Cities Index.
Att 8 - Project Plans

San Mateo City Council
May 18, 2026

Document
Att 8 - Project Plans
Meeting
May 18, 2026
Body
San Mateo City Council
Original file
244.8 MB
Text extracted from the city's file for reading and search. Open the original on sanmateo.primegov.com. That file is the official record.

ADDRESS OF PROJECT:

COMMERCIAL: 401-445 S B STREET
SAN MATEO, CA 94401
RESIDENTIAL 307 E 4TH AVENUE
SAN MATEO, CA 94401
ASSESSOR'S PARCEL NUMBER: 034-179-010, 034-179-020, 034-179-030, 034-179-040, 034-179-050, 034-179-060 EXISTING ZONING DISTRICT: CENTRAL BUSINESS DISTRICT (CBD/R) 2009 DOWNTOWN PLAN AREA: DOWNTOWN RETAIL CORE
LOT SIZE (SQ. FT.): +/- 50,600 SQ. FT.

FLOOR AREA RATIO (FAR): 3.0
ALLOWABLE BUILDING AREA: 151,800 SQ. FT. (3.0 FAR)
FRONT SETBACK: NONE
SIDE SETBACK: NONE
REAR SETBACK: NONE
EXISTING GROSS BUILDING AREA: BUILDING 1 (302 E. 4TH AVE): 5,500 SF BUILDING 2 (407-411 S B ST): 4,152 SF
BUILDING 3 (415-445 S B ST): 36,049 SF
TOTAL: 45,701 SF
PARKING ZONE: CPID LIMITED PARKING ZONE (LPZ)
REQUIRED (SMMC 27.64.100)
RETAIL (1.9/1,000): 23 STALLS
OFFICE (2.6/1,000): 374 STALLS
RESIDENTIAL (0.5/UNIT): 30 STALLS
NOTE: AB2097 RELIEVES PROJECT OF PARKING REQUIREMENTS

PROVIDED

COMMERCIAL RESIDENTIAL
STANDARD: 33 11
COMPACT: 32 0
STACKER: 28 22
ACCESSIBLE (CBC 11B): 4 STD / 1 VAN 1 STD / 1 VAN
ACCESSIBLE EV: 1 STD / 1 VAN 1 VAN
TOTAL: 100 37
EVCS/EV CAPABLE: 25/27 37
NOTE: EV STALLS ARE NOT DISTINGUISHED IN TOTAL

BIKE PARKING

COMMERCIAL
SHORT TERM REQ'D - OFFICE (1/20,000 SF): 8
SHORT TERM REQ'D - RETAIL (1/2,000 SF): 7
LONG TERM REQ'D - OFFICE (1/10,000 SF): 15
LONG TERM REQ'D - RETAIL (1/12,000 SF): 1
PROVIDED SHORT TERM: 16
PROVIDED LONG TERM: 56

RESIDENTIAL
SHORT TERM REQ'D - S & 1 BR (0.05/UNIT): 2
2 BR & 3 BR(0.1/UNIT): 6
LONG TERM REQ'D - S & 1 BR (1/UNIT): 27
2 BR (1.25/UNIT: 28
3 BR (1.5/UNIT): 28
PROVIDED SHORT TERM: 8
PROVIDED LONG TERM: 84

PROJECT SITE
PROPOSED BUILDING AREA PER SMMC 27.04.200:

COMMERCIAL: 1ST FLOOR 30,150 RESIDENTIAL: 1ST FLOOR 12,255 2ND FLOOR 29,070 2ND FLOOR 10,712
3RD FLOOR 29,070 3RD FLOOR 10,747
4TH FLOOR 29,070 4TH FLOOR 10,747
5TH FLOOR 27,572 5TH FLOOR 10,747
6TH FLOOR 17,994 6TH FLOOR 10,747
TOTAL 162,926 SF 7TH FLOOR 10,747
TOTAL 76,702
TOTAL: 239,628 SF (4.74 FAR, INCREASED BY

CA STATE DENSITY LAWS)
2 OPEN SPACE CALCULATIONS PER SMMC 27.38.090 (SEE LANDSCAPE PLANS FOR MORE INFO):

TOTAL NON-RESIDENTIAL AREA: 162,926 SF
REQUIRED OPEN SPACE (1% OF OFFICE AREA) 1,629 SF
TOTAL OPEN SPACE: 2,281 SF (REQ. MET)
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:07 PM
12" = 1'-0"
A0.1

COVER SHEET

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE

GENERAL INFORMATION PARKING CALCULATIONS PROPOSED BUILDING AREA

VICINITY MAP

R ISSUED FOR REFERENCE ONLY

X ISSUED AS PART OF THIS SET
ISSUE LOG KEY:

SHEET # SHEET NAME
PLANNING APPLICATIONPLANNING RESUBMITTALPLANNING RESUBMITTAL#2PLANNING RESUBMITTAL #3ISSUE #5

REMARKS

ARCHITECTURAL
A0.1 COVER SHEET X X X X
A0.2 PROJECT INFORMATION X X X X
A0.3 BASEMENT AND FIRST FLOOR CODE PLANS X X X X
A0.4 SECOND AND THIRD FLOOR CODE PLANS X X X X
A0.5 FOURTH AND FIFTH FLOOR CODE PLANS X X X X
A0.6 SIXTH FLOOR CODE PLAN X X X
A0.7 RENDERINGS X X X X
A0.8 RENDERINGS X X X X
A0.9 RENDERINGS X X X X
A0.10 RENDERINGS X X X X
A0.11 RENDERINGS X X X X
A0.12 NEIGHBORHOOD CONTEXT X X X X
A0.13 SHADOW STUDIES X X X X
A0.14 SHADOW STUDIES X X X X
A0.15 SHADOW STUDIES X X X X
A0.16 FLOOR AREA PLANS X X X
A0.17 FLOOR AREA PLANS X X X
A0.18 FLOOR AREA PLANS X X X
A0.19 FLOOR AREA PLANS X X X
A0.20 BUILDING MASSING DIAGRAMS X X X
A0.21 BUILDING MASSING DIAGRAMS X X X
A0.22 ALLOWABLE OPENINGS X X
A1.0 EXISTING SITE PLAN X X X X
A1.1 PROPOSED SITE PLAN X X X X
A2.0 BASEMENT PLAN X X X X
A2.1 FIRST FLOOR PLAN X X X X
A2.2 SECOND FLOOR PLAN X X X X
A2.3 THIRD FLOOR PLAN X X X X
A2.4 FOURTH FLOOR PLAN X X X X
A2.5 FIFTH FLOOR PLAN X X X X
A2.6 SIXTH FLOOR PLAN X X X
A2.7 ROOF PLAN X X X X
A3.0 EXTERIOR ELEVATIONS X X X X
A3.1 EXTERIOR ELEVATIONS X X X X
A3.2 STOREFRONT OPTIONS AND SECTIONS X X X
A3.3 MATERIAL BOARD, ENLARGED PLANS, ELEVATIONS X X X X A4.0 BUILDING SECTIONS X X X X
A5.0 ACCESSIBILITY DETAILS X X X X
A5.1 ACCESSIBILITY DETAILS X X X X
SURVEY
. TOPOGRAPHIC SURVEY X X X X
CIVIL
C1.00 EXISTING CONDITIONS X X X X
C2.00 CONCEPT GRADING AND DRAINAGE X X X X
C2.10 CONCEPT STREET IMPROVEMENT SITE PLAN X X X X
C3.00 CONCEPT DEMO UTILITIES X X X X
C3.01 CONCEPT UTILITIES X X X X
C4.00 CONCEPT STORMWATER MANAGEMENT PLAN - ON-SITE X X X X C4.01 CONCEPT STORMWATER MANAGEMENT PLAN - OFF-SITE X X X X C5.00 CONCEPT STORM DRAIN CAPACITY STUDY X X X X
C6.00 CONCEPT TURINING ANALYSIS STUDY X X X X

PARKING
PK1.0 RESIDENTIAL ENTRY-EXIT X
PK1.1 COMMERCIAL ENTRY-EXIT X
PK1.2 COMMERCIAL EXIT / BY PASS X
PK2.0 PARKING OPERATIONS NARRATIVE X
PK3.0 SEMI AUTOMATIC PARKING SYSTEM X
PK3.1 ELECTRONIC OPERATING SYSTEM X
PLANNING APPLICATION SUBMISSION FOR:

BESPOKE
401-445 S B STREET
SAN MATEO, CA 94401

SHEET INDEX
4TH & RAILROAD
307 E 4TH AVENUE
SAN MATEO, CA 94401
PLANNING APPLICATION SUBMISSION FOR:

R ISSUED FOR REFERENCE ONLY

X ISSUED AS PART OF THIS SET
ISSUE LOG KEY:

SHEET # SHEET NAME
PLANNING APPLICATIONPLANNING RESUBMITTALPLANNING RESUBMITTAL#2PLANNING RESUBMITTAL #3ISSUE #5

REMARKS

LANDSCAPE
L0.0 OPEN SPACE DIAGRAMS X X X X
L0.1 ARBORIST REPORT X X X
L0.2 ARBORIST REPORT X X X
L0.3 ARBORIST REPORT X X X
L0.4 TREE PLANTING FORM X X X
L0.5 TREE DISPOSITION PLAN X X
L1.0 LANDSCAPE PLAN, GROUND LEVEL X X X X
L1.1 LANDSCAPE PLAN, 6TH LEVEL X X X X
L2.0 IRRIGATION PLAN, GROUND LEVEL X X X X
L2.1 IRRIGATION PLAN, 6TH LEVEL X X X X
L2.2 IRRIGATION NOTES AND LEGEND X X X X
TRASH
T0.0 COMMERCIAL TRASH ROUTE/STAGING PLAN X X
T0.1 COMMERCIAL TRASH ROOM PLAN X X

RESIDENTIAL ARCHITECTURAL
AR0.01 PROJECT INFORMATION X X X X
AR0.11 FLOOR AREA PLANS X
AR0.31 EGRESS DIAGRAM FLOOR 1 X X X
AR0.32 EGRESS DIAGRAM FLOOR 2 X X X
AR0.33 EGRESS DIAGRAM FLOOR 3-7 X X X
AR0.34 EGRESS DIAGRAM ROOF X X X
AR0.41 ALLOWABLE AREA & OPENINGS X X X
AR0.42 ALLOWABLE AREA & OPENINGS X X X
AR0.43 ALLOWABLE AREA & OPENINGS X X X
AR1.00 SITE PLAN X X X X
AR2.01 FLOOR 1 PLAN X X X X
AR2.02 FLOOR 2 PLAN X X X X
AR2.03 FLOORS 3-7 PLAN X X X X
AR2.04 ROOF PLAN X X X X
AR3.01 BUILDING MATERIAL ELEVATIONS X X X X
AR3.02 PERSPECTIVE VIEW RENDERINGS X X X X
AR3.03 MATERIAL BOARD X X X X
AR3.05 UNIT NATURAL LIGHT CONDITIONS X X X
AR3.06 UNIT NATURAL LIGHT CONDITIONS X X
AR3.10 BUILDING ELEVATIONS X X X
AR3.20 BUILDING SECTIONS X X X X
AR3.21 STREET WALL SECTION EXHIBITS X X X X
AR10.40 WINDOW & STOREFRONT TYPES X X X
AR10.41 WINDOW DETAI LS X X X

RESIDENTIAL LANDSCAPE
LR1.0 LANDSCAPE PLAN LEVEL 2 AMENITY TERRACE X X X X
LR1.1 LANDSCAPE RENDERINGS AMENITY TERRACE X X X X
LR2.0 IRRIGATION PLAN LEVEL 2 AMENITY TERRACE X X X
LR2.1 IRRIGATION NOTES AND LEGEND X X X

RESIDENTIAL TRASH
TR0.0 RESIDENTIAL TRASH ROUTE/STAGING PLAN X X
TR0.1 RESIDENTIAL TRASH ROOM PLAN X X
TR1.1 SECTIONS AT RESIDENTIAL TRASH ROOM X X
TR2.0 CHUTE DETAILS X X
SHEET TOTAL: 100
1 1
1 1
1 1
1 1
02/01/202309/22/202302/01/202309/22/2023
1 1
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 2
2 2
2 2
01/29/202401/29/2024
2 2
2 2
3 06/10/202406/10/2024
3 3
3 3

OPEN SPACE CALCULATIONS
3 3
2022 CALIFORNIA BUILDING STANDARDS CODE (TITLE 24), EFFECTIVE JANUARY 1, 2023:
• PART 1 - CALIFORNIA ADMINISTRATIVE CODE
• PART 2 - CALIFORNIA BUILDING CODE, VOLUMES 1 AND 2
• PART 2.5 - CALIFORNIA RESIDENTIAL CODE
• PART 3 - CALIFORNIA ELECTRICAL CODE
• PART 4 - CALIFORNIA MECHANICAL CODE
• PART 5 - CALIFORNIA PLUMBING CODE
• PART 6 - CALIFORNIA ENERGY CODE
• PART 7 –VACANT/ NOT USED
• PART 8 - CALIFORNIA HISTORICAL BUILDING CODE
• PART 9 - CALIFORNIA FIRE CODE
• PART 10 - CALIFORNIA EXISTING BUILDING CODE
• PART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE) • PART 12 - CALIFORNIA REFERENCED STANDARDS CODE
• CAL/ OSHA – TITLE 8, 2019 ELEVATOR SAFETY CODE
• STANDARD SPECIFICATIONS AND DETAILS AND OTHER APPLICABLE REGULATIONS ISSUED BY AGENCIES HAVING JURISDICTION OVER THE PROJECT.
• THE WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF THE CODES ND REGULATIONS LISTED ABOVE, NCLUDING

SUPPLEMENTS AND AMENDMENTS IN EFFECT AT THE TIME THE DOCUMENTS WERE ISSUED NOTES:

1. REQUIREMENTS PER 2022 CPC TABLE 422.1.

2. SQUARE FEET AREAS SHOWN ARE USABLE SPACES LESS ACCESSORY AREAS (HALLWAYS, RESTROOMS, STAIR ENCLOSURE, UTILITY ROOMS AND STORAGE ..) PER CPC TABLE A EXCEPTION

3. OCCUPANT LOAD FACTORS:

A. ASSEMBLY; A3 30 SF
B. OFFICE; B 150 SF
C. MERCANTILE; M 100 SF

FIXTURES REQUIRED

WOMEN MEN DF
OCC
(M/W)

OCC AREA
GROUP
LEVEL

FIXTURES REQUIRED TOTAL
FLR 3 B 27,656 SF 93/93 1
LOAD
FACTOR
150
409/409 25 WC / 13 LAVS 13 WC / 7 UR / 12 LAVS 8
4 WC / 2 LAVS 2 WC / 1 UR / 2 LAVS
FIXTURES PROVIDED 24 WC / 12 LAVS 12 WC / 12 UR / 12 LAVS 12

4. CPC 2022 - 422.0 - 3 THE TOTAL NUMBER OF REQUIRED WATER CLOSETS FOR FEMALES SHALL BE NOT LESS THAN THE TOTAL NUMBER OF REQUIRED WATER CLOSETS AND URINALS FOR MALES. [BSC] THIS

REQUIREMENT SHALL NOT APPLY WHEN SINGLE OCCUPANCY TOILET FACILITIES ARE PROVIDED FOR EACH SEX IN AN A OR E OCCUPANCY WITH AN OCCUPANT LOAD OF LESS THAN 50. EITHER THE REQUIRED URINAL

SHALL BE PERMITTED TO BE OMITTED OR IF INSTALLED, THE URINAL SHALL NOT REQUIRE A SECOND WATER CLOSET TO BE PROVIDED FOR THE FEMALE.

5. RESTROOMS SERVING M OCCUPANCY SPACES WILL BE PROVIDED AS PART OF FUTURE TENANT IMPROVEMENTS.

FLR 2 B 27,061 SF 91/91 4 WC / 2 LAVS 2 WC / 1 UR / 2 LAVS 1 2 WC / 1 LAVS 1 WC / 1 UR / 1 LAVS
FLR 1 M 100 12,992 SF 65/65 1
FLR 1 B 150 6,615 SF 23/23 1
1 WC / 1 LAVS 1 WC / 0 UR / 1 LAVS
FLR 4 B 27,644 SF 93/93 4 WC / 2 LAVS 2 WC / 1 UR / 2 LAVS 1 FLR 5 B 26,073 SF 87/87 4 WC / 2 LAVS 2 WC / 1 UR / 2 LAVS 1 150
150
150
FLR 1 A3 1,612 SF 30 2 WC / 1 LAVS 1 WC / 1 UR / 1 LAVS 27/27 1 FLR 6 B 16,490 SF 150 55/55 4 WC / 2 LAVS 2 WC / 1 UR / 1 LAVS 1 1 2

PROJECT SITE
THIS SET OF DRAWINGS IS FOR A NEW 6-STORY + BASEMENT OFFICE BUILDING OF APPROXIMATELY 162,870 SF ON B STREET BETWEEN 4TH AVENUE AND 5TH AVENUE IN DOWNTOWN SAN MATEO, CA. THIS PROJECT INCLUDES ON- AND OFF-SITE IMPROVEMENTS INCLUDING GROUND-LEVEL AND TERRACE LANDSCAPING, A CORNER RETAIL PLAZA, AND PUBLIC RIGHT-OFWAY IMPROVEMENTS.

NEW BUILDING CONSTRUCTION WILL PURSUE USGBC LEED GOLD STANDARDS, AND WILL BE IN FULL COMPLIANCE WITH CALIFORNIA GREEN BUILDING CODE. THE BUILDING IS ALSO EXPECTED TO RUN ON ALL-ELECTRIC SYSTEMS WITH A

POTENTIAL EXCEPTION FOR A FUTURE RESTAURANT TENANT AND IS TARGETING A CONSTRUCTION TYPE UTILIZING MASS TIMBER CONSTRUCTION.
2 2
2 2
OCCUPANCY TYPE: B, M
CONSTRUCTION TYPE: III-A (CBC TABLE 503, 601)
SPRINKLERED: YES (TO MEET NFPA 13 STANDARDS)
ALLOWABLE HEIGHT: 85' - 0" (CBC TABLE 504.3)
PROPOSED HEIGHT: 85'-0"
ALLOWABLE NUMBER OF STORIES: 6 STORIES ABOVE GRADE PLANE (CBC TABLE 504.4) PROPOSED NUMBER OF STORIES: 6 (BASEMENT + 6 STORIES ABOVE GRADE) ALLOWABLE BUILDING AREA: SEE BUILDING AREA CALCULATIONS PROPOSED BUILDING AREA: LEVEL 1 30,826 SF
LEVEL 2 29,573 SF
LEVEL 3 30,029 SF
LEVEL 4 30,029 SF
LEVEL 5 28,523 SF
LEVEL 6 18,963 SF
TOTAL 167,943 SF

PROPOSED BUILDING AREA BY USE
RETAIL/RESTAURANT (M): LEVEL 1 13,995 SF
TOTAL: 13,995 SF
LOBBY (A-3): LEVEL 1 1,610 SF
TOTAL: 1,610 SF
OFFICE (B): LEVEL 1 16,021 SF
LEVEL 2 29,573 SF
LEVEL 3 30,029 SF
LEVEL 4 30,029 SF
LEVEL 5 28,523 SF
LEVEL 6 18,963 SF
TOTAL: 153,080 SF
NOTE:

PROPOSED BUILDING TO BE FULLY SPRINKLERED. BASE FIRE SPRINKLER SYSTEM TO MEET NFPA13 REQUIREMENTS 1 2
2 2
2 2
ALLOWABLE AREAS PER FLOOR (CBC TABLE 506.2.2) (CBC 506.3, SEE CALCULATION ADJACENT):

Aa = [At + (NS x If)]
A-3: Aa = [42,000 + (14,000 x .5)] = 49,000 SF
M: Aa = [55,500 + (18,500 x .5)] = 64,750 SF
B: Aa = [85,500 + (28,500 x .5)] = 99,750 SF
ALLOWABLE STORIES (WITH AREA INCREASE) (PER CBC TABLE 504.4) (SM):

A-3: 3 STORIES
M: 5 STORIES
B: 6 STORIES
DESIGNED AREAS (PER FLOOR) (SM):
1ST FLOOR: A-3: 1,610 SF M: 13,253 SF B: 16,021 SF
2ND FLOOR: B: 29,573 SF
3RD FLOOR: B: 30,029 SF
4TH FLOOR B: 30,029 SF
5TH FLOOR B: 28,523 SF
6TH FLOOR B: 18,963 SF
RATIO CHECK PER FLOOR (<1 = ALLOWABLE):
1ST FLOOR: 1,610/49,000 + 13,253/64,750 + 16,021/99,750 = 0.03 + 0.20 + 0.16 = .39 = <1 2ND FLOOR: 29,573/99,750 = 0.30 = <1
3RD FLOOR: 30,029/99,750 = 0.30 = <1
4TH FLOOR: 30,029/99,750 = 0.30 = <1
5TH FLOOR: 28,523/99,750 = 0.29 = <1
6TH FLOOR: 18,963/99,750 = 0.19 = <1
BUILDING TOTAL AREA (SUM OF STORY RATIOS < 2.0 = ALLOWABLE):

0.39 + 0.30 + 0.30 + 0.30 + 0.29 + 0.19 = 1.77 = <2.0
PROPOSED BUILDING STORIES: TOTAL STORIES: 6
A-3: ALLOWABLE: 3 STORIES > 1ST STORY (HIGHEST STORY A-3) M: ALLOWABLE: 3 STORIES > 1ST STORY (HIGHEST STORY M)
B: ALLOWABLE: 6 STORIES = 6TH STORY (HIGHEST STORY B)
NOTE: FLOORS BETWEEN LEVELS WILL BE PROVIDED TO RATING REQUIRED FOR SEPARATED OCCUPANCIES.

TYPE III-A CONSTRUCTION, SPRINKLERED, SEPARATED OCCUPANCIES ALLOWABLE AREAS PER FLOOR (CBC TABLE 506.2) (SM):

A-3: At (SM): 42,000 SF NS: 14,000 SF
M: At (SM): 55,500 SF NS: 18,500 SF
B: At (SM): 85,500 SF NS: 28,500 SF
FRONTAGE INCREASE (CBC 506.3):

PERCENTAGE OF BUILDING PERIMETER ON PUBLIC WAY OR OPEN SPACE: 71.6% SMALLEST PUBLIC WAY OR OPEN SPACE: 30' - 0"
If - FRONTAGE INCREASE FACTOR (CBC TABLE 506.3.3): 0.50 30' - 0" 36' - 2 1/8"
38' - 4 1/8"
31' - 8 1/4"

RAILROAD AVE

S B STREET
4TH AVE5TH AVE

RESIDENTIAL BUILDING
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:10 PM
As indicated
A0.2

PROJECT

INFORMATION

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE

PLUMBING FIXTURE CALCULATIONS PROPOSED BUILDING DATA VICINITY MAP OWNER

DTSM TALBOTS VENTURE, LLC
180 GRAND AVENUE, SUITE 1400
OAKLAND, CA 94612
PH: 510.466.1485

PRESTON O'CONNELL - PARTNER

ARCHITECT

RMW ARCHITECTURE & INTERIORS
30 E. SANTA CLARA STREET, SUITE 200
SAN JOSE, CA 95113
PH: 415.781.9800

RUSS NICHOLS - PRINCIPAL

STRUCTURAL

DCI ENGINEERS
135 MAIN STREET, SUITE 1800
SAN FRANCISCO, CA 94105
PH: 415.781.1505

JEFF BRINK - PRINCIPAL

PROJECT DESCRIPTION
CIVIL

SHERWOOD DESIGN ENGINEERS
2548 MISSION STREET
SAN FRANCISCO, CA 94110
PH: 415.677.7300

RAMY AZAR - CIVIL ENGINEER

LANDSCAPE
PLACE
735 NW 18TH AVENUE
PORTLAND, OR 97209
PH: 503.334.2080

CHARLES BRUCKER - PRINCIPAL

MECHANICAL - ELECTRICAL - PLUMBING

PAE ENGINEERS
48 GOLDEN GATE AVENUE
SAN FRANCISCO, CA 94102
PH: 415.544.7500
MOANA REYNAU - SR. ASSOCIATE

PROJECT TEAM

BESPOKE
401-445 S B STREET
SAN MATEO, CA 94401

APPLICABLE CODES
1 1

FRONTAGE INCREASE CALCULATIONS
1 BUILDING AREA CALCULATIONS
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
1 2
2 DN
DN
UP
FEC
UP
FEC
UP
292' - 5 15/32"
MAX. DIAGONAL DISTANCE
199' -
3"
ACT

UAL EXIT
S
E

PARATIO
N P
ROVID
E
D
22' - 4"

ACTUAL EXIT SEPARATION PROVIDED
22' - 4 1/8"
MAX. DIAGONAL DISTANCE
UP
UP
FEC
FEC
FEC
FEC
FEC
FEC
UP
312' - 8 1/2"
MAX. DIAGONAL DISTANCE
16 9' - 5"
A
CTU
A
L
E

X T I S
E
P
A
RAT
OI N
P
R
O
V
DI E
D
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13

RESIDENTIAL SEE AR SERIES
17 3" 36"

OPENING
34 13" 42"

OPENING
40 6" 36"

OPENING
23 4" 68"

OPENING
23 4" 68"

OPENING
132
20" 72"

OPENING
24 4" 68"

OPENING
20 3" 36"

OPENING
20 3" 81"

OPENING
46 7" 68"

OPENING
9 19
3" 36"

OPENING
22 4" 68"

OPENING
120
18" 36"

OPENING
82 13" 36"

OPENING
79 12" 36"

OPENING
J.5

12.8 E.8
E.9
133
20" 72"

OPENING
1/
436 SF
STAIR 3
B
5 100
1 1/
768 SF
TRASH
ROOM
B
3 300
1 1/
408 SF

TRANSFORMER
ROOM
B
2 300
1 1/
406 SF

TRANSFORMER
ROOM
B
2 300
1 1/
6616 SF
OFFICE
B
45 150
2 1/
1377 SF

SERVICE

CORRIDOR
B
10 150
1 1/
192 SF
WOMEN
RR
B
2 150
1 1/
179 SF
MEN RR
B
2 150
1 1/
104 SF
ELEV
EQMT
B
1 300
1 1/
197 SF

STORAGE
B
1 300
1 1/
627 SF
BIKE

STORAGE
B
3 300
1 1/
39 SF
SHOWER
B
1 300
1 1/
798 SF

CORRIDOR
B
6 150
1 1/
2490 SF
RETAIL
M
46 50
1 1/
3942 SF
RETAIL
M
79 50
1 1/
2350 SF
RETAIL
M
47 50
1 1/
1619 SF
OFFICE
LOBBY
A3
109
15 2
1/
2250 SF
RETAIL
M
45 50
1 1/
1691 SF
RETAIL
M
40 50
1 1/
90 SF
JAN
B
1 150
1 1/
1035 SF

ELECTRICAL
ROOM
B
4 300
1 1/
539 SF
STAIR 1
B
6 150
1 1/
266 SF
STAIR 2
B
3 100
1 1/
244 SF
GARAGE
STAIR
B
3 100
1 8
2" 36"

OPENING
33 13" 72"

OPENING
8 2" 72"

OPENING
107
17" 36"

OPENING
20 3" 68"

OPENING
1/
39 SF
SHOWER
B
1 300
1 1/
58 SF
SHOWER
B
1 300
1 1/
39 SF
SHOWER
B
1 300
1 1/
252 SF
FIRE

CONTROL
B
1 300
1 PATH OF EGRESS ROUTE

MAX DIAGONAL DISTANCE
ACTUAL EXIT SEPARATION, CBC SECTION 1007.1.1, EXCEPTION 2

ILLUMINATED EXIT SIGN WITH

DIRECTIONAL ARROWS (WHERE
SHOWN)
1/
OFFICE
Occupancy
15 150 SF
100
1 ROOM TYPE

OCCUPANCY TYPE

CODE ROOM TAG

LOAD FACTOR

ROOM AREA
NO. OF REQD EXITS

CALCULATED OCCUPANCY LOAD

EGRESS LOADS/WIDTHS FOR EXIT OPENING AND STAIR

ACCESSIBLE ENTRANCE / EXIT WITH ADA COMPLIANT SIGNAGE

FIRE EXTINGUISHER CABINET - RECESSED MOUNTED, UON
FEC

FIRE EXTINGUISHER SEPARATION - ACCESS RADIUS
NTS RANGE OF 75" MAXIMUM
R = 75'
1 - HOUR RATED ROOM
COMMON PATH OF EGRESS TRAVEL, (MAX 100 FEET PER CBC
TBL1006.3.2(2)

REQUIRED POINT OF EGRESS
171
26" 72"

OPENING OR STAIR (WHERE INDICATED)

OCC LOAD SERVED

REQD WIDTH

PROVIDED WIDTH
AE
MAXIMUM EXIT TRAVEL DISTANCE ROUTE (MAX 300 FEET
PER CBC TBL 1017.2)

EGRESS LOADS/WIDTHS FOR EXIT OPENING AND STAIR
(SEE EXIT WIDTH CALCS AT POINT OF EGRESS CHART)
OP-XX

TI AREA NON-RATED

NEW PARTITION, SEE FLOOR PLANS FOR PARTITION TYPE
1 - HOUR RATED PARTITION, SEE FLOOR PLANS FOR PARTITION TYPE 2 - HOUR RATED PARTITION, SEE FLOOR PLANS FOR PARTITION TYPES TRAVEL ROUTE AND DISTANCE TO NEAREST FEC (MAX 75')
2 - HOUR RATED ROOM

TOTAL EGRESS WIDTH TOTAL STAIR WIDTH
FACTOR = 0.15 FACTOR = 0.2

LEVEL OCCUPANT LOAD TOTAL NUMBER OF EXITS

REQUIRED
BASEMENT 228 OCC

REQUIRED PROVIDED PROVIDED REQUIRED PROVIDED
3 3 35" 108" 46" 164"
NOTES:

1. CALCULATIONS IN THIS TABLE ARE BASED ON 2022 CBC SECTION 1005.3

2. EGRESS WIDTHS BASED ON CBC SECTION 1005.3.1 AND 1005.3.2

3. EGRESS WIDTH MEETS CBC SECTION 1005.5 FOR DISTRIBUTION OF MINIMUM WIDTH AND REQUIRED CAPACITY FLR 1 453 OCC 3 14 68" 787" NA NA
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13
HC HC
HC VAN
HC
ELEV
ELEV
ELEV
ELEV
80 COMMERCIAL SPACES
77 12" 36"

OPENING
77 16" 44"
STAIR
76 12" 36"

OPENING
76 16" 60"
STAIR
76 12" 36"

OPENING
76 16" 60"
STAIR
9 HC
C
C
C
C
C
C
C
C
C
C
J.5

12.8 E.8
E.9
14 STALLS
14 STALLS
C C C
1/
362 SF
STAIR 3
B
4 150
1 1/
307 SF
FIRE
PUMP
B
2 300
1 1/
245 SF

EV ELEC
B
1 300
1 1/
199 SF

STACKER
ELEC
B
1 300
1 1/
200 SF

RESIDENTIAL
USE
B
5 150
1 1/
529 SF

PLUMBING
WATER
ROOM
B
2 300
1 1/
42693 SF
OPEN

PARKING
B
216
200
3 C
C
C
C
C
C
C
C
C C
C

C C C C
C C
C C
22 STALLS
1/
309 SF
MPOE
B
2 300
1 1/
156 SF

EXHAUST
FAN
B
1 300
1 1/
266 SF
STAIR 2
B
3 150
1 1/
254 SF
GARAGE
STAIR
B
3 150
1 HC VAN
HC VAN
2 2
2 2
2 3
3 RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:15 PM
As indicated
A0.3

BASEMENT AND FIRST

FLOOR CODE PLANS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1/16" = 1'-0" 2
LEVEL 1 CODE PLAN

OCCUPANT LOAD CALCULATION

EXIT WIDTH CALCULATION

SHEET NOTES LEGEND
Code Plan-Occupancy Schedule - Level 1

NAME OCCUPANCY AREA (SF) LOAD FACTOR OCCUPANT LOAD
BIKE STORAGE B 627 SF 300 3
CORRIDOR B 798 SF 150 6
ELECTRICAL ROOM B 1035 SF 300 4
FIRE CONTROL B 252 SF 300 1
JAN B 90 SF 150 1
MEN RR B 179 SF 150 2
OFFICE B 6616 SF 150 45
OFFICE LOBBY A3 1619 SF 15 108
RETAIL M 3942 SF 50 79
RETAIL M 2350 SF 50 48
RETAIL M 2250 SF 50 46
RETAIL M 1691 SF 50 34
RETAIL M 2490 SF 50 50
SERVICE CORRIDOR B 1377 SF 150 10
SHOWER B 39 SF 300 1
SHOWER B 39 SF 300 1
SHOWER B 58 SF 300 1
SHOWER B 39 SF 300 1
STORAGE B 197 SF 300 1
TRANSFORMER ROOM B 408 SF 300 2
TRANSFORMER ROOM B 406 SF 300 2
TRASH ROOM B 768 SF 300 3
WOMEN RR B 192 SF 150 2
27461 SF 451
1/16" = 1'-0" 1

BASEMENT CODE PLAN
Code Plan-Occupancy Schedule - Basement

NAME OCCUPANCY AREA (SF) LOAD FACTOR OCCUPANT LOAD
EV ELEC B 245 SF 300 1
EXHAUST FAN B 156 SF 300 1
FIRE PUMP B 307 SF 300 2
MPOE B 309 SF 300 2
OPEN PARKING B 42693 SF 200 214

PLUMBING WATER
ROOM
B 529 SF 300 2
RESIDENTIAL USE B 200 SF 150 2
STACKER ELEC B 199 SF 300 1
44637 SF 225

1. SHEET NOTES AND KEY NOTES ARE FOR THE C+S SCOPE OF WORK AND ARE SPECIFIC TO THIS SHEET ONLY, UON THE ITEMS BELOW ARE HIGHLIGHTS ONLY. ALL 2022 CBC REQUIREMENTS SHALL BE ADHERED TO.

