E , 30 ' -R A DI A L H A MM E RH E A D T UR N A RO U ND IF D EA D -E N D 7 DR IV E -UP A C C ES S , M IN . 1 0 ' WID E /1 8 ' H IG H R O AD WA Y +E X T R A WID T H F OR T R U C K O U T R IG G ER S , C L A SS -2 O R AB B A S E , 30 ' -R A D IA L H A M ME R H E A D TU R N A R O UN D IF DE A D -E N D 7 DR IV E -UP A C C ES S , M IN . 1 0 ' WID E /1 8 ' H IG H R O AD WA Y +E X T R A WID T H F OR T R U C K O U T R IG G ER S , C L A SS -2 O R AB B A S E , 30 ' -R A D IA L H A M ME R H E A D TU R N A R O UN D IF DE A D -E N D T5
F52
T5
F52
T5
F52
T5
T5
T5
F52
F52
F52

COMPACT COMPACT COMPACT COMPACT

COMPACT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
DNDN

DN UPUP
PLAZA
9TH AVE

RAILROAD
S. CLAREMONT ST

DOG PARK
PLAZA 1,770 SF

INCLUDED IN OPEN SPACE
DOG PARK 640 SF
PLANTING 1,628 SF

OPEN PARKING LOT LANDSCAPING

NOT PART OF THE OPEN SPACE CALCULATION

PAVED SURFACE FOR DRIVEWAY AND SURFACE PARKING
= 11,758 SF
PER SMMC 27.71.130, 10% LANDSCAPE REQUIRED = 1,176 SF
PROVIDED = 1,176 SF
PEDESTRIAN 6,448 SF

CIRCULATION
AT-GRADE TOTAL = 10,486 SF
ROOF DECK 649 SF

INCLUDED IN OPEN SPACE
DECK 782 SF

COURTYARD
COURTYARD 8,944 SF

INCLUDED IN OPEN SPACE
DECK 512 SF
TRUE
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

AP0.42
June 23, 2023

OPEN SPACE DIAGRAM
477 9TH AVE
1" = 60'-0"
1PLANNING - OPEN SPACE - FLOOR 1
1" = 60'-0"
3OPEN SPACE - FLOOR 5
1" = 60'-0"
2OPEN SPACE - FLOOR 3
10,486
10,486
20,079
22,155

23.48 G
GV

23.48 G
GV
FRONT
FRONT
7 7
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
40'-7 1/8"
40'-11 1/2"
25'-0"
9TH AVE
288'-4 5/8"
179'-8 1/4"
250'-1 7/8"

ADJACENT
BLDG
9TH AVE

RAILROAD
S. CLAREMONT ST
3 3
1 1
1 1
9TH AVE

RAILROAD
2 2
2 2
45 5 7
7 710
11 116
4 4
12 41'-3 3/4"
41'-3 3/4"
MIN. UTILITY EASEMENT
40'-0"
4'-0"
7'-6"
7'-6"
7'-6"
13 13
4'-8"

SHEET NOTES

PROPERTY LINE
(E) STREET LIGHT
(E) FIRE HYDRANT
(E) TREE, S.L.D.
(N) STREET LIGHT
(N) FIRE HYDRANT
(N) TREE, S.L.D.

TRASH LOADING ZONE
(N) VEHICULAR DRIVEWAY
(E) ELECTRIC TRANSMISSION LINE

POLE TO REMAIN
(E) ELECTRIC DISTRIBUTION LINE

POLE TO UNDERGROUND
(N) WATER UTILITY CONNECTION
(N) PG&E #7 VAULT
1 2
3 4
5 6
7 8
9 10
11 12
13 TRUE0' 40' 80'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 40' - 0" AP1.00
June 23, 2023

SITE PLAN
477 9TH AVE
FRONT
FRONT
7 7
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD

WATER PUMP RM

FIRE PUMP RM

TRANSFORMER
ROOM 1

ELECTRICAL
ROOM

RESIDENTIAL
TRASH

OFFICE TRASH

TRANSFORMER
ROOM 2
GARAGE

FIRE EQUIP

ELECTRICAL
ROOM
GARAGE

LONG TERM BIKE
STORAGE1

RESIDENT

ACCESS GATE

GARAGE ACCESS
GATE

GARAGE ACCESS
GATE
STAIR 1
STAIR 3
ELEV. 1
ELEV. 2
27'-7 1/4"
51'-1 1/2"
49'-8 3/8"
35'-2 1/2"
MIN.
7'-6"
20'-6"
PLAZA
9TH AVE

RAILROAD
S. CLAREMONT ST
RAMP
1 AP3.20
2 AP3.20
288'-4 5/8"
180'-8 1/4"
250'-1 7/8"
179'-8 1/4"
LVL 1

PARKING
63 STALLS
9 OFFICE/GUEST

SURFACE STALLS VEHICLE
ACCESS

VEHICLE
ACCESS
7 1
7 4
4 4
18 8
18 13
13 14
16 LEASING
OFFICE

BOILER RM
OFFICE
LOBBY
24'-0" CLR.
12 9
9 DRIVE AISLE
24'-0"

PROPOSED
OFFICE

RESTROOM
DN
DN

19.60'

18.49'
15 15
1515
15 20.90'

19.60'

19.60'
UP 15%
RAMP

7.5%
112 RESI.

BIKES

ADA VAN
5'-0"
STAIR 4
3%
14 14
24' - 0"

LONG TERM BIKE
STORAGE 2
16 RESI.

BIKES

DOG PARK
MPOE
Garage
mechanical shaft

DRIVE AISLE
24'-0"
3'-0". 3'-0"

GUEST GUEST GUEST
4 OFFICE
BIKES
DN

22.30'

20.90'

19.90'
BREAK
RM

PACK RM
DN
GUEST
5 11
1 1
1 1
2 2
2 2
45 5 7
7 710
11 116

GUEST GUEST

21.50 2% Max.

7.5%
3%

22.68'
RESTR.

MAIL

LEASING/LOBBY

LEASING
OFFICE
DOG
WASH

CONFERENCE
RAMP
RAMP
GUEST
29 OFFICE
STALLS
25 RESIDENTIAL

STALLS ELEV CONTR RM
11,470 SF
OFFICE 1

ELEV CONTR RM
STAIR 2
41'-3 3/4"
MIN. UTILITY EASEMENT
40'-0"
4'-0"
7'-6"
7'-6"
21 21
4'-8"

SHEET NOTES

PROPERTY LINE
(E) STREET LIGHT
(E) FIRE HYDRANT
(E) TREE, S.L.D.
(N) STREET LIGHT
(N) FIRE HYDRANT
(N) TREE, S.L.D.

TRASH LOADING ZONE
(N) VEHICULAR DRIVEWAY
(E) ELECTRIC TRANSMISSION LINE

POLE TO REMAIN
(E) ELECTRIC DISTRIBUTION LINE

POLE TO UNDERGROUND
(N) WATER UTILITY CONNECTION

PUBLIC SHORT-TERM BIKE PARKING
SPACES

EV CHARGER
CANOPY
126 MAILBOXES (14/SQUARE)

BMR AFFORDABLE UNITS

GARAGE GATE

ROOF TOP MECHANICAL EQUIPMENT

SAN MATEO, CA
AP2.01
June 23, 2023
FLOOR 1 - PLAN
477 9TH AVE
PAKING SUMMARY - LEVEL 1
OFFICE PARKING 38 (29 GARAGE + 9 SURFACE)
RESIDENTIAL 25

TOTAL LEVEL 1 : 63
11,437 SF
OFFICE 1
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT
COMPA
CT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
12,643 SF
OFFICE 2
RESTROOM STAIR 1
STAIR 3
1 AP3.20
2 AP3.20
179'-8 1/4"
177'-8 1/4"
9TH AVE

RAILROAD
S. CLAREMONT ST
1 1
1 1
24'-0" CLR.

DRIVE AISLE
24'-0"
250'-1 7/8"
31'-5 3/8"
15%
RAMP DN7.5%
3'-0"

DRIVE AISLE
24'-0"

PROPOSED
OFFICE

RESTROOM
STAIR 4
14 14
GARAGE
5'-0"
24'-0"
ELEV. CONTROL
RM
5'-2"
MAINT. ROOM

DRIVE AISLE
24'-0"
ELEC. PANELS
3'-0".
24'-0"
2 AP3.21
1 AP3.21

FITNESS
YOGA
LVL 2

PARKING
87 STALLS
STAIR 2

SHEET NOTES

PROPERTY LINE
(

E) STREET LIGHT
(E) FIRE HYDRANT
(E) TREE, S.L.D.
(N) STREET LIGHT
(N) FIRE HYDRANT
(N) TREE, S.L.D.

TRASH LOADING ZONE
(N) VEHICULAR DRIVEWAY
(E) ELECTRIC TRANSMISSION LINE

POLE TO REMAIN
(E) ELECTRIC DISTRIBUTION LINE

POLE TO UNDERGROUND
(N) WATER UTILITY CONNECTION

PUBLIC SHORT-TERM BIKE PARKING
SPACES

EV CHARGER
CANOPY
126 MAILBOXES (14/SQUARE)

BMR AFFORDABLE UNITS

GARAGE GATE

ROOF TOP MECHANICAL EQUIPMENT

ELEVATOR PENTHOUSE
(N) PG&E #7 VAULT
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP2.02
June 23, 2023
FLOOR 2 - PLAN
477 9TH AVE
PAKING SUMMARY - LEVEL 2
RESIDENTIAL 85
TENDEM 2

TOTAL LEVEL 2 : 87
36"x23"
LOUNGE
1 AP3.20
2 AP3.20
289'-10 3/4"
179'-11 3/4"
250'-1 7/8"
180'-8 1/4"
9TH AVE

RAILROAD
S. CLAREMONT ST
1 1
1 1717
17 17
ELEV.

SHAFT
A2.0
?
A2.0
A2.0
B1.0
S1.0
S1.0
B3.0
B5.0
B4.0
A3.0
A3.3
B2.0
S2.0
A1.0
B1.2 A3.4
B6
.0
A3.5
A2.0-a
A2.0-a
A1.0
68'-11 5/8"
36'-11 3/4"
S1.0-bB1.3
A3.6
S1.0-a S1.0-b
A2.1
S1.0-a
23' - 0"
A3.1 A3.1
B1.1
A1.1
5'-6".

B1.4
5'-6".

A4.0
Garage shaft
2 AP3.21
1 AP3.21
A1.2
10 SF Garage intake air
1 TRASH ROOM
A2.0
A2.2 A2.2
S2.0-a

SHEET NOTES

PROPERTY LINE
(E) STREET LIGHT
(E) FIRE HYDRANT
(E) TREE, S.L.D.
(N) STREET LIGHT
(N) FIRE HYDRANT
(N) TREE, S.L.D.

TRASH LOADING ZONE
(N) VEHICULAR DRIVEWAY
(E) ELECTRIC TRANSMISSION LINE

POLE TO REMAIN
(E) ELECTRIC DISTRIBUTION LINE

POLE TO UNDERGROUND
(N) WATER UTILITY CONNECTION

PUBLIC SHORT-TERM BIKE PARKING
SPACES

EV CHARGER
CANOPY
126 MAILBOXES (14/SQUARE)

BMR AFFORDABLE UNITS

GARAGE GATE

ROOF TOP MECHANICAL EQUIPMENT

ELEVATOR PENTHOUSE
(N) PG&E #7 VAULT
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP2.03
June 23, 2023
FLOOR 3 - PLAN
477 9TH AVE
36"x23"
A3.1-a
A1.1-a
A2.0
A2.0
B1.1-a
A2.0
A3.1-a
A2.0
B1.0
S1.0
S1.0
A1.0
B3.0
B5.0DOUBLE HEIGHT

AREA COUNTED

IN BLDG GROSS
A3.1-a
B4.0-a
A3.2
A3.3
1 AP3.20
2 AP3.20
9TH AVE

RAILROAD
S. CLAREMONT ST
1 1
1 17
17 17
17 S2.0
A1.0
B1.2 A3.4
B6
.0-a
A3.5
A2.0-a
A2.0-a
TYP.
5'-6".
250'-1 7/8"
S1.0-bB1.3
B1.4a
TYP.
5'-6".

B1.5
A3.6a
S1.0-a S1.0-b S1.0-a
A2.1
2 AP3.21
1 AP3.21
A1.2-a
1 289'-10 3/4"
179'-11 3/4"
B2.1-a
A4.0

TRASH ROOM
A2.2 A2.2
S2.0-a

SHEET NOTES

PROPERTY LINE
(E) STREET LIGHT
(E) FIRE HYDRANT
(E) TREE, S.L.D.
(N) STREET LIGHT
(N) FIRE HYDRANT
(N) TREE, S.L.D.

TRASH LOADING ZONE
(N) VEHICULAR DRIVEWAY
(E) ELECTRIC TRANSMISSION LINE

POLE TO REMAIN
(E) ELECTRIC DISTRIBUTION LINE

POLE TO UNDERGROUND
(N) WATER UTILITY CONNECTION

PUBLIC SHORT-TERM BIKE PARKING
SPACES

EV CHARGER
CANOPY
126 MAILBOXES (14/SQUARE)

BMR AFFORDABLE UNITS

GARAGE GATE

ROOF TOP MECHANICAL EQUIPMENT

ELEVATOR PENTHOUSE
(N) PG&E #7 VAULT
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP2.04
June 23, 2023
FLOOR 4 - PLAN
477 9TH AVE
36"x23"
RAMP
1 AP3.20
2 AP3.20
9TH AVE

RAILROAD
S. CLAREMONT ST
1 1
1 1
1717
17 17
A3.1-a
A1.1-a
A2.0
A2.0
B1.1-a
A2.0
A3.1-a
A2.0
B1.0-a
A1.0-a
A3.1-a
CLUB
A1.0-a
B1.2-a A3.4-aA3 .5-a
B1.1-a
24'-10 5/8"
33'-2 3/8"
S1.0-c
B1.4a
TYP.
5'-6".

A3.6a
S1.0-a S1.0-c S1.0-aB1 .3-a
A2.1
B1.5

ROOF DECK
2 AP3.21
1 AP3.21
A4.0

TRASH ROOM
B3.0-a
S2.0-b
B6.0-b
250'-1 7/8"
S1.0-d
TYP.
5'-6".

S2.0
B2.0-b
179'-11 3/4"
A3.3
B4.0-a
289'-10 3/4"
A2.2
A1.2-a
A2.0-b
A2.0-b
A2.2

SHEET NOTES

PROPERTY LINE
(E) STREET LIGHT
(E) FIRE HYDRANT
(E) TREE, S.L.D.
(N) STREET LIGHT
(N) FIRE HYDRANT
(N) TREE, S.L.D.

TRASH LOADING ZONE
(N) VEHICULAR DRIVEWAY
(E) ELECTRIC TRANSMISSION LINE

POLE TO REMAIN
(E) ELECTRIC DISTRIBUTION LINE

POLE TO UNDERGROUND
(N) WATER UTILITY CONNECTION

PUBLIC SHORT-TERM BIKE PARKING
SPACES

EV CHARGER
CANOPY
126 MAILBOXES (14/SQUARE)

BMR AFFORDABLE UNITS

GARAGE GATE

ROOF TOP MECHANICAL EQUIPMENT

ELEVATOR PENTHOUSE
(N) PG&E #7 VAULT
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 TRUE0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP2.05
June 23, 2023
FLOOR 5 - PLAN
477 9TH AVE
FAN
I
N/OUT
FAN
IN/OUT
FAN
IN/OUT
FAN
IN/OUT
FAN
IN/OUT
FAN
IN/OUT
FAN
IN/OUT
FAN
IN/OUT
16x16
56x56
1 AP3.20
2 AP3.20
SOLAR AREA CALCS:

ROOF AREA: 37,895 SF.

PROVIDED SOLAR PANELS AREA: 11,700 SF
9TH AVE

RAILROAD
S. CLAREMONT ST
1 1
1 1

SOLAR PANELS

ROOF ACCESS
HATCH
19 19
2020
2 AP3.21
1 AP3.21

SOLAR PANELS

SHEET NOTES

PROPERTY LINE
(E) STREET LIGHT
(E) FIRE HYDRANT
(E) TREE, S.L.D.
(N) STREET LIGHT
(N) FIRE HYDRANT
(N) TREE, S.L.D.

TRASH LOADING ZONE
(N) VEHICULAR DRIVEWAY
(E) ELECTRIC TRANSMISSION LINE

POLE TO REMAIN
(E) ELECTRIC DISTRIBUTION LINE

POLE TO UNDERGROUND
(N) WATER UTILITY CONNECTION

PUBLIC SHORT-TERM BIKE PARKING
SPACES

EV CHARGER
CANOPY
126 MAILBOXES (14/SQUARE)

BMR AFFORDABLE UNITS

GARAGE GATE

ROOF TOP MECHANICAL EQUIPMENT

ROOF - PLAN
477 9TH AVE
FLOOR 1
0"
FLOOR 2
12'-0"
FLOOR 3
24'-0"
FLOOR 4
34'-2"
FLOOR 5
44'-4"
ROOF
54'-6"
T.O. HIGH ROOF
60'-0"
5'-6"10'-2"10'-2"10'-2"12'-0"12'-0"
± 60'-0"
255
311124 13
8 77
63 T.O.PLATE
53'-6"
T.O. PARAPET
59'-4"
141 63
2 (BLDG HEIGHT)
1616
14 14
10 16
Parapet
4'-10"
54'-6"
T.O.P @ Club Parapet
5'-10"
53'-6"
FLOOR 1
0"
FLOOR 2
12'-0"
FLOOR 3
24'-0"
FLOOR 4
34'-2"
FLOOR 5
44'-4"
ROOF
54'-6"
T.O. HIGH ROOF
60'-0"
12'-0" 12'-0" 10'-2" 10'-2" 10'-2"
5'-6"
± 60'-0"
252108
131112146
2 105
7 T.O.PLATE
53'-6"
T.O. PARAPET
59'-4"
7 (BLDG HEIGHT)
14 14 14 3
5 3
16 16
14 14 14
16 1. CEMENT PLASTER, SMOOTH SAND

2. CAST STONE

3. JULIETTE BALCONY, BOLT-ON, HOT-DIP GALV, PTD

4. RAILING, HOT-DIP GALV. PTD ARCH BRONZE

5. METAL AWNING, NON-RAIN THRU

6. VINYL NAIL-FIN WINDOW FIN ARCH BRONZE

7. STOREFRONT FIN ARCH BRONZE

8. SPANISH TILE ARCH. POTENTIAL ART ELEMENT

9. GARAGE ACCESS

10. BUILDING SIGNAGE, HT 18", DEPTH 2", CAST METAL, SIM.

11. SLOPED MANSARD ROOF, CONCRETE S-TILE

12. FOAM TRIM, 3" MIN DEPTH, PLASTER FIN.

13. TILE "FAUX" ROOF VENT

14. RECESSED VINYL WINDOWS

15. GARAGE OPENING

16. BUILDING EXTERIOR LIGHT

17. SPANISH TILE GARAGE ELEMENT, COLOR SELECTION TBD

SHEET NOTES
2 1
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP3.00
June 23, 2023

BUILDING ELEVATIONS
477 9TH AVE
1" = 30'-0"
1ELEVATION - EAST - 9TH AVE
1" = 30'-0"
2ELEVATION - NORTH - CLAREMONT ST
FLOOR 1
0"
FLOOR 2
12'-0"
FLOOR 3
24'-0"
FLOOR 4
34'-2"
FLOOR 5
44'-4"
ROOF
54'-6"
T.O. HIGH ROOF
60'-0"
5'-6"10'-2"10'-2"10'-2"12'-0"12'-0"
± 60'-0"
10 11
9 63 14
T.O.PLATE
53'-6"
T.O. PARAPET
59'-4"
3 1
15 55
(BLDG HEIGHT)
1616
1 17 17
FLOOR 1
0"
FLOOR 2
12'-0"
FLOOR 3
24'-0"
FLOOR 4
34'-2"
FLOOR 5
44'-4"
ROOF
54'-6"
T.O. HIGH ROOF
60'-0"
5'-6"10'-2"10'-2"10'-2"12'-0"12'-0"
± 60'-0"
10 11
9 63 1
T.O.PLATE
53'-6"
T.O. PARAPET
59'-4"
15 1241
(BLDG HEIGHT)
16 1617 17

1. CEMENT PLASTER, SMOOTH SAND

2. CAST STONE

3. JULIETTE BALCONY, BOLT-ON, HOT-DIP GALV, PTD

4. RAILING, HOT-DIP GALV. PTD ARCH BRONZE

5. METAL AWNING, NON-RAIN THRU

6. VINYL NAIL-FIN WINDOW FIN ARCH BRONZE

7. STOREFRONT FIN ARCH BRONZE

8. SPANISH TILE ARCH. POTENTIAL ART ELEMENT

9. GARAGE ACCESS

10. BUILDING SIGNAGE, HT 18", DEPTH 2", CAST METAL, SIM.

11. SLOPED MANSARD ROOF, CONCRETE S-TILE

12. FOAM TRIM, 3" MIN DEPTH, PLASTER FIN.

13. TILE "FAUX" ROOF VENT

14. RECESSED VINYL WINDOWS

15. GARAGE OPENING

16. BUILDING EXTERIOR LIGHT

17. SPANISH TILE GARAGE ELEMENT, COLOR SELECTION TBD

BUILDING ELEVATIONS
477 9TH AVE
1" = 30'-0"
2ELEVATION - SOUTH
1" = 30'-0"
1ELEVATION - WEST

CONCRETE ROOF TILE

S-SHAPE

CEMENT PLASTER

SAMPLE FOR TEXTURE ONLY

CAST STONE

CONCRETE SEALED
PAINT
SHORELINE - BM 1471

METAL AWNING

NON-RAIN THRU
PAINT

DARK BROWN
RAILING - HOT DIP GALV.