2. THE OCCUPANCIES FOR THE TENANT SPACES WERE CALCULATED PER CBC TABLE 1004.1.2.

3. REQUIRED EXITS ARE PLACED AT LEAST 1/3 THE CALCULATED DISTANCE FROM THE FARTHEST POINTS OF THE NEW SPACE. (CBC SECTION 1007.1.1 EXCEPTION 2).

4. MAXIMUM EXIT TRAVEL DISTANCE IS 250'-0" FOR A OCCUPANCY AND 300'-0" FOR B OCCUPANCY; CBC TABLE 1017.2.

5. EGRESS WIDTH CALCULATIONS FOR OPENINGS AND STAIRS IS BASEB UPON CBC, SECTION 1005.3.1 AND 1005.3.2.

6. EXCEPTION 1
- EXIT OPENING WIDTH FACTOR = 0.15 X OCCUPANT LOAD
- STAIR WIDTH FACTOR = 0.2 X OCCUPANT LOAD

7. EGRESS WIDTH AND EXIT COMPONENTS IS BASED UPON CBC SECTION 1005.3.

8. THE NUMBER OF REQUIRED EXITS IS BASED UPON CBC TABLE 1006.2.1.

9. REFER TO DOOR SCHEDULE FOR DOOR AND FRAME TYPES, RATINGS, SIZE AND HARDWARE TYPES.

10. ALL DOORS SHALL HAVE CLEAR WIDTH NOT LESS LESS THAN 32" PER CBC SECTION 1010.1.1, UON.

11. PROVIDE TEMPORARY FIRE EXTINGUISHERS FOR C+S SCOPE OR WORK. LOCATE A MAXIMUM OF 75 FEET FROM ANY

12. LOCATION WITHIN THE PROJECT AREA AND 100 FEET BETWEEN INDIVIDUAL FEC UNITS; 3,000 SF PER CABINET. LOCATE UNITS WHERE SHOWN OR AS DIRECTED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS SHALL COMPLY WITH 2022 CBC SECTION 906 AND TABLE 906.3.1. FIRE
EXTINGUISHERS TO BE MOUNTED ON FREE STANDING PEDESTALS. LARSEN'S MP5 WITH RATING 2A 10B:C, 5 LBS CAPACITY.

13. SIGNAGE SHALL COMPLY WITH CBC 11B-703 FOR SIGNAGE.

14. PROVIDE SYMBOL OF ACCESSIBILITY AT FRONT ENTRANCE.

15. PROVIDE STAIRWELL TACTILE EXIT SIGNAGE PER CODE REQUIREMENT. REFER TO TACTILE SIGNAGE NOTES (2022 CBC SECTION 1023.9 AND 11B-504.8). REFER TO ENLARGED STAIR PLANS.

16. ALL INTERIOR TACTILE EGRESS SIGNAGE TO BE PROVIDE DURING FUTURE TI PHASE.

17. ALL FIRE PROTECTION EQUIPMENT AND ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER

RISERS AND VALVES, OR OTHER SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED BY APPROVED SIGNAGE AND ACCESSIBLE BY FIRE DEPARTMENT PER SECTION 509, 2022 CALIFORNIA FIRE CODE. COORDINATE SIGNAGE REQUIREMENTS AND ACCESS WITH LOCAL FIRE MARSHAL JURISDICTION.

18. PROVIDE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.

19. THE MAXIMUM REQUIRED EXIT SEPARATION IS BASED UPON CBC, SECTION 1007.1.

20. RESTROOM FIXTURE CALCULATION BASED UPON 2022 CPC CODE:

A. REQUIREMENTS PER 1029 CPC TABLE 422.1.

B. AREA SQUARE FOOTAGE SHOWN INCLUDES USABLE SPACES, LESS ACCESSORY AREAS, (HALLWAYS, CIRCULATION, RESTROOM, STAIR ENCLOSURE, UTILITY/STORAGE ROOMS, PER TABLE A EXCEPTION.

C. OCCUPANCY LOAD FACTORS USED INCLUDE:
- ASSEMBLY: A2, A3 = 1/30
- BUSINESS: B = 1/200

21. ALL REQUIRED OCCUPANCY SEPARATIONS FOR THE FUTURE MIXED OCCUPANCY ZONES TO BE DETERMINED DURING THE FUTURE TI SCOPE OF WORK.

RATING REQUIREMENTS
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
22' - 4"

ACTUAL EXIT SEPARATION PROVIDED
22' - 4 1/8"
MAX. DIAGONAL DISTANCE FEC
UP
FEC
UP
FEC
UP
292' - 3 29/32"
MAX. DIAGONAL DISTANCE
132' - 10"
ACTUAL
EXIT

SEPARATION

PROVIDED
DN
FEC
DN
FEC
FEC
FEC
UP DN
FEC
292' - 3 29/32"
MAX. DIAGONAL DISTANCE
132' - 2"
ACTUAL
EXIT

SEPARATION

PROVIDED

PATH OF EGRESS ROUTE

MAX DIAGONAL DISTANCE
ACTUAL EXIT SEPARATION, CBC SECTION 1007.1.1, EXCEPTION 2

ILLUMINATED EXIT SIGN WITH

DIRECTIONAL ARROWS (WHERE
SHOWN)
1/
OFFICE
Occupancy
15 150 SF
100
1 ROOM TYPE

OCCUPANCY TYPE

CODE ROOM TAG

LOAD FACTOR

ROOM AREA
NO. OF REQD EXITS

CALCULATED OCCUPANCY LOAD

EGRESS LOADS/WIDTHS FOR EXIT OPENING AND STAIR

ACCESSIBLE ENTRANCE / EXIT WITH ADA COMPLIANT SIGNAGE

FIRE EXTINGUISHER CABINET - RECESSED MOUNTED, UON
FEC

FIRE EXTINGUISHER SEPARATION - ACCESS RADIUS
NTS RANGE OF 75" MAXIMUM
R = 75'
1 - HOUR RATED ROOM
COMMON PATH OF EGRESS TRAVEL, (MAX 100 FEET PER CBC
TBL1006.3.2(2)

REQUIRED POINT OF EGRESS
171
26" 72"

OPENING OR STAIR (WHERE INDICATED)

OCC LOAD SERVED

REQD WIDTH

PROVIDED WIDTH
AE
MAXIMUM EXIT TRAVEL DISTANCE ROUTE (MAX 300 FEET
PER CBC TBL 1017.2)

EGRESS LOADS/WIDTHS FOR EXIT OPENING AND STAIR
(SEE EXIT WIDTH CALCS AT POINT OF EGRESS CHART)
OP-XX

TI AREA NON-RATED

NEW PARTITION, SEE FLOOR PLANS FOR PARTITION TYPE
1 - HOUR RATED PARTITION, SEE FLOOR PLANS FOR PARTITION TYPE 2 - HOUR RATED PARTITION, SEE FLOOR PLANS FOR PARTITION TYPES TRAVEL ROUTE AND DISTANCE TO NEAREST FEC (MAX 75')
2 - HOUR RATED ROOM
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13

OPEN TO BELOW

RESIDENTIAL SEE AR SERIES
77 12" 36"

OPENING
77 16" 60"
STAIR
77 12" 36"

OPENING
77 16" 60"
STAIR
77 12" 36"

OPENING
9 J.5

12.8 E.8
E.9
1/
249 SF
STAIR 1
B
3 150
1 1/
246 SF
STAIR 2
B
3 150
1 1/
171 SF
IDF
B
1 300
1 1/
182 SF

ELECTRICAL
B
1 300
1 1/
192 SF
WOMEN
RR
B
2 150
1 1/
179 SF
MEN RR
B
2 150
1 1/
252 SF
STAIR 3
B
3 150
1 1/
27061 SF
OFFICE
B
181
150
2 1/
653 SF

TERRACE
B
44 15
1 77
16" 60"
STAIR
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13

RESIDENTIAL SEE AR SERIES
78 12" 36"

OPENING
78 16" 60"
STAIR
79 12" 36"

OPENING
79 16" 60"
STAIR
78 12" 36"

OPENING
78 16" 60"
STAIR
9 J.5

12.8 E.8
E.9
1/
27656 SF
OFFICE
B
185
150
2 1/
249 SF
STAIR 1
B
3 150
1 1/
246 SF
STAIR 2
B
3 150
1 1/
182 SF

ELECTRICAL
B
1 300
1 1/
171 SF
IDF
B
1 300
1 1/
192 SF
WOMEN
RR
B
2 150
1 1/
179 SF
MEN RR
B
2 150
1 1/
252 SF
STAIR 3
B
3 150
1 1/
653 SF

TERRACE
B
44 15
1 TOTAL EGRESS WIDTH TOTAL STAIR WIDTH
FACTOR = 0.15 FACTOR = 0.2

LEVEL OCCUPANT LOAD TOTAL NUMBER OF EXITS

REQUIRED
FLR 2 231 OCC

REQUIRED PROVIDED PROVIDED REQUIRED PROVIDED
3 3 35" 108" 47" 180"
NOTES:

1. CALCULATIONS IN THIS TABLE ARE BASED ON 2019 CBC SECTION 1005.3

2. EGRESS WIDTHS BASED ON CBC SECTION 1005.3.1 AND 1005.3.2

3. EGRESS WIDTH MEETS CBC SECTION 1005.5 FOR DISTRIBUTION OF MINIMUM WIDTH AND REQUIRED CAPACITY FLR 3 235 OCC 3 3 36" 108" 47" 180"
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:18 PM
As indicated
A0.4

SECOND AND THIRD

FLOOR CODE PLANS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE

SHEET NOTES EXIT WIDTH CALCULATION OCCUPANT LOAD CALCULATION LEGEND

KEYNOTES

KEY NOTE SYMBOL USED ON DRAWINGS
Code Plan-Occupancy Schedule - Level 2

NAME OCCUPANCY AREA (SF) LOAD FACTOR OCCUPANT LOAD
ELECTRICAL B 182 SF 300 1
IDF B 171 SF 300 1
MEN RR B 179 SF 150 2
OFFICE B 27061 SF 150 181
TERRACE B 653 SF 15 44
WOMEN RR B 192 SF 150 2
28439 SF 231
1/16" = 1'-0" 1
LEVEL 2 CODE PLAN
1/16" = 1'-0" 2
LEVEL 3 CODE PLAN
Code Plan-Occupancy Schedule - Level 3

NAME OCCUPANCY AREA (SF) LOAD FACTOR OCCUPANT LOAD
ELECTRICAL B 182 SF 300 1
IDF B 171 SF 300 1
MEN RR B 179 SF 150 2
OFFICE B 27656 SF 150 185
TERRACE B 653 SF 15 44
WOMEN RR B 192 SF 150 2
29034 SF 235

1. SHEET NOTES AND KEY NOTES ARE FOR THE C+S SCOPE OF WORK AND ARE SPECIFIC TO THIS SHEET ONLY, UON THE ITEMS BELOW ARE HIGHLIGHTS ONLY. ALL 2022 CBC REQUIREMENTS SHALL BE ADHERED TO.

2. THE OCCUPANCIES FOR THE TENANT SPACES WERE CALCULATED PER CBC TABLE 1004.1.2.

3. REQUIRED EXITS ARE PLACED AT LEAST 1/3 THE CALCULATED DISTANCE FROM THE FARTHEST POINTS OF THE NEW SPACE. (CBC SECTION 1007.1.1 EXCEPTION 2).

4. MAXIMUM EXIT TRAVEL DISTANCE IS 250'-0" FOR A OCCUPANCY AND 300'-0" FOR B OCCUPANCY; CBC TABLE 1017.2.

5. EGRESS WIDTH CALCULATIONS FOR OPENINGS AND STAIRS IS BASEB UPON CBC, SECTION 1005.3.1 AND 1005.3.2.

6. EXCEPTION 1
- EXIT OPENING WIDTH FACTOR = 0.15 X OCCUPANT LOAD
- STAIR WIDTH FACTOR = 0.2 X OCCUPANT LOAD

7. EGRESS WIDTH AND EXIT COMPONENTS IS BASED UPON CBC SECTION 1005.3.

8. THE NUMBER OF REQUIRED EXITS IS BASED UPON CBC TABLE 1006.2.1.

9. REFER TO DOOR SCHEDULE FOR DOOR AND FRAME TYPES, RATINGS, SIZE AND HARDWARE TYPES.

10. ALL DOORS SHALL HAVE CLEAR WIDTH NOT LESS LESS THAN 32" PER CBC SECTION 1010.1.1, UON.

11. PROVIDE TEMPORARY FIRE EXTINGUISHERS FOR C+S SCOPE OR WORK. LOCATE A MAXIMUM OF 75 FEET FROM ANY

12. LOCATION WITHIN THE PROJECT AREA AND 100 FEET BETWEEN INDIVIDUAL FEC UNITS; 3,000 SF PER CABINET. LOCATE UNITS WHERE SHOWN OR AS DIRECTED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS SHALL COMPLY WITH 2022 CBC SECTION 906 AND TABLE 906.3.1. FIRE
EXTINGUISHERS TO BE MOUNTED ON FREE STANDING PEDESTALS. LARSEN'S MP5 WITH RATING 2A 10B:C, 5 LBS CAPACITY.

13. SIGNAGE SHALL COMPLY WITH CBC 11B-703 FOR SIGNAGE.

14. PROVIDE SYMBOL OF ACCESSIBILITY AT FRONT ENTRANCE.

15. PROVIDE STAIRWELL TACTILE EXIT SIGNAGE PER CODE REQUIREMENT. REFER TO TACTILE SIGNAGE NOTES (2022 CBC SECTION 1023.9 AND 11B-504.8). REFER TO ENLARGED STAIR PLANS.

16. ALL INTERIOR TACTILE EGRESS SIGNAGE TO BE PROVIDE DURING FUTURE TI PHASE.

17. ALL FIRE PROTECTION EQUIPMENT AND ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER

RISERS AND VALVES, OR OTHER SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED BY APPROVED SIGNAGE AND ACCESSIBLE BY FIRE DEPARTMENT PER SECTION 509, 2022 CALIFORNIA FIRE CODE. COORDINATE SIGNAGE REQUIREMENTS AND ACCESS WITH LOCAL FIRE MARSHAL JURISDICTION.

18. PROVIDE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.

19. THE MAXIMUM REQUIRED EXIT SEPARATION IS BASED UPON CBC, SECTION 1007.1.

20. RESTROOM FIXTURE CALCULATION BASED UPON 2022 CPC CODE:

A. REQUIREMENTS PER 1029 CPC TABLE 422.1.

B. AREA SQUARE FOOTAGE SHOWN INCLUDES USABLE SPACES, LESS ACCESSORY AREAS, (HALLWAYS, CIRCULATION, RESTROOM, STAIR ENCLOSURE, UTILITY/STORAGE ROOMS, PER TABLE A EXCEPTION.

C. OCCUPANCY LOAD FACTORS USED INCLUDE:
- ASSEMBLY: A2, A3 = 1/30
- BUSINESS: B = 1/200

21. ALL REQUIRED OCCUPANCY SEPARATIONS FOR THE FUTURE MIXED OCCUPANCY ZONES TO BE DETERMINED DURING THE FUTURE TI SCOPE OF WORK.
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
22' - 4"

ACTUAL EXIT SEPARATION PROVIDED
22' - 4 1/8"
MAX. DIAGONAL DISTANCE FEC
FEC
FEC
FEC
UP DN
292' - 3 29/32"
MAX. DIAGONAL DISTANCE
131' - 9"
ACTUAL
EXIT

SEPARATION

PROVIDED
FEC
FEC
FEC
UP DN
278' - 4 1/2"
MAX. DIAGONAL DISTANCE
132' - 11"
ACTUAL
EXIT

SEPARATION

PROVIDED

PATH OF EGRESS ROUTE

MAX DIAGONAL DISTANCE
ACTUAL EXIT SEPARATION, CBC SECTION 1007.1.1, EXCEPTION 2

ILLUMINATED EXIT SIGN WITH

DIRECTIONAL ARROWS (WHERE
SHOWN)
1/
OFFICE
Occupancy
15 150 SF
100
1 ROOM TYPE

OCCUPANCY TYPE

CODE ROOM TAG

LOAD FACTOR

ROOM AREA
NO. OF REQD EXITS

CALCULATED OCCUPANCY LOAD

EGRESS LOADS/WIDTHS FOR EXIT OPENING AND STAIR

ACCESSIBLE ENTRANCE / EXIT WITH ADA COMPLIANT SIGNAGE

FIRE EXTINGUISHER CABINET - RECESSED MOUNTED, UON
FEC

FIRE EXTINGUISHER SEPARATION - ACCESS RADIUS
NTS RANGE OF 75" MAXIMUM
R = 75'
1 - HOUR RATED ROOM
COMMON PATH OF EGRESS TRAVEL, (MAX 100 FEET PER CBC
TBL1006.3.2(2)

REQUIRED POINT OF EGRESS
171
26" 72"

OPENING OR STAIR (WHERE INDICATED)

OCC LOAD SERVED

REQD WIDTH

PROVIDED WIDTH
AE
MAXIMUM EXIT TRAVEL DISTANCE ROUTE (MAX 300 FEET
PER CBC TBL 1017.2)

EGRESS LOADS/WIDTHS FOR EXIT OPENING AND STAIR
(SEE EXIT WIDTH CALCS AT POINT OF EGRESS CHART)
OP-XX

TI AREA NON-RATED

NEW PARTITION, SEE FLOOR PLANS FOR PARTITION TYPE
1 - HOUR RATED PARTITION, SEE FLOOR PLANS FOR PARTITION TYPE 2 - HOUR RATED PARTITION, SEE FLOOR PLANS FOR PARTITION TYPES TRAVEL ROUTE AND DISTANCE TO NEAREST FEC (MAX 75')
2 - HOUR RATED ROOM
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13

RESIDENTIAL SEE AR SERIES
78 12" 36"

OPENING
78 16" 60"
STAIR
79 12" 36"

OPENING
79 16" 60"
STAIR
78 12" 36"

OPENING
78 16" 60"
STAIR
9 J.5

12.8 E.8
E.9
1/
252 SF
STAIR 3
B
2 150
1 1/
27644 SF
OFFICE
B
118
150
2 1/
249 SF
STAIR 1
B
2 150
1 1/
179 SF
MEN RR
B
2 150
1 1/
192 SF
WOMEN
RR
B
2 150
1 1/
171 SF
IDF
B
1 300
1 1/
182 SF

ELECTRICAL
B
1 300
1 1/
246 SF
STAIR 2
B
2 150
1 1/
653 SF

TERRACE
B
44 15
1 J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13

RESIDENTIAL SEE AR SERIES
107
17" 36"

OPENING
107
22" 60"
STAIR
107
17" 36"

OPENING
107
22" 60"
STAIR
107
17" 36"

OPENING
107
22" 60"
STAIR
9 J.5

12.8 E.8
E.9
1/
252 SF
STAIR 3
B
2 150
1 1/
171 SF
IDF
B
1 300
1 1/
182 SF

ELECTRICAL
B
1 300
1 1/
179 SF
MEN RR
B
2 150
1 1/
192 SF
WOMEN
RR
B
2 150
1 1/
246 SF
STAIR 2
B
2 150
1 1/
26073 SF
OFFICE
B
174
150
2 1/
249 SF
STAIR 1
B
2 150
1 1/
1416 SF

TERRACE
B
95 15
2 1/
338 SF

TERRACE
B
23 15
1 1/
337 SF

TERRACE
B
23 15
1 TOTAL EGRESS WIDTH TOTAL STAIR WIDTH
FACTOR = 0.15 FACTOR = 0.2

LEVEL OCCUPANT LOAD TOTAL NUMBER OF EXITS

REQUIRED
FLR 4 235 OCC

REQUIRED PROVIDED PROVIDED REQUIRED PROVIDED
3 3 36" 108" 47" 180"
NOTES:

1. CALCULATIONS IN THIS TABLE ARE BASED ON 2022 CBC SECTION 1005.3

2. EGRESS WIDTHS BASED ON CBC SECTION 1005.3.1 AND 1005.3.2

3. EGRESS WIDTH MEETS CBC SECTION 1005.5 FOR DISTRIBUTION OF MINIMUM WIDTH AND REQUIRED CAPACITY FLR 5 321 OCC 3 3 49" 108" 65" 180"
RMW
Architecture
Interiors
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Suite 200
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California 95113
Office
408 294-8000
Fax
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rmw.com
SHEET NUMBER:

STAMP:
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CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

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CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:21 PM
As indicated
A0.5

FOURTH AND FIFTH

FLOOR CODE PLANS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE

SHEET NOTES EXIT WIDTH CALCULATION OCCUPANT LOAD CALCULATION LEGEND

KEYNOTES

1. SHEET NOTES AND KEY NOTES ARE FOR THE C+S SCOPE OF WORK AND ARE SPECIFIC TO THIS SHEET ONLY, UON THE ITEMS BELOW ARE HIGHLIGHTS ONLY. ALL 2022 CBC REQUIREMENTS SHALL BE ADHERED TO.

2. THE OCCUPANCIES FOR THE TENANT SPACES WERE CALCULATED PER CBC TABLE 1004.1.2.

3. REQUIRED EXITS ARE PLACED AT LEAST 1/3 THE CALCULATED DISTANCE FROM THE FARTHEST POINTS OF THE NEW SPACE. (CBC SECTION 1007.1.1 EXCEPTION 2).

4. MAXIMUM EXIT TRAVEL DISTANCE IS 250'-0" FOR A OCCUPANCY AND 300'-0" FOR B OCCUPANCY; CBC TABLE 1017.2.

5. EGRESS WIDTH CALCULATIONS FOR OPENINGS AND STAIRS IS BASEB UPON CBC, SECTION 1005.3.1 AND 1005.3.2.

6. EXCEPTION 1
- EXIT OPENING WIDTH FACTOR = 0.15 X OCCUPANT LOAD
- STAIR WIDTH FACTOR = 0.2 X OCCUPANT LOAD

7. EGRESS WIDTH AND EXIT COMPONENTS IS BASED UPON CBC SECTION 1005.3.

8. THE NUMBER OF REQUIRED EXITS IS BASED UPON CBC TABLE 1006.2.1.

9. REFER TO DOOR SCHEDULE FOR DOOR AND FRAME TYPES, RATINGS, SIZE AND HARDWARE TYPES.

10. ALL DOORS SHALL HAVE CLEAR WIDTH NOT LESS LESS THAN 32" PER CBC SECTION 1010.1.1, UON.

11. PROVIDE TEMPORARY FIRE EXTINGUISHERS FOR C+S SCOPE OR WORK. LOCATE A MAXIMUM OF 75 FEET FROM ANY

12. LOCATION WITHIN THE PROJECT AREA AND 100 FEET BETWEEN INDIVIDUAL FEC UNITS; 3,000 SF PER CABINET. LOCATE UNITS WHERE SHOWN OR AS DIRECTED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS SHALL COMPLY WITH 2022 CBC SECTION 906 AND TABLE 906.3.1. FIRE
EXTINGUISHERS TO BE MOUNTED ON FREE STANDING PEDESTALS. LARSEN'S MP5 WITH RATING 2A 10B:C, 5 LBS CAPACITY.

13. SIGNAGE SHALL COMPLY WITH CBC 11B-703 FOR SIGNAGE.

14. PROVIDE SYMBOL OF ACCESSIBILITY AT FRONT ENTRANCE.

15. PROVIDE STAIRWELL TACTILE EXIT SIGNAGE PER CODE REQUIREMENT. REFER TO TACTILE SIGNAGE NOTES (2022 CBC SECTION 1023.9 AND 11B-504.8). REFER TO ENLARGED STAIR PLANS.

16. ALL INTERIOR TACTILE EGRESS SIGNAGE TO BE PROVIDE DURING FUTURE TI PHASE.

17. ALL FIRE PROTECTION EQUIPMENT AND ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER

RISERS AND VALVES, OR OTHER SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED BY APPROVED SIGNAGE AND ACCESSIBLE BY FIRE DEPARTMENT PER SECTION 509, 2022 CALIFORNIA FIRE CODE. COORDINATE SIGNAGE REQUIREMENTS AND ACCESS WITH LOCAL FIRE MARSHAL JURISDICTION.

18. PROVIDE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.

19. THE MAXIMUM REQUIRED EXIT SEPARATION IS BASED UPON CBC, SECTION 1007.1.

20. RESTROOM FIXTURE CALCULATION BASED UPON 2022 CPC CODE:

A. REQUIREMENTS PER 1029 CPC TABLE 422.1.

B. AREA SQUARE FOOTAGE SHOWN INCLUDES USABLE SPACES, LESS ACCESSORY AREAS, (HALLWAYS, CIRCULATION, RESTROOM, STAIR ENCLOSURE, UTILITY/STORAGE ROOMS, PER TABLE A EXCEPTION.

C. OCCUPANCY LOAD FACTORS USED INCLUDE:
- ASSEMBLY: A2, A3 = 1/30
- BUSINESS: B = 1/200

21. ALL REQUIRED OCCUPANCY SEPARATIONS FOR THE FUTURE MIXED OCCUPANCY ZONES TO BE DETERMINED DURING THE FUTURE TI SCOPE OF WORK.

KEY NOTE SYMBOL USED ON DRAWINGS
1/16" = 1'-0" 1
LEVEL 4 CODE PLAN
1/16" = 1'-0" 2
LEVEL 5 CODE PLAN
Code Plan-Occupancy Schedule - Level 4

NAME OCCUPANCY AREA (SF) LOAD FACTOR OCCUPANT LOAD
ELECTRICAL B 182 SF 300 1
IDF B 171 SF 300 1
MEN RR B 179 SF 150 2
OFFICE B 27644 SF 150 185
TERRACE B 653 SF 15 44
WOMEN RR B 192 SF 150 2
29022 SF 235
Code Plan-Occupancy Schedule - Level 5

NAME OCCUPANCY AREA (SF) LOAD FACTOR OCCUPANT LOAD
ELECTRICAL B 182 SF 300 1
IDF B 171 SF 300 1
MEN RR B 179 SF 150 2
OFFICE B 26073 SF 150 174
TERRACE B 1416 SF 15 95
TERRACE B 337 SF 15 23
TERRACE B 338 SF 15 23
WOMEN RR B 192 SF 150 2
28889 SF 321
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
22' - 4"

ACTUAL EXIT SEPARATION PROVIDED
22' - 4 1/8"
MAX. DIAGONAL DISTANCE
FEC
FEC
UP DN
238' - 9 5/16"
MAX. DIAGONAL DISTANCE
132' - 11"
ACTUAL
EXIT

SEPARATION

PROVIDED

PATH OF EGRESS ROUTE

MAX DIAGONAL DISTANCE
ACTUAL EXIT SEPARATION, CBC SECTION 1007.1.1, EXCEPTION 2

ILLUMINATED EXIT SIGN WITH

DIRECTIONAL ARROWS (WHERE
SHOWN)
1/
OFFICE
Occupancy
15 150 SF
100
1 ROOM TYPE

OCCUPANCY TYPE

CODE ROOM TAG

LOAD FACTOR

ROOM AREA
NO. OF REQD EXITS

CALCULATED OCCUPANCY LOAD

EGRESS LOADS/WIDTHS FOR EXIT OPENING AND STAIR

ACCESSIBLE ENTRANCE / EXIT WITH ADA COMPLIANT SIGNAGE

FIRE EXTINGUISHER CABINET - RECESSED MOUNTED, UON
FEC

FIRE EXTINGUISHER SEPARATION - ACCESS RADIUS
NTS RANGE OF 75" MAXIMUM
R = 75'
1 - HOUR RATED ROOM
COMMON PATH OF EGRESS TRAVEL, (MAX 100 FEET PER CBC
TBL1006.3.2(2)

REQUIRED POINT OF EGRESS
171
26" 72"

OPENING OR STAIR (WHERE INDICATED)

OCC LOAD SERVED

REQD WIDTH

PROVIDED WIDTH
AE
MAXIMUM EXIT TRAVEL DISTANCE ROUTE (MAX 300 FEET
PER CBC TBL 1017.2)

EGRESS LOADS/WIDTHS FOR EXIT OPENING AND STAIR
(SEE EXIT WIDTH CALCS AT POINT OF EGRESS CHART)
OP-XX

TI AREA NON-RATED

NEW PARTITION, SEE FLOOR PLANS FOR PARTITION TYPE
1 - HOUR RATED PARTITION, SEE FLOOR PLANS FOR PARTITION TYPE 2 - HOUR RATED PARTITION, SEE FLOOR PLANS FOR PARTITION TYPES TRAVEL ROUTE AND DISTANCE TO NEAREST FEC (MAX 75')
2 - HOUR RATED ROOM

TOTAL EGRESS WIDTH TOTAL STAIR WIDTH
FACTOR = 0.15 FACTOR = 0.2

LEVEL OCCUPANT LOAD TOTAL NUMBER OF EXITS

REQUIRED
FLR 6 709 OCC

REQUIRED PROVIDED PROVIDED REQUIRED PROVIDED
3 3 106" 108" 142" 180"
NOTES:

1. CALCULATIONS IN THIS TABLE ARE BASED ON 2022 CBC SECTION 1005.3

2. EGRESS WIDTHS BASED ON CBC SECTION 1005.3.1 AND 1005.3.2

3. EGRESS WIDTH MEETS CBC SECTION 1005.5 FOR DISTRIBUTION OF MINIMUM WIDTH AND REQUIRED CAPACITY J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13
J.5

12.8 E.8
E.9
236
48" 36"

OPENING
236
48" 60"
STAIR
236
48" 36"

OPENING
236
48" 60"
STAIR
121
20" 36"

OPENING

RESIDENTIAL SEE AR SERIES
1/
255 SF
STAIR 3
B
2 150
1 1/
171 SF
IDF
B
1 300
1 1/
182 SF

ELECTRICAL
B
1 300
1 1/
246 SF
STAIR 2
B
2 150
1 1/
16490 SF
OFFICE
B
110
150
2 1/
249 SF
STAIR 1
B
2 150
1 1/
179 SF
MEN RR
B
2 100
1 1/
192 SF
WOMEN
RR
B
2 100
1 1/
706 SF

TERRACE
B
48 15
1 1/
3616 SF

TERRACE
B
242
15 2
1/
666 SF

TERRACE
B
45 15
1 121
20" 36"

OPENING
1/
593 SF

TERRACE
B
40 15
1 1/
591 SF

TERRACE
B
40 15
1 1/
703 SF

TERRACE
B
47 15
1 1/
639 SF

TERRACE
B
43 15
1 1/
644 SF

TERRACE
B
43 15
1 1/
671 SF

TERRACE
B
45 15
1 116
20" 36"

OPENING
237
48" 60"
STAIR
RMW
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Suite 200
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408 294-8000
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ISSUE:

ISSUE DATE:

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SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:23 PM
As indicated
A0.6

SIXTH FLOOR CODE
PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1 SHEET NOTES EXIT WIDTH CALCULATION OCCUPANT LOAD CALCULATION LEGEND

KEYNOTES

1. SHEET NOTES AND KEY NOTES ARE FOR THE C+S SCOPE OF WORK AND ARE SPECIFIC TO THIS SHEET ONLY, UON THE ITEMS BELOW ARE HIGHLIGHTS ONLY. ALL 2022 CBC REQUIREMENTS SHALL BE ADHERED TO.

2. THE OCCUPANCIES FOR THE TENANT SPACES WERE CALCULATED PER CBC TABLE 1004.1.2.

3. REQUIRED EXITS ARE PLACED AT LEAST 1/3 THE CALCULATED DISTANCE FROM THE FARTHEST POINTS OF THE NEW SPACE. (CBC SECTION 1007.1.1 EXCEPTION 2).

4. MAXIMUM EXIT TRAVEL DISTANCE IS 250'-0" FOR A OCCUPANCY AND 300'-0" FOR B OCCUPANCY; CBC TABLE 1017.2.

5. EGRESS WIDTH CALCULATIONS FOR OPENINGS AND STAIRS IS BASEB UPON CBC, SECTION 1005.3.1 AND 1005.3.2.

6. EXCEPTION 1
- EXIT OPENING WIDTH FACTOR = 0.15 X OCCUPANT LOAD
- STAIR WIDTH FACTOR = 0.2 X OCCUPANT LOAD

7. EGRESS WIDTH AND EXIT COMPONENTS IS BASED UPON CBC SECTION 1005.3.

8. THE NUMBER OF REQUIRED EXITS IS BASED UPON CBC TABLE 1006.2.1.

9. REFER TO DOOR SCHEDULE FOR DOOR AND FRAME TYPES, RATINGS, SIZE AND HARDWARE TYPES.

10. ALL DOORS SHALL HAVE CLEAR WIDTH NOT LESS LESS THAN 32" PER CBC SECTION 1010.1.1, UON.

11. PROVIDE TEMPORARY FIRE EXTINGUISHERS FOR C+S SCOPE OR WORK. LOCATE A MAXIMUM OF 75 FEET FROM ANY

12. LOCATION WITHIN THE PROJECT AREA AND 100 FEET BETWEEN INDIVIDUAL FEC UNITS; 3,000 SF PER CABINET. LOCATE UNITS WHERE SHOWN OR AS DIRECTED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS SHALL COMPLY WITH 2022 CBC SECTION 906 AND TABLE 906.3.1. FIRE
EXTINGUISHERS TO BE MOUNTED ON FREE STANDING PEDESTALS. LARSEN'S MP5 WITH RATING 2A 10B:C, 5 LBS CAPACITY.

13. SIGNAGE SHALL COMPLY WITH CBC 11B-703 FOR SIGNAGE.

14. PROVIDE SYMBOL OF ACCESSIBILITY AT FRONT ENTRANCE.

15. PROVIDE STAIRWELL TACTILE EXIT SIGNAGE PER CODE REQUIREMENT. REFER TO TACTILE SIGNAGE NOTES (2022 CBC SECTION 1023.9 AND 11B-504.8). REFER TO ENLARGED STAIR PLANS.

16. ALL INTERIOR TACTILE EGRESS SIGNAGE TO BE PROVIDE DURING FUTURE TI PHASE.

17. ALL FIRE PROTECTION EQUIPMENT AND ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER

RISERS AND VALVES, OR OTHER SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED BY APPROVED SIGNAGE AND ACCESSIBLE BY FIRE DEPARTMENT PER SECTION 509, 2022 CALIFORNIA FIRE CODE. COORDINATE SIGNAGE REQUIREMENTS AND ACCESS WITH LOCAL FIRE MARSHAL JURISDICTION.

18. PROVIDE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.

19. THE MAXIMUM REQUIRED EXIT SEPARATION IS BASED UPON CBC, SECTION 1007.1.

20. RESTROOM FIXTURE CALCULATION BASED UPON 2022 CPC CODE:

A. REQUIREMENTS PER 1029 CPC TABLE 422.1.

B. AREA SQUARE FOOTAGE SHOWN INCLUDES USABLE SPACES, LESS ACCESSORY AREAS, (HALLWAYS, CIRCULATION, RESTROOM, STAIR ENCLOSURE, UTILITY/STORAGE ROOMS, PER TABLE A EXCEPTION.

C. OCCUPANCY LOAD FACTORS USED INCLUDE:
- ASSEMBLY: A2, A3 = 1/30
- BUSINESS: B = 1/200

21. ALL REQUIRED OCCUPANCY SEPARATIONS FOR THE FUTURE MIXED OCCUPANCY ZONES TO BE DETERMINED DURING THE FUTURE TI SCOPE OF WORK.
1/16" = 1'-0" 1
LEVEL 6 CODE PLAN
Code Plan-Occupancy Schedule - Level 6

NAME OCCUPANCY AREA (SF) LOAD FACTOR OCCUPANT LOAD
ELECTRICAL B 182 SF 300 1
IDF B 171 SF 300 1
MEN RR B 179 SF 150 2
OFFICE B 16490 SF 150 110
TERRACE B 706 SF 15 48
TERRACE B 3616 SF 15 242
TERRACE B 666 SF 15 45
TERRACE B 593 SF 15 40
TERRACE B 591 SF 15 40
TERRACE B 703 SF 15 47
TERRACE B 639 SF 15 43
TERRACE B 644 SF 15 43
TERRACE B 671 SF 15 45
WOMEN RR B 192 SF 150 2
26042 SF 709
# DESCRIPTION DATE
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:24 PM
12" = 1'-0"
A0.7

RENDERINGS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
12" = 1'-0" 1
CORNER OF 4TH & B
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
NOTE: FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS. ALL REFERENCE TO SIGNAGE IS HYPOTHETICAL AS FINAL SIGNAGE DESIGN WILL GO THROUGH PROPER APPROVAL CHANNELS. 2 RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:25 PM
12" = 1'-0"
A0.8

RENDERINGS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
12" = 1'-0" 1

RETAIL VIEWS
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
NOTE: FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS. ALL REFERENCE TO SIGNAGE IS HYPOTHETICAL AS FINAL SIGNAGE DESIGN WILL GO THROUGH PROPER APPROVAL CHANNELS.

NOTE: REFERENCES TO SPECIFIC RETAIL TENANTS ARE HYPOTHETICAL ONLY. EXACT STOREFRONT COLORS AND SPECIFIC SIGNAGE ELEMENTS WILL BE DETERMINED IN PARTNERSHIP WITH PLANNING DEPARTMENT AND ACTUAL RETAIL TENANTS ONCE DETERMINED. 2 RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:26 PM
12" = 1'-0"
A0.9

RENDERINGS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
12" = 1'-0" 1

B STREET ELEVATION
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
NOTE: FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS. ALL REFERENCE TO SIGNAGE IS HYPOTHETICAL AS FINAL SIGNAGE DESIGN WILL GO THROUGH PROPER APPROVAL CHANNELS.

NOTE: REFERENCES TO SPECIFIC RETAIL TENANTS ARE HYPOTHETICAL ONLY. EXACT STOREFRONT COLORS AND SPECIFIC SIGNAGE ELEMENTS WILL BE DETERMINED IN PARTNERSHIP WITH PLANNING DEPARTMENT AND ACTUAL RETAIL TENANTS ONCE DETERMINED. 2 RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:26 PM
12" = 1'-0"
A0.10

RENDERINGS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
12" = 1'-0" 1
5TH AVENUE AND SOUTH RAILROAD AVENUE FACING WEST
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:27 PM
12" = 1'-0"
A0.11

RENDERINGS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
12" = 1'-0" 1
4TH AVENUE ELEVATION
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
NOTE: FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS. ALL REFERENCE TO SIGNAGE IS HYPOTHETICAL AS FINAL SIGNAGE DESIGN WILL GO THROUGH PROPER APPROVAL CHANNELS.

NOTE: REFERENCES TO SPECIFIC RETAIL TENANTS ARE HYPOTHETICAL ONLY. EXACT STOREFRONT COLORS AND SPECIFIC SIGNAGE ELEMENTS WILL BE DETERMINED IN PARTNERSHIP WITH PLANNING DEPARTMENT AND ACTUAL RETAIL TENANTS ONCE DETERMINED. 2 PROPOSED COMMERCIAL BUILDING

CALTRAIN TRACKS

RESTAURANT

RESTAURANT

COMMERCIAL

COMMERCIAL RESTAURANT
5TH AVE

S B STREET
4TH AVE

RESIDENTIAL

COMMERCIAL IN CONSTRUCITON

PLANNED MIXED USE

1. RESTAURANT

3. PLANNED MIXED USE

2. COMMERCIAL

4. PLANNED MIXED USE

5. RESIDENTIAL 6. COMMERCIAL 7. PARKING LOT 8. PARKING LOT/PLANNED RESIDENTIAL

9. PARKING LOT/PLANNED GARAGE 10. COMMERCIAL 11. COMMERCIAL 12. RESTAURANT

PROPOSED RESIDENTIAL BUILDING

PARKING LOT/PLANNED GARAGE PARKING LOT/PLANNED

RESIDENTAIL

COMMERCIAL

COMMERCIAL

COMMERCIAL

COMMERCIAL COMMERCIAL

S RAILROAD AVE

PARKING LOT
1 2 3 4 5
6 7
9 8
10 11
12 RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
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408 294-8000
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SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:53:28 PM
12" = 1'-0"
A0.12

NEIGHBORHOOD

CONTEXT

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:54:01 PM
1" = 40'-0"
A0.13

SHADOW STUDIES

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1" = 40'-0" 1
SOLAR STUDY - JUNE 21 - 9 AM
1" = 40'-0" 2
SOLAR STUDY - JUNE 21 - 12 PM
1" = 40'-0" 3
SOLAR STUDY - JUNE 21 - 3 PM
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
1" = 40'-0" 4
SOLAR STUDY - JUNE 21 - 2 PM
2 RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:54:36 PM
1" = 40'-0"
A0.14

SHADOW STUDIES

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1" = 40'-0" 1
SOLAR STUDY - MAR/SEPT 21 - 9 AM
1" = 40'-0" 2
SOLAR STUDY - MAR/SEPT 21 - 12 PM
1" = 40'-0" 3
SOLAR STUDY - MAR/SEPT 21 - 3 PM
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
1" = 40'-0" 4
SOLAR STUDY - MAR/SEPT 21 - 2 PM
2 RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:55:24 PM
1" = 40'-0"
A0.15

SHADOW STUDIES

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1" = 40'-0" 1
SOLAR STUDY - DEC 21 - 9 AM
1" = 40'-0" 2
SOLAR STUDY - DEC 21 - 12 PM
1" = 40'-0" 3
SOLAR STUDY - DEC 21 - 3 PM
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
1" = 40'-0" 4
SOLAR STUDY - DEC 21 - 2 PM
2 FEC
FEC
FEC
FEC
FEC
FEC

JIHGFKEDCBA
123456789 10 11 12 13
J.5

12.8 E.8
E.9
FLOOR AREA CALCULATIONS:

AREA A: 680.5 SF
AREA B: 22972.5 SF
AREA C: 20045.1 SF
AREA D: 3255.1 SF
BASEMENT FLOOR AREA: 46953.2 SF
AREA C
20,045.1 SF
AREA D
3255.1 SF
AREA B
22,972.5 SF
AREA A - 680.5 SF
226' - 6"
227' - 0"
188' - 11 5/8"
149' - 11 1/4"
5' - 0" 102' - 9" 91' - 9 1/4" 18' - 5 3/4"
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:55:25 PM
1/16" = 1'-0"
A0.16

FLOOR AREA PLANS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
# DESCRIPTION DATE
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 1
1/16" = 1'-0"
1 AREA PLAN - BASEMENT
3 FEC
FEC
FEC
FEC
FEC
UP
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13
J.5

12.8 E.8
E.9
37' - 9"
89' - 4"
109' - 9"
77' - 3" 33' - 5" 78' - 0" 100' - 0" 86' - 7" 36' - 4" 86' - 10" CL
72' - 6"
78' - 0"
AREA A
3271.0 SF
AREA B
7727.2 SF
AREA C
3311.3 SF
AREA D
6593.8 SF
AREA E
2634.3 SF
AREA F
6613.1 SF
FLOOR AREA CALCULATIONS:

AREA A: 3271.0 SF
AREA B: 7726.8 SF
AREA C: 3311.3 SF
AREA D: 6593.8 SF
AREA E: 2634.3 SF
AREA F: 6613.1 SF
1ST FLOOR AREA: 30150.3 SF
2 2
2 2
2 2
2 2
2 2
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13
J.5

12.8 E.8
E.9
AREA A
2506.4 SF
AREA B
8165.7 SF
AREA C
2827.2 SF
AREA D
6616.3 SF
AREA E
2622.2 SF
AREA F
6332.4 SF
37' - 6" 78' - 0" 33' - 0" 78' - 0"
68' - 2"
109' - 9"
99' - 6"
87' - 0" 36' - 4" 86' - 7"
73' - 0"
78' - 0"
FLOOR AREA CALCULATIONS:

AREA A: 2506.4 SF
AREA B: 8165.7 SF
AREA C: 2827.2 SF
AREA D: 6616.3 SF
AREA E: 2622.2 SF
AREA F: 6332.4 SF
2ND FLOOR AREA: 29070.2 SF
18' - 4" 4' - 0 1/2"
12' - 6 1/4"
1' - 6" 6' - 8"
31' - 0 3/8"
12' - 8"
22' - 10 3/8"
15' - 6 1/8"
22' - 0 1/4"
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:55:28 PM
1/16" = 1'-0"
A0.17

FLOOR AREA PLANS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1 1/16" = 1'-0" 2
AREA PLAN - LEVEL 1
1/16" = 1'-0" 1
AREA PLAN - LEVEL 2
# DESCRIPTION DATE
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
3 FEC
FEC
FEC
FEC
UP DN
FEC
FEC
FEC
FEC
UP DN
FEC
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13
J.5

12.8 E.8
E.9
AREA A
2506.4 SF
AREA E
2622.2 SF
226' - 5"
68' - 2"
109' - 9"
100' - 0"
123' - 4" 86' - 7"
73' - 0"
FLOOR AREA CALCULATIONS:

AREA A: 2506.4 SF
AREA B: 8165.7 SF
AREA C: 2827.2 SF
AREA D: 6616.3 SF
AREA E: 2622.2 SF
AREA F: 6332.4 SF
2ND FLOOR AREA: 29070.2 SF
AREA B
8165.7 SF
AREA C
2827.2 SF
AREA D
6616.3 SF
AREA F
6332.4 SF
18' - 4" 4' - 0 1/2"
12' - 6 1/4"
1' - 6" 6' - 8"
31' - 0 3/8"
12' - 8"
22' - 10 3/8"
15' - 6 1/8"
22' - 0 1/4"
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13
J.5

12.8 E.8
E.9
AREA A
2506.4 SF
AREA E
2622.2 SF
226' - 5"
68' - 2"
110' - 0"
100' - 0"
86' - 7" 123' - 4"
73' - 0"
78' - 2"
AREA B
8165.7 SF
AREA C
2827.2 SF
AREA D
6616.3 SF
AREA F
6332.4 SF
18' - 4" 4' - 0 1/2"
12' - 6 1/4"
1' - 6" 6' - 8"
31' - 0 3/8"
12' - 8"
22' - 10 3/8"
15' - 6 1/8"
22' - 0 1/4"
FLOOR AREA CALCULATIONS:

AREA A: 2506.4 SF
AREA B: 8165.7 SF
AREA C: 2827.2 SF
AREA D: 6616.3 SF
AREA E: 2622.2 SF
AREA F: 6332.4 SF
3RD FLOOR AREA: 29070.2 SF
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:55:30 PM
1/16" = 1'-0"
A0.18

FLOOR AREA PLANS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1 1/16" = 1'-0" 1
AREA PLAN - LEVEL 4
1/16" = 1'-0" 2
AREA PLAN - LEVEL 3
# DESCRIPTION DATE
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
3 FEC
FEC
UP DN
FEC
FEC
FEC
UP DN
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13
J.5

12.8 E.8
E.9
AREA A
1106.0 SF
AREA B
11374.7 SF
AREA C
5513.7 SF
16' - 2" 135' - 10" 88' - 8"
99' - 8"
59' - 6"
FLOOR AREA CALCULATIONS:

AREA A: 1106.0 SF
AREA B: 11374.7 SF
AREA C: 5513.7 SF
6TH FLOOR AREA: 17994.4 SF
8' - 2"
31' - 0 3/8"
22' - 4 1/2"
12' - 6 1/4"
12' - 8"
22' - 10 3/8"
15' - 6 1/8"
22' - 3 3/8"
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13
J.5

12.8 E.8
E.9
AREA A
3762.3 SF
AREA B
6142.4 SF
AREA D
1222.9 SF
AREA E
5026.7 SF
AREA F
2622.2 SF
AREA G
4725.7 SF
AREA H
1240.5 SF
56' - 0" 59' - 6" 111' - 0"
68' - 2"
109' - 9"
100' - 0"
21' - 4" 65' - 6" 36' - 4" 65' - 6" 21' - 1"
59' - 6"
78' - 0"
73' - 0"
78' - 0"
59' - 6"
FLOOR AREA CALCULATIONS:

AREA A: 3762.3 SF
AREA B: 6142.4 SF
AREA C: 2829.4 SF
AREA D: 1222.9 SF
AREA E: 5026.7 SF
AREA F: 2622.2 SF
AREA G: 4725.7 SF
AREA H: 1240.5 SF
5TH FLOOR AREA: 27572.1 SF
AREA C
2829.4 SF
18' - 4" 4' - 0 1/2"
CL
CL
12' - 0 1/8"
1' - 6" 6' - 8"
31' - 0 3/8"
15' - 6 1/8"
22' - 0 1/4"
12' - 8"
22' - 10 3/8"
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:55:32 PM
1/16" = 1'-0"
A0.19

FLOOR AREA PLANS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1 1/16" = 1'-0" 1
AREA PLAN - LEVEL 6
1/16" = 1'-0" 2
AREA PLAN - LEVEL 5
# DESCRIPTION DATE
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
3 FEC
FEC
FEC
FEC
FEC
FEC
FEC
FEC
FEC
FEC
FEC
FEC
FEC
FEC
1 A0.20
__________
2 A0.20
__________
9' - 6"
7' - 11 5/8"
89' - 4"
78' - 1 1/2"
9' - 6"
77' - 11 1/4"9' - 6"

BUILDING AREA WITHIN STREETWALL SETBACK
FLOOR 3 AREA WITHIN SETBACK: 2182 SF
1 A0.20
__________
2 A0.20
__________
22' - 10"
21' - 3 3/8"
89' - 4"
22' - 4"
10' - 0" 12' - 4"
78' - 1 1/4" 33' - 0 3/4" 77' - 11 1/4"

BUILDING AREA WITHIN STREETWALL SETBACK
FLOOR 4 AREA WITHIN SETBACK: 5784 SF
1 A0.20
__________
2 A0.20
__________
35' - 0"
10' - 0" 25' - 0"
21' - 4 3/8" 13' - 7 5/8"
59' - 5 5/8" 33' - 0 3/4" 59' - 5 1/4" 18' - 6"
35' - 0"
33' - 5 5/8"
68' - 1 5/8"

BUILDING AREA WITHIN STREETWALL SETBACK
FLOOR 5 AREA WITHIN SETBACK: 7522 SF
1 A0.20
__________
2 A0.20
__________
13' - 8"
152' - 0"

BUILDING AREA WITHIN STREETWALL SETBACK
FLOOR 6 AREA WITHIN SETBACK: 2078 SF
FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
FLOOR 6
70' - 6"
1 2

MIDPOINT OF ROW
35' - 0"

45.00°
35' - 0"
9' - 6"
35' - 0"
22' - 10"
13' - 3" 13' - 3" 13' - 3" 13' - 3" 17' - 6"
18' - 6" 12' - 2 1/8"

SEE PLANS FOR AREA WITHIN

STREETWALL SETBACK ON
EACH FLOOR.

FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
FLOOR 6
70' - 6"
I J K

TOP OF PLATE
83' - 9"
J.5

45.00°
35' - 0"

MIDPOINT OF ROW
35' - 0"
35' - 0"
22' - 4"
9' - 6"
13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 17' - 6"

SEE PLANS FOR AREA WITHIN

STREETWALL SETBACK ON
EACH FLOOR.
14' - 6"
20' - 6" 10' - 6" 10' - 0"

AVG ROOF HEIGHT
84' - 9"
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:55:36 PM
As indicated
A0.20

BUILDING MASSING

DIAGRAMS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3/64" = 1'-0" 5
STREETWALL SETBACK PLAN - FLOOR 3
3/64" = 1'-0" 3
STREETWALL SETBACK PLAN - FLOOR 4
3/64" = 1'-0" 6
STREETWALL SETBACK PLAN - FLOOR 5
3/64" = 1'-0" 4
STREETWALL SETBACK PLAN - FLOOR 6
3/32" = 1'-0" 1
STREETWALL SECTION - 4TH AVE
NOTE: STREET WALL SETBACK REQUIMENT ON B
STREET AND 4TH AVE ONLY, PER BUILDING
HEIGHT AND BULK PLAN, FIGURE 14, FROM CITY

OF SAN MATEO DOWNTOWN AREA PLAN
3/32" = 1'-0" 2

STREETWALL SECTION - B STREET
1 # DESCRIPTION DATE
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
56' - 0"
41' - 9"
18' - 6"
21' - 1" 21' - 4"
18' - 6"

BUILDING SETBACK
10' - 6 5/8" 126' - 11 3/8" 32' - 11 5/8" 21' - 4" 40' - 6 1/4" 113' - 1 3/8" 34' - 8 5/8" 66' - 6 1/4" 81' - 11 3/8"
38' - 1 3/8"
MAXIMUM DIAGONAL DIMENSION OF FLOOR ABOVE 55'
170' - 0"
55' - 11 5/8" 59' - 5 5/8" 33' - 0 3/4" 59' - 5 1/4" 18' - 6" 68' - 1 5/8" 41' - 7 3/8" 75' - 0" 34' - 9"25' - 0" 9' - 8 5/8" 28' - 0 1/4"
45' - 0" 32' - 11 5/8"
59' - 5 5/8" 18' - 6"
AREA OUTSIDE OF MAXIMUM BUILDING AREA ABOVE 55'
FLOOR 5 AREA OUTSIDE OF MAXIMUM BUILDING AREA: 17,788 SF 152' - 0"
21' - 1"
167' - 3"
18' - 6"
68' - 2"
56' - 0"

BUILDING SETBACK
10' - 6 5/8" 126' - 11 3/8" 14' - 5 5/8"
61' - 10 1/4" 113' - 1 3/8" 13' - 7 5/8"
81' - 11 3/8"
38' - 1 3/8" 61' - 10 1/4"
MAXIMUM DIAGONAL DIMENSION OF FLOOR ABOVE 55'
170' - 0"
88' - 7 5/8"
AREA OUTSIDE OF MAXIMUM BUILDING AREA ABOVE 55'
FLOOR 6 AREA OUTSIDE OF MAXIMUM BUILDING AREA: 8,179 SF RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:55:39 PM
1" = 20'-0"
A0.21

BUILDING MASSING

DIAGRAMS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1" = 20'-0" 1
BUILDING SETBACK PLAN - FLOOR 5
1" = 20'-0" 2
BULK DIMENSION ABOVE 55' PLAN - FLOOR 5
1 1" = 20'-0" 3
BUILDING SETBACK PLAN - FLOOR 6
1" = 20'-0" 4
BULK DIMENSION ABOVE 55' PLAN - FLOOR 6
# DESCRIPTION DATE
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
45% OPENINGS ALLOWED*
75% OPENINGS ALLOWED*
*CBC TABLE 705.8, UNPROTECTED, SPRINKLERED (UP, S)

RESIDENTIAL BUILDING OUTLINE (BEHIND)
FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
FLOOR 6
70' - 6"
E

A B C D

TOP OF PLATE
83' - 9"

MECHANICAL SCREEN
96' - 9"
E.8

AVG ROOF HEIGHT
84' - 9"
75% OPEN ALLOWED
20' - 2 1/4"

NO OPENINGS ALLOWED
24' - 6"
45% OPEN ALLOWED
19' - 11 3/4"
75% OPEN ALLOWED
19' - 6 1/4"

UNLIMITED OPENINGS
15' - 0"
IMAGINARY PROPERTY LINE 10' AWAY

FROM FACE OF BUILDING
IMAGINARY PROPERTY LINE 15' AWAY

FROM FACE OF BUILDING
16' - 0" 12' - 10"
9' - 3"
TYP
8' - 3"
13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3"
12' - 10"
IMAGINARY PROPERTY LINE 15' AWAY

FROM FACE OF BUILDING
FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
FLOOR 6
70' - 6"
8 7 6 5 4 3 2 1

TOP OF PLATE
83' - 9"
9 MECHANICAL SCREEN
96' - 9"

AVG ROOF HEIGHT
84' - 9"
13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3"
75% OPEN ALLOWED
76' - 6 1/4"
9' - 3"
TYP
TYP
14' - 8"

NO OPENINGS ALLOWED
69' - 5 3/4"
14' - 2"
IMAGINARY PROPERTY LINE 15' AWAY

FROM FACE OF BUILDING
8' - 3"
ALLOWABLE EXTERIOR OPENINGS BASED ON FIRE SEPARATION DISTANCE:

REFER TO A0.22 FOR IDENTIFIED OPENINGS
PORTION OF NORTH FACADE (4TH AVE): NO LIMIT
PORTION OF NORTH FACADE (COURTYARD): FLOOR 2 FSD 10' (8'-3" x 12' - 10") / (13'-3" x 19'-11 3/4") = 40% PROVIDED FLOOR 2 FSD 15' (8'-3" x 16'-0") / (13'-3" x 19'-6 1/4") = 51% PROVIDED FLOOR 2 NO LIMIT
FLOOR 3 FSD 10' (9'-3" x 12' - 10") / (13'-3" x 19'-11 3/4") = 45% PROVIDED FLOOR 3 FSD 15' (9'-3" x 16'-0") / (13'-3" x 19'-6 1/4") = 57% PROVIDED FLOOR 3 NO LIMIT
FLOOR 4 FSD 10' (9'-3" x 12' - 10") / (13'-3" x 19'-11 3/4") = 45% PROVIDED FLOOR 4 FSD 15' (9'-3" x 16'-0") / (13'-3" x 19'-6 1/4") = 57% PROVIDED FLOOR 4 NO LIMIT
FLOOR 5 FSD 10' (9'-3" x 12' - 10") / (13'-3" x 19'-11 3/4") = 45% PROVIDED FLOOR 5 FSD 15' (9'-3" x 16'-0") / (13'-3" x 19'-6 1/4") = 57% PROVIDED FLOOR 5 NO LIMIT
FLOOR 6 FSD 10' (9'-3" x 12' - 10") / (13'-3" x 19'-11 3/4") = 45% PROVIDED FLOOR 6 FSD 15' (9'-3" x 16'-0") / (13'-3" x 19'-6 1/4") = 57% PROVIDED FLOOR 6 NO LIMIT
PORTION OF EAST FACADE (AT RAILROAD): NO LIMIT
PORTION OF EAST FACADE (COURTYARD): FLOOR 2 FSD 15' ((8'-3" x 14' - 2")+3(8'-3" x 14'-8")) / (13'-3" x 80'-1") = 45% PROVIDED FLOOR 3 FSD 15' ((9'-3" x 14' - 2")+3(8'-3" x 14'-8")) / (13'-3" x 80'-1") = 47% PROVIDED FLOOR 4 FSD 15' ((9'-3" x 14' - 2")+3(8'-3" x 14'-8")) / (13'-3" x 80'-1") = 47% PROVIDED FLOOR 5 FSD 15' ((9'-3" x 14' - 2")+3(8'-3" x 14'-8")) / (13'-3" x 80'-1") = 47% PROVIDED FLOOR 6 FSD 15' ((9'-3" x 14' - 2")+3(8'-3" x 14'-8")) / (13'-3" x 80'-1") = 47% PROVIDED SOUTH FACADE (5TH AVE): NO LIMIT
WEST FACADE (B ST): NO LIMIT
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

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ISSUE:

ISSUE DATE:

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CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:55:53 PM
As indicated
A0.22

ALLOWABLE OPENINGS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
# DESCRIPTION DATE
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 1/8" = 1'-0" 1

NORTH COURTYARD ELEVATION
1/8" = 1'-0" 2

EAST COURTYARD ELEVATION
445
415

OFFICE AREA

SHOWROOM

TRASH RM
ELEC

SHOWROOM

SHOWROOM

SHOWROOM

SHOWROOM

SHOWROOM

STORAGE

SHOWROOM

STORAGE STRG
JAN
OFFICE
STRG

LOADING
DOCK

RAMP UP
UP

RAMP UP
DN
UP
UP

RAMP UP
UP
Up
Conveyor
Up Slide
DN
Up
Conveyor
Up Slide

RAMP UP
SS
SS
Strg Under
Stairs
B
ST
411409
407

RETAIL AREARETAIL AREA

RETAIL AREA
JAN RM
STRG
STRG

KITCHEN

ELEC RM
UP
UP
SS

SOUTH B STREET
E 4TH AVENUE
E 5TH AVENUE

S RAILROAD AVE
1111
2 3
3 1
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

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SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:55:54 PM
1" = 10'-0"
A1.0

EXISTING SITE PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE

KEYNOTES
# KEYNOTE DESCRIPTION
1 EXISTING BUILDING TO BE REMOVED
2 EXISTING PAVEMEMENT AND PARKING AREA TO BE REMOVED
3 EXISTING CURB TO BE MODIFIED PER CIVIL DRAWINGS
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
36 Bikes
12 Bikes 16 Bikes
24 Bikes
DN
DN
UP
FEC
UP
FEC
4TH AVENUE5TH AVENUE

S B STREET

S RAILROAD AVE
1 PROPOSED BUILDING FOOTPRINT
30,834 SF

PROPOSED RESIDENTAIL BUILDING

SEE AR SERIES
2 3
4 4
4 4
5 5
40' - 2"
15' - 6"
38' - 2 5/8"
34' - 2 1/4"
9' - 8 1/8"
11' - 6 7/8"
51% OF FRONTAGE
115' - 5 3/8"
15% OF FRONTAGE
33' - 0"
34% OF FRONTAGE
78' - 0"
100%
OF FR
ONTA
GE
109' - 9"
FFE 101.00
FFE 99.96
FFE 100.82 FFE 100.63 FFE 100.44 FFE 100.34
FFE 98.37
FFE 97.33
FFE 97.12FFE 97.23FFE 97.39
+/- 100.80
+/- 99.72
+/- 99.75
+/- 96.38
10' - 0"
5' - 0"
1 2
6 29' - 3"
7 12' - 11 3/4"
18' - 8 1/4"
3 77' - 11 5/8"
3 144' - 9 1/2"
3 108' - 3 1/4"
3 6' - 11 3/4"
3 86' - 6 3/4" 36' - 4" 86' - 9 5/8"
3 3
3 4' - 0"
3 RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
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ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

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SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:56:06 PM
3/32" = 1'-0"
A1.1

PROPOSED SITE PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3/32" = 1'-0" 1

SITE PLAN

KEYNOTES
# KEYNOTE DESCRIPTION
1 PROPOSED BUILDING
2 PROPOSED RESIDENTIAL BUILDING, SEE AR SERIES
3 PROPOSED OUTDOOR PLAZA
4 PROPOSED PLANTING AREAS. REFER TO LANDSCAPE AND CIVIL DRAWINGS 5 PROPOSED IMPROVEMENTS TO PUBLIC R.O.W. REFER TO CIVIL DRAWINGS 6 PROPOSE CITY OF SAN MATEO ACCESS EASEMENT
7 PROPOSED PUBLIC ART LOCATION
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 UP
UP
FEC
FEC
FEC
FEC
FEC
FEC
UP
UP
FEC
22 STALLS
HC HC
HC
ELEV
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13
1 A4.0
__________
2 A4.0
__________
2 3
4 5
HC
9 CL
TYP.
18' - 0"
CL
TYP.
8' - 0"
CL
TYP.
18' - 0"
24' - 0"
24' - 0"
C
C
C
C
C
C
C
C
C
C
C
HC VAN
CL
CL
8' - 0"
9' - 3 1/8"
28' - 0"
7 6
18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" EV EV
EV
EV
EV
EV
EV EV
EV EV
EV EV
EV EV
EV
1 J.5

12.8 E.8
E.9
14 STALLS
1 HC
EV
C
C
C
C
C
C
C C
C
C
4 4
4 4 4
HC VAN
EV
4 HC
4 007

STACKER ELEC
006

EV ELEC
005

FIRE PUMP
003
STAIR 3
001

ELEV LOBBY
010

EXHAUST FAN
011

GARAGE STAIR
009

PLUMBING WATER ROOM
008

RESIDENTIAL USE
002
STAIR 2
004
MPOE
TYP
9' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
C C C
C C
C C
C C C
EV
EV
EV
EV
EV
EV

EV EV EV EV EV
14 STALLS
1' - 6" 37' - 6 3/8"
1' - 0" 18' - 5 3/4"
6' - 0
77' - 0 3/4"
"
2' - 0"
C
HC VAN 4
2 2
2 2
8 9
2 2
2 1 2 3 4 5 6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23
39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24
40 41 42 43 44
45 46
47 48
49 50
51 52
53 54
55 56
58 57
59 60
61 62
63 64
65 66
72 71 70 69 68 67
C
2 73 74
75-76 77-78
79-80 81-82
83-84 85-86
87 88
89-90 91-92
93-94 95-96
97-98 99-100
1 2
3 4
6 5
8 7
9 10
11 12
13 14
15 16
17-18
21-22
25-26
29-30
33-34
19-20
23-24
27-28
31-32
35-36
2 2
1' - 0"
6" 6"
6" 9" 9" 9" 9" 6" 9 1/8"
2' - 0" 6" 6" 6" 2' - 5 1/2" 6" 6"
6" 6"
6" 6"
1' - 0"
2' - 9 1/4"
3' - 0"3' - 0"
2 2
2 2 2
2 2
2 2
2 2
2 CLR
4' - 0"
CLR
4' - 0"
1 37
3 3
3 NIC (NOT IN CONTRACT)
NEW PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1
NEW FIRE RATED PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1

NEW FIRE EXTINGUISHER AND CABINET

NEW DOOR ASSEMBLY

FINISH TRANSITION
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:56:08 PM
As indicated
A2.0

BASEMENT PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3/32" = 1'-0" 1

BASEMENT PLAN

KEYNOTES
LEGEND
# KEYNOTE DESCRIPTION
1 KLAUS TRENDVARIO 6200 MECHANICAL VEHICLE STACKING SYSTEM (MANUFACTURER AND PRODUCT SUBJECT TO CHANGE) PER SAN MATEO PARKING STANDARD SPECIFICATIONS, VEHICLE BAYS SHALL HAVE A MINIMUM WIDTH OF 6'-9", A MINIMUM UNOBSTRUCTED LENGTH OF 17'-5", 6'-8" CLR VERTICAL HEIGHT AT GROUND LEVEL, AND MIN 5'-0" CLR HEIGHT AT UPPER LEVEL
2 PUBLIC ACCESS STAIR & ELEVATOR TO STREET LEVEL
3 COMPACT PARKING STALL, TYP.
4 ACCESSIBLE PARKING STALL, TYP.
5 SECURED RESIDENTIAL PARKING AREA. ALL STALLS ARE EV OR EV LEVEL 2 READY WITH RECEPTACLE 6 REMOTE-OPERATED SECURITY GATE
7 COMMERCIAL PARKING AREA
8 RESIDENTIAL ELEVATORS
9 COMMERCIAL ELEVATORS
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 2
3 3
36 Bikes
12 Bikes 16 Bikes
24 Bikes
DN
DN
UP
FEC
UP
FEC
FEC
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13

RESIDENTIAL SEE AR SERIES
________
A3.0
1 ________
A3.0
2 ________
A3.1
1 ________
A3.1
2 1
A4.0
__________
2 A4.0
__________
1 1 1
1 3
3 4
6 2
PLe
PLn 1
9 ________
A3.2
5 ________
A3.2
4 ________
A3.2
________ 3
A3.2
2 ________
A3.2
6 ________
A3.2
1 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" J.5