PAINTED ARCHITECTURAL BRONZE

STOREFRONT

FIN ARCH BRONZE

ALUMINUM STOREFRONT
'CLASSIC BRONZE' OR SIM.

VPI VINYL WINDOWS
'ARCHITECTURAL BRONZE'

STOREFRONT & METALWORK TO MATCH

CAST STONE

CONCRETE SEALED

PAINT ON METAL WORK & STUCCO
DRAGON BREATH - BM 1547

SPANISH TILE, ART ELEMENT

COLOR SELECTION TBD
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

AP3.10
June 23, 2023

MATERIAL BOARD
477 9TH AVE
FLOOR 1
0"
FLOOR 2
12'-0"
FLOOR 3
24'-0"
FLOOR 4
34'-2"
FLOOR 5
44'-4"
ROOF
54'-6"
T.O. HIGH ROOF
60'-0"
10'-2"10'-2"10'-2"12'-0"12'-0"
± 60'-0"
T.O.PLATE
53'-6"
T.O. PARAPET
59'-4"
(BLDG HEIGHT)
OFFICE

OFFICEGARAGE GARAGE

GARAGE GARAGE
B1.
3 B1.3
B1.1 B1.3
B1.
1 B1.1
B1.5
B1.5
LOUNGE
MECH. EQUIP.

WALKING PAD

SOLAR READY
ZONE

CONSTRUCTION

TYPE V-A

CONSTRUCTION

TYPE I-A
FLOOR 4
34'-2"
FLOOR 5
44'-4"
ROOF
54'-6"
T.O. HIGH ROOF
60'-0"
12'-0" 12'-0" 10'-2" 10'-2" 10'-2"
± 60'-0"
T.O.PLATE
53'-6"
T.O. PARAPET
59'-4"
8'-10"
(BLDG HEIGHT)

GARAGE GARAGE
GARAGE
LOBBY/

LEASING/ MAIL
S1.0
S1.0
A3.1 S1.0
A3.
1 COURTYARD A3.1

LONG TERM BIKE
STORAGE 1

LONG TERM BIKE
STORAGE 1 ELECT TRNFRMR 2
A3.1
A3.1
A3.1
A3.3
A3.3
A3.3

OFFICE GARAGE
MECH. EQUIP.

WALKING PAD

SOLAR ZONE

CONSTRUCTION

TYPE I-A

CONSTRUCTION

TYPE V-A
3 AP3.20
7'-7 1/2"
1 2
FLOOR 1
0"
FLOOR 2
12'-0"
FLOOR 3
24'-0"
10'-2 1/8" 10'-0"

7.5%
15%

7.5%
8'-10"
0' 0' 30' 60'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1" = 30' - 0" AP3.20
June 23, 2023

BUILDING SECTIONS
477 9TH AVE
1" = 30'-0"
1BUILDING SECTION - CROSS
1" = 30'-0"
2BUILDING SECTION - LONGITUDINAL
1" = 30'-0"
3SECTION AT PARKING RAMP
FLOOR 1
0"
FLOOR 2
12'-0"
FLOOR 3
24'-0"
FLOOR 4
34'-2"
FLOOR 5
44'-4"
ROOF
54'-6"
T.O. HIGH ROOF
60'-0"
T.O.PLATE
53'-6"
T.O. PARAPET
59'-4"
OFFICE 2
B3.0
B3.0

INSULATION

ROOFING MEMBRANE
0'-8" 5'-10"
53'-6"

TOWER ROOF FRAMING
B3.0-a
FLOOR 1
0"
FLOOR 2
12'-0"
FLOOR 3
24'-0"
FLOOR 4
34'-2"
FLOOR 5
44'-4"
ROOF
54'-6"
T.O. HIGH ROOF
60'-0"
T.O.PLATE
53'-6"
T.O. PARAPET
59'-4"
B5.0
B5.0
CLUB
3'-8"0'-7"
54'-6"
9'-0" 1'-2"
T.O.P @ Club SLOPED ROOF

CLUB ROOF FRAME
1 2
0' 8' 16'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1/8" = 1' - 0" AP3.21
June 23, 2023

WALL SECTIONS
477 9TH AVE
1/8" = 1'-0"
2WALL SECTION 2
1/8" = 1'-0"
1WALL SECTION 1
25'-2"
32'-2"
PER CBC 1205.1
ROOM AREA: 141 SF
REQUIRED NATURAL LIGHT:

0.08 X 141 SF = 11.28 SF
PROVIDED LIGHT:

WINDOWS = 28.56 SF

COMPLIES
0'-1 3/4"
26'-11 3/4"
32'-1 7/8"
23'-2"
PER CBC 1205.1
ROOM AREA: 218 SF
REQUIRED NATURAL LIGHT:

0.08 X 218 SF = 17.44 SF
PROVIDED LIGHT:

WINDOWS = 30.00 SF
COMPLIESADJOINNG WALL AREA: 8'-7" X 9'-0" = 77.25 SF
MIN. REQUIRED OPENING
O.50 X 77.25 SF = 38.63 SF
PROVIDED OPENING: 5'-3" X 9'-0" = 47.25 SF

COMPLIES
17'-0"
0' 8' 16'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1/8" = 1' - 0" AP4.0
June 23, 2023

UNIT PLANS
477 9TH AVE
UNIT A1.0
UNIT A2.0
UNIT A3.0
UNIT A3.1
UNIT S1.0
UNIT PLAN - S2.0
32'-2"
36'-2"
44'-8"
20'-2"
23'-0"
0' 8' 16'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1/8" = 1' - 0" AP4.1
June 23, 2023

UNIT PLANS
477 9TH AVE
UNIT B3.0 UNIT B2.0 UNIT B1.0
UP
DNUP
35'-5"
35'-5"
32'-2"
25'-6"
36'-3"
32'-2"
18'-0"
43'-2"
32'-2"
24'-6"
0' 8' 16'
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect. 1/8" = 1' - 0" AP4.2
June 23, 2023

UNIT PLANS
477 9TH AVE
UNIT B6.0 UNIT B5.0 UNIT B4.0
JUNE 23, 2023
JUNE 2, 2023

06.02.23 JUNE 23, 2023
JUNE 23, 2023477 9TH AVE SAN MATEO, CALIFORNIA
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-1.3LANDSCAPE INSPIRATION IMAGERY
SITE
PODIUM
+ ROOF

36"x23"
DN

COMPACT COMPACT COMPACT COMPACTCOMPACT

LOADING AREA
TRASH
JUNE 23, 2023477 9TH AVE SAN MATEO, CALIFORNIA
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-2.1SITE LANDSCAPE MATERIALS PLAN

CLUB ROOM
(2ND FLOOR SHOWN)

GARAGE DRIVEWAY
North
0 15 30 60
9TH AVE
S. CLAREMONT ST
2ND FLOOR

COURTYARD

CITY STANDARD STREET LIGHT,

SEE CIVIL DRAWINGS

CITY STANDARD PEDESTRIAN
CONCRETE SIDEWALK, TYP.

CITY STANDARD PEDESTRIAN
ACCENT PAVING, TYP.

CITY STANDARD TREE GRATE,
TYP.

PEDESTRIAN CONCRETE

SIDEWALK TO MATCH CITY

STANDARD (BEYOND PROPERTY
LINE TO FACE OF BLDG), TYP.

PEDESTRIAN ACCENT PAVING ,
TYP.

PEDESTRIAN ACCENT PAVING,
TYP.

ACCENT SEAT WALL W/ SKATE /
SLEEP DETERRENTS.

ACCENT PLANTER POTS, TYP.

SCULPTURE ELEMENT WITHIN
PLANTING AREA (TBD.)(4) BIKE RACK, TYP.
(8 SPACES)

CITY STANDARD PEDESTRIAN
ACCENT PAVING, TYP.

CITY STANDARD TREE GRATE,
TYP.

CITY STANDARD PEDESTRIAN
CONCRETE SIDEWALK, TYP.

DOG PARK AREA:
- ARTIFICIAL TURF
- FENCE ENCLOSURE W/ GATES
- PET WASTE STATION
*
Medium broom finish.

Model: Urban Accessories - OT - Title 24
Dimension: 4' x 4'
Material: Standard Cast Iron
Color: Powdercoat RAL 6004 (Black)
Note: Customized to provide two 4" holes
for bubbler access, tree stakes, and
uplighting.

Model: Landscape Forms 35 Collection
Loop Bike Rack
Color: Matte Black
Mounting: Surface mount.

ACCENT PLANTER POTS, TYP.