12.8 E.8
E.9
101
STAIR 1
100A
RETAIL
100C
RETAIL
100D
RETAIL
104

OFFICE LOBBY
100E
RETAIL
100F
RETAIL
115
OFFICE
117

SERVICE CORRIDOR
110
SHOWER
112

BIKE STORAGE
113

STORAGE
111

ELEV EQMT
119

CORRIDOR
105
MEN RR
106

WOMEN RR
114

TRASH ROOM
107A

TRANSFORMER ROOM
107B

TRANSFORMER ROOM
107

ELECTRICAL ROOM
103
STAIR 3
62' - 7 1/4"
62' - 5 5/8"
42' - 0 5/8"
67' - 3 7/8"
37' - 9 1/4" 37' - 9 1/4" 24' - 11 3/4"
97' - 5 7/8"
66' - 4 3/4"
70'-0"
37'-6"
5'-0"
__________
2 A3.3
A3.3
3 4
102
STAIR 2
109
JAN
________
A3.2
7 8
A3.2
__________
1 A0.20
__________
76' - 1 3/4"
2 A0.20
__________
37' - 5 3/8"
20' - 8"
5' - 6 1/8" 39' - 2 7/8"
CL
CLCLCL
16' - 6 5/8" 18' - 11 1/2" 10' - 2 1/4"
33' - 10 1/4"
7' - 0"
25' - 1 1/8" 18' - 1 1/8"
CLCL
7' - 10" 25' - 6 3/4" 21' - 4 1/4" 21' - 3 1/8"
120

FIRE CONTROL
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 226' - 7 3/8"
2 109' - 9"
2 9' - 9 5/8"
62' - 7 1/4"
2 2
________
A0.22
2 ________
A0.22
1 10' - 0"
6' - 11 3/4"
2 2
10' - 0 3/8"
2 5

NIC (NOT IN CONTRACT)
NEW PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1
NEW FIRE RATED PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1

NEW FIRE EXTINGUISHER AND CABINET

NEW DOOR ASSEMBLY

FINISH TRANSITION
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:56:22 PM
As indicated
A2.1

FIRST FLOOR PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3/32" = 1'-0" 1
LEVEL 1 FLOOR PLAN

KEYNOTES
LEGEND
# KEYNOTE DESCRIPTION
1 PAINTED METAL STOREFRONT AND COLUMN SURROUNDS, TYP.
2 PUBLIC ACCESS STAIR & ELEVATOR TO BASEMENT LEVEL
3 MASS TIMBER STRUCTURAL COLUMN, TYP.
4 MECHANICAL SHAFT
5 TRASH ROOM - SEE SHEETS T0.0 & T0.1
6 BIKE ROOM TRAVEL DISTANCE
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 2
FEC

WWWWWWWW

WWWWWWWW
◆◆ ◆◆
UP
FEC
DN UP
FEC
UP
FEC
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13

OPEN TO BELOW
________
A3.0
1 ________
A3.0
2 ________
A3.1
1 ________
A3.1
2 RESIDENTIAL SEE AR SERIES
1 A4.0
__________
2 A4.0
__________
1 1
1 1
3 3
2 PLe
PLn 1
9 ________
A3.2
5 ________
A3.2
4 ________
A3.2
________ 3
A3.2
2 ________
A3.2
6 ________
A3.2
1 2
18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" J.5

12.8 E.8
E.9
1 4
201
STAIR 1
202
STAIR 2
204
OFFICE 207

ELECTRICAL
208
IDF
206

WOMEN RR
205
MEN RR
203
STAIR 3
209

TERRACE
________
A3.2
7 8
A3.2
__________
1 A0.20
__________
2 A0.20
__________
CLCLCL
37' - 7 3/4" 187' - 10"
CL
CL
CL
21' - 3 7/8" 67' - 0 3/4"

CLCLCLCLCL
7' - 7 7/8" 8' - 6 1/8" 21' - 10 3/8" 16' - 0 1/8"
CL
CL
CL
CL
12' - 1 3/8" 15' - 10 7/8" 10' - 7"
CL
CL
85' - 1 1/4" 38' - 3 1/4" 85' - 4 1/4"
33' - 0"
13' - 8 1/4"
76' - 0"
76' - 0" 35' - 0" 76' - 0"
5 2
10' - 0"
10' - 0"
10' - 0"
15' - 0"
6' - 6"
29' - 6 1/4" 15' - 0"
10' - 0 1/4"
2' - 0" 2' - 0"
10' - 0"
6 2
________
A0.22
2 ________
A0.22
1 NIC (NOT IN CONTRACT)
NEW PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1
NEW FIRE RATED PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1

NEW FIRE EXTINGUISHER AND CABINET

NEW DOOR ASSEMBLY

FINISH TRANSITION
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:56:28 PM
As indicated
A2.2

SECOND FLOOR PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3/32" = 1'-0" 1
LEVEL 2 FLOOR PLAN

KEYNOTES
LEGEND
# KEYNOTE DESCRIPTION
1 DARK FRAMED STOREFRONT GLAZING, TYP.
2 MECHANICAL SHAFT
3 MASS TIMBER STRUCTURAL COLUMN, TYP.
4 TENANT TERRACE
5 EXTERIOR STRUCTURAL ELEMENTS TO BE RATED PER CBC 703.2, TYP 6 IMAGINARY PROPERTY LINE
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 DN
FEC
DN
FEC
FEC
FEC
UP DN
FEC
FEC
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13
________
A3.0
1 ________
A3.0
2 ________
A3.1
1 ________
A3.1
2 RESIDENTIAL SEE AR SERIES
1 A4.0
__________
2 A4.0
__________
1 1
1 1
3 3
2 4
PLe
PLn 1
9 2
18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" J.5

12.8 E.8
E.9
303
STAIR 3
306

WOMEN RR
305
MEN RR
308
IDF
307

ELECTRICAL
301
STAIR 1
302
304 STAIR 2
OFFICE
309

TERRACE
1 A0.20
__________
2 A0.20
__________
CLCL
38' - 1 1/4" 187' - 10"
CL
CL
21' - 9 3/8" 67' - 0 3/4"

CLCLCLCLCL
7' - 7 7/8" 8' - 6 1/8" 21' - 10 3/8" 16' - 0 1/8"
CL
CL
CL
CL
12' - 1 3/8" 15' - 10 7/8" 10' - 7"
CL
CL
85' - 1 1/4" 38' - 3 1/4" 85' - 4 1/4"
76' - 0"
76' - 0" 35' - 0" 76' - 0"
5 2
10' - 0"
10' - 0"
10' - 0"
15' - 0"
10' - 0"
29' - 6 1/4" 15' - 0"
2' - 0" 2' - 0"
10' - 0"
6 2
________
A0.22
2 ________
A0.22
1 NIC (NOT IN CONTRACT)
NEW PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1
NEW FIRE RATED PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1

NEW FIRE EXTINGUISHER AND CABINET

NEW DOOR ASSEMBLY

FINISH TRANSITION
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:56:30 PM
As indicated
A2.3

THIRD FLOOR PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3/32" = 1'-0" 1
LEVEL 3 FLOOR PLAN

KEYNOTES
LEGEND
# KEYNOTE DESCRIPTION
1 DARK FRAMED STOREFRONT GLAZING, TYP.
2 MECHANICAL SHAFT
3 MASS TIMBER STRUCTURAL COLUMN, TYP.
4 TENANT TERRACE
5 EXTERIOR STRUCTURAL ELEMENTS TO BE RATED PER CBC 703.2, TYP 6 IMAGINARY PROPERTY LINE
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 FEC
FEC
FEC
FEC
UP DN
FEC
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13
________
A3.0
1 ________
A3.0
2 ________
A3.1
1 ________
A3.1
2 RESIDENTIAL SEE AR SERIES
1 A4.0
__________
2 A4.0
__________
1 3
3 2
4 PLe
PLn 1
9 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" J.5

12.8 E.8
E.9
2 401
STAIR 1
404
OFFICE
402
STAIR 2
407

ELECTRICAL
408
IDF
405
MEN RR
406

WOMEN RR
403
STAIR 3
409

TERRACE
1 A0.20
__________
2 A0.20
__________
CLCL
38' - 1 1/4" 187' - 10"
CL
CL
21' - 9 3/8" 67' - 0 3/4"

CLCLCLCLCL
7' - 7 7/8" 8' - 6 1/8" 21' - 10 3/8" 16' - 0 1/8"
CL
CL
CL
CL
12' - 1 3/8" 15' - 10 7/8" 10' - 7"
CL
CL
85' - 1 1/4" 38' - 3 1/4" 85' - 4 1/4"
76' - 0"
76' - 0" 35' - 0" 76' - 0"
107' - 9 1/2"
5 2
10' - 0"
10' - 0"
10' - 0"
15' - 0"
6' - 6"
29' - 6 1/4" 15' - 0"
2' - 0"
2' - 0"
10' - 0"
6 2
________
A0.22
2 ________
A0.22
1 NIC (NOT IN CONTRACT)
NEW PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1
NEW FIRE RATED PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1

NEW FIRE EXTINGUISHER AND CABINET

NEW DOOR ASSEMBLY

FINISH TRANSITION
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:56:33 PM
As indicated
A2.4

FOURTH FLOOR PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3/32" = 1'-0" 1
LEVEL 4 FLOOR PLAN

KEYNOTES
LEGEND
# KEYNOTE DESCRIPTION
1 DARK FRAMED STOREFRONT GLAZING, TYP.
2 MECHANICAL SHAFT
3 MASS TIMBER STRUCTURAL COLUMN, TYP.
4 TENANT TERRACE TO BE SUBDIVIDED AS PART OF FUTURE TENANT IMPROVEMENT 5 EXTERIOR STRUCTURAL ELEMENTS TO BE RATED PER CBC 703.2, TYP 6 IMAGINARY PROPERTY LINE
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 FEC
FEC
FEC
UP DN
FEC
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13
________
A3.0
1 ________
A3.0
2 ________
A3.1
1 ________
A3.1
2 RESIDENTIAL SEE AR SERIES
1 A4.0
__________
2 A4.0
__________
1 3
3 2
4 PLe
PLn 1
9 2
18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" J.5

12.8 E.8
E.9
1 4
4 1
501
STAIR 1
504
OFFICE
505
MEN RR
506

WOMEN RR
502
STAIR 2
507

ELECTRICAL
508
IDF
503
STAIR 3
509

TERRACE
510

TERRACE
511

TERRACE
1 A0.20
__________
2 A0.20
__________

CLCLCLCLCL
7' - 7 7/8" 8' - 6 1/8" 21' - 10 3/8" 16' - 0 1/8"
CL
CL
CL
CL
12' - 1 3/8" 15' - 10 7/8" 10' - 7"
22' - 2" 66' - 2 1/8"
56' - 11 3/8" 57' - 6" 35' - 0" 57' - 6" 19' - 5 5/8"
CL
39' - 1 1/8" 17' - 9 7/8" 41' - 7 3/8"
107' - 9 1/2"
21' - 4" 64' - 6" 38' - 3 1/4" 64' - 6" 21' - 1"
57' - 6" 19' - 5 5/8"
25' - 5 3/4"
33' - 8 3/8"
113' - 0"
52' - 0"
10' - 0"
10' - 0"
10' - 0"
15' - 0"
10' - 0"
29' - 6 1/4" 15' - 0"
2' - 0" 2' - 0"
10' - 0"
5 2
________
A0.22
2 ________
A0.22
1 NIC (NOT IN CONTRACT)
NEW PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1
NEW FIRE RATED PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1

NEW FIRE EXTINGUISHER AND CABINET

NEW DOOR ASSEMBLY

FINISH TRANSITION
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:56:35 PM
As indicated
A2.5

FIFTH FLOOR PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3/32" = 1'-0" 1
LEVEL 5 FLOOR PLAN

KEYNOTES
LEGEND
# KEYNOTE DESCRIPTION
1 DARK FRAMED STOREFRONT GLAZING, TYP.
2 MECHANICAL SHAFT
3 MASS TIMBER STRUCTURAL COLUMN, TYP.
4 TENANT TERRACE TO BE SUBDIVIDED AS PART OF FUTURE TENANT IMPROVEMENT 5 IMAGINARY PROPERTY LINE
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 FEC
FEC
UP DN
FEC
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13
________
A3.0
1 ________
A3.0
2 ________
A3.1
1 ________
A3.1
2 1
A4.0
__________
2 A4.0
__________
PLe
PLn 1
9 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" J.5

12.8 E.8
E.9
1 3
3 2
4 2
1 4
4 1
4 601
STAIR 1
604
OFFICE
605
MEN RR
606

WOMEN RR
608
IDF
607

ELECTRICAL
602
STAIR 2
603
STAIR 3

RESIDENTIAL SEE AR SERIES
609

TERRACE
617

TERRACE
610

TERRACE
611

TERRACE
612

TERRACE
613

TERRACE
616

TERRACE
615

TERRACE
614

TERRACE
1 A0.20
__________
2 A0.20
__________

CLCLCLCLCL
7' - 7 7/8" 8' - 6 1/8" 21' - 10 3/8" 16' - 0 1/8"
CL
CL
CL
CL
12' - 1 3/8" 15' - 10 7/8" 10' - 7"
67' - 2 3/4"
55' - 11 5/8"
149' - 11 1/2"
25' - 5 3/4" 39' - 0 3/4" 22' - 1 3/8"
185' - 9 3/4"
CL
CL
64' - 11 7/8" 37' - 3 5/8" 64' - 11 7/8"
13' - 6 1/4"
18' - 5 5/8"
21' - 0 5/8"
59' - 5 5/8" 33' - 0 3/4" 59' - 5 1/4"
11' - 4"
57' - 5 3/4" 10' - 0"
10' - 0"
10' - 0"
15' - 0"
10' - 0"
29' - 6 1/4" 15' - 0"
2' - 0" 2' - 0"
10' - 0"
5 2
________
A0.22
2 ________
A0.22
1 NIC (NOT IN CONTRACT)
NEW PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1
NEW FIRE RATED PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1

NEW FIRE EXTINGUISHER AND CABINET

NEW DOOR ASSEMBLY

FINISH TRANSITION
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:56:38 PM
As indicated
A2.6

SIXTH FLOOR PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3/32" = 1'-0" 1
LEVEL 6 FLOOR PLAN

KEYNOTES
LEGEND
# KEYNOTE DESCRIPTION
1 DARK FRAMED STOREFRONT GLAZING, TYP.
2 MECHANICAL SHAFT
3 MASS TIMBER STRUCTURAL COLUMN, TYP.
4 TENANT TERRACE TO BE SUBDIVIDED AS PART OF FUTURE TENANT IMPROVEMENT 5 IMAGINARY PROPERTY LINE
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 FEC
DN

NIC (NOT IN CONTRACT)
NEW PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1
NEW FIRE RATED PARTITION / CONSTRUCTION WITH TAG, SEE SHEET A9.1

NEW FIRE EXTINGUISHER AND CABINET

NEW DOOR ASSEMBLY

FINISH TRANSITION
J
I
H
G
F
K
E
D
C
B
A
1 2 3 4 5 6 7 8 10 11 12 13
________
A3.0
1 ________
A3.0
2 ________
A3.1
1 ________
A3.1
2 1
A4.0
__________
2 A4.0
__________
PLe
PLn 1
9 J.5

12.8 E.8
E.9
1 2
3 4
4 4
1 1
18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 18' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 1 3
3 RESIDENTIAL SEE AR SERIES
2 A0.20
__________
153' - 8"
189' - 6 1/4"
60' - 4"
93' - 4"
89' - 6"
CL
CL
49' - 8 1/8"
CLCLCL
38' - 2 1/4" 50' - 7 3/8"
CL
46' - 3 1/2"
CL
18' - 3"
CL
62' - 2 1/8"
CL
37' - 6"
56' - 2 1/4"
________
A0.22
2 ________
A0.22
1 RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:57:00 PM
As indicated
A2.7

ROOF PLAN

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1 KEYNOTES
# KEYNOTE DESCRIPTION
1 ROOFTOP MECHANICAL EQUIPMENT
2 MECHANICAL PENTHOUSE
3 SOLAR ARRAY (FINAL AREA AND LAYOUT TO BE DETERMINED)
4 ROOF PARAPET AND SOFFIT BELOW
LEGEND
3/32" = 1'-0" 1

ROOF PLAN
1 # DESCRIPTION DATE
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
FLOOR 6
70' - 6"
1 2
345678 10 11 12 13 1
A4.0
__________

TOP OF PLATE
83' - 9"
PLn1
9 REFER TO A3.2 FOR STOREFRONT
OPTION MENU. STOREFRONT SHOWN IS

ILLUSTRATIVE AND SUBJECT TO CHANGE
STOREFRONT BASE CASE IS OPTION 5 AS
SHOWN ON A3.2

MECHANICAL SCREEN
96' - 9"

12.8 13' - 0" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 17' - 6" MS-1
MT-1
GL-2
GL-3
BR-1
GL-2
MT-2
GL-1
RC-1
BR-1
GL-2
MT-1
GL-1
MT-2
+/- 99.75
+/- 101.22
WD-1
14' - 8"
9' - 3" 4' - 0" 9' - 3" 9' - 3" TYP.
14' - 8" TYP.
4' - 2" TYP.
9' - 3" TYP.
3' - 0" TYP.
14' - 4" TYP.
9' - 3" TYP.
3' - 0"
12' - 9 15/16" TYP.
15' - 6" TYP.
27' - 5"
10' - 10"
6' - 7" TYP.
9' - 3" TYP.
5' - 0"
BUILDING HEIGHT FROM EXISTING GRADE AT CORNER OF 5TH AVE & B STREET 82' - 3"
BUILDING HEIGHT FROM EXISTING GRADE AT CORNER OF 4TH AVE & B STREET 81' - 4"
1' - 6" 2' - 0"1' - 6" 1' - 6"
1' - 6"
31' - 8"
27' - 0"
2' - 0" 4' - 0"
2' - 0"
2' - 4"
8 A3.2
__________
10 A3.2
__________
9 A3.2
__________
2 A0.20
__________
75' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITH SIGNIFICANT PUBLIC BENEFIT
55' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITHOUT SIGNIFICANT PUBLIC BENEFIT

AVG ROOF HEIGHT
84' - 9"
2 2
2 FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
FLOOR 6
70' - 6"

EFGH I JK
2 A4.0
__________

TOP OF PLATE
83' - 9"
REFER TO A3.2 FOR

STOREFRONT OPTION MENU

MECHANICAL SCREEN
96' - 9"
E.8 E.9 J.5
13' - 0" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 17' - 6" MS-1
MT-1
GL-2
GL-3
BR-1
GL-2
MT-2
GL-1
+/- 101.22
+/- 99.72
WD-1

RESIDENTIAL SEE AR SERIES
2' - 0" 4' - 0"
9' - 3" 4' - 0" 9' - 3"
14' - 10"
14' - 10"
9' - 3"
16' - 0" TYP.
9' - 3" TYP.
4' - 8" TYP. 9' - 3" TYP.
9' - 3" 4' - 0" 9' - 3"
16' - 0" TYP.
17' - 6" TYP.
12' - 8" MIN.
3' - 0" TYP.
3' - 6"
5' - 0"
2' - 4" 1' - 9" 1' - 6"
1' - 6" 1' - 6"
3' - 0"
15' - 6"
BUILDING HEIGHT FROM EXISTING GRADE AT EDGE OF PROPERTY ON 4TH AVE 82' - 7"
CP-1
1 A0.20
__________
75' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITH SIGNIFICANT PUBLIC BENEFIT
55' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITHOUT SIGNIFICANT PUBLIC BENEFIT

AVG ROOF HEIGHT
84' - 9"
2 EXTERIOR BRICK:

CEMENT PLASTER:

BR-1
CP-1
GROUND FLOOR RETAIL:

DARK-FRAMED STOREFRONT:

GL-1
GL-2
GLASS GUARDRAIL:

WOOD-LOOK CLADDING:

GL-3
WD-1
ENTRY CANOPY:

RC-1
METAL PANEL:

MT-1
METAL PANEL:

MT-2
ROOF MECHANICAL SCREEN:

MS-1
1 1
1 1
2 DENOTES OBSCURRED GLAZING
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:58:10 PM
1/8" = 1'-0"
A3.0

EXTERIOR ELEVATIONS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1/8" = 1'-0"
1 S. B STREET - WEST ELEVATION
1/8" = 1'-0"
2 E 4TH AVENUE - NORTH ELEVATION

MATERIAL PALETTE
1 1
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 2
FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
FLOOR 6
70' - 6"

KJ I HGFEDCBA
2 A4.0
__________

TOP OF PLATE
83' - 9"
PLe

MECHANICAL SCREEN
96' - 9"
J.5 E.9 E.8
MS-1
MT-1
GL-2
GL-3
BR-1
GL-2
MT-2
GL-1
CP-1
+/- 97.10 +/- 99.75 13' - 0" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 17' - 6" 2' - 0" 16' - 0" TYP.
9' - 3" TYP. 9' - 3" 4' - 0" 9' - 3"
16' - 0" TYP.
17' - 6" TYP.
13' - 4" MIN.
15' - 10" TYP.
9' - 3" TYP.
4' - 8" TYP.
9' - 3" TYP.
1' - 6" 1' - 6"
5' - 0"
BUILDING HEIGHT AT EXISTING GRADE AT 5TH AVE AND RAILROAD AVE 85' - 9 1/2"
12' - 0"
15' - 10"
16' - 0"
12' - 0"
4' - 9" 8' - 2" 4' - 7" 8"
1 A0.20
__________
75' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITH SIGNIFICANT PUBLIC BENEFIT
55' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITHOUT SIGNIFICANT PUBLIC BENEFIT 2 AVG ROOF HEIGHT
84' - 9"
2 2
2 FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
FLOOR 6
70' - 6"
13 12 11 1087
1 A4.0
__________

TOP OF PLATE
83' - 9"
9 MECHANICAL SCREEN
96' - 9"

12.8 MS-1
MT-1
GL-2
GL-3
GL-2
MT-2
CP-1
+/- 97.10
+/- 97.38
17' - 6" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 0"

RESIDENTIAL BUILDING

SEE AR SERIES
15' - 6" TYP.
9' - 3" 4' - 0" 9' - 3" 9' - 3" TYP.
15' - 6" TYP. 2' - 0" 1' - 6"
4' - 2" TYP.
9' - 3" TYP.
6' - 7" TYP. 9' - 3" TYP.
3' - 0" 10' - 6" 2' - 6"
3' - 0" TYP.
2' - 6" 10' - 6" 2' - 6" 5' - 8" 8' - 0" 1' - 10"
84' - 10"
11 5/8" 14' - 0 3/4" 11 5/8"
75' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITH SIGNIFICANT PUBLIC BENEFIT
55' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITHOUT SIGNIFICANT PUBLIC BENEFIT

AVG ROOF HEIGHT
84' - 9"
2 EXTERIOR BRICK:

CEMENT PLASTER:

BR-1
CP-1
GROUND FLOOR RETAIL:

DARK-FRAMED STOREFRONT:

GL-1
GL-2
GLASS GUARDRAIL:

WOOD-LOOK CLADDING:

GL-3
WD-1
ENTRY CANOPY:

RC-1
METAL PANEL:

MT-1
METAL PANEL:

MT-2
ROOF MECHANICAL SCREEN:

MS-1
1 1
1 1
2 DENOTES OBSCURRED GLAZING
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:59:27 PM
1/8" = 1'-0"
A3.1

EXTERIOR ELEVATIONS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1/8" = 1'-0"
1 E 5TH AVENUE - SOUTH ELEVATION
1/8" = 1'-0"
2 S RAILROAD AVENUE - EAST ELEVATION

MATERIAL PALETTE
1 1
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024

BUILDING SIGNAGE
CL
CL
7' - 0" 5' - 6" 2' - 6"

CLCLCLCL
6' - 8" 6' - 8" 3' - 0" 6' - 8" 6' - 8"
4"
1' - 0"

TENANT SIGNAGE &
AWNING
6"
2"
6' - 8"
7' - 7 1/4"
CL
CL
2' - 6 1/4" 3' - 0" 5' - 4" 2' - 6"

CLCLCLCLCL
2' - 2 1/2" 1' - 11 1/2" 3' - 7" 3' - 7" 1' - 11 1/2" 2' - 2 1/2"

TENANT SIGNAGE &
AWNING
CL
2' - 1" 8' - 3" 2' - 6"
2" 6" 4' - 10"
7' - 1"

CLCLCLCLCL
2' - 8 1/4" 2' - 8 1/4" 2' - 8 1/4" 2' - 8 1/4" 2' - 7 1/2" 2' - 7 1/2"

TENANT SIGNAGE & AWNING

TENANT SIGNAGE
CL
CL
CL
2' - 1" 2' - 6" 2' - 9" 2' - 9" 2' - 9"
CLCLCL
5' - 4" 2' - 4 1/4" 2' - 7 1/4" 2' - 7 1/4" 2' - 7 1/4" 4' - 10" 6"
7' - 1"
2 TENANT SIGNAGE & AWNING
CL
2' - 7 1/4" 8' - 3" 2' - 6"

CLCLCLCL
3' - 2 3/8" 3' - 2 3/8" 3' - 2 3/8" 3' - 2 3/8" 3' - 2 3/8" 2 TENANT SIGNAGE & AWNING
CL
CL
2' - 6" 5' - 8 5/8" 2' - 8 3/8" 2' - 9"
CLCL
5' - 1 1/2" 7' - 2" 5' - 1 7/8"
7' - 11"

STOREFRONT EXAMPLE
COLOR OPTIONS**
2 TENANT SIGNAGE &
AWNING
CL
CL
CL
2' - 6 1/4" 1' - 5" 1' - 9" 5' - 2" 2' - 6"

CLCLCLCL
2' - 4" 2' - 1" 7' - 2" 2' - 1" 2' - 4"
7' - 7 1/4"
2 3' - 0"
7' - 5" 7 1/8"
2 FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
K
9' - 3" 1' - 6" 2' - 6" 9' - 3" 1' - 6"
5 7/8"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
K
9' - 3" 1' - 6"
5 7/8"
4"
1"
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:59:34 PM
As indicated
A3.2

STOREFRONT OPTIONS

AND SECTIONS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1 1/4" = 1'-0" 1

OFFICE ENTRY
1/4" = 1'-0" 2
STOREFRONT OPTION 1
1/4" = 1'-0" 3
STOREFRONT OPTION 2
1/4" = 1'-0" 4
STOREFRONT OPTION 3
1/4" = 1'-0" 5
STOREFRONT OPTION 4
1/4" = 1'-0" 6
STOREFRONT OPTION 5*
1/4" = 1'-0" 7
STOREFRONT OPTION 6
1/4" = 1'-0" 8

RECESSED STOREFRONT ENTRY SECTION
1/4" = 1'-0" 10 LEVEL 2-3 TYP. WINDOW SECTION1/4" = 1'-0" 9 LEVEL 4-6 TYP. WINDOW SECTION
*NOTE: STOREFONT OPTIONS ARE EXAMPLES OF DESIGNS TO BE CHOSEN BY TENANTS IF RETAIL SPACE IS PRE-LEASED. DEFAULT DESIGN IS STOREFRONT OPTION 5.
**NOTE: EXAMPLE COLOR SELECTION IF RETAIL SPACE IS PRE-LEASED. DEFAULT COLOR WILL BE BLACK.
*NOTE: AWNING CONFIGURATIONS ARE EXAMPLES OF

DESIGNS TO BE CHOSEN BY TENANTS IF RETAIL
SPACE IS PRE-LEASED. DEFAULT CONFIGURATION
IS WITHOUT AWNING.
# DESCRIPTION DATE
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
2 EXTERIOR BRICK:

GROUND FLOOR RETAIL: CEMENT PLASTER:

DARK-FRAMED STOREFRONT:

WOOD-LOOK CLADDING: METAL PANEL:

METAL PANEL:

GLASS GUARDRAIL:

BR-1
GL-1 CP-1
GL-2
GL-3 WD-1
MT-2
MT-1
1 1
1 2
G
F
5 6
E.8
E.9
A3.3
3 27' - 5 1/2"
23' - 9 3/8"
4 TYP
2' - 6"
6' - 0"
6' - 0" 6' - 0"
FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
6 5
TYP
2' - 8"
TYP
2' - 8"
15' - 3 1/2"
16' - 7 1/2
DERO ULTRA "

SPACE SAVER
FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
6 15' - 3 1/2"
16' - 7 1/2"

DERO DOUBLE DECKER

WITH ASSIST
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:59:37 PM
As indicated
A3.3

MATERIAL BOARD,

ENLARGED PLANS,

ELEVATIONS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1/2" = 1'-0"

MATERIAL BOARD
3/16" = 1'-0" 2

ENLARGED BIKE ROOM PLAN
1/4" = 1'-0" 3

BIKE ROOM ELEVATION A
1/4" = 1'-0" 4

BIKE ROOM ELEVATIONS B
1 # DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
FLOOR 6
70' - 6"

BASEMENT
-15' - 0"

ABCDEFGH I JK
2 A4.0
__________
45° BULK MASS BOUNDARY 2
1 TOP OF PLATE
83' - 9"
38' - 0"

MECHANICAL SCREEN
96' - 9"
E.8 E.9 J.5

DISTANCE TO CL OF STREET
35' - 0"
18' - 3"
13' - 0" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 17' - 6" 14' - 0" 16' - 7 1/2"

CLR TYP
12' - 4 1/2"
2' - 2"
3 BUILDING HEIGHT FROM EXISTING GRADE
+/- 82' - 1 3/4"
+/- 100.39
+/- 100.39
+/- 97.34 BUILDING HEIGHT FROM EXISTING GRADE
+/- 85'-0"
1 75' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITH SIGNIFICANT PUBLIC BENEFIT
55' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITHOUT SIGNIFICANT PUBLIC BENEFIT

AVG ROOF HEIGHT
84' - 9"
FLOOR 1 - AVERAGE GRADE
0"
FLOOR 2
17' - 6"
FLOOR 3
30' - 9"
FLOOR 4
44' - 0"
FLOOR 5
57' - 3"
FLOOR 6
70' - 6"

BASEMENT
-15' - 0"
12345678 10 11 12 13 1
A4.0
__________
45° BULK MASS BOUNDARY
1 2

TOP OF PLATE
83' - 9"
9 36' - 5 3/4"
35' - 0"

MECHANICAL SCREEN
96' - 9"

12.8 13' - 0" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 13' - 3" 17' - 6"

DISTANCE TO CL OF STREET
35' - 0"

CLR TYP
12' - 4 1/2" 16' - 7 1/2" 14' - 0"
5' - 0"
2' - 0"
2' - 2"
33 +/- 98.90
+/- 97.34

BUILDING HEIGHT FROM EXISTING GRADE
+/- 82' - 5"

BUILDING HEIGHT ABOVE EXISTING GRADE
+/- 83' - 5 1/4"
1 75' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITH SIGNIFICANT PUBLIC BENEFIT
55' FROM LOWEST POINT OF EXISTING GRADE AT BUILDING EDGE

BUILDING HEIGHT LIMIT WITHOUT SIGNIFICANT PUBLIC BENEFIT

AVG ROOF HEIGHT
84' - 9"
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:59:43 PM
3/32" = 1'-0"
A4.0

BUILDING SECTIONS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3/32" = 1'-0"
1 NORTH-SOUTH SECTION
3/32" = 1'-0"
2 EAST-WEST SECTION

KEYNOTES
# KEYNOTE DESCRIPTION
1 ROOFTOP MECHANICAL SCREEN
2 GLASS RAILING AT BALCONY
3 SOLAR ARRAY (FINAL AREA AND LAYOUT TO BE DETERMINED)
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024

SURFACE-MOUNTED LATCH RELEASE DOOR

HARDWARE IS EXEMPT FROM INCLUSION IN THE
CODE-REQUIRED 7" MAX ENCROACHMENT INTO
THE REQUIRED EGRESS WIDTH IF MOUNTED AT 34"
MIN AFF & 48" MAX AFF.

EG
RES
S
WIDTH

NOT LES
S THAN

HALF OF REQ
D
7" M
AX

SEE FLO
O

R PLANS

HALLWAY
O
R
C
O
R
RID
O
R

WIDTH A
S
S
CHEDULED (44" MIN CLR)
SCHEDULED DOOR IN 180 DEGREE FULLYOPENED POSITION
SCHEDULED DOOR IN 90 DEGREE FULLYOPENED POSITION

BOT RAIL OR STILE WHERE OCCURS
NOTE: Y=48" MIN IF

DOOR HAS A LATCH & A
CLOSER.

NOTE: Y=48" MIN IF

DOOR HAS BOTH A
LATCH & A CLOSER.

NOTE: X=12" MIN IF

DOOR HAS BOTH A
LATCH & A CLOSER.

PUSH SIDE

PULL SIDE

PUSH SIDE

PULL SIDE

PULL SIDE

PUSH SIDE

IN SERIES
(2) TWO HINGED DOORS

LATCH SIDE

APPROACHES

SWINGING DOORS

HINGE SIDE

APPROACHES

SWINGING
DOORS
FRONT

APPROACHES

SWINGING DOORS
(2) TWO HINGED DOORS

IN SERIES
(2) TWO HINGED DOORS

IN SERIES
48" MIN
X
44" MIN
6 36" MIN Y
0'' MIN 60'' MIN
24" MIN
X
44" MIN
Y
48'' MIN
CLR
32'' MIN
NTS
48'' MIN
48" MIN
AFF
34" MIN
AFF
44" M
AX
60" MIN
24'' MIN AT EXT DOORS
18" MIN AT INT DOORS
MIN
10"
22" MIN
24" MIN

DOORS IN SERIES

AREA LIMITS FOR DR OPENING

HARDWARE OPERABLE W/ SINGLE

EFFORT BY LEVER-TYPE

HARDWARE, PANIC DEVICES &

PUSH-PULL BARS, W/O REQUIRING

TIGHT GRASPING, PINCHING OR
TWISTING OF WRIST TO OPERATE.

NOTES:

1. COMPLY WITH REQD FRONT

APPROACH CLEARANCES AT DOORS
IN ALCOVES.