Model: Yard Art Capsule Planter CAPL-SL
Size: 28" dia x 21.5" tall
Color: Aluminum Linen White

PROPERTY LINE

PROPERTY LINE
(2) BIKE RACK, TYP.
(4 SPACES)

COMPACT COMPACT COMPACT COMPACTCOMPACT

LOADING AREA
TRASH

EXISTING TREE TO REMAIN

EXISTING TREES TO REMAIN

ON ADJACENT CALTRANS

PROPERTY

EXISTING TREES TO REMAIN

ON ADJACENT PROPERTY
4 HAN HEP
36" BOX

NEW STREET TREE

IN TREE GRATE
3 LAG MUS
36" BOX

NEW STREET TREE

IN TREE GRATE
3 LAG MUS
36" BOX

NEW STREET TREE

IN TREE GRATE
4 ACE RUB
36" BOX
1 HAN HEP
36" BOX

NEW STREET TREE

IN TREE GRATE
EXISTING PLANTER AREA EDGE;

UNDERSTORY PLANTING TO
REMAIN

PROPERTY
LINE

PROPERTY LINE
4 TRI LAU
24" BOX
A
A
A
A
A
A
B
B
B
NC
25 DIA
21 NC
12 PR
3 PEL
13 ABR
12 PR
2 PEL
15 DB
5 PR
3 DB
8 PR
2 DB
4 LOM
24 DB
6 BER
79 LOM
16 LOM
5 SAU
62 A A
36"x23"
DN
5 CIT MEY
24" BOX
1 OLE EUR
36" BOX

B B B B
BBBB
2 OLE EUR
36" BOX
10 ARB MAR
24" BOX
ABG
11 LOM
15 DB
8 LOM
13 SR
5 LOM
19 MCP
13 SR
4 DB
95 LOM
9 MCP
5 SR
2 LOM
9 MCP
7 SR
2 DIT
16 PR
2 LAV
21 SR
2 ABG
4 SR
5 LAV
57 LOM
9 DB
8 SR
2 LOM
9 SR
2 MCP
9 DIT
36 PR
3 SR
4 JUNE 23, 2023477 9TH AVE SAN MATEO, CALIFORNIA
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-3.1SITE PLANTING PLAN

GARAGE DRIVEWAY
North
0 15 30 60
9TH AVE
S. CLAREMONT ST
2ND FLOOR

COURTYARD
5TH FLOOR

ROOF DECK
Podium & Roof Deck Planter Pots
Planting Legend
Type A - (1) SR & (3) LBE each pot
Type B - (1) ASP each pot

JUNE 23, 2023477 9TH AVE SAN MATEO, CALIFORNIA
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-3.2PLANTING NOTES AND LEGENDS

PLANT PALETTE
TREES

KEY BOTANICAL NAME COMMON NAMESIZE COMMENTS WUCOLS

BOTANICAL NAMESIZE
SHRUBS

KEY COMMON NAME

GROUNDCOVERS & VINES

SUB SHRUBS, GRASSES, FERNS

KEY SIZE BOTANICAL NAME COMMON NAME

SPACING

SPACINGKEY SIZE BOTANICAL NAME COMMON NAME
WUCOLS
WUCOLS
WUCOLS
LBE Lotus berthelotii1 gal Parrot's Beak - L
ABG Agave 'Blue Glow' Blue Glow Agave -5 gal L
PLA ACE Platanus a. 'Columbia' London Plane Tree Medium36"box MediumACE RUB Acer rubrum 'October Glory' 'October Glory' Red Maple standard24"/36"box LowARB MAR Arbutus 'Marina' Marina Strawberry Tree multi24"box TRI LAU Tristania laurina Water Gum Tree standard24"box Medium LAG NAT Lagerstroemia i 'Natchez' Natchez Crepe Myrtle multi Low24"box specimenOLE EUR Olea europaea 'Wilsonii' Fruitless Olive Tree Very Lowmulti ACA Acacia 'Cousin Itt' Little River Wattle 36" oc5 gal L ASP Asparagus d. 'Meyeri' Myers Asparagus 24" oc5 gal M CAL Caladrina spectabilis Rock Purslance 24" oc5 gal L
DB Dietes bicolor 'Orange Drop' Fortnight Lily 36" oc5 gal L MCA Myrica californica California Coffeeberry 60" oc5 gal L 5 galMCP Muhlenbergia capillaris 'White Cloud' White Muhly Grass 36" O.C. L 1 galLOM Lomandra 'Platinum Beauty' Variegated Dwarf Mat Rush 30" O.C. L 1 galPEL Pennisetum a. 'Llittle Bunny' Little Bunny Fountain Grass 24" O.C. L 5 galPR Phormium 'Rainbow Queen' Rainbow Queen Flax 36" O.C. L 15 galSRE Strelitzia reginae Birds of Paradise 36" O.C. M 5 galNC Nephrolepis cordifolia Southern Sword Fern 36" O.C. M BER Berberis aquifolium repens Creeping Barberry 36" oc5 gal L PLANTING DESIGN NOTES:
· The above plants have been selected as being representative of the overall planting design intent, but does not preclude use of other appropriate planter material. The landscape shall incorporate plants that are tolerant of the challenging conditions of the site and that are appropriate to the local climate. · All trees shall be a minimum of 24" box size. All shrubs and vines shall be a minimum of 5 gallon size. All groundcover shall be a minimum of 1 gallon size.
· All planted areas are to be watered with an approved automatic underground irrigation system. The system shall be designed to make efficient use of water through conservation techniques, and be in compliance with the State's and Water District's rules and regulations for water service and water use. · Water use value based on WUCOLS (Water Use Classification of Landscape Species) IV, 2014 edition. 36"boxHAN HEP Handroanthus heptaphyllus Pink Trumpet Tree Mediumstandard 24"boxSTR REG Strelitzia nicolai Giant Bird of Paradise Lowmulti 1 galSAU Sesleria autumnalis Autumn Moor Grass 24" O.C. L CEL 5 gal Chondropetalum elephantium Large Cape Rush 42" O.C. L SMA Senecio mandraliscae1 gal Blue Chalk Sticks - L

PLANTING NOTES

1. All work shall be performed by persons familiar with planting work and under supervisions of a qualified planting foreman.

2. Plant material locations shown are diagrammatic and may be subject to change in the field by the Landscape Architect before the maintenance period begins.

3. All trees are to be staked as shown in the staking diagrams.

4. All tree stakes shall be cut 6" above tree ties after stakes have been installed to the depth indicated in the staking diagrams. Single stake all conifers per tree staking diagram.

5. Plant locations are to be adjusted in the field as necessary to screen utilities but not to block windows nor impede access. The Landscape Architect reserves the right to make minor adjustments in tree locations after planting at no cost to the Owner. All planting located adjacent to signs shall be field adjusted so as not to interfere with visibility of the signs.

6. The Landscape Architect reserves the right to make substitutions, additions, and deletions in the planting scheme as felt necessary while work is in progress. Such changes are to be accompanied by equitable adjustments in the contract price if/when necessary and subject to the Owner's approval.

7. All planting areas, including planter pots, except lawns and storm-water treatment zones (as defined by the civil engineer), shall be top-dressed with a 3" layer of recycled wood mulch, "Muir Woods Brown Mulch" by WM Earthcare (877.963.2784; wmearthcare.com) or approved equal. Submit sample to Landscape Architect for review prior to ordering. Hold all mulch six (6) inches from all plants where mulch is applied over the rootball.

8. All street trees to be installed in accordance with the standards and specifications of the City of San Mateo, CA. Contractor to contact the city arborist to confirm plant type, plant size (at installation), installation detailing and locations prior to proceeding with installation of street trees. Contractor is to obtain street tree planting permit from the city, if a permit is required, prior to installation of street trees. Contractor is to consult with the Landscape Architect during this process.

9. Plants shall be installed to anticipate settlement. See Tree and Shrub Planting Details.

10. All trees noted with 'deep root' and those planted within 5'-0" of concrete paving, curbs, and walls shall have deep root barriers installed per manufacturer's specifications. See specifications and details for materials, depth of material, and location of installation.

11. The Landscape Contractor shall arrange with a nursery to secure plant material noted on the drawings and have those plants available for review by the Owner and Landscape Architect within thirty (30) days of award of contract. The Contractor shall purchase the material and have it segregated and grown for the job upon approval of the plant material. The deposit necessary for such contract growing is to be born by the Contractor.

12. The project has been designed to make efficient use of water through the use of drought tolerant plant materials. Deep rooting shall be encouraged by deep watering plant material as a part of normal landscape maintenance.

The irrigation for all planting shall be limited to the amount required to maintain adequate plant health and growth. Water usage should be decreased as plants mature and become established. The irrigation controllers shall be adjusted as necessary to reflect changes in weather and plant requirements.

13. The Landscape Contractor shall verify the location of underground utilities and bring any conflicts with plant material locations to the attention of the Landscape Architect for a decision before proceeding with the work. Any utilities shown on the Landscape drawings are for reference and coordination purposes only. See Civil Drawings.

14. The design intent of the planting plan is to establish an immediate and attractive mature landscape appearance. Future plant growth will necessitate trimming, shaping and, in some cases, removal of trees and shrubs as an on-going maintenance procedure.

15. Install all plants per plan locations and per patterns shown on the plans.

Install all shrubs to ensure that anticipated, maintained plant size is at least 2'-0" from the face of building(s) unless shown otherwise on the plans. Refer to Plant Spacing Diagram for plant masses indicated in a diagrammatic manner on the plans. Refer to Plant Spacing Diagram for spacing of formal hedge rows.

16. Contractor to provide one (1) Reference Planting Area for review by Landscape Architect prior to installation of the project planting. The Reference Planting Area shall consist of a representative portion of the site of not less than 900 (nine hundred) square feet. Contractor to set out plants, in containers, in the locations and patterns shown on the plans, for field review by the Landscape Architect. The Reference Planting Area will be used as a guide for the remaining plant installation.

17. The Maintenance Period(s) shall be for 60 (sixty) days. Portions of the installed landscape of a project may be placed on a maintenance period prior to the completion of the project at the Owner's request and with the Owner's concurrence.

18. Contractor to verify drainage of all tree planting pits. See Planting Specifications. Install drainage well per specifications and Tree Planting Detail(s) if the tree planting pit does not drain at a rate to meet the specifications.

19. Contractor shall remove all plant and bar code labels from all installed plants and landscape materials prior to arranging a site visit by the Landscape Architect.

20. Versicell Drainage panel or approved equal is to be installed in all on-structure planters and all pre-cast planters/pots as shown in the drawings.

Material available through: Tournesol, CA 800-542-2282. All drainage panels shall be completely covered with filter fabric as shown in the drawings and per manufacturer's specifications.

21. All tree rootballs shall be irrigated by water jet during the sixty (60) day maintenance period established by specifications. This irrigation shall occur each time normal irrigation is scheduled.

22. The Landscape Contractor shall, as a part of this bid, provide for a planting allowance for the amount of $3,000.000 (Three Thousand Dollars) to be used for supplying and installing additional plant material as directed by the Landscape Architect and approved by the Owner in writing. The unused portion of the alllowance shall be returned to the Owner at the beginning of the maintenance period.

23. The contractor is required to submit plant quantities and unit prices for all plant materials as a part of the bid.

24. Assume 15 gallon plant for any un-labelled or un-sized tree; 5 gallon plant for any un-labelled or un-sized shrub; and 1 gallon @ 18" o.c. for any un-labelled ground cover.

25. Assume 5 gallon plant size at 36" o.c. for all planting beds not provided with planting callouts or planting information.

26. The planting areas on grade shall be ripped to a depth of 8" to reduce compaction. The native subgrade soil shall be treated with 100 lbs of gypsum/1000 sf and leached to improve drainage and reduce the soil interface barrier. Contractor shall coordinate this work with other trades.

This is subject to the final recommendations of the soils test (see below) and review by the Landscape Architect and the Owner.

27. All planting areas on grade are to receive Vision Comp OMRI Listed Compost by Vision Recycling, (510) 429-1300, or approved equal, at the rate of 6 cubic yards/1000 square feet, evenly tilled 6" deep into the soil to finish grade. All planting areas shall have 6-20-20 Commercial Fertilizer at 25lbs/1000 square feet evenly distributed into the soil. This is subject to the final recommendations and review of the soils test (see below) by the Landscape Architect and the Owner.

28. Planting pits are to be backfilled with a mixture of 50% native soil and 50% amended native soil per note #5 above.

29. The General Contractor is to provide an agricultural suitability analysis for representative samples of on-site rough graded soil and any imported topsoil.

Recommendations for amendments contained in this analysis are to be carried out before planting occurs. Such changes are to be accompanied by equitable adjustments in the contract price if/when necessary. See specifications for testing procedure.

30. For built in place planters on structure, use imported regular weight soil mix.

31. For planter pots, use lightweight soil mix / see written specifications.

32. See civil drawings for imported storm water treatment area soil. Contractor to provide agricultural suitability analysis of the soil with amendment recommendations to the Landscape Architect for review.

COMPACT COMPACT COMPACT COMPACTCOMPACT

LOADING AREA
TRASH
36"x23"
DN
JUNE 23, 2023477 9TH AVE SAN MATEO, CALIFORNIA
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-4.1IRRIGATION HYDROZONE PLAN

CLUB ROOM
(2ND FLOOR SHOWN)

GARAGE DRIVEWAY
North
0 15 30 60
9TH AVE
S. CLAREMONT ST
2ND FLOOR

COURTYARD

WATER USE LEGEND
WUCOLS Low 3,102 sq ft (total 3 levels)
WUCOLS Moderate 880 sq ft (total 3 levels)
WUCOLS High 0 sq ft
Water Features 78 sq ft
Special Landscape Area 0 sq ft

PROPERTY LINE

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-4.2IRRIGATION NOTES AND LEGENDS

PRELIMINARY IRRIGATION SYSTEM LEGEND
IRRIGATION BACKFLOW PREVENTION DEVICE - FEBCO-825Y-BV
IRRIGATION SUPPLYLINE- 2" AND LARGER -1120/CLASS 315 PVC PIPE -18" COVER IRRIGATION SUPPLYLINE-1.5" & SMALLER -1120/SCHEDULE 40 PVC PIPE -18" COVER IRRIGATION SPRINKERLINE -1120/CLASS 200 PVC PIPE -12" COVER ELECTICAL CONDUIT -1120/SCHEDULE 40 ELECTRICAL CONDUIT -24" COVER SLEEVING -1120/SCHEDULE 40 PVC PIPE -24" COVER

E E E E E

COMPACT COMPACT COMPACT COMPACTCOMPACT

LOADING AREA
TRASH
UP
UP
UP
38 37
36 40
35 22
21 347 45 2 44
19 18
12 13
11 30
32 33
29 31
25 24
28 27
26 9
8 7
6 5
4 23
48 14
15 16
39 41 42
43 1
20 4649
34 10
17 Tree Protection
Fencing, Typ.

Tree Protection Fencing, Typ.

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.1TREE DISPOSITION PLAN
North
0 15 30 60
S. CLAREMONT ST
TREE LEGEND:

EXISTING TREE TO REMAIN

EXISTING TREE TO BE REMOVED

TREE PROTECTION FENCING

PROPERTY LINE

L-5.2TREE DISPOSITION NOTES AND LEGENDS

1. See Tree Disposition Plan for trees to be removed and to remain.

2. Refer to Arborist Report page 8, 9, 10 and Landscape sheets L5.6, L5.7, L-5.17 & L-5.18 for Tree protection requirement.

3. Refer to Arborist Report for other tree disposition notes and recommendations.

TREE PROTECTION/DISPOSITION NOTES
JUNE 23, 2023477 9TH AVE SAN MATEO, CALIFORNIA
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 JUNE 23, 2023477 9TH AVE SAN MATEO, CALIFORNIA All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.3TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.4TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.5TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.6TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.7TREE DISPOSITION NOTES AND LEGENDS

L-5.8TREE DISPOSITION NOTES AND LEGENDS
JUNE 23, 2023477 9TH AVE SAN MATEO, CALIFORNIA
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.9TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.10TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.11TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.12TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.13TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.14TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.15TREE DISPOSITION NOTES AND LEGENDS

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-5.16TREE DISPOSITION NOTES AND LEGENDS

COMPACT COMPACT COMPACT COMPACTCOMPACT

LOADING AREA
TRASH
27'-9"
27'-3"
11'-6"
50'
11'-9"
19'-10"
13'-6"
A A
36"x23"
DN
31'
29'-2"
13'-8"
28'-9"
12'12'
25'-6"
31'-8"
JUNE 23, 2023477 9TH AVE SAN MATEO, CALIFORNIA
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.

THE
*8==ARDO
PARTNERSHIP INC.

LanGVFaSe ArFKiteFtV LanG PlannerV
Date
PaulT. Lettieri No.1918
Renewal Date
06-30-23

STATE OF CALIFORNIA

LICENSEDLANDSCAPE ARCHITECT

06.02.23 L-6.1LANDSCAPE PARK CREDITS AREAS

CLUB ROOM
(2ND FLOOR SHOWN)

GARAGE DRIVEWAY
North
0 15 30 60
9TH AVE
S. CLAREMONT ST
2ND FLOOR

COURTYARD
DOG PARK / RUN AREA: 588 SQ FT

PROPERTY LINE

OUTDOOR SEATING AREA
(ROOF): 270 SQ FT

OUTDOOR SEATING/STUDY
AREA (PODIUM): 395 SQ FT

OUTDOOR LOUNGE / GAMES
AREA (PODIUM): 635 SQ FT

OUTDOOR EATING AREA
(PODIUM): 411 SQ FT

OUTDOOR SEATING/LOUNGE
AREA (PODIUM): 570 SQ FT

OUTDOOR EATING AREA
(PODIUM): 422 SQ FT

FRONT-LOAD TRUCK STUDY
ENTERING AND EXITING SITESCALE: NTS
U-LINE MODEL H-1615 COLLAPSIBLE

WIRE CONTAINER W/ CASTERS FOR

CARDBOARD COLLECTION

AT PARKING CORRIDOR -

COORDINATE WITH ARCHITECT

FRONT-LOAD

COLLECTION VEHICLE

SHOWN ENTERING SITE

FRONT-LOAD

COLLECTION VEHICLE

SHOWN EXITING SITE

MIXED-USE TRASH ROOM
SEE SHEET TR1.1

WHEEL PATH

ENVELOPE FORWARD
35ft Front End Loader
35ft Front End Loader
35ft Front End Loader
35ft Front End Loader
35ft Front End Loader
35ft Front End Loader35ft Front End Loader
35ft Front End Loader
35ft Front End Loader
35ft Front End Loader
35ft Front End Loader
35ft Front End Loader
UP
UP
UP

FRONTFRONT
77 T5
T5
F52
F52
T5
F52
T5
T5
T5 F52F52
F52
F52

COMPACT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
TS
100
PLNPLN
PLW
PLSPLS

2.13.14.15.16.17.18.110.111.1
A.1
B.5
C.2
C.5
D.5
D.6
E.5
H.1
9'-3"50'-9 1/2"28'-0"15'-0"27'-5 3/4"14'-0"28'-0"16'-1 3/4"41'-4" 179'-5"
25'-2 1/2"67'-1 1/2"27'-6"27'-6"27'-6"27'-7"26'-9"50'-1 7/8"33'-10 1/4" 287'-11 5/8"
A.5

9.1 +0'-9"

7.5%15.0%

ADJACENT
BLDG
9TH AVE

CALTRAIN RAILROAD TRACKS
S. CLAREMONT ST
41' - 0"
40' - 7"
25' - 0"

PROPOSED
OFFICE

RESTROOM

DRIVE AISLE
24' - 0"
RAMP
24' - 0"

18.49'

20.90 22.30'

19.60'

GARAGE ACCESS
GATE DN1.13%

DRIVE AISLE
24' - 0"
DNDN
DN20.90'

22.68'

19.90'

18.49'
DN
DN

21.50'

22.25'
2% Max.
15'-9 3/4"16'-0"
17'-0"
16'-8"30'-2 3/4"
10113 14
114 BIKES
5'-0" 5'-0"

19.60'19.60'

20.10'20.06'

19.80 GUEST

22.30 19.68

20.90 20.90

22.30'
5' - 0"
2% Max.

DRIVE AISLE
24'-0"
8' - 6"
W
R
35ft Front End Loader
Overall Length35.000ft
Overall Width8.330ft
Overall Body Height1.400ft
Min Body Ground Clearance1.400ft
Track Width8.000ft
Lock-to-lock time4.00s
Curb to Curb Turning Radius32.000ft
GENERAL NOTES.

1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE

HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT.

2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN

IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE

PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES.

All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220
EMERYVILLE, CALIFORNIA 94608
P: 415.292.5400
F: 415.292.5410
[email protected]

SAN MATEO, CA
TR0.1
06/23/23 477 9TH AVE
As Indicated
TRUE 0' 0'30'60'
June 23, 2023
SU-30 - Single Unit Truck
Overall Length30.000ft
Overall Width8.000ft
Overall Body Height13.500ft
Min Body Ground Clearance1.367ft
Track Width8.000ft
Lock-to-lock time5.00s
Max Steering Angle (Virtual)31.80°
30 420
GENERAL NOTES.

1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE

HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT.

2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN

IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE

PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES.