2. EXIT DOOR SIZE REQD: 36" MIN &
48" MAX DR LEAF WIDTH; 80"
MIN HIGH & 32" MIN CLR OPENING
WIDTH.

3. FORCE REQD MAX FOR PULLING OR
PUSHING HINGED DOORS:
• 5 LBS. FOR INT DOORS
• 5 LBS FOR EXT DOORS
• 15 LBS FOR FIRE DOORS

PLAN LOW DRINKING FOUNTAIN
(WITH RAILINGS OR WING WALLS)

WATER SPOUT
TYP

WATER SPOUT

PLAN HI-LO DRINKING FOUNTAIN
(WITHIN ALCOVE)

WATER CONTROL

LEVER OR BUTTON

STANDING HT

DRINKING

FOUNTAIN (HI)

LOW DRINKING

FOUNTAIN FOR

WHEELCHAIR

USERS (LO)
30" X 48" (NTS) MIN

CLR FL SPACE

CENTERED ON LOW

DF TYP UON

LOW DRINKING

FOUNTAIN ELEVATION

HI-LO DRINKING

FOUNTAIN ELEVATION

PROVIDE RAILING, WING

WALLS OR ALCOVE

WATER CONTROL

LEVER OR

BUTTON, TYP

KNEE & TOE CLEARANCES

ELEVATION AT LOW

DRINKING FOUNTAIN

FIN FL TYP
(36" MIN CLR WIDTH

IF WING WALLS OR
RAILING >24" DEEP)
3" MAX FROM EDGE

OF ROUND BOWL TO
SPOUT

CLR REQD

FACE OF

PTN FIN

FACE OF

RAILING,

WING WALL

OR ALCOVE
BEYOND
DF
6" M
AX
CLR
32" MIN
WIDTH IS 32"
18" MIN
24" M

AX IF CLR
18" (NTS) 18" (NTS)

RECOMMENDED
54" MIN CLR
6" M
AX
R

AIL, WHERE O
C
CUR
S
6" M
A

X TO BOT OF HO
RIZ
36" M
A
X
AFF
TO
SPOUT
27" MIN

AFF CLR
ALCOVE
54" MIN CLR

RECOMMENDED
19" MAX
18" MIN

CLEARANCE
8" MIN
KNEE
27" MIN AFF
TO
SPOUT
36" M
AX
AFF
9" MIN CLEARANCE
6" MAX TOE
11" MIN CLR
TO
SPOUT
38" MIN
43" M
A
X
AFF
5" M
AX TO
SPOUT
NOTES:

1. PROVIDE MIN 2 DRINKING

FOUNTAINS AT EACH
FLOOR, 1 ACCESSIBLE TO
WHEELCHAIR USERS & 1

AT STANDING HT (HI-LO
DRINKING FOUNTAINS);
CONFIRM CLEARANCE.

2. CONFIRM REQUIREMENTS

WITH AUTHORITY HAVING

JURISDICTION,

PARTICULARLY CLEAR

DIMENSIONS FOR HI-LO

DRINKING FOUNTAINS
WITHIN ALCOVES.

3. DIMENSIONS ARE TO FACE

OF PTN FINISH & TOP OF
FIN FLOOR TYP, UON.

4. CBC IS SILENT ON REQD

MIN CLR WIDTH FOR BOTH

HI-LO DF
5/8" MIN RAISED

CHARACTER

HEIGHT, TYP UON
3/8" MIN

SEPARATION

BETWEEN ROWS

PLACE STAR ON

LEFT SIDE OF MAIN

ENTRY FLOOR
NUMBER

DOOR OPEN

DOOR CLOSE
NOTES:

1. PROVIDE RAISED CHARACTERS AND SYMBOLS IN WHITE ON A BLACK BACKGROUND.

2. 54" MAX AFF IS ALLOWED TO THE HIGHEST OPERABLE CAR CONTROL BUTTONS IN EXISTING ELEVATORS (OR WHERE THE ELEVATOR PANEL SERVES MORE THAN 16 OPENINGS), AND IF A PARALLEL APPROACH IS PROVIDED. 3/4" MIN BUTTON,
RAISED TO 1/8" ±1/32"

ABOVE THE

SURROUNDING

SURFACE

EMERGENCY STOP
(OCTAGONAL

SYMBOL SHALL

BE RAISED BUT
THE "X" IS NOT)

EMERGENCY ALARM

ALARM STOP

OPEN CLOSE
4 2
B
3 1
.
.
. 35" MIN AFF
48" MAX AFF (SEE NOTE BELOW)
PHONE

PLACE BRAILLE

BELOW EACH
RAISED

CHARACTER, TYP S

SPEAKER FOR

EMERGENCY TWO-WAY

COMMUNICATION
SYSTEM
TYP
3/16"
MIN
*
* * **

PLAN VIEW WITH CENTER OPENING DOOR

PLAN VIEW WITH SIDE OPENING DOOR
* ALTERNATE LOCATION OF CAR CONTROL PANEL WITH SIDE OPENING DOOR * * ALTERNATE LOCATION OF CAR CONTROL PANEL WITH CENTER OPENING DOOR 36" MIN CLR
51" MIN CLR
54" MIN CLR
68" MIN CLR
*
80" MIN CLR
51" MIN CLR
54" MIN CLR
42" MIN CLR

CLR TYP
1 1/2" MIN
TYP
1 1/4" MIN O
D
2" M
A
X
O
D
TYP
6"
MAX

SUPPORT RAIL

SUPPORT RAIL
NOTES:

1. PROVIDE SUPPORT RAILS ON AT LEAST ONE WALL OF ELEVATOR CAR, W/ CLEARANCE BETWEEN

SUPPORT RAILS & ADJACENT SURFACES AS INDICATED, ITS SURFACE SHALL BE SMOOTH & ADJACENT SURFACES FREE OF SHARP OR ABRASIVE ELEMENTS.

2. MOUNT SUPPORT RAILS AT 31" AFF MIN & 33" AFF MAX AS MEASURED TO TOP OF SUPPORT RAILS.

3. ALLOWABLE STRESSES ON SUPPORT RAILS SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 LBS IS APPLIED AT ANY POINT ON THE SUPPORT RAIL, FASTENER, MOUNTING DEVICE OR SUPPORTING STRUCTURE.

4. OUTSIDE DIAMETERS (OD) INDICATED FOR SUPPORT RAILS ARE NOT SPECIFICALLY STATED IN CBC TO BE REQD FOR ELEVATOR CABS; OD INDICATED ARE BASED ON CBC REQUIREMENTS FOR HANDRAILS AND GRAB BARS.
1 B

EVACUATION SIGN
NOTE:

AUTOMATIC DOOR REOPENING DEVICE ACTIVATED IF AN

OBJECT PASSES THROUGH EITHER LINE A OR LINE B, WHICH

REPRESENT THE VERTICAL LOCATION OF THE DOOR

REOPENING DEVICE W/O REQUIRING CONTACT & EFFECTIVE
FOR A PERIOD NOT LESS THAN 20 SECONDS.

ELEVATOR SIGN
A

HALL SIGNALS (LANTERN),

ARROWS OR CIRCLES
2 1/2" MIN X 2 1/2" MIN
CALL BUTTONS, "UP" ARROW
ABOVE THE "DOWN" ARROW
DOOR JAMB MARKING:

FL DESIGNATIONS, NUMBERS ON
BOTH SIDES OF DR JAMB: 2" HIGH

RAISED CHARACTERS, INCLUDING
THE 5- POINTED STAR, WHITE ON

BLACK BACKGROUND, W/
CONTRACTED GRADE 2 BRAILLE.

STAR AT MAIN ENTRY LEVEL ONLY,
2" OD & ALL POINTS OF STAR OF EQ
LENGTH. BRAILE TRANSLATION FOR
STAR: "MAIN".
72" MIN AFF
60" M
AX

AFF TO BOT OF CHA
R
A

CTER / STA
R
TO
C

ALL BUTTON
15" MIN & 48" M
AX
AFF
29" NO

MINAL AFF
5" NO

MINAL AFF
2" TYP
60" M
AX
AFF
48" MIN AFF

SIGNAGE AT

DOOR TO

TOILET ROOM

LOW DRINKING

FOUNTAIN

HI-LO DRINKING

FOUNTAIN

PERMANENT ROOM IDENTIFICATION

SIGN, SEE ENLARGED DETAIL

TOILET RM

SIGNAGE, SEE

ENLARGED
DETAIL

SANITARY NAPKIN

DISPOSAL

INSULATE PIPE

ACCESSIBLE

LAVATORY & MIRROR

ACCESSIBLE URINAL
(SIDE)

ACCESSIBLE URINAL
(FRONT)

SEAT COVER

DISPENSER

ACCESSIBLE TOILET
(FRONT)

FLUSH CONTROL/

ACTIVATOR AT

WIDE SIDE

DRYER PAPER TOWEL

DISPENSER

SANITARY NAPKIN

DISPENSER

PAPER TOWEL DISPENSER
& RECEPTACLE

RAILING OR
WING
WALLS

FACE OF PTN FINISH
ALCOVE
OR

RAILING MIRROR
NOTES:

1. MAX FORCE REQD TO ACTIVATE PLUMBING FIXTURE CONTROLS IS 5 POUNDS - FORCE, TYP UON.

2. HEIGHTS INDICATED ARE FROM TOP OF FINISH FLOOR, TYP UON.

3. REFER TO TYP PLANS OF WC, URINAL, LAV & DF.

4. REFER TO TYP PLANS & EL OF ACCESSIBLE SHOWERS.

5. REFER TO CUSTOM CAB DETAILS OF ACCESSIBLE LAV & SINK.

6. ACCESSIBILITY REQUIREMENTS SHOWN ARE FOR ADULTS. FOR FACILITIES FOR CHILDREN'S USE, REFER TO CBC. 19" M
A
X
AFF
17" MIN AFF
18" MAX
17" MIN
36" MIN GB
24" MIN 12'' MIN
40" M
AX
AFF
40" M
A
X
AFF
19" MIN AFF
17" M
AX
AF
4 F
4" M
AX
AFF
S
13 1/2" MIN
URFA

CE OF MIR
R
O
R
40" M
A
X
AFF
TO

REFLECTING
9" MIN AFF
27" MIN AFF
29" MIN AFF
34" M
AX
AFF
54" MIN CLR IF ALCOVE >24" DEPTH
48" MIN CLR WIDTH IF ALCOVE
18" MIN DEPTH BUT <24"
LO

W FOUNTAIN
SPOUT HT: 36" M
AX
AFF
36" MIN CLR WIDTH IF DEPTH >24"
32" MIN CLR WIDTH IF
DEPTH IS 18" MIN BUT <24";
R
AILING

WHERE O
C
CUR
S
6" M
A
X

AFF TO BOT OF HO
RIZ
60" M
AX
AFF
58" MIN AFF
40" M
AX
AFF
40" M
AX
AFF
40" M
AX
AFF
40" M
AX
AFF
A
EQ
A
EQ
(KNEESPA
CE)
27" MIN CLR
AFF
36" M
AX
AFF

SPOUT HT
27" MIN AFF
43" M
A
X
AFF

HIGH FOUNTAIN
SPOUT HT: 38" MIN AFF
36" M
A
X
AFF

TO TOP OF GB
33" MIN AFF
NOTE:

AT AMBULATORY WATER CLOSET COMPARTMENT,

DISTANCE OF WC CENTERLINE TO SIDE WALL IS
17" MIN & 19" MAX
(RECOMMENDED CLR WIDTHS )
NOTE:

AT ALCOVES FOR HI-LO DRINKING FOUNTAINS,

CBC IS SILENT ON REQD MIN CLR WIDTH TO
ACCOMMODATE BOTH THE HIGH & LOW DRINKING FOUNTAINS.

COORDINATE HEIGHT OF WALL BASE & BOTTOM OF PAPER

TOWEL DISPENSER/ RECEPTACLE TO ENSURE THAT WALL

BASE IS CONTINUOUS & WILL NOT HAVE TO BE CUT TO FIT
AROUND DISPENSER/ RECEPTACLE.

WHEELCHAIR ACCESSIBLE

TOILET COMPARTMENT

TOE CLEARANCE
NOTE:

WHERE MIRRORS ARE NOT LOCATED

ABOVE LAVATORIES OR

COUNTERTOPS, MOUNT BOTTOM EDGE

OF MIRROR'S REFLECTING SURFACE AT
35" MAX AFF
MIN
6"
TOE

CLEARANCE

WHEELCHAIR

ACCESSIBLE TOILET

COMPARTMENT

FACE OF PTN FINISH
TO LO

WEST BR

AILLE CELLS
48" MIN
CLR
18" MIN
B
EQ
B
EQ

LATCH SIDE

OPERABLE PARTS,

TYPICAL

TOILET PAPER

DISPENSER

ACCESSIBLE TOILET
(SIDE)

FACE OF PTN FINISH
GRAB BARS: 1 1/4" MIN & 2" MAX
OD GB, W/ 1 1/2" CLR SPACE
BTWN FACE OF PTN & GB. 1 1 /2"

MIN CLR SPACE BTWN GB &

PROJECTING OBJECTS BELOW &
12" MIN CLR BTWN GB &

OBJECTS ABOVE, TYP UON
TPD
42" MIN WHERE GB
1 STRAIGHT PIECE
54" MIN
24" MIN
& BELO
W
G
R
AB BA
R
19" MIN AFF TO

CENTERLINE
OF TPD

OUTLET&
DISPO
S
AL
9" MAX
7" MIN

WHERE SCHEDULED, LOCATE

RECESSED COMBINATION TPD
& SANITARY NAPKIN DISPOSAL

BELOW GRAB BAR
NOTE:

WHERE SCHEDULED, COMBINATION ACCESSORY UNITS SHALL NOT ENCROACH INTO THE CLR SPACE REQD BETWEEN THE WALL & GRAB BAR AND PROVIDE 12" MIN CLR SPACE BETWEEN GRAB BAR & PROJECTING OBJECTS ABOVE. 12" MIN FO
R
CHILD
REN
9" MIN FO
R
A
DULTS

TOILET SIDE
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:59:44 PM
As indicated
A5.0

ACCESSIBILITY DETAILS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
1/2" = 1'-0" 6
DR ENCROACHMENT @ HALLWAYS & CORRIDORS
1/4" = 1'-0" 1

MANEUVERING CLEARANCE AT DOORWAYS
1/4" = 1'-0" 7

ACCESSIBLE DRINKING FOUNTAIN CLEARANCES
12" = 1'-0" 5

ELEVATOR CAR CONTROLS
1/2" = 1'-0" 4

ACCESSIBLE ELEVATOR PLAN CLEARANCES
12" = 1'-0" 2

ELEVATOR HOISTWAY ENTRANCE
1/2" = 1'-0" 3

RESTROOM FIXTURE AND ACCESSORY MOUNTING HEIGHTS
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024

THRESHOLD AS SCHEDULED
AFF
1/2" MAX

BOT RAIL
10" MIN

FINISH FL AS SCHEDULED

FRAMED DOOR AS SCHEDULED
3/8" MAX
1/4" 1/4"

INTERIOR EXTERIOR

THRESHOLD AS SCHEDULED

FINISH FL AS SCHEDULED

TEMPERED GLASS DOORS W/O STILES
& HAVE BOTTOM RAIL OR SHOE W/
TOP LEADING EDGE TAPERED @ 60
DEGREES MIN FROM HORIZ: NOT
REQD TO MEET 10" HIGH BOTTOM RAIL
60°

AS SPECIFIED MAX
1/2"
MAX
1/2"
1/4"
1/4"

EXTERIOR INTERIOR

AMBULATORY TOILET

COMPARTMENT, SEE

NOTE BELOW
42" MIN

LENGTH GB
60" x 60" MIN LEVEL

AND CLEAR SPACE

SCD/ TPD

OR COMBO UNIT

TOILET ACCESSORY

FLUSH ACTIVATOR/

CONTROL ON WIDE SIDE
36" MIN LENGTH GB

CLEAR FL
SPACE
30" x 48" MIN
NOTES:

1. WHERE SIX OR MORE WATER CLOSETS OR COMBINED WATER CLOSETS & URINALS ARE PROVIDED, AT

LEAST ONE AMBULATORY TOILET COMPARTMENT SHALL BE PROVIDED, IN ADDITION TO THE ACCESSIBLE TOILET COMPARTMENT AS SHOWN.

2. REFER TO RELATED DETAIL PLANS AND ELEVATIONS OF ACCESSIBLE SINGLE TOILET COMPARTMENTS FOR ADDITIONAL INFO AND TYP MOUNTING HT OF TOILET ACCESORIES.

3. REQUIRED CLEAR FLOOR SPACE (30" X 48" MIN), CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP, PER CBC 11B-603.2.

4. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE (30" X 48" MIN) OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE WITHOUT LIMITATION. OTHER THAN THE DOOR TO ACCESSIBLE

WATER CLOSET COMPARTMENTS, A DOOR, IN ANY POSITION, SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE BY 12" MAX, PER CBC 11B-603.2.3
CLR
2' - 8" MIN
60" MIN CLR
MAX
1' - 0"

TYP UON
24" MIN
37" MAX CLR
35" MIN
54" MIN
60" MIN CLR
32" MIN CLR
48" MIN CLR WHEN DR SWINGS OUT
60" MIN CLR WHEN DR SWINGS IN

CLOSER & LATCH TYP
12" MIN

IF DR HAS BOTH

WHEN DOOR SWINGS OUT
60" MIN CLR
MIN
2' - 0"
54" MIN
CLR
34" MIN
18" MAX
17" MIN

WC WHEN DOOR SWINGS IN
56" MIN AT WALL MOUNTED

WC WHEN DOOR SWINGS IN
59" MIN AT FLOOR MOUNTED

TYP UON
24" MIN
30" MIN CLR
15"
MIN
15"
MIN

SWINGS IN
36" MIN

WHEN DR

STANDARD TOILET

COMPARTMENT PER

CPC, TYP UON

ACCESSIBLE
TOILET

COMPARTMENT
19" MAX
17" MIN
GB @ BOTH

SIDES OF
STALL
60" MIN DIA CLR 60" MIN DIA CLR
12" MIN
12" MAX OVERLAP ALLOWED

BY CBC AT CONDITIONS
SUCH AS THIS; SEE NOTES
BELOW.

ACCESSIBLE

COMPARTMENT

DOOR PERMITTED

TO OVERLAP

WITHOUT
LIMITATION; SEE

NOTES BELOW
44" MIN CLR

KNEE CLEARANCES

SEE LAVATORY DETAILS

FOR TOE &
MAX
4"

FLUSH ACTIVATOR ON

WIDE SIDE, TYP

LOCATION OF SEAT COVER/ TOILET

PAPER DISPENSERS OR COMBO UNIT

TOILET ACCESSORIES TYP UON
17" MIN
18" MAX 12" MAX 24" MIN
MIN
32" CLR
17" MIN
18" MAX
24" MIN
48" MIN CLR
60" CLR MIN
18" MIN
60" CLR MIN
32" CLR MIN
(NTS)
60" CLR MIN
48" MIN CLR
4" MAX

ACCESSIBLE SINGLE ACCOMMODATION

TOILET RM
60" MIN CLR
56" MIN (WALL MTD)
59" MIN (FL MTD

WATER CLOSET)

SWINGS INTO RM
36" MIN CLR IF DR

CLR TYP
18" MIN

CLEARANCE
18" MIN

GRAB BARS
36" MIN TYP

ACCESSIBLE COMPARTMENT/ STALL

GRAB BARS

LOCATE DOOR

FARTHEST FROM WC
NOTES:

1. REFER TO DETAIL ELEVATION OF

TYP MOUNTING HTS OF

ACCESSIBLE PLUMBING FIXTURES
& TOILET ACCESSORIES.

2. PROVIDE DOOR HARDWARE THAT

DOES NOT REQUIRE TIGHT

GRASPING, PINCHING OR
TWISTING OF WRIST TO OPERATE.

NOTES:

1. REFER TO DETAIL ELEVATION OF

TYP MOUNTING HTS OF

ACCESSIBLE PLUMBING FIXTURES
& TOILET ACCESSORIES.

2. PROVIDE DOOR HARDWARE THAT

DOES NOT REQUIRE TIGHT

GRASPING, PINCHING OR
TWISTING OF WRIST TO OPERATE.

LAVATORY

URINAL SCREEN OR PTN

FACE OF PTN FINISH
CLEAR
FLOOR
SPACE
URINAL

PTN WHERE OCCURS

FACE OF PTN FINISH
NOTE:

TO PLUMBING FIXTURE ELEVATIONS FOR TYP
FIXTURE MOUNTING HEIGHTS & CLEARANCES. -
48" MIN
13 1/2" MIN
& DEPTH REQUIREMENTS
19 1/2" MIN; SEE NOTE FOR WIDTH
25" MAX
48" MIN
CLEAR
FLOOR
SPACE
30" MIN
CLR @ 9" AFF
1 11" MIN KNEE
8" MIN
PROVIDE 30" MIN CLR WIDTH IF URINAL SCREEN
OR PTN DEPTH IS 24" OR LESS, & 36" MIN CLR

WIDTH IF URINAL SCREEN OR PTN DEPTH IS
MORE THAN 24"

RIM HT OF STALL TYPE OR WALL-HUNG TYPE
URINAL SHALL BE 17" AFF MAX
NOTE:

FLUSH CONTROLS SHALL BE MOUNTED @ 44"

AFF MAX

ACCESSIBLE

INTERNATIONAL SYMBOL OF
ACCESSIBILITY: PROVIDE PER
CBC CHAPTER 11B OR AS

REQD BY AUTHORITY HAVING

JURISDICTION
GRADE 2 BRAILLE

AS REQD
4" OR 6" MIN
2" MAX
5/8" MIN
8" OR AS REQD
60" MAX AFF
48" MIN AFF
3/8" MIN,
1/2" MAX
3/8" MIN

FIN FL LEVEL
EDGES EASED OR ROUNDED @ 1/16"
MIN OR CHAMFERED @ 1/8" MAX, TYP
SIGNAGE NOTES:

1. INTERNATIONAL SYMBOL OF ACCESSIBILITY: IN

EXISTING BUILDINGS & FACILITIES WHERE NOT

ALL ENTRANCES COMPLY W/ CBC SECTION
11B-404, ENTRANCES COMPLYING W/ SECTION
11B-404 SHALL BE IDENTIFIED BY THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY

AND DIRECTIONAL SIGNAGE INDICATING

LOCATION OF NEAREST ACCESSIBLE

ENTRANCE SHALL BE PROVIDED, IN
COMPLIANCE W/ CBC SECTION 11B-216.6.

2. CHARACTER TYPE: CHARACTERS RAISED 1/32"

MIN, SANS SERIF UPPER CASE, ACCOMPANIED
BY CALIFORNIA GRADE 2 BRAILLE COMPLYING
WITH CBC CHAPTER 11B.

3. CHARACTER SIZE: HEIGHT OF RAISED
CHARACTERS: 5/8" MIN AND 2" MAX PER CBC
SECTION 11B-703.2.5.

4. FINISH AND CONTRAST: NON-GLARE FINISH ON

CHARACTERS, SYMBOLS AND THEIR

BACKGROUND, W/ CHARACTERS AND

SYMBOLS IN CONTRAST WITH THEIR

BACKGROUND, EITHER LIGHT ON DARK

BACKGROUND OR DARK ON LIGHT
BACKGROUND.

5. PROPORTIONS: WIDTH OF UPPERCASE LETTER
"O" SHALL BE 60% MIN & 110% MAX OF THE HT
OF UPPERCASE LETTER "I". STROKE
THICKNESS: UPPERCASE LETTER "I" SHALL BE
15% MAX OF THE CHARACTER'S HT.

6. BRAILLE: PROVIDE CONTRACTED CALIFORNIA
GRADE 2 BRAILLE W/ DOTS, DOMED OR
ROUNDED. COLOR: AS SCHEDULED.

7. LOCATION: MOUNT SIGNAGE ON WALL

ADJACENT TO LATCH SIDE OF DOOR (OR

NEAREST ADJACENT WALL) SUCH THAT A

PERSON MAY APPROACH SIGNAGE W/O

ENCOUNTERING OBJECTS OR STANDING
WITHIN THE SWING OF DOOR.

8. COLOR OF SYMBOL: UNLESS OTHERWISE
SCHEDULED, COLOR OF SYMBOL: BLUE, EQUAL
TO COLOR NO. 15090 IN FEDERAL STANDARD
595B.
58" AFF MIN, 60" AFF MAX TO CENTERLINE

DO NOT PROVIDE PICTOGRAM, TEXT OR

BRAILLE ON THE SYMBOL
1/4" THK GEOMETRIC SIGNS, EQUILATERAL

TRIANGLE SUPERIMPOSED ON AND WITHIN THE
CIRCLE. COLOR OF TRIANGLE TO CONTRAST W/

COLOR OF CIRCLE, AND COLOR OF CIRCLE TO

CONTRAST W/ COLOR OF DOOR
12" DIA

CENTERLINE OF DOOR WIDTH & SIGN
NOTES:

1. COLORS AS SCHEDULED TYP.

2. SURFACES TO HAVE NON-GLARE FINISH TYP.

FIN FL LEVEL
1/8" MIN & 1/4" MAX RADIUSED EDGE @ VERTICES, TYP

ALL-GENDER
1/4" THK SIGN BASE
1/32" RAISED TEXT: "ALL-GENDER RESTROOM".

COLOR: TO CONTRAST W/ SIGN; UPPER CASE SANS
SERIF; FONT: FUTURA, UNLESS OTHERWISE
SCHEDULED. PROPORTIONS: WIDTH OF
UPPERCASE LETTER "O" SHALL BE 60% MIN & 110%
MAX OF THE HT OF UPPERCASE LETTER "I".

STROKE THICKNESS: UPPERCASE LETTER "I" SHALL
BE 15% MAX OF THE CHARACTER'S HT.

GRADE 2 BRAILLE WITH DOTS, DOMED

OR ROUNDED
NOTES:

1. MOUNT SIGNAGE ON WALL ADJACENT TO LATCH SIDE OF DOOR (OR NEAREST ADJACENT WALL) SUCH THAT A PERSON

MAY APPROACH SIGNAGE W/O ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR.

2. SURFACES TO HAVE NON-GLARE FINISH TYP.

3. COLORS AS SCHEDULED TYP.

4. DO NOT PROVIDE PICTOGRAM. 5" OR MIN REQD TO FIT TEXT 2" MAX 5/8" MIN 60" MAX AFF 48" MIN AFF 3/8" MIN,
1/2" MAX
3/8" MIN

RESTROOM

FIN FL LEVEL
EDGES EASED OR ROUNDED @ 1/16" MIN
OR CHAMFERED @ 1/8" MAX, TYP

INTERNATIONAL SYMBOL OF
ACCESS FOR HEARING LOSS:

PROVIDE PER CBC CHAPTER
11B OR AS REQD BY

AUTHORITY HAVING

JURISDICTION
6" OR AS REQD

ASSISTIVE-LISTENING

SYSTEM AVAILABLE

BRAILLE TEXT ZONE
1/4" THK SIGN BASE,
5/8" MIN / 2" MAX
3" OR MIN REQD
TO FIT TEXT 6" OR AS REQD
48" MIN AFF TO

TOP OF BRAILLE CELLS

FIN FL LEVEL
EDGES EASED OR ROUNDED @ 1/16"
MIN OR CHAMFERED @ 1/8" MAX, TYP SIGNAGE NOTES:

1. INTERNATIONAL SYMBOL OF ACCESS FOR
HEARING LOSS: IN BUILDINGS WHERE

CONFERENCE ROOMS AND MEETING ROOMS

ARE OUTFITTED WITH ASSISTIVE LISTENING

SYSTEMS, PROVIDE SIGNAGE NEAR THE
ASSEMBLY AREA ENTRANCE.

2. CHARACTER TYPE: CHARACTERS RAISED 1/32"

MIN, SANS SERIF UPPER CASE, ACCOMPANIED
BY CALIFORNIA GRADE 2 BRAILLE COMPLYING
WITH CBC CHAPTER 11B.

3. CHARACTER SIZE: HEIGHT OF RAISED
CHARACTERS: 5/8" MIN AND 2" MAX PER CBC
SECTION 11B-703.2.5.

4. FINISH AND CONTRAST: NON-GLARE FINISH ON

CHARACTERS, SYMBOLS AND THEIR

BACKGROUND, W/ CHARACTERS AND SYMBOLS

IN CONTRAST WITH THEIR BACKGROUND,

EITHER LIGHT ON DARK BACKGROUND OR
DARK ON LIGHT BACKGROUND.

5. PROPORTIONS: WIDTH OF UPPERCASE LETTER
"O" SHALL BE 60% MIN & 110% MAX OF THE HT
OF UPPERCASE LETTER "I". STROKE
THICKNESS: UPPERCASE LETTER "I" SHALL BE
15% MAX OF THE CHARACTER'S HT.

6. BRAILLE: PROVIDE CONTRACTED CALIFORNIA
GRADE 2 BRAILLE W/ DOTS, DOMED OR
ROUNDED. COLOR: AS SCHEDULED.

7. LOCATION: MOUNT SIGNAGE ON WALL

ADJACENT TO LATCH SIDE OF DOOR (OR

NEAREST ADJACENT WALL) SUCH THAT A

PERSON MAY APPROACH SIGNAGE W/O

ENCOUNTERING OBJECTS OR STANDING
WITHIN THE SWING OF DOOR.

8. COLOR OF SYMBOL: UNLESS OTHERWISE
SCHEDULED, COLOR OF SYMBOL: BLUE, EQUAL
TO COLOR NO. 15090 IN FEDERAL STANDARD
595B.

IN FIRE

EMERGENCY,

DO NOT USE
ELEVATOR.

USE EXIT STAIRS.

SIGNAGE NOTES:

1. SURFACES TO HAVE NON-GLARE FINISH, TYP

2. COLORS AS SCHEDULED, TYP

3. LOCATE SIGNAGE ADJACENT TO EACH

ELEVATOR CALL STATION, TYP ALL FLOORS

BOTTOM OF BRAILLE
+4' - 0" MIN AFF

BASE OF HIGHEST LINE
+5' - 0" MAX AFF
3/8" MIN 1/2" MAX
3/8" MIN
2" MAX TYP
5/8" MIN

STANDARD PICTORIAL AS APPROVED BY

AUTHORITY HAVING JURISDICTION
1/32" RAISED TEXT; COLOR TO CONTRAST W/
SIGN; UPPER CASE SANS SERIF, FONT:

FUTURA, UNLESS OTHERWISE SCHEDULED,
PROPORTIONS: WIDTH OF UPPERCASE
LETTER "O" SHALL BE 60% MIN & 110% MAX
OF THE HT OF UPPERCASE LETTER "I",
STROKE THICKNESS: UPPERCASE LETTER "I"
SHALL BE 15% MAX OF THE CHARACTER'S HT
1/4" THK SIGN BASE
EDGES EASED OR ROUNDED @ 1/16" MIN OR
CHAMFERED @ 1/8" MAX, TYP
GRADE 2 BRAILLE WITH DOTS, DOMED OR

ROUNDED

BRAILLE LETTERS CENTERED ON SIGNAGE
BLOCK LETTERS W/ 1/4" STROKES

RAISED FIVE POINTED STAR

INDICATING LEVEL OF EXIT
DISCHARGE; OD OF STAR SHALL BE

SAME AS HT OF ADJACENT RAISED

CHARACTER
FL LEVEL NUMBER W/ 3/4" STROKES
1 STAIR 2

NO ROOF ACCESS
1 THROUGH 5
EXIT AT LEVEL 1
1 THROUGH 5
EXIT AT LEVEL 1
STAIR 1
ROOF ACCESS 5
EQ EQ
12" MIN
T
EQ EQ
YP UON
1" MIN HT 5" MIN
FOR STAIR #
1 1/2" MIN HT
18" MIN (NTS)

FIN FL LEVEL
SIGNAGE NOTES:

1. CHARACTER TYP: CHARACTERS ON
SIGNS SHALL BE RAISED 1/32" MIN &

SHALL BE SANS SERIF UPPER CASE

CHARACTERS ACCOMPANIED BY
CALIFORNIA GRADE 2 BRAILLE IN
COMPLIANCE W/ CBC CHAPTER 11B. TEXT
SHALL BE IN HORIZ FORMAT.

2. CHARACTER SIZE: RAISED CHARACTER
SIZES SHALL BE AS INDICATED BELOW.

3. CHARACTER PROPORTIONS:

CHARACTERS ON SIGNS SHALL HAVE

FONTS WHERE WIDTH OF UPPERCASE
LETTER "O" IS 60% MIN AND 110% MAX OF
THE HT OF UPPERCASE LETTER "I".

4. STROKE THICKNESS: THICKNESS OF
UPPERCASE LETTER "I" SHALL BE 15%
MAX OF THE CHARACTERS HEIGHT.

5. FINISH AND CONTRAST: CHARACTERS,

SYMBOLS & THEIR BACKGROUND SHALL
HAVE NON-GLARE FINISH. CHARACTERS &

SYMBOLS SHALL CONTRAST W/ THEIR

BACKGROUND EITHER LIGHT ON DARK

BACKGROUND OR DARK CHARACTERS ON
LIGHT BACKGROUND.

6. BRAILLE: CONTRACTED CALIFORNIA
GRADE 2 BRAILLE SHALL BE USED

WHEREVER BRAILLE IS REQD IN OTHER
PORTIONS OF THESE STANDARDS. DOTS
SHALL BE DOMED OR ROUNDED.

7. LOCATION: LOCATE SIGN AT EA FLOOR

LEVEL LANDING AT LATCH SIDE OF DOOR
OR NEAREST ADJACENT WALL.