SU-30 TRUCK STUDY
ENTERING AND EXITING SITESCALE: NTS
SU-30 TRUCK

SHOWN ENTERING SITE
SU-30 TRUCK

SHOWN EXITING SITE
SU-30 - Single Unit Truck
SU-30 - Single Unit Truck
SU-30 - Single Unit TruckSU-30 - Single Unit Truck
SU-30 - Single Unit Truck
SU-30 - Single Unit Truck
SU-30 - Single Unit Truck
SU-30 - Single Unit Truck
SU-30 - Single Unit TruckSU-30 - Single Unit Truck
SU-30 - Single Unit Truck
SU-30 - Single Unit Truck
U-LINE MODEL H-1615 COLLAPSIBLE

WIRE CONTAINER W/ CASTERS FOR

CARDBOARD COLLECTION

AT PARKING CORRIDOR -

COORDINATE WITH ARCHITECT

MIXED-USE TRASH ROOM
SEE SHEET TR1.1

WHEEL PATH

ENVELOPE FORWARD
UP
UP
UP

FRONTFRONT
77 T5
T5
F52
F52
T5
F52
T5
T5
T5 F52F52
F52
F52

COMPACT

LOADING AREA
TRASH

CONCRETE
STRESS
PAD
TS
100
PLNPLN
PLW
PLSPLS

9.1 +0'-9"

7.5%15.0%

ADJACENT
BLDG
9TH AVE

CALTRAIN RAILROAD TRACKS
S. CLAREMONT ST
41' - 0"
40' - 7"
25' - 0"

PROPOSED
OFFICE

RESTROOM

DRIVE AISLE
24' - 0"
RAMP
24' - 0"

18.49'

20.90 22.30'

19.60'

GARAGE ACCESS
GATE DN1.13%

DRIVE AISLE
24' - 0"
DNDN
DN20.90'

22.68'

19.90'

18.49'
DN
DN

21.50'

22.25'
2% Max.
15'-9 3/4"16'-0"
17'-0"
16'-8"30'-2 3/4"
10113 14
114 BIKES
5'-0" 5'-0"

19.60'19.60'

20.10'20.06'

19.80 GUEST

22.30 19.68

20.90 20.90

22.30'
5' - 0"
2% Max.

DRIVE AISLE
24'-0"
8' - 6"
W
R
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220
EMERYVILLE, CALIFORNIA 94608
P: 415.292.5400
F: 415.292.5410
[email protected]

SAN MATEO, CA
TR0.2
06/23/23 477 9TH AVE
As Indicated
TRUE 0' 0'30'60'
June 23, 2023
PROJECTED COLLECTION SCHEDULE: COMMERCIAL TRASH ROOM
WASTE - 3CY LOOSE
SERVICE:M
RECYCLING - 3CY LOOSE
TuWThFSa
1 COMPOST - 64G TOTER
Su
TOTAL40 30 0 04
1 111
PROJECTED COLLECTION SCHEDULE: RESIDENTIAL TRASH ROOM
WASTE - 3CY COMPACTED
SERVICE:M
RECYCLING - 3CY COMPACTED
TuWThFSa
1 COMPOST - 2CY LOOSE
Su
TOTAL3 0 20 0 0 2
111
111
222

COMPACTOR

ACCESS DOOR
2CY FL COMPACTOR

CONTAINER

CHUTE DISCHARGE
DOOR, SEE NOTE 14

SINGLE SIDE LATCH FOR

CONTAINER REMOVAL
APOLLO MODEL A500 SSL COMPACTOR
(2) TOTAL, CONTAINER NOT SHOWN

FOR CLARITY
WASTE

CHUTE DISCHARGE DOOR
TYP, SEE NOTE 14

SECTION A-A
30"Ø GALV. STEEL CHUTE
(2) TOTAL, SEE NOTE 7TYP
9 TR2.0

FLOORS BY OTHERS
(S.A.D.) SEE NOTE 2

RECYCLING

BASEMENT LEVEL
(S.A.D.)
LEVEL 1
(S.A.D.)
TYP
9 TR2.0

FLOORS BY OTHERS
(S.A.D.) SEE NOTE 2

BASEMENT LEVEL
(S.A.D.)
LEVEL 1
(S.A.D.)

SECTION B-B
30"Ø GALV. STEEL CHUTE
(2) TOTAL, SEE NOTE 7
HB
9'-3" WIDE ROLL-UP DOOR
A-A
-
3CY FL

COMPACTOR

CONTAINER

RESIDENTIAL
WASTE
3'-0" FIRE

EGRESS DOOR
HB
30"Ø GALV. STEEL
CHUTE (2) TOTAL
APOLLO MODEL A500 SSL
COMPACTOR (2) TOTAL
64G CART

COMMERCIAL

COMPOST
64G CART

COMMERCIAL

COMPOST
OC
2CY FL LOOSE

CONTAINER

RESIDENTIAL

COMPOST
6'-0" WIDE DOUBLE-SWING
DOOR, SEE NOTE 24
W
30A DISCONNECT
(2) TOTAL
PP
AC
120V 15A SERVICE
OUTLET, SEE NOTE 15

MCP OCMCP
FD FD
120V 15A SERVICE
OUTLET, SEE NOTE 15
B-B
SIM
-
SPARE 3CY FL

COMPACTOR

CONTAINER

RESIDENTIAL

RECYCLING
SPARE 3CY FL

COMPACTOR

CONTAINER

RESIDENTIAL
WASTE
2HR FIRE-RATED WALL BY
OTHERS (S.A.D.) SEE NOTE 3

WALL PROTECTION
TYP, SEE NOTE 4
36V WASTE CADDY
SEE NOTE 13
3CY FL LOOSE

CONTAINER

COMMERCIAL

RECYCLING
3CY FL LOOSE

CONTAINER

COMMERCIAL
WASTE

2.1 B.5
R
3CY FL

COMPACTOR

CONTAINER

RESIDENTIAL

RECYCLING

CORRIDOR

SHOWN FOR REFERENCE
ONLY (S.A.D.)

MASON BRA-RED SOUND ISOLATION PADS
(4) TOTAL AT EA FLOOR SUPPORT FRAME
A36 L112" x 112" x 14 x 3'-2" LONG

FLOOR SUPPORT FRAME, TYP
(2) 30"Ø GALV. STEEL CHUTES W/ 34"Ø
FLOOR OPENINGS, SEE NOTE 18

SLIM JIM CONTAINER
SEE NOTE 16

COMPOST
(2) 15x18 B.H. INTAKE
DOORS, SEE NOTE 16
8 TR2.0
SIM
W
R

2.1 B.5
3'-0" VESTIBULE

ACCESS DOOR

MIXED-USE TRASH ROOM PLAN
LEVEL 1SCALE: 18" = 1'-0"
SHEET NOTES:

RESIDENTIAL TRASH ROOM. LEVEL 1.

1. TRASH COLLECTION ROOM IS 2HR FIRE-RATED - RESTRICTED ACCESS.

2. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE (1° MAX) AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTORS.

3. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT 8'-0" AFF.

4. WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF WALLS PER PLAN.

5. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/SF PER 2022 CBC.

6. 9'-3" WIDE ROLL-UP DOOR FOR TRANSFERRING CONTAINERS. INSTALL 3'-0" NFPA COMPLIANT DOOR FOR FIRE EGRESS.

7. (2) 30"Ø 16G GALVANIZED OR GALVANNEALED STEEL CHUTES WITH APOLLO MODEL A500 SINGLE-SIDE LATCH COMPACTORS AND 3CY FL COMPACTOR CONTAINERS FOR WASTE AND RECYCLING DISPOSAL. CHUTES SHALL TERMINATE AT 5'-9" AFF. PROVIDE 3'-0" FL LOOSE CONTAINERS FOR COMPOST DISPOSAL.

8. PP: COMPACTOR POWER PACKS SHALL BE FLOOR-MOUNTED AND STACKED VERTICALLY. (2) 5HP 3-PHASE, 208/230/460V. (2) 30A DISCONNECTS 60" AFF.

9. MCP: CHUTE MASTER CONTROL PANEL SHALL BE WALL-MOUNTED 60" AFF. MUST ALLOW LOCK DOWN OF CHUTE INTAKES FOR EXCHANGING CONTAINERS AND WASHING CHUTES. 120V 15A SERVICE OUTLET REQUIRED. (2) TOTAL.

10. AC: AIR COMPRESSOR (OIL LESS) 4610AC WITH AUTOMATIC TANK DRAIN VALVE. 2 HP PEAK, TWIN TANK CAPACITY 4.6 GALLONS, VOLTAGE @ 60 HZ 110 VOLTS, CURRENT 8.5 AMPS TO POWER THE CHUTE INTAKE DOORS. (1) TOTAL.

11. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. 120V 15A SERVICE OUTLET REQUIRED.

12. HB: HOT AND COLD HOSE BIBB SHALL BE WALL-MOUNTED 60" AFF.

13. PROVIDE A WASTE CADDY FOR TRANSFERRING CONTAINERS. OUTSIDE TURNING RADIUS:
11'-8". INSIDE TURNING RADIUS: 8'-61
2". TRAVEL PATH: 3'-6". HALL WIDTH: 5'-11". STAFF SHALL TRANSFER CONTAINERS TO STAGING AREA FOR PICK-UP DAYS. 120V 15A SERVICE OUTLET REQUIRED. STORE IN RESIDENTIAL TRASH ROOM.

14. CHUTE DISCHARGE DOOR: WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE FIRE- RATED, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION.

15. PROVIDE (1) UNDEDICATED 120V 15A SERVICE OUTLET REQUIRED FOR STAFF MAINTENANCE PURPOSE.

CHUTE INTAKE VESTIBULE. SIMILAR AT LEVELS 3-5.

16. CHUTE INTAKE VESTIBULES SHALL BE 2HR FIRE-RATED WITH 2HR FIRE-RATED ACCESS DOORS. 5'-0" MIN CLEAR REQUIRED PER ADA STANDARDS - RESIDENTIAL ACCESS. POWER TO INTAKE DOORS SUPPLIED BY MCP. PROVIDE (2) 15x18 BOTTOM HINGED, NORMALLY

CLOSED LOW-VOLTAGE, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING DOOR FOR WASTE AND RECYCLING AT EACH FLOOR, SEE DETAIL 3/TR2.0. FOR COMPOST COLLECTION MANAGEMENT TO PROVIDE 23-GALLON 'RUBBERMAID SLIM JIM' CONTAINER OR EQUIVALENT. STAFF TO EMPTY IN 2CY FL LOOSE CONTIANERS DAILY AT TRASH ROOM.

PROVIDE U-LINE MODEL H-1615 COLLAPSIBLE WIRE CONTAINER W/ CASTERS FOR CARDBOARD COLLECTION.

17. 2HR FIRE-RATED FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES.

18. PROVIDE ROUND FLOOR OPENINGS AT CONCRETE FLOORS AND SQUARED FLOOR OPENINGS AT WOOD-FRAME CONSTRUCTION. SEE PLAN FOR DIAMETER OF OPENINGS.

INSTALL FLOOR SUPPORT FRAME AT EACH FLOOR PENETRATION TO SECURE CHUTE. SEE DETAIL 9/TR2.0 FOR ANCHORING. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB - PROVIDED BY MANUFACTURER.

COMMERCIAL TRASH ROOM. LEVEL 1.

19. TRASH COLLECTION ROOM IS 2HR FIRE-RATED - RESTRICTED ACCESS.

20. FLOOR SHALL BE FINISHED WITH WATERPROOF DECK COATING. FLOOR TO HAVE MINIMAL SLOPE (1° MAX) AND FLOOR DRAIN. FLOOR LEVEL UNDER COMPACTORS.

21. WALLS SHALL BE FINISHED WITH WASHABLE WATERPROOF SURFACE SUCH AS FRP OR HIGH-GLOSS ENAMEL PAINT 8'-0" AFF.

22. WALL PROTECTION: 12"Hx6"W CONCRETE CURB AT BASE OF WALLS PER PLAN.

23. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/SF PER 2019 CBC.

24. 6'-0" WIDE DOUBLE-SWING DOOR WITH FLOOR SWEEPS AND HOLD-OPENS FOR TRANSFERRING CONTAINERS. DO NOT INSTALL THRESHOLD.

25. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. 120V 15A SERVICE OUTLET REQUIRED.

26. HB: HOT AND COLD HOSE BIBB SHALL BE WALL-MOUNTED 60" AFF.

27. PROVIDE (1) UNDEDICATED 120V 15A SERVICE OUTLET REQUIRED FOR STAFF MAINTENANCE PURPOSE.

GENERAL NOTES.

1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE

HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT.

2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN

IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE

PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES.

SECTIONS
AT RESIDENTIAL TRASH ROOMSCALE: 18" = 1'-0"

CHUTE INTAKE VESTIBULE
SIMILAR AT LEVELS 3-5SCALE: 18" = 1'-0"
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220
EMERYVILLE, CALIFORNIA 94608
P: 415.292.5400
F: 415.292.5410
[email protected]

SAN MATEO, CA
TR1.1
06/23/23 477 9TH AVE
As Indicated
TRUE 0' 0'30'60'
June 23, 2023
NOTES:

1. 2HR FIRE-RATED FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED. FOR SOUND PROOFING PURPOSES, DOUBLE STUD-WALLS ARE REQUIRED ADJACENT TO OCCUPIED SPACES. INTERIOR OF SHAFT SHALL BE TAPED TO PREVENT ODOROUS AIR LEAKING INTO OCCUPIED SPACES.

2. INTAKE DOOR NOT SHOWN FOR CLARITY.

NOTES:

1. REFER TO MANUFACTURER SPECIFICATIONS FOR ALL OTHER INFORMATION NOT LISTED.

2. (4) MASON BRA-RED SOUND ISOLATION PAD ASSEMBLIES PER FLOOR SUPPORT FRAME.

NOTES:

1. 2022 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP.

2. 2022 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS.

NOTES:

1. ATTACHMENT OF ALL BLOCKING, CURBS, AND OTHER ROOF COMPONENTS SHALL BE DESIGNED AND INSTALLED TO MEET THE MINIMUM REQUIREMENTS OF MANUFACTURER.

2. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR ALL WORK BY OTHERS.

3. SUPPLIED BY VENDOR - INSTALLED BY ROOFER.

CONC SLAB WHERE
OCCURS (S.S.D.)
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.)

TAPE INTERIOR OF CHUTE SHAFT

TO PREVENT ODOROUS AIR LEAKS
(BY OTHERS)

DISCHARGE LEVEL
ANCHOR BOLTS W/ NEOPRENE GROMMETS. PROVIDE

MASON BRA-RED SOUND ISOLATION PADS BELOW
FRAME
CL
A36 FLOOR SUPPORT

FRAME, SEE PLAN
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.)
NO CONTACT BTWN GYP BOARD, FRAMING & CHUTE.

SEAL GAP W/ FLEXIBLE ACOUSTIC RATED FIRE

CAULKING AT PENETRATION THROUGH WALL &

SHAFT, ALL AROUND
5 1
2 42
6 3

D & S UNIT (NTS)
INSTALLED BEHIND F.O. WALL
15x15 ACCESS DOOR (NTS) INSTALLED BY CONTRACTOR

PRIOR TO ERECTING WALL
89 TYP RESIDENTIAL LEVEL
CL

CONC SLAB WHERE
OCCURS (S.S.D.)
A36 FLOOR SUPPORT

FRAME, SEE PLAN
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.)
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.)
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.)
CHUTE INTAKE DOOR: 14" MAX OPENING FROM F.O.

WALL, SEE DETAILS ABOVE & NOTES 4 & 5 FOR

HEIGHT REQUIREMENTS
7 CL
2HR FIRE-RATED WALL
PER SCHEDULE (S.A.D.)

TAPE INTERIOR OF CHUTE SHAFT

TO PREVENT ODOROUS AIR LEAKS

CONC SLAB WHERE
OCCURS (S.S.D.)
A36 FLOOR SUPPORT

FRAME, SEE PLAN
TYP
9 -

FIRE-RATED ACOUSTIC

FLEXIBLE SEALANT

ROOF LEVEL

ROOF FRAMING / ASSEMBLY BY
OTHERS (S.S.D.)

VENT CAP BY OTHERS SEE
NOTE 3 CL

CURB BY OTHERS SEE
NOTE 3

RISER BY OTHERS
SEE NOTE 3
NOTES:

1. PROVIDE HIGH PRESSURE CHUTE WASHDOWN NOZZLE.

2. FILL SANITATION TANK WITH CONCENTRATED DISINFECTING SOLUTION. THE SYPHON HOSE SHOULD REACH THE BOTTOM OF THE SOLUTION CONTAINER. TO FLUSH WITH CLEAR WATER, TURN HANDLE TO THE ON POSITION. FACTORY SETTING OF THE PROPORTIONING VALVE IS FOR 50-GALLONS PER GALLON OF DISINFECTING SOLUTION.

3. NOTE THAT THE ACCESS DOOR AND D & S UNIT ARE SHOWN OUTSIDE OF CHUTE SHAFT FOR CLARITY. ALL WASHDOWN EQUIPMENT WILL BE INSTALLED WITHIN CHUTE SHAFT, ABOVE THE HIGHEST INTAKE. (1) D & S UNIT PER CHUTE.

4. 2022 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP.

5. 2022 CBC - 11B-309.4 OPERATION: CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS.

6. SUPPLIED BY VENDOR - INSTALLED BY PLUMBER.

CHUTE INTAKE DOOR: 14" MAX OPENING FROM F.O.

WALL, SEE DETAILS ABOVE & NOTES 4 & 5 FOR

HEIGHT REQUIREMENTS

FLUSHING SPRAY HEAD BELOW

CHUTE VENT AND ABOVE TOP

CHUTE INTAKE DOOR

FIRE SPRINKLER HEAD AT HIGHEST

INTAKE, LOWEST INTAKE & EVERY

OTHER FLOOR BETWEEN

COAT CHUTE W/ SOUNDCOAT DAUBERT V-DAMP
3680 OR EQUIVALENT; MATCH THICKNESS OF
METAL

PROVIDE MASON BRA-RED SOUND

ISOLATION PADS BELOW FRAME

RIM JOISTS BY
OTHERS (S.S.D.)

PLYWOOD SUBFLOOR
BY OTHERS (S.S.D.)
ASTM A307 516-18UNCx1 CAP SCREW W/

STANDARD WASHER & NEOPRENE
GROMMET, (1) TOTAL PER ASSEMBLY
15 -
15 -

DUCTILE IRON HOUSING

BRIDGE-BEARING

QUALITY NEOPRENE

PROVIDE MASON BRA-RED SOUND

ISOLATION PADS BELOW FRAME

DUCTILE IRON HOUSING

BRIDGE-BEARING

QUALITY NEOPRENE CONC SLAB WHERE
OCCURS (S.S.D.)
38"Ø x 3" RED HEAD OR HILTI KB3 POST-INSTALLED
CONCRETE ANCHOR BOLT, (2) TOTAL EA ASSEMBLY

ARCHITECT SHALL VERIFY WITH RECOMMENDATIONS IN

ACOUSTICS REPORT
A36 FLOOR SUPPORT

FRAME, SEE PLAN

TYPE III FLOOR

CONNECTION

TYPE I FLOOR

CONNECTION
ASTM A307 516-18UNCx1 CAP SCREW W/

STANDARD WASHER & NEOPRENE
GROMMET, (1) TOTAL PER ASSEMBLY
A36 FLOOR SUPPORT

FRAME, SEE PLAN
NOTES:

1. TYPE I FLOOR: TO PREVENT CONCRETE BREAK-OFF, VERIFY MINIMUM DISTANCE WITH STRUCTURAL ENGINEER.

2. ARCHITECT SHALL VERIFY ALL FLOOR SUPPORT FRAME ANCHORING CONNECTIONS WITH RECOMMENDATIONS IN ACOUSTICS REPORT.

CHUTE VENT

AT ROOF LEVEL
CHUTE AIR & SOUND ISOLATION5DISINFECTING & SANITATION UNIT AT HIGHEST INTAKE W/ FIRE SPRINKLERS6CHUTE SHAFT AT INTAKE UPPER LEVELS8

FLOOR SUPPORT FRAME ANCHORING
TYPE I AND TYPE III CONSTRUCTION910 SCALE: NTSSCALE: NTS SCALE: NTS 15MINIMUM CHUTE SHAFT DETAILS

PLAN VIEWS
3SCALE: NTS
SCALE: NTSSCALE: NTSSCALE: NTS
NOTES:

1. INTAKE DOOR AND TRIM SHALL BE REMOVED FOR DOOR MAINTENANCE.

2. BOTTOM HINGED DOORS ARE SELF-CLOSING, NOISELESS, AND SELF-LATCHING. UL CLASSIFIED 90 MINUTE FIRE-RATED DOOR AND FRAME ASSEMBLY AND A TEMPERATURE RISE OF 250° F MAX IN 30 MINUTES.

3. MAX OPENING FOR INTAKE DOOR IS 14" FROM FACE OF FINISHED WALL.

4. 2022 CBC - 11B-404.3.5 HEIGHT: CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP.

6. 18x18 AIR ASSIST ACCESS DOOR IS LARGEST DOOR THAT ATM WILL DESIGN FOR CHUTE INTAKE.

7. ATM WILL NEVER DESIGN A 24x24 INTAKE DOOR AS THESE DOOR SIZES HAVE LED TO FATALITIES.

CHUTE INTAKE DOOR

AT UPPER LEVELS

FRONT VIEW
(WITH TRIM: 16 GA. 430 S.S.)
15x18 BOTTOM-HINGED, NORMALLY CLOSED

LOW-VOLTAGE ELECTRICALLY INTERLOCKED,

AUTOMATIC OPENING INTAKE DOOR

FRONT VIEW
(WITHOUT TRIM)

PLAN VIEW

SECTION VIEW

RED OPEN BUTTON

SATIN CHROME PULL

HANDLE W/ THUMB LATCH
WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE

FIRE-RATED, HORIZONTALLY ROLLING DOOR, HELD OPEN
BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION
14"Ø x 4" HEX HEAD LAG SCREW
(2) TOTAL PER ASSEMBLY
PLUMBING SCHEMATIC LEGEND:

1.34"Ø DOMESTIC HOT WATER INLET WITH VACUUM BREAKER. (SUPPLIED/INSTALLED BY PLUMBING SUBCONTRACTOR).