8. COMPLIANCE: SIGNAGE SHALL COMPLY
WITH CBC CHAPTER 11B.

TYP
60" AFF
5/8" MIN, 2" MAX HEIGHT LETTERS W/

CONTRASTING COLOR TO ITS

BACKGROUND, COMPLY W/ CBC
CHAPTER 11B
CORRESPONDING GRADE 2 BRAILLE PER
CBC CHAPTER 11B, CENTERED

HORIZONTALLY
EXIT

EXIT STAIR DOWN

EXIT ROUTE
TYPE C: SIGN @ EXIT ROUTE
TYPE B: SIGN @ EXIT STAIR THAT LEADS TO EXT EXIT AT GRADE LEVEL 1/2" MAX TYP 3/8" MIN TYP TYPE A: SIGN @ GRADE LEVEL EXT EXIT DOOR TYP 3/8" MIN 60" MAX AFF TYP BRAILLE CELLS 48" MIN AFF TYP TO BOT OF

FIN FL LEVEL
SIGNAGE NOTES:

1. PROVIDE SIGN W/ NON-GLARE
FINISH.

2. LOCATE TACTILE EXIT SIGN ON EXIT

DOORS AS REQD BY CBC CHAPTER
11B.

3. LOCATE SIGNS THAT IDENTIFY EXITS

ON THE APPROACH SIDE OF THE

DOOR AS ONE EXIT THE ROOM OR
SPACE.
58" AFF MIN, 60" AFF MAX TO CENTERLINE

INTERNATIONAL SYMBOL OF ACCESSIBILITY,

PROVIDE IF NOT ALL FACILITIES IN THE BLDG

ARE ACCESSIBLE OR AS REQD BY

AUTHORITY HAVING JURISDICTION
FEMALE & MALE SYMBOLS: OPTIONAL BUT

RECOMMENDED,

LOCATE AT CENTER OF GEOMETRIC SIGN
(BOTH WAYS) IF INTERNATIONAL SYMBOL OF

ACCESSIBILITY IS NOT USED OR AS REQD BY

AUTHORITY HAVING JURISDICTION
1/4" THK GEOMETRIC SIGNS, EQUILATERAL

TRIANGLE SUPERIMPOSED ON AND WITHIN THE
CIRCLE. COLOR OF TRIANGLE TO CONTRAST W/

COLOR OF CIRCLE, AND COLOR OF CIRCLE TO

CONTRAST W/ COLOR OF DOOR
2" 4" 3/4" 2" 3 1/4"
12" DIA

CENTERLINE OF DOOR WIDTH & SIGN
NOTES:

1. COLORS AS SCHEDULED, TYP.

2. SURFACES TO HAVE NON-GLARE FINISH, TYP.

FIN FL LEVEL
1/8" MIN & 1/4" MAX RADIUSED EDGE @

VERTICES, TYP

RESTROOM

INTERNATIONAL SYMBOL OF ACCESSIBILITY,

PROVIDE IF NOT ALL FACILITIES IN THE BLDG ARE

ACCESSIBLE OR AS REQD BY AUTHORITY HAVING

JURISDICTION

MALE SYMBOL

FEMALE SYMBOL
1/4" THK SIGN BASE
1/32" RAISED TEXT: "RESTROOM". COLOR: TO
CONTRAST W/ SIGN; UPPER CASE SANS SERIF;
FONT: FUTURA, UNLESS OTHERWISE SCHEDULED.

PROPORTIONS: WIDTH OF UPPERCASE LETTER "O"
SHALL BE 60% MIN & 110% MAX OF THE HT OF
UPPERCASE LETTER "I".

STROKE THICKNESS: UPPERCASE LETTER "I" SHALL
BE 15% MAX OF THE CHARACTER'S HT
GRADE 2 BRAILLE WITH DOTS, DOMED OR ROUNDED
3" OR

MIN REQD TO FIT TEXT
(EXCLUDE THIS PORTION IF NOT REQD)
6" MIN
2" MAX
5/8" MIN
60" MAX AFF
48" MIN AFF 8" OR MIN REQD TO FIT TEXT & SYMBOLS
3/8" MIN,
1/2" MAX
3/8" MIN
NOTE:

MALE & FEMALE SYMBOLS OPTIONAL.

LOCATE AT CENTER OF SIGN IF INTERNATIONAL

SYMBOL OF ACCESSIBILITY IS NOT USED OR AS

REQD BY AUTHORITY HAVING JURISDICTION
SIGNAGE NOTES:

1. MOUNT SIGNAGE ON WALL ADJACENT TO LATCH SIDE OF DOOR (OR NEAREST ADJACENT WALL) SUCH THAT A PERSON

MAY APPROACH SIGNAGE W/O ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR.

2. SURFACES TO HAVE NON-GLARE FINISH, TYP.

3. COLORS AS SCHEDULED, TYP.

FIN FLR LEVEL
EDGES EASED OR ROUNDED @ 1/16" MIN OR
CHAMFERED @ 1/8" MAX, TYP
RMW
Architecture
Interiors
30 E Santa Clara St.

Suite 200
San Jose
California 95113
Office
408 294-8000
Fax
408 294-1747
rmw.com
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

NOT FOR

CONSTRUCTION
ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
6/17/2024 2:59:46 PM
As indicated
A5.1

ACCESSIBILITY DETAILS

PLANNING APPLICATION RESUBMITTAL
#3

06.10.24 2202017.3
Checker
Author
445 S B STREET
SAN MATEO, CA, 94401

BESPOKE
3" = 1'-0"
1 DOOR THRESHOLD & BOT RAIL @ EXT OR INT
3" = 1'-0"
2 DOOR THRESHOLD & TAPERED BOT RAIL @ EXT OR INT
1/4" = 1'-0"
3 ADA INT RESTROOM MULTI-STALL PLAN CLEARANCES
1/4" = 1'-0"
4 ACCESSIBLE SINGLE-STALL RESTRM FLOOR CLEARANCES
1/4" = 1'-0"
5 ACCESSIBLE URINAL AND LAVATORY PLAN CLEARANCES
3" = 1'-0"
6 SIGNAGE - ACCESSIBLE BLDG ENTRANCE WALL MTD
3" = 1'-0"
9 SIGNAGE - ALL-GENDER RESTROOM DOOR MTD
3" = 1'-0" 11

SIGNAGE - ALL-GENDER RESTRM WALL MTD
3" = 1'-0" 14 SIGNAGE - ASSISTIVE LISTENING WALL MTD
3" = 1'-0" 13 SIGNAGE - EMER ELEVATOR LOBBY EXIT SIGN WALL MTD 1 1/2" = 1'-0" 12 SIGNAGE - TACTILE EXIT SIGNS @ ENCL STAIRS WALL MTD 6" = 1'-0"
7 SIGNAGE - TACTILE EXIT SIGNS WALL MTD
3" = 1'-0"
8 SIGNAGE - UNISEX RESTRM SIGN DOOR MTD
3" = 1'-0" 10

SIGNAGE - UNISEX RESTRM PICTORGRAM WALL SIGN
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
THE MONUMENT LINE OF RAILROAD AVENUE, TAKEN AS NORTH 41°31'10" WEST, AS SHOWN ON PARCEL MAP 460 (84-PM-13), SAN MATEO COUNTY RECORDS.

BASIS OF BEARINGS
Date:

Job No.:

By:

Scale:

Danville, California 94526
Tel: 925/837-3780
DeBolt Civil Engineering
811 San Ramon Valley Boulevard
[email protected]
8/03/2021
1" = 10'
JD / kl
20201
EAST 4TH AVENUE CROSSING BUTTON CROSSING BUTTON EE E E E E E E E E E E EEE E E E E E E E E E E E E E E E E E W W W W W WW W W W(3) W(4) W W W WW W(3) WW(2) C C CCC C C C C PM PM PM PM PM CROSSING BUTTON CROSSING BUTTON CROSSING BUTTON PM PM PM PM PM PM PM E CROSSING BUTTON E C W E PAY STATION C E C C E E E E C E E E E E E E E E BENCH CC EWSS UNK UNK UNK UNK E C C E E E EUNK UNK CROSSING PAY STATION BUTTON BENCH EAST 5TH AVENUE

RAILROAD AVENUE
SOUTH B STREET 10.20 12.00 10.00 70.00 23.10 5.00 17.80 17.50 16.60 60.00 70.00 20.00 21.00 8.85 7.80 16.00 21.00 8.50 2 2 2 TYP 1 TYP 2 (E) BUILDING (E) ADJACENT PROPERTY LINE (E) PROPERTY LINE EXISTING PUBLIC ANGLED PARKING SPACE EXISTING PUBLIC PARALLEL PARKING SPACE 12 0 10' 20' 40' NORTH C1.00 EXISTING CONDITIONS 1" = 20' PCRA 21-034.2 P:\2021\21-034.2_DTSM_Talbots\03_Design\01_CAD\01_Pre-App\C1.00 EXISTING CONDITIONS.dwg ,C1.00,Piper Crawford,5/31/2024 1:46:04 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:1/6/2022 2:25:27 PM 445 S B STREET SAN MATEO, CA, 94401 www.sherwoodengineers.com 2548 Mission Street San Francisco, CA 94110 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 PLANNING APPLICATION RESUBMITTAL#2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 LEGEND KEYNOTES WEST SIDE OF S. B STREET PART OF DRAEGER'S PROJECT SHOWN FOR REFERENCE ONLY SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO SD SD SD SD SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO EAST 4TH AVENUE

SOUTH B STREET
RAILROAD AVENUE EAST 5TH AVENUE TC 99.95 FL 99.45 FS 99.75 TC 99.53 FL 99.03 TC 98.24 FL 97.74 TC 97.66 FL 97.16 TC 97.35 FL 96.85 TC 96.77 FL 96.27 FL 96.89 TC 97.65 FL 97.15 TC 97.84 FL 97.34 TC 98.34 FL 97.84 TC 98.52 FL 98.02 TC 99.79 FL 99.29 TC 100.72 FL 100.22 TC 101.16 FL 100.66 TC 100.55 FL 100.55 TC 100.71 FL 100.21 TC 100.53 FL 100.03 TC 100.16 FL 99.66 FS 100.80 1.1% 1.4% 1.5% 1.2%

0.5% 0.5% 0.5%

0.5% 1.4% 1.4% 0.5% 1.4% 1.4% 0.5%

0.5% FS 97.31 FS 99.46 FS 99.88 FS 97.67 1.0%

1.0% 1.5% FS 100.42 FS 97.41 FS 97.48 FS 97.38 FS 97.37

0.6%

1.5% FS 96.38 1.5% TC 100.80 FL 100.30 TC 100.62 FL 100.12 TC 100.86 FL 100.36 TC 100.35 FL 99.85 TC 100.10 FL 99.60 TC 100.01 FL 99.51 1.4% TC 99.22 FL 98.72 TC 97.98 FL 97.48 TC 99.54 FL 99.04 TC 100.46 FL 99.96 TC 100.19 FL 99.69 1.5%

1.6% TC 97.55 FL 97.05 FFE 100.82FFE 101.00 FFE 99.96 FFE 97.39

1.0%

0.5% 0.5%

0.5% FFE 97.97 TC 99.37 FL 99.37 TC 99.12 FL 99.12 TC 100.48 FL 100.48 FS 99.61 FS 99.70 FS 100.80 FS 100.63 FS 100.65

1.5% 1.4% FFE 98.37

1.0% 0.8% 1.5%

0.5% TC 100.43 FL 99.93 TC 100.25 FL 99.75

0.5% FFE 100.34 TC 100.41 FS 100.08 1.1% 1.0% FFE 97.40 FFE 97.40

1.5% FS 99.55FFE 100.44 1.5% FFE 97.69 TC 97.18 FL 96.68 TC 97.21 FL 96.71 TC 97.03 FL 96.53 TC 96.82 FL 96.32 TC 97.88 FL 97.38 FS 98.71 FS 97.67 FS 97.95 FFE 97.43 FS 97.21 FS 97.10 FFE 97.23 FFE 97.12 FFE 97.33

1.9% 1.0% TC 98.05 FL 97.55 1.3% FS 100.42 FS 100.80 1.0% FS 99.72 FS 99.59 FFE 98.73 FFE 99.61 FS 98.35 FS 100.32 FS 100.98 FS 100.98 FS 101.22 FS 100.61 FS 100.61 FFE 100.63 TC 96.73 FL 96.23 FS 97.10 FS 97.05 TC 97.93 FL 97.43 FS 99.88 TC 97.34 FL 96.84 FS 99.15 FFE 99.57 FFE 99.17 FS 99.72 FFE 99.48 FFE 99.74 (P) BACK OF CURB (P) FACE OF CURB (P) TREE (P) DETECTABLE WARNING SURFACE (P) CURB RAMP (E) ADJACENT PROPERTY LINE (E) PROPERTY LINE (P) EDGE OF SIDEWALK (P) LANDSCAPE (P) PAVEMENT MARKING HARDSCAPE SLOPE SPOT ELEVATION 1.0% FG 100.00 GRADE BREAK CURB OPENING TREATMENT PLANTER PARKING COURTESY STRIP0 10' 20' 40' NORTH NOTES 1. PROPOSED GRADES SHOWN ARE CONCEPTUAL. FINAL GRADES TO BE DEVELOPED DURING THE DESIGN PHASE. 2. FUTURE GRADING WILL CONFORM TO EXISTING CONDITIONS AT THE PROJECT PERIMETER. 3. ALL GRADING SHALL COMPLY WITH APPLICABLE PERMITS, LOCAL ORDINANCES AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. C2.00 CONCEPT GRADING AND DRAINAGE 1" = 20' PCRA 21-034.2 P:\2021\21-034.2_DTSM_Talbots\03_Design\01_CAD\01_Pre-App\C2.00 CONCEPT GRADING AND DRAINAGE.dwg ,C2.00,Piper Crawford,5/31/2024 1:49:08 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:1/6/2022 2:25:27 PM 445 S B STREET SAN MATEO, CA, 94401 www.sherwoodengineers.com 2548 Mission Street San Francisco, CA 94110 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 PLANNING APPLICATION RESUBMITTAL#2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 LEGEND 1 2 2 3 EAST 4TH AVENUE

SOUTH B STREET
RAILROAD AVENUE EAST 5TH AVENUE WEST SIDE OF S. B STREET PART OF DRAEGER'S PROJECT SHOWN FOR REFERENCE ONLY 18.00 12.00 16.00 22.00 135.00 22.00 25FT SIGHT TRIANGLE 25FT SIGHT TRIANGLE 25FT SIGHT TRIANGLE 55.00 5.50 (P) DRIVEWAY 1.80 3.00 4 4 4 4 4 4 4 4 6 88 6 6 6 6 66 START END END START END START START START END 6 END 9 END 9 START 1 10FT SIGHT TRIANGLE SEE NOTE 7 10 10 10 10 10 101010 10 1010 10 10 10 10 10 1111 3 3 3 3 3 R10.00R20.00 R10.00 R20.00 R20.00 R10.00 R20.00 R10.00 R20.00 R25.00 R12.00R12.00 13 1313 13 13 13 13 13 13 13 11 25.00 1 20.00 NO PARKING ZONE PER MUTCD 25.00 25.00 30.00 1 1 1 NO PARKING ZONE PER MUTCD 1 22.00 22.00 8.00 70.00 60.00 70.00 20.00 165.00 25FT SIGHT TRIANGLE 4 11.00 7.50 4.50 5.80 STREET LIGHT 14 STREET LIGHT STREET LIGHT 14 STREET LIGHT STREET LIGHT STREET LIGHT 3 STREET LIGHT 14 STREET LIGHT 14 TYP 14 TRAFFIC SIGNAL STREET LIGHT TYPTYP TYP 14 TRAFFIC SIGNAL TYP 25.00 20.00 TYP PARKING METER 16 16 16 16 PARKING METER 16 12 BENCH TYP STREET LIGHT PARKING METER PARKING METER PARKING METER16 PARKING METER PARKING METER 16 PARKING METER 16 16 PARKING METER 10.30 1 7.00 11.00 10.00 11.00 7.00 8.25 13.00 5.50 8.25 56.05 2.7515 17.30 16.40 21.75 14.25 8.00 16.00 16.00 6.00 10.00 5.70 10.00 10.30 24.00 15 86.95 22.00 17 3.00 6 END 6 START 12.70 B R8.00R11.00 BA A (P) BACK OF CURB (P) FACE OF CURB (P) TREE (P) DETECTABLE WARNING SURFACE (P) CURB RAMP (E) ADJACENT PROPERTY LINE (E) PROPERTY LINE (P) EDGE OF SIDEWALK EXISTING TREE TO BE REMOVED 25FT X 8FT PROPOSED LOADING ZONE EXISTING STRUCTURE TO BE REMOVED HIGH VISIBILITY CROSS WALK PER CITY OF SAN MATEO PEDESTRIAN MASTER PLAN AND MUTCD STANDARDS EXISTING STRUCTURE TO REMAIN PROPOSED CITY OF SAN MATEO ACCESS EASEMENT RELOCATE (E) PARKING METER TIME-LIMITED STALL 1011121314151617 TREATMENT PLANTER RAILROAD AVENUE R5.00 R3.00 R11.00 R2.00 R5.00 R11.00 R3.00 R2.00 8.25 13.20 5.50 8.30 ACCESS EASEMENT 2.75 8.00 5.75 8.00 8.00 8.00 PROPERTY LINE (TYP) RESIDENTIAL LOOSE BIN RESIDENTIAL COMPACTED BIN COMMERCIAL COMPACTED BIN COMMERCIAL COMPACTED BIN COMMERCIAL COMPACTED BIN PARKING COURTESY STRIP PROPOSED PUBLIC PARKING SPACE NOT USED RELOCATE EXISTING STRUCTURE CURB OPENING RAMP AND HANDRAILS 6-INCH CURB 7-INCH CURB 4-INCH CURB 6-INCH AC DIKE TO BE REMOVED AND REPLACED 123456789 1.5% 11.7% 3.00' SIDEWALK 2.50' DRIVEWAY LIP AT BOTTOM OF DRIVEWAY RAMP 12" ABOVE GUTTER GRADE (P) BUILDING 5.50' GUTTER PL (P) LANDSCAPE (P) PAVEMENT MARKING (P) PERMEABLE PAVEMENT MILL & OVERLAY CURB OPENING 3.00 1.00 0.50 5.50 PL RELOCATED STREET LIGHT 6" CURB PER PLANS 1.00 (P) BUILDING 0 10' 20' 40' NORTH NOTES 1. PROPOSED GRADES SHOWN ARE CONCEPTUAL. FINAL GRADES TO BE DEVELOPED DURING THE DESIGN PHASE. 2. FUTURE GRADING WILL CONFORM TO EXISTING CONDITIONS AT THE PROJECT PERIMETER. 3. ALL GRADING SHALL COMPLY WITH APPLICABLE PERMITS, LOCAL ORDINANCES AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. 4. PROPOSED PARKING COUNT REDUCED DUE TO THE SWITCH FROM DIAGONAL PARKING TO PARALLEL PARKING ON S. B STREET. 5. NO TREE PROTECTION PLAN IS REQUIRED AS ALL TREES ARE SLATED TO BE REMOVED AS A RESULT OF IMPACT FROM PARKING GARAGE, FOUNDATION EXCAVATION, AND RIGHT OF WAY IMPROVEMENTS. EXISTING TREE EVALUATION SCHEDULED WITH LANDSCAPE UNIT VALUE CAN BE FOUND IN ARBORIST REPORT. 6. STRIPING AND BIKE LANE PLANS PER CITY OF SAN MATEO 4TH AVE & 5TH AVE SECTION 130 IMPROVEMENTS PROJECTS. 7. GARAGE EXIT TO UTILIZE ALARM SYSTEM TO ALERT PEDESTRIANS OF CAR DEPARTURE. C2.10 CONCEPT STREET IMPROVEMENT SITE PLAN 1" = 20' PCRA 21-034.2 P:\2021\21-034.2_DTSM_Talbots\03_Design\01_CAD\01_Pre-App\C2.10 CONCEPT STREET IMPROVEMENT SITE PLAN.dwg ,C2.10,Piper Crawford,5/31/2024 1:52:47 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:1/6/2022 2:25:27 PM 445 S B STREET SAN MATEO, CA, 94401 www.sherwoodengineers.com 2548 Mission Street San Francisco, CA 94110 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 PLANNING APPLICATION RESUBMITTAL#2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 KEYNOTES LEGEND PARKING COUNT EXISTING PROPOSED NET COUNT * PARKING SPOTS 23 16 -7 LOADING ZONE 0 1 1 TIME-LIMITED STALL 0 1 1 * SEE NOTE 4 C2.10 1 1 TRASH STAGING PLAN 1" = 10' 1 B DRIVEWAY SECTION CUT 2 2 2 2 2 2 A STREET LIGHT SECTION AT RAILROAD AVE 2 UTILITY LINE TO BE REMOVED UTILITY STRUCTURE TO BE REMOVED UTILITY LINE TO REMOVED AND RELOCATED EECCE WATER METER 3 3 WATER METER ELECTRIC BOX 3 3 ELECTRIC BOX COMM BOX 3 COMM BOX 3 COMM BOX 3 ELECTRIC BOX ELECTRIC BOX 3 3 3 COMM BOX ELECTRIC BOX 3 4 STORM DRAIN CATCH BASIN 3 WATER METER 3 ELECTRIC BOX 3 SANITARY SEWER CLEANOUT ELECTRIC BOX 3 SANITARY SEWER CLEANOUT 3 WATER METER 3 ELECTRIC BOX 3 WATER METER 3 WATER METER 3 SANITARY SEWER CLEANOUT 3 ELECTRIC BOX ELECTRIC BOX 3 COMM BOX 3 ELECTRIC BOX 3 3 ELECTRIC BOX 3 COMM BOX 3 UTILITY BOX 3 ELECTRIC BOX 3 UTILITY BOX 3 ELECTRIC BOX FDC 3 3 ELECTRIC BOX COMM BOX 3 ELECTRIC BOX 3 COMM BOX ELECTRIC BOX 3 3 3 COMM BOX 3 GAS METER 3 ELECTRIC BOX 3 4 STREET LIGHT 4 STREET LIGHT 4 STREET LIGHT STREET LIGHT 4 STREET LIGHT 4 STREET LIGHT 4 2 GAS LINE 5 OVERHEAD POLE 5 OVERHEAD POLE 5 OVERHEAD POLE 3 ELECTRIC BOX TRAFFIC SIGN 4 ELECTRIC BOX 3 WEST SIDE OF S. B STREET PART OF DRAEGER'S PROJECT SHOWN FOR REFERENCE ONLY EAST 4TH AVENUE SOUTH B STREET EAST 5TH AVENUE RAILROAD AVE ABANDON IN PLACE REMOVE AND CAP IN PLACE STRUCTURE TO BE REMOVED STRUCTURE TO BE RELOCATED OVERHEAD POLE TO REMAIN AND PROTECT IN PLACE 12345 LEGEND UTILITY KEYNOTES 0 10' 20' 40' NORTH NOTES 1. PROPOSED UTILITIES SHOWN ARE CONCEPTUAL. FINAL UTILITIES TO BE COORDINATED WITH MEP. 2. UTILITY SERVICE SIZES TO BE DETERMINED BY MEP. 3. WITH THE ABSENCE OF MUNICIPAL SANITARY SEWER ADJACENT TO THE RESIDENTIAL BUILDING, THE SEWER AND STORM CONNECTION FOR THIS BUILDING WILL BE COMBINED WITH THE COMMERCIAL CONNECTION. 4. STORM DRAIN EXTENSION COORDINATED PER PLANS PROVIDED BY KIER + WRIGHT DATED 07/27/2022. C3.00 CONCEPT DEMO UTILITIES 1" = 20' PCRA 21-034.2 P:\2021\21-034.2_DTSM_Talbots\03_Design\01_CAD\01_Pre-App\C3.00 CONCEPT UTILITIES.dwg ,C3.00,Piper Crawford,5/31/2024 1:55:36 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:1/6/2022 2:25:27 PM 445 S B STREET SAN MATEO, CA, 94401 www.sherwoodengineers.com 2548 Mission Street San Francisco, CA 94110 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 PLANNING APPLICATION RESUBMITTAL#2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 1 2 2 E E E COMM COMM (P) ELECTRIC TRENCH (P) TELECOM TRENCH (P) WATER LINE FW FW IRR IRR W W W (P) FIRE WATER LINE (P) IRRIGATION WATER LINE W (P) WATER METER SS SS (P) SANITARY SEWER LINE (P) POINT OF CONNECTION (POC) G G G (P) GAS LINE WEST SIDE OF S. B STREET PART OF DRAEGER'S PROJECT SHOWN FOR REFERENCE ONLY E E E (P) ELEC POC (P) ELEC POC 6 6 (P) ELEC SERVICE 3 (P) ELEC SERVICE 3 SS SSCO 6 (P) RESIDENTIAL SS POC (P) SS 2 SS SSCO W W W (P) WATER SERVICES (P) RESIDENTIAL WATER POC 6 6 (P) COMMERCIAL SS POC (P) SS 2 COMM (P) TELECOM POC 6 5 (P) TELECOM POC 6 1 W (P) TELECOM SERVICE 11 (P) TELECOM SERVICE 11 12 STORM DRAIN EXTENSION PER DRAEGER'S PROJECT G G G G G G G G G G G G G G G G RELOCATE PORTION OF GAS LINE AS SHOWN CONNECT RELOCATED GAS LINE TO EXISTING GAS LINE CONNECT RELOCATED GAS LINE TO EXISTING GAS LINE G G G G G G G G G G G G G G RELOCATE PORTION OF GAS LINE AS SHOWNCONNECT RELOCATED GAS LINE TO EXISTING GAS LINE 8 9 9 (E) HYDRANT 8 (E) HYDRANT 9 9 (E) HYDRANT 8 8 (E) HYDRANT 7 10 10 7 7 10 1010 104 JT JT JT JT JT JT JT JT JT JT JT JT JT CONNECT JOINT TRENCH TO EXISTING TELECOM LINE CONNECT JOINT TRENCH TO TELECOM LINE SS SS > SS SS > SS > SS > SS > SS > SS > SS > SS > SS > SS > SS > SS > 13 2 2 A A W W W (P) WATER SERVICES (P) COMMERCIAL WATER POC 6 1 W COMM COMM RELOCATE PORTION OF TELECOM LINE AS SHOWN CONNECT RELOCATED TELECOM LINE TO EXISTING TELECOM LINE 6 (P) SD POC (P) SD 4 SD SDCO (P) SD 4 SDCO UD SD SDCO SDCO UD UD SDCO SDCO UD (P) SD 4 SDCO UD UD UD 4 SDCO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO (P) SD POC 6 EAST 4TH AVENUE SOUTH B STREET EAST 5TH AVENUE RAILROAD AVE CONNECT TO (E) WATER MAIN CONNECT TO (E) SANITARY SEWER FORCE MAIN CONNECT TO (E) ELECTRIC LINE CONNECT TO (E) STORM DRAIN PIPE RELOCATE (E) CATCH BASIN TO BE COORDINATED WITH MEP (E) STREET LIGHT TO REMAIN (E) FIRE HYDRANT TO SERVICE PROPERTY FIRE HYDRANT 150FT COVERAGE LIMIT (E) STREET LIGHT TO BE RELOCATED CONNECT TO (E) TELECOMMUNICATIONS LINE (E) CATCH BASIN TO REMAIN (E) DRAINAGE INLET TO REMAIN 12345678910111213 (P) STORM DRAIN CLEANOUT (P) STORM DRAIN PIPE (P) DRAINAGE INLET (P) POC SD (P) SD MANHOLE UD UD UD UD (P) UNDER DRAIN PIPE SD SD SD SDCO (P) 6" AREA DRAIN TREATMENT PLANTER PARKING COURTESY STRIP PL 5.50 FT SIDEWALK + 6" CURB 13.00 FT RAILROAD AVE 1.50 FT AC DIKE 20.00 FT ROW PL (P) JOINT TRENCH UP TO 24" MAX (P) 8" STORM DRAIN(P) 8" SANITARY SEWER 7.00 FT 5.00 FT 2.67 FT 2.00 FT (P) BUILDING 0 10' 20' 40' NORTH NOTES 1. PROPOSED UTILITIES SHOWN ARE CONCEPTUAL. FINAL UTILITIES TO BE COORDINATED WITH MEP. 2. UTILITY SERVICE SIZES TO BE DETERMINED BY MEP. 3. WITH THE ABSENCE OF MUNICIPAL SANITARY SEWER ADJACENT TO THE RESIDENTIAL BUILDING, THE SEWER AND STORM CONNECTION FOR THIS BUILDING WILL BE COMBINED WITH THE COMMERCIAL CONNECTION. 4. STORM DRAIN EXTENSION COORDINATED PER PLANS PROVIDED BY KIER + WRIGHT DATED 05/10/2023. THE MAX CAPACITY OF THE PIPE PER KIER + WRIGHT CALCULATIONS IS 7.99 CFS. 5. TRASH CAPTURE DEVICES CONSISTENT WITH STATE WATER RESOURCES CONTROL BOARD TO BE PROVIDED AT LAST PRIVATE INLET PRIOR TO ENTERING CITY STORM DRAIN SYSTEM. LEGEND UTILITY KEYNOTES C3.01 CONCEPT UTILITIES1" = 20' PCRA 21-034.2 P:\2021\21-034.2_DTSM_Talbots\03_Design\01_CAD\01_Pre-App\C3.00 CONCEPT UTILITIES.dwg ,C3.01,Piper Crawford,5/31/2024 1:57:24 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:1/6/2022 2:25:27 PM 445 S B STREET SAN MATEO, CA, 94401 www.sherwoodengineers.com 2548 Mission Street San Francisco, CA 94110 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 PLANNING APPLICATION RESUBMITTAL#2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 1 2 A PROPOSED UTILITY SECTION ON RAILROAD AVE NOT TO SCALE 3 3 EAST 4TH AVENUE

SOUTH B STREET
RAILROAD AVENUE EAST 5TH AVENUE WEST SIDE OF S. B STREET PART OF DRAEGER'S PROJECT SHOWN FOR REFERENCE ONLY DMA 1 (COMMERCIAL) TO BE TREATED WITH MECHANICAL FILTRATION DMA 3 (RESIDENTIAL) BMP 1 MECHANICAL FILTRATION GROUND LEVEL DMA 4 (RESIDENTIAL) BMP 4 BIORETENTION SECOND LEVEL BMP 3 MECHANICAL FILTRATION FIRST LEVEL (SHOWN FOR REFERENCE ONLY) DMA 2 (RESIDENTIAL) BMP 2 BIORETENTION GROUND LEVEL LANDSCAPE TREATMENT PLANTER DRAINAGE AREA BOUNDARY PROPERTY LINE AREA OUTSIDE OF CALCULATIONS HARDSCAPE LANDSCAPE ON STRUCTURE ROOF FLOW DIRECTION MECHANICAL FILTRATION VAULT LEVEL BOTTOM SURFACE AND ELEVATION PER PLAN 18" MIN DEPTH OF BIORETENTION SOIL MIX, SEE SPECIFICATIONS. 12" MIN DEPTH CLASS II PERMEABLE DRAIN ROCK 2" FREEBOARD 6" PONDING DEPTH VARIES PLANTER WALL PLANTER WALL SIDEWALK PER PLAN VARIES VARIES PERFORATED PIPE WITH 0.5% SLOPE IMPERMEABLE LINER STRUCTURE North 0 10' 20' 40' LEGEND C4.00 CONCEPT STORMWATER MANAGEMENT PLAN - ON-SITE 1" = 20' PCRA 21-034.2 P:\2021\21-034.2_DTSM_Talbots\03_Design\01_CAD\01_Pre-App\C4.00 CONCEPT STORMWATER MANAGEMENT PLAN.dwg ,C4.00,Piper Crawford,5/31/2024 1:59:56 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:1/6/2022 2:25:27 PM 445 S B STREET SAN MATEO, CA, 94401 www.sherwoodengineers.com 2548 Mission Street San Francisco, CA 94110 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 PLANNING APPLICATION RESUBMITTAL#2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 ON-SITE STORMWATER MANAGEMENT PLAN SCALE: 1"=20' BESPOKE C.3 SPECIAL PROJECT CONDITIONS DEVELOPMENT CATEGORY ZONE IMPERVIOUS AREA (AC) SURFACE PARKING PERMANENT STRUCTURE SITE COVERAGE (%) FAR OR DU/AC TOTAL ALLOWABLE CREDIT TOTAL USED CREDIT1 COMMERCIAL CATEGORY B CBD/R 0.77 NO SURFACE PARKING 99% 4.76 FAR 100% 100% RESIDENTIAL CATEGORY B CBD/R 0.33 NO SURFACE PARKING 87% 187 DU/AC 100% 40% 1 THE PROJECT TO PRESERVE THE RIGHT IN THE FUTURE FOR FULL USE OF ALLOWABLE STORMWATER CREDITS TO USE NON-LID TREATMENT SUCH AS HIGH FLOW MEDIA FILTERS AND/OR HIGH FLOW-RATE TREE WELL FILTERS AS ALLOWED PER C.3 REGULATION FOR SPECIAL PROJECTS. 1 RAISED BIORETENTION PLANTER ON STRUCTURESCALE: NTS 2 CONTECH STORMFILTER VAULT STANDARD DETAIL WITH CARTRIDGE SYSTEM SCALE: NTS * PER CONTECH STORMFILTER VAULT DESIGN NOTES AS SHOWN IN DETAIL 2/C4.00. 1 3 3 EAST 4TH AVENUE

SOUTH B STREET
RAILROAD AVENUE EAST 5TH AVENUE BMP 6 BIORETENTION BMP 8 BIORETENTION DMA 8 DMA 8 DMA 6DMA 7 BMP 7 BIORETENTION DMA 9 DMA 5 BMP 9 BIORETENTION BMP 5 BIORETENTION WEST SIDE OF S. B STREET PART OF DRAEGER'S PROJECT SHOWN FOR REFERENCE ONLY HARDSCAPE LANDSCAPE ON STRUCTURE ROOF FLOW DIRECTION MECHANICAL FILTRATION VAULT PARKING COURTESY STRIP LANDSCAPE TREATMENT PLANTER DRAINAGE AREA BOUNDARY PROPERTY LINE AREA OUTSIDE OF CALCULATIONS LEVEL BOTTOM SURFACE AND ELEVATION PER PLAN PERFORATED PIPE WITH 0.5% SLOPE 18" MIN DEPTH OF BIORETENTION SOIL MIX, SEE SPECIFICATIONS. 12" MIN DEPTH CLASS II PERMEABLE DRAIN ROCK 2" FREEBOARD 12" PONDING DEPTH VARIES CURB FOR FALL PROTECTION WITH CURB OPENINGS 4"-6" CURB WITH CURB OPENINGS SIDEWALK PER PLAN CONCRETE GUTTER PER PLANS VARIES VARIES 20" MAX 4" MIN LEGEND C4.01 CONCEPT STORMWATER MANAGEMENT PLAN - OFF-SITE 1" = 20' PCRA 21-034.2 P:\2021\21-034.2_DTSM_Talbots\03_Design\01_CAD\01_Pre-App\C4.00 CONCEPT STORMWATER MANAGEMENT PLAN.dwg ,C4.01,Piper Crawford,5/31/2024 2:00:26 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:1/6/2022 2:25:27 PM 445 S B STREET SAN MATEO, CA, 94401 www.sherwoodengineers.com 2548 Mission Street San Francisco, CA 94110 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 PLANNING APPLICATION RESUBMITTAL#2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 OFF-SITE STORMWATER MANAGEMENT PLAN SCALE: 1"=20' North 0 10' 20' 40' 1 AT-GRADE BIORETENTION PLANTER WITH CURBS SCALE: NTS NOTES 1. DUE TO LIMITED AVAILABILITY ON RAILROAD AVE FRONTAGE, A 12-INCH PONDING DEPTH FOR ALL BIORETENTION PLANTERS WILL BE REQUIRED TO ACHIEVE THE REQUIRED TREATMENT. 2. ALL BIORETENTION WILL BE PER DETAILS 1 AND 2 , AND WILL INCORPORATE A MINIMUM 4-INCH CURB HEIGHT FOR FALL PROTECTION FROM THE SIDEWALK SIDE. 1 2 2 3 EAST 4TH AVENUE

SOUTH B STREET
RAILROAD AVENUE EAST 5TH AVENUE WATERSHED 1 EXISTING Q = 2.15 CFS Q WATERSHED BOUNDARY EAST 4TH AVENUE

SOUTH B STREET
RAILROAD AVENUE EAST 5TH AVENUE WEST SIDE OF S. B STREET PART OF DRAEGER'S PROJECT SHOWN FOR REFERENCE ONLY WATERSHED 1 PROPOSED Q = 2.09 CFS CONNECTION AS REQUESTED PER CITY OF SAN MATEO SD SDCO SDCO UD SD SDCO SDCO UD UD SDCO SDCO UD SDCO UD UD UD SDCO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDCO SDCO SDCO SDCO SDCO SDCO SDCO SDCO (P) STORM DRAIN CLEANOUT (P) DRAINAGE INLET SDCO (P) 6" AREA DRAIN (P) POC SD (P) SD MANHOLE North 0 10' 20' 40' LEGEND C5.00 CONCEPT STORM DRAIN CAPACITY STUDY 1" = 20' PCRA 21-034.2 P:\2021\21-034.2_DTSM_Talbots\03_Design\01_CAD\01_Pre-App\C5.00 CONCEPT STORM DRAIN CAPACITY STUDY.dwg ,C5.00,Piper Crawford,5/31/2024 2:02:41 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:1/6/2022 2:25:27 PM 445 S B STREET SAN MATEO, CA, 94401 www.sherwoodengineers.com 2548 Mission Street San Francisco, CA 94110 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 PLANNING APPLICATION RESUBMITTAL#2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 EXISTING CONDITIONS SCALE: 1"=20' PROPOSED CONDITIONS SCALE: 1"=20' EXISTING BESPOKE ON-SITE STORM DRAIN FLOW CALCULATIONS DMA AREAS (sf) AVERAGE RUNOFF COEFFICIENT TIME OF CONCENTRATION (mins) INTENSITY (in/hr) 10-YR STORM EVENT RUNOFF (cfs) DRAINAGE LOCATION EXISTING ON-SITE WATERSHED 1 IMPERVIOUS 49963 0.99 10 1.87 2.15 SHEET & PIPE FLOW TO STORM DRAIN PERVIOUS 637 SYSTEM ON E 5TH AVE TOTAL 50600 - - - 2.15 PROPOSED BESPOKE ON-SITE STORM DRAIN FLOW CALCULATIONS DMA AREAS (sf) AVERAGE RUNOFF COEFFICIENT TIME OF CONCENTRATION (mins) INTENSITY (in/hr) 10-YR STORM EVENT RUNOFF (cfs) DRAINAGE LOCATION PROPOSED ON-SITE IMPERVIOUS 47961 0.96 10 1.87 2.09 SHEET & PIPE FLOW TO STORM DRAIN LINE PERVIOUS 2639 ON S. B STREET TOTAL 50600 - - - 2.09 1 3 3 EAST 4TH AVENUE

SOUTH B STREET
RAILROAD AVENUE EAST 5TH AVENUE EAST 4TH AVENUE

SOUTH B STREET
RAILROAD AVENUE EAST 5TH AVENUE North 0 10' 20' 40' C6.00 CONCEPT TURNING ANALYSIS STUDY1" = 20' PCRA 21-034.2 P:\2021\21-034.2_DTSM_Talbots\03_Design\01_CAD\01_Pre-App\C6.00 CONCEPT TURNING ANALYSIS STUDY.dwg ,C6.00,Piper Crawford,5/31/2024 2:04:00 PM,ARCH full bleed E1 (30.00 x 42.00 Inches) ,1:1 RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:1/6/2022 2:25:27 PM 445 S B STREET SAN MATEO, CA, 94401 www.sherwoodengineers.com 2548 Mission Street San Francisco, CA 94110 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 PLANNING APPLICATION RESUBMITTAL#2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 PASSENGER CAR TURNING ANALYSIS ALONG RAILROAD AVE SCALE: 1"=20' GARBAGE TRUCK TURNING ANALYSIS ALONG RAILROAD AVENUE SCALE: 1"=20' NOTES 1. GARBAGE TRUCK TO BE REPRESENTATIVE OF CITY OF SAN MATEO RECOLOGY GARBAGE TRUCK. 1 PASSENGER CAR VEHICLE PROFILE SCALE: 1" = 10' 1 GARBAGE TRUCK VEHICLE PROFILE SCALE: 1" = 10' 1 06/10/2024 06/10/2024
06/10/2024 06/10/2024
06/10/2024 06/10/2024
C1 equals 6'-8" clear minimum per San Mateo Vehicle Bay dimension criteria for lower vehicle storage C2 equals 5'-0" clear minimum per San Mateo Vehicle Bay dimension criteria for upper vehicle storageThe max. vehicle length will be 17'-5" min. unobstructed.The minimum unobstructed width where a vehicle is parked on a pallet will have 6'-9" clear.The backup space behind the mechanical parking system will be 24'-0" minimum.The systems do not provide parking for visitors or any of the required accessible stalls. Those are shown on the parking plans.

Emergency backup power will be provided for the systems to function during power outages. The owner must always have an agreement in place for professionalsupport of all mechanical parking systems as soon as installed and while in operation. The owner at their own expense must provide at 6 months and annually thereafter a report to the planning division on vehicle retrieval times and failure rates of the systems. The owner must make repairs to keep the system functioning properly. The mechanical system must meet all applicable local, state, and federal standards, including but not limited to Fire and Building code requirements.

MAY 23, 2024

PARKING OPERATIONS NARRATIVE
The project includes parking for the residential and mixed-use buildings. Secured resident parking is located below the residential building and is connected via separate elevators. The remainder of the basement level is dedicated to commercial parking with a designated elevator connection that provides access to the ground floor retail and commercial spaces above. All users share the entry/exit ramp. Tenants access the secured parking area via RFID technology. The residential parking area is utilizing mechanical parking. The team is still evaluating the manufacturer, but the appropriate level of system detail will be provided on the Plan Check submittal. All City criteria around stall and vehicle size and clearances will be maintained. The owner will have an ongoing maintenance contract for support. The building will also have the ability to use the system during power outages. The system under consideration by the Applicant team at this time is the Klaus TrendVario 6200+, a lift and slide (puzzle lift) stacker systems. This is a semi-automated, independently accessible system. Each stall moves horizontally or vertically depending on their position and can be accessed without manually moving another vehicle. Gates or screens block off the parking spaces to keep the system secure while the stalls are in motion. These systems can be activated by key fob to assigned users. When used in tandem, the back row of stalls aligns its open space with the open space of the front stall and allows the user to pull into the back space. The average retrieval time to retrieve or park a car within this system is approximately 2 1/2 minutes. This is a very common system in projects of this type and all users will be trained on its use and operations and what to do in the event of a malfunction. Emergency backup power will be provided for the systems to function during power outages. The owner must always have an agreement in place for professional support of all mechanical parking systems as soon as installed and while in operation. The owner at their own expense must provide at 6 months and annually thereafter a report to the planning division on vehicle retrieval times and failure rates of the systems. The owner must make repairs to keep the system functioning properly.

SAMPLE TANDEM LIFT AND SLIDE LIFT & SLIDE/PUZZLE LIFT IN PARKING STALLS

SAMPLE LIFT AND SLIDE OPERATION
C1 equals 6’-8” clear minimum, per San Mateo Vehicle Bay dimension criteria for lower vehicle storage. C2 equals 5’-0” clear minimum, per San Mateo Vehicle Bay dimension criteria for upper vehicle storage. Maximum vehicle length will be 17’-5” min. unobstructed. Minimum unobstructed width where a vehicle is parked on a pallet will have 6’-9” clear.Backup space behind the mechanical parking system will be 24’-0” minimum.The systems do not provide parking for visitors or any of the required accessible stalls. See parking plans for visitor and accessible stalls. 06/10/2024 06/10/2024 06/10/2024 06/10/2024
06/10/2024 06/10/2024

B STREET
4th AVE
5th AVE RAILROAD AVE. DN DN UP

FEC UP FEC RR UP DN UP UP
21'-0" 39'-0" 33'-0"
10"-0"
90'-7"
87'-0" 36'-4" 86'-10" 4'-11" 2'-0" 1'-7" 2'-5"
49'-7" 44'-8"
7'-3" 5'-9" 3'-0" 1'-0" OPEN SPACE CALCULATIONS PER SMMC 27.38.090 OPEN SPACE REQUIREMENTS OPEN SPACE TO HAVE 25'-0" MIN WIDTH TOTAL NON-RESIDENTIAL AREA: REQUIRED OPEN SPACE (1% OF OFFICE AREA): 162,542 SF 1,625 SF 1,487 SF (REQ. MET) PER SMMC 27.38.090 OPEN SPACE REQUIREMENTS 50% OF THE REQUIRED OPEN SPACE SHALL BE UNSHADED BETWEEN NOON AND 2PM THE SPRING AND FALL EQUINOX OPEN SPACE AT CORNER PLAZA & RETAIL STOREFRONTS OPEN SPACE IN SUN BETWEEN NOON AND 2PM THE SPRING AND FALL EQUINOX PER SMMC 27.38.090 794 SF TOTAL OPEN SPACE: 2,281 SF (REQ. MET) RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.0 OPEN SPACE DIAGRAM N 0 5 10 20 FT 1" = 10' - 0" 1 1 1 1 1 3 3 3 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.1 ARBORIST REPORT 1 2 3 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.2 1 ARBORIST REPORT 23 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.3 ARBORIST REPORT 1 23 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.4 TREE PLANTING FORM 1 3 R A I L R O A D A V E N U E ( 20' WIDE PUBLIC STREET )
E A S T 4 t h A V E N U E ( 70' WIDE PUBLIC STREET )
E A S T 5 t h A V E N U E ( 60' WIDE PUBLIC STREET ) S O U T H ' B ' S T R E E T ( 70' WIDE PUBLIC STREET ) A BC D H F EG 1 2 34 5 67 891011 1213 15 14 17 16 18 19 21 22 23 20 1. REFER TO L.0.2 ARBORIST REPORT FOR TREE INVENTORY TABLE. PROPERTY LINE TREE TO BE REMOVED XXXX= TREE I.D. NUMBER PER SURVEY NOTES XXXX RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.0.5 TREE DISPOSITION PLAN N 0 5 10 20 FT 1" = 10' - 0" 2 UP DN 36 Bikes UP UP 12 Bikes 16 Bikes 24 Bikes DN DN UP UP RR B STREET 4th AVE
5th AVE RAILROAD AVE.
25'-0" 25'-0" 25'-0" 25'-0" G1 G1 G4 G1 P1 G1 G1 SIDEWALK WIDTH EXPANDED BY 5.15' (EXISTING CONDITION IS 11.85') 25 FT SIGHT TRIANGLE 25 FT SIGHT TRIANGLE 25 FT SIGHT TRIANGLE 25 FT SIGHT TRIANGLE DIMENSIONS SHOW FURNISHING ZONE (4'-0"), THROUGH ZONE (5'-8") WITH A TOTAL SIDEWALK WIDTH (INCLUSIVE OF CURB) OF 10'-2" DIMENSIONS SHOW FURNISHING ZONE (4'-6"),THROUGH ZONE (8'-0") AND FRONTAGE ZONE (3'-0") WITH A TOTAL SIDEWALK WIDTH (INCLUSIVE OF CURB) OF 16'-0" DIMENSIONS SHOW FURNISHING ZONE (4'-0"),THROUGH ZONE (7'-6") WITH A TOTAL SIDEWALK WIDTH (INCLUSIVE OF CURB) OF 12'-0" P3 P227'-0" 5'-0"
28'-0" 25'-0" 27'-0" P3 G4 GARAGE ENTRY P1 G4 P3 4'-0" 7'-6" 4'-6" 8'-0" 22'-3" 24'-0"
25'-0" 7" 26'-6" 40'-0" 23'-0"

LIGHT POLE, CITY OF STANDARD, SEE CIVIL TRAFFIC SIGN, SEE CIVIL

LIGHT POLE, CITY OF STANDARD, SEE CIVIL LIGHT POLE, CITY OF STANDARD, SEE CIVIL RELOCATE EXISTING LIGHT POLE,

W/ CONCRETE PAD, CITY OF
STANDARD, SEE CIVIL C4 LIGHT POLE, CITY OF STANDARD, SEE CIVIL TREE WELL FILTER, SEE CIVIL, TYP. A1C4 A1 C1 RESIDENTIAL TRASH STAGING AREA TRASH TERMINATION 25'-0" 22'-0" 27'-6" 27'-6" 27'-6" 27'-6" 27'-6" 27'-6" 10'-6" 25'-0" 25'-0" 2'-6" 51'-0" 42'-0" 37'-6" 53'-6" 25'-0" G1 A1A1 A1 B1 C1 C2 C4 P1 COURTESY STRIP, SEE CIVIL PROPOSED VAULT LOCATION, SEE CIVIL TREE GRATE, CITY OF STANDARD, TYP. TREE GRATE, CITY OF STANDARD, TYP. TREE GRATE, CITY OF STANDARD, TYP. 55'-0" BULB-OUT, SEE CIVIL CURB EXTENSION, SEE CIVIL BULB-OUT, SEE CIVIL (2) RESIDENTIAL BIKE RACKS, DISTANCE TO MAIN ENTRY IS 25' (4) COMMERCIAL BIKE RACKS, DISTANCE TO MAIN ENTRY IS 180' P3 (2) COMMERCIAL BIKE RACKS, DISTANCE TO MAIN ENTRY IS 125' (2) COMMERCIAL BIKE RACKS, DISTANCE TO MAIN ENTRY IS 85' 3'-0" 6" 6" 5'-8" 4'-0" 6"
6" A TOTAL SIDEWALK WIDTH (INCLUSIVE OF CURB) OF 5'-6" 28'-1" LIGHT POLE, CITY OF STANDARD, SEE CIVIL COMMERCIAL TRASH STAGING AREA OFFICE LOBBEY MAIN ENTRANCE - COMMERCIAL MAIN ENTRANCE - RESIDENTIAL LOBBY P3 (2) RESIDENTIAL BIKE RACKS, DISTANCE TO MAIN ENTRY IS 50' G2 G2 G2 G2 G2 G2 G2 G2 A1B1C1G1 G4 P1P2P3 C2C4 PAVEMENTS CONCRETE PAVING, CITY OF STANDARD VEHICULAR CONCRETE, SEE CIVIL BRICK PAVING, CITY OF STANDARD CIP CONCRETE (NATURAL COLOR, BROOM FINISH) PERMEABLE PAVERS (FURNISHING ZONE ON B) MATERIALS SCHEDULE PLANTER, CURBS AT GRADE PLANTING AREA PRE-FABRICATED RAISED BIORETENTION PLANTER - MANUFACTURE TBD RAISED PLANTING AREA BENCH MOVEABLE FURNITURE (TBD BY TENANT) BIKE RACK(20 SPACES) - 3'X 6' CLEARANCE ZONE - CITY OF STANDARD SITE FURNISHINGS, PARKING PROPERTY LINE 3'-0" 6'-0" G2 STORM FACILITY PLANTING SCHEDULE (INCLUDE ROW STORMWATER AREAS) SYMBOL % PLANT SPECIES MINIMUM SIZE SPACING QUANTITY 25 SALVIA SONOMENSIS #1 CONT. 1.5' O.C. 25 CHONDRAPETALUM TECHTORUM #1 CONT. 1.5' O.C. 25 JUNCUS PATENS 'ELK BLUE' #1 CONT. 1.5' O.C. 25 DESCHAMPSIA CESPITOSA #1 CONT. 1.5' O.C. PLANT SCHEDULE RAISED PLANTERS AT GROUND LEVEL SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE (HT.X SPRD.) SPACING NOTES FESTUCA RUBRA RED FESCUE 1 GAL 12"O.C. POLYSTICUM MUNITUM SWORD FERN 5 GAL 12" O.C. MAHONIA AQUIFOLIUM 'COMPACTA' LOW ORANGE GRAPE 5 GAL 12" O.C. NEPETA X FAASSENII 'WALKER'S LOW' WALKER'S LOW CATMINT 5 GAL 18" O.C. PENNESETUM ALOPECURIODES 'HAMLEN' DWARF FOUNTAIN GRASS 5 GAL 18"O.C. CISTUS SPP. ROCKROSE 5 GAL 3' O.C. AT GRADE STREETSCAPE PLANTING SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE (HT.X SPRD.) SPACING NOTES FESTUCA IDAOENSIS IDAHO FESCUE 1 GAL 12"O.C. NANDINA DOMESTICA 'COMPACTA COMPACT HEAVENLY BAMBOO 5 GAL 24" O.C. SALVIA GREGII AUTUMN SAGE 5 GAL 24" O.C. POLYSTICHUM MUNITUM SWORD FERN 5 GAL 24" O.C. TREE SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME MINIMUM SIZE SPACING QUANTITY NOTES HANDROANTHUS HEPTAPHYLLUS PINK TRUMPET TREE 2" CAL., 48" BOX AS SHOWN 7 STREET TREE REQ. 4th AVE. EUCALYPTUS ESPATHULATA SWAMP MALLET 2" CAL., 48" BOX AS SHOWN 7 STREET TREE REQ. 5th AVE. LOPHOSTEMON CONFERTUS BRISBANE BOX 2" CAL.,48" BOX AS SHOWN 6 STREET TREE REQ. S. B St. MAGNOLIA STELLATA STAR MAGNOLIA 24" BOX HOWEA FORSTERIANA KENTIA PALM 36" BOX 3 (1) MULTI-STEM 48" BOX & (2) SINGLE STEM 36" BOX AS SHOWN AS SHOWN 6 PROPOSED SHORT TERM BIKE - RESIDENTIAL 8 NOTE: 1. DECORATIVE BRICK IN THE PROW SHALL MATCH CITY STANDARDS. 2. FINAL PLANTING PLAN WILL RESPOND TO THE SHADE AND SUN EXPOSURES AS DETERMINED BY A FUTURE ARCHITECTURAL SOLAR STUDY. 3. SEE CIVIL FOR STREET PARKING INFORMATION. 4. TREE GRATES TO BE USED FOR TREES IN THE PUBLIC R.O.W. FOR NON-STORMWATER TREATMENT TREE AREAS. IMPLEMENT ROOT BARRIERS IF THEY DO NOT CONFLICT WITH STORMWATER TREATMENT IN THE PUBLIC R.O.W. 5. OPEN SPACE CALCULATION: SEE STATE DENSITY BONUS LETTER. 6. THE EXISTING BENCH ON B STREET & 5TH AVENUE IS REMOVED IN ORDER TO COMPLY WITH THE PROPOSED SIDEWALK, BULB-OUT AND A WIDENING OF THROUGH ZONE (SEE CIVIL.). THE PROPOSED SIDEWALK IS IN COMPLIANCE WITH THE CITY'S PEDESTRIAN MASTER PLAN A.10. SIDEWALK STANDARDS. PROPOSED SHORT TERM BIKE - COMMERCIAL 16 NOTE: 1. PLANT QUANTITIES IN 'STORM FACILITY PLANTING SCHEDULE' ARE BROKEN OUT FOR PERMIT REVIEW.

2. STORM FACILITY PLANT QUANTITIES ARE CALCULATED TO OVERFLOW LEVEL OF BASIN. C4 P1A1 G4 G1 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.1.0 LANDSCAPE PLAN, GROUND LEVEL N 0 5 10 20 FT 1" = 10' - 0" 1 1 1 1 1 1 1 1111 1111 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3

FEC FEC SEATING AREA GUARDRAIL PEDESTAL PAVER PLANTING AREA W/ LIGHTWEIGHT SOIL PLANTING AREA W/ LIGHTWEIGHT SOIL, METAL PLANTER LOUNGE AREA CONFERENCE AREA PLANTING AREA W/ LIGHTWEIGHT SOIL, METAL PLANTER METAL PLANTER METAL PLANTER METAL PLANTER PLANTING AREA W/ LIGHTWEIGHT SOIL B STREET 4th AVE
5th AVE RAILROAD AVE. RAISED PLANTERS AT UPPER TERRACES SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE (HT.X SPRD.) SPACING NOTES POLYSTICHUM MUNITUM SWORD FERN #3 36" O.C. SALVIA GREGGI AUTUMN SAGE #3 18" O.C. BOUTELOUA GRACILIS BLUE GRAMA GRASS #3 18" O.C. SESLERIA AUTUMNALIS AUTUMN MOOR GRASS #3 18" O.C. ARMERIA MARITIMA 'ALBA' 'ALBA' SEA THRIFT #3 6" O.C. ROSMARINUS OFFICINALIS TRAILING ROSEMARY TREE SCHEDULE LARGE SHRUB (UPPER TERRACES) MAGNOLIA STELLATA STAR MAGNOLIA 24" BOX RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.1.1 LANDSCAPE PLAN, 6TH LEVEL N 0 5 10 20 FT 1" = 10' - 0" 1 3 UP DN 36 Bikes UP UP 12 Bikes 16 Bikes 24 Bikes DN DN UP UP RR B STREET 4th AVE
5th AVE RAILROAD AVE. RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.2.0 IRRIGATION PLAN, GROUND LEVEL N 0 5 10 20 FT 1" = 10' - 0" 1 1" METER FOR IRRIGATION AT THIS APPROXIMATE LOCATION. REFER TO CIVIL DRAWINGS FOR EXACT LOCATION OF METER. MAXIMUM IRRIGATION DEMAND: 13 GPM AT APPROXIMATELY XX PSI STATIC PRESSURE AT WATER METER LOCATION. 1PLAN NOTES LEGEND 2 1" BACKFLOW PREVENTER FOR IRRIGATION SYSTEM. 3457 APPROXIMATE LOCATION OF IRRIGATION BOOSTER PUMP BY OTHERS. PRESSURE ON DISCHARGE SIDE OF BOOSTER PUMP SHALL BE 55 PSI. IRRIGATION CONTROLLER "C". MOUNT ON INTERIOR WALL AT THIS LOCATION AS DETAILED AND AS DIRECTED BY ARCHITECT. CONNECT TO 120 VOLT A.C. ELECTRICAL SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL SERVICE PRIOR TO CONSTRUCTION. 1" ELECTRICAL CONDUIT AND SPLICE BOX FOR IRRIGATION 2-WIRE CABLE TO BE PROVIDED AND INSTALLED FROM IRRIGATION CONTROLLER "C" TO THIS APPROXIMATE LOCATION UNDER ELECTRICAL CONTRACT TO SERVICE LEVEL 6 PLANTERS. COORDINATE INSTALLATION OF CONDUIT WITH GENERAL/ELECTRICAL CONTRACTOR(S) PRIOR TO CONSTRUCTION. 1.25" COPPER PIPE STUB-OUT FOR IRRIGATION FROM MECHANICAL ROOM TO THIS APPROXIMATE LOCATION TO SERVICE SITE LEVEL PLANTERS TO BE PROVIDED AND INSTALLED UNDER PLUMBING CONTRACT . COORDINATE INSTALLATION OF PIPES WITH GENERAL/PLUMBING CONTRACTOR(S) PRIOR TO CONSTRUCTION . 1.25" COPPER PIPE STUB-OUT FOR IRRIGATION FROM MECHANICAL ROOM TO THIS APPROXIMATE LOCATION TO SERVICE SITE LEVEL PLANTERS TO BE PROVIDED AND INSTALLED UNDER PLUMBING CONTRACT . COORDINATE INSTALLATION OF PIPES WITH GENERAL/PLUMBING CONTRACTOR(S) PRIOR TO CONSTRUCTION . 1" ELECTRICAL CONDUIT AND SPLICE BOX FOR IRRIGATION 2-WIRE CABLE TO BE PROVIDED AND INSTALLED FROM IRRIGATION CONTROLLER "C" TO THIS APPROXIMATE LOCATION UNDER ELECTRICAL CONTRACT TO SERVICE SITE LEVEL PLANTERS. COORDINATE INSTALLATION OF CONDUIT WITH GENERAL/ELECTRICAL CONTRACTOR(S) PRIOR TO CONSTRUCTION. 8NOTES: 1. ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED. 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE. 3. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL). 4. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS: 0.75" 0-6 GPM 1" 7-12 GPM 1.25" 13-20 GPM 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: 0.75 0-500 FT 1" 501-1100 FT 1.25" 1101-2000 FT 6 fax 925.932.5671 www.rmairrigation.com 2760 Camino Diablo Walnut Creek, CA 94597 tel 925.939.3985 t Irrigation Consultant: Russell D. Mitchell Associates, Inc.

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CON CON CON CON CON CON CON CON CON 123 45 6 7 IRRIGATION EQUIPMENT LOCATED WITHIN PUMP ROOM LOCATED ON BASEMENT LEVEL. REFER TO IRRIGATION SHEET XX FOR IRRIGATION EQUIPMENT PLAN DIAGRAM LAYOUT. 6 FEC FEC RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE 2202017.00 MMc YW 1 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PLANNING APPLICATION RESUBMITTAL 10/10/2023 PLANNING APPLICATION 02/01/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024 L.2.1 IRRIGATION PLAN, 6TH LEVEL N 0 5 10 20 FT 1" = 10' - 0" 1 1" ELECTRICAL CONDUIT AND SPLICE BOX FOR IRRIGATION 2-WIRE CABLE TO BE PROVIDED AND INSTALLED FROM IRRIGATION CONTROLLER "C" TO THIS APPROXIMATE LOCATION UNDER ELECTRICAL CONTRACT TO SERVICE LEVEL 6 PLANTERS. COORDINATE INSTALLATION OF CONDUIT WITH GENERAL/ELECTRICAL CONTRACTOR(S) PRIOR TO CONSTRUCTION. 1.25" COPPER PIPE STUB-OUT FOR IRRIGATION FROM MECHANICAL ROOM TO THIS APPROXIMATE LOCATION TO SERVICE SITE LEVEL PLANTERS TO BE PROVIDED AND INSTALLED UNDER PLUMBING CONTRACT . COORDINATE INSTALLATION OF PIPES WITH GENERAL/PLUMBING CONTRACTOR(S) PRIOR TO CONSTRUCTION . 1PLAN NOTES LEGEND 2 fax 925.932.5671 www.rmairrigation.com 2760 Camino Diablo Walnut Creek, CA 94597 tel 925.939.3985 t Irrigation Consultant: Russell D. Mitchell Associates, Inc.