2. QUARTER-TURN GATE VALVE (SHUT-OFF AND BYPASS), (2) TOTAL. (SUPPLIED/INSTALLED BY PLUMBING SUBCONTRACTOR).

3. PLUMBING DESIGN, MATERIALS, AND INSTALLATION BY OTHERS. (SUPPLIED/INSTALLED BY PLUMBING SUBCONTRACTOR).

4. 24-VDC SOLENOID VALVE (OPTIONAL). NOT NEEDED FOR MANUAL OPERATION. (NOT USED HERE).

5. D & S UNIT: 1-GALLON CONTAINER, MOUNTING BRACKET, AND PROPORTIONAL VALVE AT REMOTE LOCATION. (SUPPLIED/MOUNTED BY CHUTE SUBCONTRACTOR. PLUMBED BY PLUMBING SUBCONTRACTOR).

6. FLUSHING SPRAY HEAD BELOW CHUTE VENT. (SUPPLIED/MOUNTED BY CHUTE SUBCONTRACTOR. PLUMBED BY PLUMBING SUBCONTRACTOR).

7. FIRE SPRINKLER INTERMEDIATE 12" IPS - 155°F, PENDANT GLASS BULB SPRINKLER. FIRE

SPRINKLER AT HIGHEST INTAKE, LOWEST INTAKE, AND EVERY OTHER FLOOR BETWEEN, TO BE STARTED FROM HIGHEST INTAKE - CONNECTION BY OTHERS. (SUPPLIED/MOUNTED BY CHUTE SUBCONTRACTOR. PLUMBED BY FIRE SPRINKLER SUBCONTRACTOR).

8. SIDE-HINGED, UL RATED 90 MINUTE B-LABEL ACCESS DOOR. (SUPPLIED BY CHUTE SUBCONTRACTOR. INSTALLED BY FRAMING SUBCONTRACTOR OR GC).

9. SATIN CHROME PULL-HANDLE. (SUPPLIED/INSTALLED BY CHUTE MANUFACTURE). 3"
2"
3/16"
1-3/8"
1-3/8"
1-5/8"
1-5/8"4-1/4"
2-1/2"
2-1/2"
3 4"
3 4"

MASON BRA-RED MOUNT

ISOMETRIC VIEW
12"Ø HOLES FOR 38"Ø
ANCHOR BOLTS (2) TOTAL

PER ASSEMBLY
EDGE OF FLOOR OPENING:

TYPE I FLOOR

EDGE OF CHUTE
SCALE: NTS
A36 L112"x112"x14x SQ.

FLOOR SUPPORT

FRAME TYP
*SOUND CONSULTANT TO VERIFY DETAILS
AND UPDATE AS NECESSARY*

NOTE THAT THIS IS AN EXAMPLE CHUTE
SHAFT. YOUR CHUTE SHAFT MAY VARY.

REFER TO CHUTE VESTIBULE LAYOUTS ON
SHEETS T0.1 & T0.2 FOR SPECIFIC
INFORMATION.

ANCHOR PAD. SEE
DETAIL 9.

J-RUNNER / J-STRUT 212JR-23

USG SHAFT WALL FRAMING SYSTEM
(CHANNEL AT TOP AND BOTTOM)(BY
OTHER)
1" THICK GYPSUM LINER PANEL
(UL TYPE SLXTM) (BY OTHER)
ACOUSTICAL INSULATION. REFER TO

ACOUSTICAL REPORT FOR
LOCATION R-19 MIN. BATT

INSULATION PER SPECIFICATIONS
AT CONDITIONED AREAS.(BY OTHER)
(2) LAYERS 58" TYPE "X GWB" OR 58" IRE

RATED MOLD AND MOISTURE
RESISTANT GYP BD. @ BATHS &
KITCHENS AND 5
8" DENARMOR @ TUB

LOCATIONS (BY OTHER)

USG SHAFT WALL FRAMING
SYSTEM. E STUD-212ES-23( TYP AT
EACH SIDE OF WALL, BY OTHER)2 LAYERS OF 58" SHEET

ROCK RECOMMENDED
FOR 2HR RATED WALL,
OR EQUIVALENT.

WATER LINE FOR WASHDOWN

RISER IF NOT PROVIDED

ABOVE HIGHEST INTAKE (TBD

BY PLUMBING)

SPRINKLER RISER
(TBD BY FIRE SPRINKLER

DESIGNER)
3 4" CONDUIT FOR AIR

COMPRESSOR
112"Ø HOLES (5) (TYP)
1/2" EMT TO

WASHDOWN SOLENOID

ABOVE HIGHEST
INTAKE. (OPTIONAL)
1" EMT FOR LOW

VOLTAGE POWER
CH METAL STUD (2-1/2") 212CH -23

USG SHAFT WALL FRAMING SYSTEM
(24" O.C TYP) (BY OTHER)

DO NOT INSTALL THIS

FRONT PORTION OF

THE WALL UNTIL

AFTER CHUTES ARE
INSTALLED.
2 LAYERS OF 58" SHEET

ROCK RECOMMENDED
FOR 2HR RATED WALL,
OR EQUIVALENT.

ANCHOR PAD SEE
DETAIL 9.

WATER LINE FOR WASHDOWN

RISER IF NOT PROVIDED

ABOVE HIGHEST INTAKE (TBD

BY PLUMBING)

SPRINKLER RISER
(TBD BY FIRE SPRINKLER

DESIGNER)
3 4" CONDUIT FOR AIR

COMPRESSOR
112"Ø HOLES (5) (TYP)
1/2" EMT TO

WASHDOWN SOLENOID

ABOVE HIGHEST
INTAKE. (OPTIONAL)
1" EMT FOR LOW

VOLTAGE POWER
CH METAL STUD (2-1/2") 212CH -23

USG SHAFT WALL FRAMING SYSTEM
(24" O.C TYP) (BY OTHER)
J-RUNNER / J-STRUT 212JR-23

USG SHAFT WALL FRAMING SYSTEM
(CHANNEL AT TOP AND BOTTOM)(BY
OTHER)
1" THICK GYPSUM LINER PANEL
(UL TYPE SLXTM) (BY OTHER)
ACOUSTICAL INSULATION. REFER TO

ACOUSTICAL REPORT FOR
LOCATION R-19 MIN. BATT

INSULATION PER SPECIFICATIONS
AT CONDITIONED AREAS.(BY OTHER)
(2) LAYERS 58" TYPE "X GWB" OR 58" IRE

RATED MOLD AND MOISTURE
RESISTANT GYP BD. @ BATHS &
KITCHENS AND 58" DENARMOR @ TUB

LOCATIONS (BY OTHER)

USG SHAFT WALL FRAMING
SYSTEM. E STUD-212ES-23( TYP AT

EACH SIDE OF WALL, BY OTHER)

DO NOT INSTALL THIS

FRONT PORTION OF

THE WALL UNTIL

AFTER CHUTES ARE
INSTALLED.

NOTES:

1. ALL HARDWARE PLATED

2. REFER TO MANUFACTURERS SPECIFICATIONS FOR
ALL OTHER INFORMATION NOT INCLUDED.

TYPE I SHAFT

TYPE III SHAFT
WALL PROTECTION CONCRETE CURB1SCALE: NTS
SHEET NOTES. 30"Ø CHUTE DETAILS.

1. 16-GAUGE GALVANIZED / GALVANNEALED STEEL.

2. 2HR FIRE-RATED WALL ASSEMBLIES ENCASING CHUTE SHAFT. FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED.

3. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS TO VERIFY ALL INFORMATION NOT RELATED TO ATM'S SCOPE OF WORK PER AGREEMENT.

4. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB AND SHALL BE PROVIDED BY MANUFACTURER.

GENERAL NOTES.

1. ANY DESIGNS OR SOLUTIONS SHOWN IN DRAWING, EITHER DIRECT OR IMPLIED, ARE

HEREBY CLARIFIED AS EXAMPLES AND SHALL NOT BE CONSIDERED COMPLETE DESIGNS FOR CONSTRUCTION. THESE DRAWINGS ARE INTENDED TO SUPPLEMENT THE SUBMITTAL PACKAGE FROM ARCHITECT.

2. ANY PARTIAL INFORMATION, OMISSIONS, OR INACCURATE DESCRIPTIONS OF WORK SHOWN

IN DRAWINGS, WHICH ARE NECESSARY TO PERFORM THE SCOPE OF WORK, SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLETION OF WORK. ALL WORK SHALL BE

PERFORMED TO SATISFY THE MINIMUM REQUIREMENTS OF THE CURRENT APPLICABLE BUILDING CODES.

3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL BE PROMPTLY NOTIFIED OF ANY INCONSISTENCIES AND/OR DISCREPANCIES.

WALL ASSEMBLY PER
SCHEDULE (S.A.D.)

EPOXY TO LAP OVER CURB AND EXTEND
UPWARD UNDER WALL PANEL 6" (S.A.D.)

EPOXY COVE BASE AND EPOXY
FLOORS PER SCHEDULE (S.A.D.)

CONCRETE SLAB
(S.S.D.)
12"Hx6"W CONCRETE CURB WALL
PROTECTION, SEE NOTE 4

WALL PANEL PER
SCHEDULE (S.A.D.)
*WHEN CALCULATING NUMBER OF

FIRE SPRINKLER HEADS FOR EVERY

OTHER FLOOR ALWAYS START WITH

HIGHEST LEVEL
* FIRE SPRINKLER HEAD

AT HIGHEST LEVEL OF

BUILDING
* FIRE SPRINKLER HEAD

AT LOWEST LEVEL OF

BUILDING

EXAMPLE BUILDING

VERTICAL SECTION VIEW
LEVEL 3
LEVEL 4
LEVEL 5
All drawings and written material appearing herein constitute original, and unpublished work of the architect and may not be duplicated, used or disclosed without the written consent of the architect.AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220
EMERYVILLE, CALIFORNIA 94608
P: 415.292.5400
F: 415.292.5410
[email protected]

SAN MATEO, CA
TR2.0
06/23/23 477 9TH AVE
As Indicated
June 23, 2023

San Mateo City CouncilFebruary 20, 2024

San Mateo City Council
February 20, 2024