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plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS:
# DESCRIPTION DATE 2202017.00 MMc YW 4TH & RAILROAD San Mateo, CA 4TH & RAILROAD 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 100% SET 09/29/2023 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.laL.3.2 IRRIGATION NOTES AND LEGEND 1. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, AND OTHER IRRIGATION COMPONENTS MAY BE SHOWN WITHIN PAVED AREAS FOR GRAPHIC CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, CONDUIT, AND OTHER ITEMS WHICH MAY BE REQUIRED. INVESTIGATE THE STRUCTURAL AND FINISHED CONDITION AFFECTING THE CONTRACT WORK INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES. IN THE EVENT OF FIELD DISCREPANCY WITH CONTRACT DOCUMENTS, PLAN THE INSTALLATION WORK ACCORDINGLY BY NOTIFICATION AND APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND ACCORDING TO THE CONTRACT SPECIFICATIONS. NOTIFY AND COORDINATE IRRIGATION CONTRACT WORK WITH APPLICABLE CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES THROUGH OR UNDER WALLS, ROADWAYS, PAVING AND STRUCTURES BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REQUIRED REVISIONS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, AND REGULATIONS. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE; THE UNIFORM PLUMBING CODE, PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION; AND OTHER STATE OR LOCAL LAWS OR REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR REGULATIONS. THE CONTRACTOR SHALL FURNISH WITHOUT ANY EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED BY THE COMPLIANCE WITH THESE CODES AND REGULATIONS. 3. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LAYOUT AND INSTALLATION OF THE PLANT MATERIALS TO INSURE THAT THERE WILL BE COMPLETE AND UNIFORM IRRIGATION COVERAGE OF PLANTING IN ACCORDANCE WITH THESE DRAWINGS, AND CONTRACT DOCUMENTS. THE IRRIGATION LAYOUT SHALL BE CHECKED BY THE CONTRACTOR AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION TO DETERMINE IF ANY CHANGES, DELETIONS, OR ADDITIONS ARE REQUIRED. IRRIGATION SYSTEM SHALL BE INSTALLED AND TESTED PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. 5. IT IS THE RESPONSIBILITY OF THE MAINTENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION CONTROLLER(S) TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS, SLOPES, SUN, SHADE AND WIND EXPOSURE. 6. IT IS THE RESPONSIBILITY OF A LICENSED ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT A.C. (2.5 AMP DEMAND PER CONTROLLER) ELECTRICAL SERVICE TO THE CONTROLLER LOCATION(S). IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE THE ELECTRICAL SERVICE STUB-OUT TO THE CONTROLLER(S). PROVIDE PROPER GROUNDING PER CONTROLLER MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH LOCAL CODES. 7. INSTALL NEW BATTERIES IN THE IRRIGATION CONTROLLER(S) TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES. USE QUANTITY, TYPE AND SIZE REQUIRED AS PER CONTROLLER MANUFACTURER'S INSTRUCTIONS. 8. SCHEDULE A MEETING WHICH INCLUDES REPRESENTATIVES OF THE IRRIGATION CONTROLLER MANUFACTURER, THE MAINTENANCE CONTRACTOR, THE OWNER AND THE IRRIGATION CONTRACTOR AT THE SITE FOR INSTRUCTION ON THE PROPER PROGRAMMING AND OPERATION OF THE IRRIGATION CONTROLLER. 9. INSTALL 3" DETECTABLE TAPE ABOVE ALL PRESSURIZED MAIN LINES AS DETAILED. USE CHRISTY MODEL #TA-DT-3-BIRR FOR POTABLE IRRIGATION SYSTEMS. 10. INSTALL 2-WIRE CABLE ALONG THE MAIN LINE. CONTACT CONTROLLER REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING. 11. INSTALL 2-WIRE CABLE WITHIN 1.25" CONDUIT WITH LONG SWEEPS IN AND OUT OF EACH VALVE BOX. SEAL ALL CONDUIT OPENINGS WITH WATERPROOF FOAM. 12. INSTALL A 14"X19" GREY ELECTRICAL PULL BOX EVERY 200' AND AT EVERY CHANGE IN DIRECTION. ONLY SPLICE TWO WIRE CABLE AT THREE WAY WIRE CONNECTIONS. 13. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS TW-CAB-14. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KIT. 14. DECODER GROUNDING SHALL BE PROVIDED EVERY 600 FEET, AT THE CONTROLLER AND AT THE LAST DECODER OR AT THE END OF THE 2 WIRE PATH. GROUND WITH A 5/8" X 8' COPPER CLAD GROUNDING ROD. #6 COPPER WIRE TO SURGE DEVICE/DECODER. INCLUDE A SURGE ARRESTOR AT EACH GROUNDING LOCATION. A SPLIT BOLT CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A DBR/Y-6 WATERPROOF CONNECTOR. 15. SPLICING OF JACKETED 2-WIRE IS PERMITTED IN VALVE BOXES ONLY. LEAVE A 24" LONG COIL OF WIRE AT EACH SPLICE AND A 24" LONG EXPANSION LOOP IN ALL PULL BOXES. 16. INSTALL BLACK PLASTIC VALVE BOXES WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION CONTROL VALVE". BOX BODY SHALL HAVE KNOCK OUTS. ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR APPROVED EQUAL. 17. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, INSTALL EACH BOX AN EQUAL DISTANCE FROM THE WALK, CURB, BUILDING OR LANDSCAPE FEATURE AND PROVIDE 12" BETWEEN BOX TOPS. ALIGN THE SHORT SIDE OF RECTANGULAR VALVE BOXES PARALLEL TO WALK, CURB, BUILDING OR LANDSCAPE FEATURE. 18. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS (AVOID LAWN AREAS WHERE POSSIBLE). 19. THE CONTRACTOR SHALL LABEL CONTROL LINE WIRE AT EACH REMOTE CONTROL VALVE WITH A 2 1/4" X 2 3/4" POLYURETHANE I.D. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE. THE CONTRACTOR SHALL PERMANENTLY STAMP ALL VALVE BOX LIDS WITH APPROPRIATE IDENTIFICATION AS NOTED IN CONSTRUCTION DETAILS. 20. FLUSH AND ADJUST IRRIGATION OUTLETS AND NOZZLES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. SELECT THE BEST DEGREE OF THE ARC AND RADIUS TO FIT THE EXISTING SITE CONDITIONS AND THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH CONTROL ZONE. 21. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE. 22. LOCATE BUBBLERS ON UPHILL SIDE OF PLANT OR TREE. 23. INSTALL A HUNTER HCV SERIES, KBI CV SERIES, OR APPROVED EQUAL SPRING LOADED CHECK VALVE IN SPRINKLER RISER ASSEMBLIES WHERE LOW OUTLET DRAINAGE WILL CAUSE EROSION AND/OR EXCESS WATER. 24. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE CAUTION TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATE BY HAND IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR. BACK FILL TRENCHES ADJACENT TO TREE WITHIN TWENTY-FOUR (24) HOURS. WHERE THIS IS NOT POSSIBLE, SHADE THE SIDE OF THE TRENCH ADJACENT TO THE TREE WITH WET BURLAP OR CANVAS. 25. NOTIFY LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE. 26. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 27. IRRIGATION DEMAND: REFER TO PLANS. 28. THE EXISTING MAIN LINE SHOWN ON THE DRAWINGS IS DIAGRAMMATIC. VERIFY AND LOCATE EXISTING MAIN LINE IN FIELD. REPORT TO ARCHITECT IN WRITING ANY DEVIATION OF EXISTING MAIN LINE LOCATION FROM THAT SHOWN ON THE DRAWINGS. 29. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL. AS CHANGES IN LAYOUT OCCUR DURING STAKING AND CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED ACCORDINGLY. 30. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5. 31. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES IN THE IRRIGATION LAYOUT DUE TO OBSTRUCTIONS NOT SHOWN ON THE IRRIGATION DRAWINGS SUCH AS LIGHTS, FIRE HYDRANTS, SIGNS, ELECTRICAL ENCLOSURES, ETC. 32. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES IN THE IRRIGATION LAYOUT AND VALVE ZONING DUE TO VARIATIONS IN THE EXISTING SITE CONDITIONS SUCH AS EXPOSURE FROM BUILDINGS, TRELLISES, TREES, ETC., AS WELL AS SLOPE AND SOIL CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT OF THE PROPOSED CHANGES PRIOR TO INSTALLATION FOR APPROVAL. 33. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE IRRIGATION SYSTEM DESIGN IF THE PLANTING DESIGN CHANGES FROM THE ORIGINAL PLAN AND NEEDS TO ADAPT TO THE NEW PLANTING DESIGN. THE LANDSCAPE CONTRACTOR NEEDS TO NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT OF PROPOSED CHANGES PRIOR TO INSTALLATION FOR APPROVAL. 34. WHEN WORK OF THIS SECTION HAS BEEN COMPLETED AND SUCH OTHER TIMES AS MAY BE DIRECTED, REMOVE ALL TRASH, DEBRIS, SURPLUS MATERIALS AND EQUIPMENT FROM SITE. 35. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLEMENTAL HAND WATERING OF ALL PLANT MATERIAL WITHIN DRIPLINE AREAS UNTIL THE PLANTS ARE SUFFICIENTLY ESTABLISHED. 36. VERIFY LOCATIONS OF ALL IRRIGATION COMPONENTS INSTALLED WITHIN A VALVE BOX WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DO NOT INSTALL UNTIL LANDSCAPE ARCHITECT PROVIDES ACCEPTABLE LOCATIONS. IRRIGATION NOTES IRRIGATION COORDINATION NOTES 1. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPING WITHIN THE STRUCTURE. PIPE MATERIAL SHALL BE APPROVED FOR USE WITHIN A STRUCTURE PER PLUMBING CODE. REFER TO MEP OR PLUMBING DRAWING FOR EXACT ROUTING THOUGH THE STRUCTURE. REFER TO IRRIGATION PLANS FOR APPROXIMATE LOCATION OF STUB OUT LOCATIONS. EXIT OF PIPE TO BE WITHIN PLANTERS WHERE POSSIBLE. ALL PENETRATION POINTS SHALL BE WATERPROOFED AS REQUIRED. 2. IRRIGATION SLEEVES OR CONDUITS WITHIN PRECAST OR POURED IN PLACE PLANTERS SHALL BE COORDINATED AND INSTALLED PRIOR TO THE CONSTRUCTION. ALL PENETRATION POINTS SHALL BE WATERPROOFED AS REQUIRED. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, PULL BOXES AND WIRE IN STRUCTURE. THE DRAWINGS INDICATE REQUIRED CONDUIT SIZE AND TYPE OF LOW VOLTAGE CABLE. FINAL CONNECTION OR WIRING TO REMOTE CONTROL VALVES AND CONTROLLER SHALL BE COMPLETED BY IRRIGATION CONTRACTOR. SYMBOL OPERATING DESCRIPTION PSI NOZZLE GPM OPERATING RADIUS (FEET) DB-15-PC-CV TORO BUBBLER, MIN. 2 PER TREE. REFER TO BUBBLER DETAIL FOR QUANTITY OF BUBBLERS PER TREE SIZE. 0.25 30 TRICKLE IRRIGATION LEGEND 570-DRIP-IND TORO POP-UP DRIPLINE INDICATOR WITH SIDE INLET. T-YD-500-34 TORO DRIPLINE AIR RELIEF VALVE WLT-0500-T NDS SCH 40 BALL VALVE OR APPROVED EQUAL DB-15-PC-CV TORO BUBBLER, 1 PER SHRUB 0.25 30 TRICKLE MODEL NUMBER P-220-26 SERIES TORO REMOTE CONTROL VALVE DZK-700-MF TORO DRIP ZONE KIT WITH IRRITROL 700 SERIES REMOTE CONTROL VALVE, PRESSURE REGULATOR (40 PSI) AND A 1" FILTER KC OR KSC NDS KSC SERIES CHECK VALVE FOR UPHILL FLOW DIRECTION OR KC SERIES SPRING CHECK VALVE FOR DOWNHILL FLOW DIRECTION (LINE SIZE) CV T113-K SERIES NIBCO BRASS GATE VALVE (LINE SIZE) TORO POP-UP SPRAY 0.75 40 12-14 SPRINKLER WITH MP ROTATOR NOZZLE (GRASSES) 570Z-12P-XF-COM/ MP1000-360-HT 570Z-12P-XF-COM/ 0.37,0.19 40 12-14 MP1000-90-HT 570Z-12P-PRX-COM/ 0.65 30 10-12 MP1000-360-HT 570Z-12P-PRX-COM/ 0.32,0.16 30 10-12 MP1000-90-HT TORO POP-UP SPRAY SPRINKLER WITH MP ROTATOR NOZZLE (GRASSES) TORO POP-UP SPRAY SPRINKLER WITH HUNTER MP ROTATOR NOZZLE (GRASSES) TORO POP-UP SPRAY SPRINKLER WITH HUNTER MP ROTATOR NOZZLE (GRASSES) 33-DRC SCHEDULE 40 PVC PLASTIC PIPE. COVER TO BE AS INDICATED IN SPECIFICATIONS OR AS INDICATED ABOVE FOR PIPE DEPTH OF COVER. 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. LATERAL LINE: SLEEVING: RAIN BIRD 3/4" TWO-PIECE QUICK COUPLING VALVE (YELLOW LOCKING RUBBER COVER) 1.5" AND SMALLER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 18" COVER. MAIN LINE: CONTROLLER AND STATION NUMBER AREA (SQ. FT.) FLOW (GPM) REMOTE CONTROL VALVE SIZE (IN INCHES) ASSOCIATED REMOTE CONTROL VALVE WATER USE CLASSIFICATION OF ZONE APPLICATION RATE (IN/HR) or DRIPLINE SPACING or DRIP ZONE: TORO DL2000 SERIES DRIPLINE WITH DL2000 INSERT FITTINGS, PART #RGP-212. TUBING TO BE INSTALLED 4" BELOW GRADE IN A 12" O.C. GRID ACCORDING TO DETAILS. SIZE EXHAUST HEADERS AS FOLLOWS: 1": 0-10 GPM, 1.25": 11-20 GPM. ALL EXHAUST HEADERS SHALL BE 1" SCH 40 PVC OR 1" SCH 40 FLEXIBLE PVC. USE SCH. 40 PVC SOLVENT WELD FITTINGS. EXTEND PVC HEADERS TO THE ENDS OF ALL DRIP ZONES TO BALANCE FLOW IF REQUIRED. SEE DETAILS FOR FURTHER INFORMATION. DRIPLINE REMOTE CONTROL VALVE T-FP600A-LF-1" NIBCO 1" BRASS BALL VALVE APPROXIMATE CONNECTION POINT BETWEEN DRIPLINE TUBING AND PVC SUPPLY WHEN DRIP ZONE IS LESS THAN 3 GPM AND NO PVC SUPPLY/EXHUST HEADERS ARE NEEDED. REFER TO DRIPLINE TUBING CONNECTION DETAIL FOR MORE INFORMATION. DRIPLINE REMOTE CONTROL VALVE 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. DRIPLINE LATERAL LINE: 975XL2SEU-1" WILKINS REDUCED PRESSURE BACKFLOW ASSEMBLY WITH FREEZE BLANKET. MV PVC LATERAL SUPPLY HEADER EXHAUST HEADER DRIP ZONE EXTENTS PVC LATERAL XX STATION # COLOR HATCH OF ZONE XX STATION # DRIP ZONE EXTENTS COLOR HATCH OF ZONE FS MAIN LINE: CU CU CU 1.5" AND SMALLER: TYPE 'K' COPPER PIPE WITH WROUGHT FITTINGS. SHOWN FOR REFERENCE ONLY, SEE PLUMBING PLANS FOR ROUTING THROUGH STRUCTURE. 220-27-04/ T-ALFS10150-S TORO BRASS REMOTE CONTROL VALVE WITH PRESSURE REGULATOR (40 PSI) AND A 1" SCREEN FILTER EGP-TW-S/ EGP-ICENTRAL RAIN MASTER EAGLE PLUS CONTROLLER IN A STAINLESS STEEL PEDESTAL ENCLOSURE; INCLUDES I-CARD, CELL COMMUNICATION KIT AND FIVE YEARS RAIN MASTER I-CENTRAL SERVICE. TW-D-1 RAIN MASTER SINGLE STATION DECODER (1 PER VALVE) TW-LA-1 RAIN MASTER LIGHTENING ARRESTOR (1 EVERY 600 FEET ALONG MAIN) REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS. TW-D-2 RAIN MASTER TWO STATION DECODER (USE WHEN MORE THAN 1 OR MORE VALVES ARE CLUSTERED TOGETHER) ROUTE RAIN MASTER TWO WIRE CABLE TO ALL REMOTE CONTROL VALVES. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS TW-CAB-14. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KITS OR APPROVED EQUAL. INSTALL 2 WIRE CABLE WITHIN 1.25" SCH 40 ELECTRICAL CONDUIT. PULL BOXES SHALL BE LOCATED EVERY 200' NO SPLICES ARE ALLOWED BETWEEN VALVES. REFER TO DETAIL FOR INSTALLATION INSTRUCTIONS. NOT SHOWN ON PLANS QS200-10 FLOMEC 1" PVC FLOW SENSOR 3100100 SUPERIOR MASTER VALVE-1" (NORMALLY OPEN) RS-1000 IRRITROL WIRELESS RAIN SENSOR CON CON CON ELECTRICAL CONDUIT: SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL PLANS FOR ROUTING THROUGH STRUCTURE. THE PROPOSED IRRIGATION SYSTEM FOR THIS SITE WILL BE DESIGNED WITH THE LATEST TECHNOLOGY IN WATER CONSERVATION AND EFFICIENCY. THE SYSTEM WILL CONSIST OF THE FOLLOWING TYPES OF IRRIGATION METHODS AND EQUIPMENT COMPLYING WITH THE STATE WATER ORDINANCE. ALL SMALL PLANTING BEDS WILL BE IRRIGATED WITH WATER CONSERVING AND HIGHLY EFFICIENT INLINE DRIP. ALL BIORETENTION WILL BE IRRIGATED WITH INLINE DRIP SPACED AT 12" O.C. SINCE BIORETENTION AREAS ARE LESS THAN 10 FT WIDE. THE CONTROLLER THAT WILL MANAGE THIS SYSTEM USES LOCAL WEATHER TO ADJUST THE RUN TIMES OF THE VALVES BASED ON DAILY WEATHER CONDITIONS. UTILIZING THIS TYPE OF WEATHER-BASED SYSTEM WILL HELP THE LANDSCAPE MANAGER SAVE 25% MORE WATER THAN WITH A CONVENTIONAL CONTROLLER. IRRIGATION ZONES 1. LOW AND MODERATE WATER-USE SHRUBS/GROUNDCOVER/FLOWERING PLANTS: TO BE IRRIGATED WITH INLINE DRIP 2. LARGE SHRUBS AND TREES: TO BE IRRIGATED USING POINT SOURCE BUBBLERS. 3. STORMWATER TREATMENT: TO BE IRRIGATED WITH INLINE DRIP SPACED AT 12" O.C. IRRIGATION DESIGN NARRATIVE I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. IRRIGATION WATER USE CALCULATIONS 2.2 RMW Architecture Interiors 160 Pine Street 4th Floor San Francisco California 94111 Office 415 781-9800 Fax 415 788-5216 rmw.com REVISIONS : ISSUE: ISSUE DATE: CLIENT: PROJECT NAME & ADDRESS: 401-445 S. B STREET SAN MATEO, CA 94401 401-445 S. B STREET # DESCRIPTION DATE PLANNING APPLICATION RESUBMITTAL 10/10/2023 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la 1 10/10/2023 02/01/2023 01/29/2024 PLANNING APPLICATION 1 PLANNING APPLICATION RESUBMITTAL
2 PLANNING APPLICATION RESUBMITTAL #23 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024

DN DN UP
FEC UP FEC JIHGFKEDCBA 1 2 3 4 5 6 7 8 10 11 12 13 RR 9 J.5 12.8 E.8 E.9 107 ELECTRICAL ROOM 107A TRANSFORMER ROOM 107B TRANSFORMER ROOM 112 BIKE STORAGE 110 STORAGE 117 SERVICE CORRIDOR 113 STORAGE 111 ELEV EQMT 100A RETAIL 101 STAIR 1 100C RETAIL 100D RETAIL 104 OFFICE LOBBY 100E RETAIL 100F RETAIL 115 OFFICE UP DN 36 Bikes UP UP 12 Bikes 16 Bikes 24 Bikes RAMP DN 398 SF LEASING OFFICE 369 SF YOUTH ROOM 234 SF MENS 246 SF WOMENS 539 SF ELECTRICAL 370 SF PREP KITCHEN STAIR 2 789 SF BIKE ROOM 689 SF SELF HELP STORAGE 1,999 SF SELF HELP / HICAP OFFICE 766 SF LOBBY2,165 SF DINING ROOM ELEV 334 SF BREAK ROOM 144 SF
JANITOR CLOSET 93 SF ELEV MECH 312 SF RESIDENT SERVICES 323 SF UTILITY ROOM CORRIDOR 185 SF
SECURE STORAGE STAIR 1361 SF MAINTENANCE GARAGE ENTRY FIX-IT

10.0% 20.4% 1.05 1.10 1.12 1.11 1.13 1.14 1.23 1.15 1.16 1.24 1.22 1.17 1.34 1.33 1.32 1.06 1.07 1.19 1.03 1.37 1.36 1.35 1.01 1.02 1.40 1.39 1.38 1.04 76 SF CLASSROOM STORAGE 69 SF RESTROOM COMMERCIAL OFFICE BUILDING COMMERCIAL OFFICE BUILDING PLs PLw GARAGE RAMP S. RAILROAD AVENUE E. 4TH AVENUE 2 DISTANCE TO MAIN BUILDING ENTRANCE = 90'-0" MAIL 2 2

4.9% 4.9% 1.08 PLe PLn R W/C OFFICE TRASH ROOM SEE SHEET T0.1 WASTE: 4CY COMP RECYCLE: 4CY COMP PROJECTED COLLECTION SCHEDULE: OFFICE TRASH SERVICE M Tu W Th F Sa Su 2 COMPOST: 2CY COMP TOTAL 2 2 1 3 0 1 3 1 2 1 1 22 1 FRONT-LOAD COLLECTION VEHICLE SHOWN LOADING CONTAINERS FRONT-LOAD CONTAINER HEIL 28CY FRONT-LOAD COLLECTION VEHICLE TRASH ROUTE / STAGING PLAN LEVEL 1 SCALE: NTS 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. FRONT-LOAD COLLECTION VEHICLE RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] T0.0 TRASH ROUTE / STAGING PLAN Project Status Issue Date 2202017.3 BM 445 S B STREET SAN MATEO, CA, 94401 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 SHEET NOTES: OFFICE TRASH ROOM. LEVEL 1. 1. TRASH COLLECTION ROOM IS 1HR 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. 8'-0" WIDE ROLL-UP DOOR FOR TRANSFERRING CONTAINERS. INSTALL 3'-0" NFPA COMPLIANT DOOR FOR FIRE EGRESS. 7. APOLLO MODEL A1000 STATIONARY HAND-FED COMPACTORS WITH 4CY FL COMPACTOR CONTAINERS FOR COMBINED WASTE AND RECYCLING. PP: COMPACTOR POWER PACKS SHALL BE COMPACTOR-MOUNTED. 5HP 3-PHASE, 208/230/460V. 30A DISCONNECTS 60" AFF. 8. PROVIDE CV-02 VERTICAL COMPACTOR WITH 2CY FL COMPACTOR CONTAINER FOR COMPOST DISPOSAL. 230V 1PH 50A SERVICE OUTLET REQUIRED. 9. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. 120V 15A SERVICE OUTLET REQUIRED. 10. HB: HOT AND COLD HOSE BIBB SHALL BE WALL-MOUNTED 60" AFF. 11. PROVIDE WPT45 27" x 48" ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 4500LB CAPACITY WITH 57.5" TURNING RADIUS. 120V 15A SERVICE OUTLETS REQUIRED. 12. 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. OFFICE TRASH ROOM PLAN LEVEL 1 SCALE: 3 8" = 1'-0" LEVEL 1 (S.A.D.) FLOORS BY OTHERS (S.A.D.) SEE NOTE 2 SINGLE SIDE LATCH FOR CONTAINER REMOVAL COMPACTOR ACCESS DOOR 4CY FL COMPACTOR CONTAINER COMPACTOR-MOUNTED POWER PACK, SEE NOTE 7 APOLLO MODEL A1000 SSL COMPACTOR W/ DUMPER SECTION A-A WASTE: 4CY COMP RECYCLE: 4CY COMP PROJECTED COLLECTION SCHEDULE: OFFICE TRASH SERVICE M Tu W Th F Sa Su 2 COMPOST: 2CY COMP TOTAL 2 2 1 3 0 1 3 1 2 1 1 22 1 CV-02-FL-FF VERTICAL COMPACTOR W/ 2CY COMPACTOR CONTAINER (NTS) FRONT VIEW PLAN VIEW ISOMETRIC VIEW SIDE VIEW 10 AB WPT45 27" x 48" ELECTRIC PALLET TRUCK, SEE NOTE 11 A-A- SIM PP 4CY FL COMPACTOR CONTAINER RECYCLING PP 4CY FL COMPACTOR CONTAINER WASTE SPARE 4CY FL COMPACTOR CONTAINER RECYCLING CV-02 VERTICAL COMPACTOR
W/ 2CY CONTAINER
COMPOST 120V 15A SERVICE OUTLET, SEE NOTE 12 120V 15A SERVICE OUTLET, SEE NOTE 12 OC HB 2HR FIRE-RATED WALL BY OTHERS (S.A.D.) SEE NOTE 3 CONCRETE CURB WALL PROTECTION TYP SEE NOTE 4 FD RMW Architecture Interiors 30 E Santa Clara St. Suite 200 San Jose California 95113 Office 408 294-8000 Fax 408 294-1747 rmw.com SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] T0.1 OFFICE TRASH ROOM PLAN Project Status Issue Date 2202017.3 BM 445 S B STREET SAN MATEO, CA, 94401 BESPOKE # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024

BESPOKE
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
Planning Resubmission #3 - June 10, 2024
APPLICANT:

ALTA HOUSING
180 GRAND AVENUE, SUITE 1400
OAKLAND, CA 94612
CONTACT: PRESTON O'CONNELL
(510) 466-1485
ARCHITECT:

BDE ARCHITECTURE
950 HOWARD STREET
SAN FRANCISCO, CA 94103
CONTACT: KYLE FILOMEO
(303) 217 - 3797
LANDSCAPE ARCHITECT:

PLACE
735 NW 18TH AVENUE
PORTLAND, OR 97209
CONTACT: CHARLES BRUCKER
(503) 334 - 2080
HOUSING SERVICES:

ALTA HOUSING
3460 W BAYSHORE RD STE 104
PALO ALTO, CA 94303
CONTACT: JUSTINE TSAI
(650) 321-4341
AR0.01 PROJECT INFORMATION
AR0.11 FLOOR AREA PLANS
AR0.31 EGRESS DIAGRAM FLOOR 1
AR0.32 EGRESS DIAGRAM FLOOR 2
AR0.33 EGRESS DIAGRAM FLOORS 3-7
AR0.34 EGRESS DIAGRAM ROOF
AR0.41 ALLOWABLE AREA & OPENINGS
AR0.42 ALLOWABLE AREA & OPENINGS
AR0.43 ALLOWABLE AREA & OPENINGS
AR1.00 SITE PLAN
AR2.01 FLOOR 1 PLAN
AR2.02 FLOOR 2 PLAN
AR2.03 FLOORS 3-7 PLAN
AR2.04 ROOF PLAN
AR3.01 BUILDING MATERIAL ELEVATIONS
AR3.02 PERSPECTIVE VIEW RENDERINGS
AR3.03 MATERIAL BOARD
AR3.05 UNIT NATURAL LIGHT CONDITIONS
AR3.06 UNIT NATURAL LIGHT CONDITIONS
AR3.10 BUILDING ELEVATIONS
AR3.20 BUILDING SECTIONS
AR3.21 STREET WALL SECTION EXHIBITS
AR10.40 WINDOW & STOREFRONT TYPES
AR10.41 WINDOW DETAILS
SITE
THE PROPOSED PROJECT IS A 100% AFFORDABLE, FAMILY-FRIENDLY RESIDENTIAL BUILDING WITH PUBLIC FUNDING. THIS BUILDING HAS A

SUBTERRANEAN PARKING GARAGE AND GROUND FLOOR CIVIC SPACE FOR THE LOCAL NON-PROFIT, SELF-HELP FOR THE ELDERLY. THE PROJECT CONSISTS OF THE ELEMENTS DESCRIBED BELOW: • 71 RESIDENTIAL DWELLING UNITS (APARTMENTS) (SEE STATISTICS FOR MORE INFORMATION) • 11 UNITS (15.5%) ARE PROVIDED WITH MOBILITY FEATURES PER CTCAC REGULATIONS (EXCEEDING CBC 11B0233.3.1.1). 8 UNITS (11.3%) ARE

PROVIDED WITH COMMUNICATION FEATURES PER CTCAC REGULATIONS (EXCEEDING CBC 11B-233.3.1.3). ALL OTHER RESIDENTIAL UNITS ARE ADAPTABLE PER CBC 11B. ALL UNITS ARE ON AN ACCESSIBLE ROUTE; UNITS ABOVE THE GROUND FLOOR ARE SERVED BY AN ELEVATOR. • SELF-HELP FOR THE ELDERLY PROGRAM ON GROUND FLOOR WITH A

FLEXIBLE OPEN AREA, ADMINISTRATIVE OFFICES, AND OTHER SUPPORT SPACES. • PROPOSED RESIDENTIAL BUILDING IS 5
-STORIES OF TYPE III-A WOOD
FRAMED CONSTRUCTION OVER 2-STORIES OF TYPE I-A CONCRETE PODIUM. • ALL PUBLIC AREAS ARE ACCESSIBLE PER CHAPTER 11B. CORRIDORS AND COMMON AREAS ARE ACCESSIBLE PER CHAPTER 11B. • ALL PORTIONS OF THE PROJECT ARE FULLY SPRINKLERED PER 903.3.1.1 / NFPA 13. ALL REFERENCES TO "AUTOMATIC SPRINKLERS SYSTEM" MEAN "PER 903.3.1.1 / NFPA 13." • SUBTERRANEAN PARKING LEVEL IS ENCLOSED AND MECHANICALLY

VENTILATED (PARKING LEVEL IS PART OF OFFICE BUILDING PORTION OF THIS SUBMITTAL) • AMENITY SPACES FOR RESIDENTS AND GUESTS ARE LOCATED ON LEVELS 1 & 2. THESE SPACES INCLUDE A YOUTH ROOM, LAUNDRY ROOM,

COMMUNITY ROOM, AND LANDSCAPE COURTYARD WITH SEATING AREAS, PLANTINGS, AND PLAY STRUCTURES • PROJECT INCLUDES RELEVANT SITE WORK, INCLUDING EXCAVATION,

GRADING, PAVING, LANDSCAPING, AND UTILITY CONNECTIONS AS REQUIRED FOR A COMPLETE PROJECT.

SHORT TERM BICYCLE PARKING (PER SMMC 27.64.262):

UNIT TYPE RATIO REQ. COUNT / AREA REQ. SPACES
STUDIO 0.05 / UNIT 03 UNITS 0.15 SPACES
1 BEDROOM 0.05 / UNIT 24 UNITS 1.20 SPACES
2 BEDROOM 0.10 / UNIT 22 UNITS 2.20 SPACES
3 BEDROOM 0.15 / UNIT 22 UNITS 3.30 SPACES
SERVICES 1.0 / 10,000 GSF 5,964 GSF* 0.6 SPACES
TOTAL REQ.: 7.45 SPACES
TOTAL PROVIDED:8 SPACES
LONG TERM BICYCLE PARKING (PER SMMC 27.64.262):

UNIT TYPE RATIO REQ. COUNT / AREA REQ. SPACES
STUDIO 1.00 / UNIT 03 UNITS3 SPACES
1 BEDROOM 1.00 / UNIT 24 UNITS 24 SPACES
2 BEDROOM 1.25 / UNIT 22 UNITS 27.5 SPACES
3 BEDROOM 1.50 / UNIT 22 UNITS 33 SPACES
SERVICES 1.0 / 20,000 GSF 5,964 GSF* 0.3 SPACES
TOTAL REQ.: 87.8 SPACES
TOTAL PROVIDED: 88 SPACES
*TOTAL OF AREA ATTRIBUTED TO "COMMUNITY ACTIVITIES" IN TABLE ABOVE

ALLOWABLE GROSS FLOOR AREA / HEIGHTS / CONSTRUCTION TYPES BASE ALLOWABLE AREA PER FLOOR PER CBC TABLE 506.2 FOR TYPE I-A:

OCCUPANCY TYPES A, B, S, & R: UNLIMITED S.F.

BASE ALLOWABLE HEIGHT & STORIES PER CBC TABLES 504.3 & 504.4 FOR TYPE I-A:

OCCUPANCY TYPES A, B, S, & R: UNLIMITED
BASE ALLOWABLE AREA PER FLOOR PER CBC TABLE 506.2 FOR TYPE III-A:

R-2 24,000 S.F.

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

R-2 85 FEET / 5 STORIES (W/O AREA INCREASE & W/ AUTOMATIC SPRINKLER SYSTEM) PROPOSED GROSS FLOOR AREA*

FLOOR OCCUPANCY GROSS AREA
FLOOR 1 MIXED 15,276 S.F.

FLOOR 2 R-2 10,833 S.F.

FLOORS 3-7 R-2 10,875 S.F.

TOTAL 80,484 S.F.
*PER CBC 2022, AREA MEASURED TO THE INSIDE PERIMETER OF EXTERIOR BUILDING WALLS, INCLUDING DECKS THAT ARE NOT OPEN TO THE SKY. EXCLUDES PORTIONS OF DECKS WHICH PROJECT BEYOND THE FACE OF THE BUILDING. NO DEDUCTIONS FOR SHAFTS OR STAIRWAYS.

FIRE-RESISTANCE RATING REQUIREMENTS:
3 HOUR HORIZONTAL SEPARATION BETWEEN TYPE I-A & TYPE III-A REQUIREMENTS PER SECTION 510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE
TYPE I-A: FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601:

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

STRUCTURAL FRAME 1 HR.

EXTERIOR BEARING WALLS 2 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 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.

THE BUILDING SHALL COMPLY WITH THE 2022 CFC SECTION 510 FOR ERRC COVERAGE.

SITE MAP
6 PROJECT TEAM2 SHEET INDEX1
1" = 1'-0"

PROJECT DESCRIPTION
4 1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:12 PM
AR0.01
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

PROJECT INFORMATION

BESPOKE

BICYCLE PARKING
5 BUILDING CODE SUMMARY
3 OMITTED PER SMMC

27.04.200(b)(2)(E)

BIKE ROOM
12,255 SF
LEVEL 1

GARAGE RAMP

OMITTED PER SMMC

27.04.200(d)(4)
19' - 11" 35' - 10"
108' - 3"
8' - 9"
3' - 4"
144' - 9"
28' - 0"
19' - 9"
12' - 11"
18' - 10"
5' - 9"
24' - 9"
7' - 0"
5' - 0"
5' - 0"
144' - 9"
28' - 0"
70' - 1"
11' - 2"
9' - 5"
7' - 9"
14' - 1"
10,712 SF
LEVEL 2
OMITTED PER SMMC 27.04.200(b)(2)(B)
OMITTED PER SMMC 27.04.200(b)(2)(B)
OMITTED PER SMMC 27.04.200(b)(2)(B)
65' - 0"
7' - 9" 17' - 10"
21' - 10" 46' - 11" 9' - 4"
34' - 10" 30' - 2"
126' - 0" 9' - 4" 4' - 4"
65' - 0"
108' - 4"
10,747 SF
LEVELS 3-7 TYP.
7' - 9" 17' - 10" 29' - 10"
21' - 10" 46' - 11" 9' - 4"
34' - 10" 30' - 2"
126' - 0" 9' - 4" 4' - 4"
65' - 0"
108' - 4"
OMITTED PER SMMC 27.04.200(b)(2)(B)
OMITTED PER SMMC 27.04.200(b)(2)(B)
OMITTED PER SMMC 27.04.200(b)(2)(B)
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/32" = 1'-0"
6/17/2024 2:36:13 PM
AR0.11
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

FLOOR AREA PLANS

BESPOKE
3/32" = 1'-0"
AREA PLAN - FLOOR 1
2 3/32" = 1'-0"
AREA PLAN - FLOOR 2
1 3/32" = 1'-0"
AREA PLAN - FLOORS 3-7
3 Courtyard Terrace 4,429 4,429
Landscape Amenities
Total Gross*
*excludes bike room, garage ramp, and stair & elevator areas above ground floor 12,255 10,712 10,747 10,747 10,747 10,747 10,747 0 76,702 subtotal 5,645
Offices (Self Help for the Elderly) 1,888
Secure Storage (Self Help for the Elderly) 108
Storage (Self Help for the Elderly) 253
Women's Restroom (Self Help for the Elderly) 211
Men's Restroom (Self Help for the Elderly) 201
Prep Kitchen (Self Help for the Elderly) 387
Dining Room Storage (Self Help for the Elderly) 75
Dining Room (Self Help for the Elderly) 2,522
Community Amenities
subtotal 2,036
Maintenance 361
Trash Room 576
Janitor Closet 144
Elevator Mechanical 93
Electrical Room 539
Utilities Room 323
Residential Utilities
subtotal 4,394
Laundry 516
Community Room 1,631
Restroom 69
Youth Room 369
Resident Services Office 312
Break Room 315
Leasing Office 416
Lobby 766
Residential Amenities
Gross Excluded area by floor (footprint minus net rentable, excl decks) 2,327 1,414 1,097 1,097 1,097 1,097 1,097 0 9,226 Net rentable Residential by floor (excl decks) 0 7,151 9,650 9,650 9,650 9,650 9,650 0 55,401 Net rentable residential area is measured center of demising wall, ext face of stud of ext wall, ext face of stud of corridor wall, excl decks TOTAL UNITS Avg SqFt 780 0 11 12 12 12 12 12 0 71 100% 55,401 3 BDRM SUB-TOTAL 0 2 4 4 4 4 4 0 22 31% 22,475
C4.0 3 BDRM/ 2 BATH 936 1 1 1 1 1 5 7% 4,680
C3.0 3 BDRM/ 2 BATH 920 1 1 1 1 1 5 7% 4,600
C2.1 3 BDRM/ 2 BATH 1,235 1 1 1% 1,235
C2.0 3 BDRM/ 2 BATH 1,240 1 1 1 1 1 5 7% 6,200
C1.1 3 BDRM/ 2 BATH 960 1 1 1% 960
3 BEDROOM C1.0 3 BDRM/ 2 BATH 960 1 1 1 1 1 5 7% 4,800
2 BDRM SUB-TOTAL 0 2 4 4 4 4 4 0 22 31% 18,777
B4.0 2 BDRM/ 1 BATH 855 1 1 1 1 1 5 7% 4,275
B3.0 2 BDRM/ 1 BATH 854 1 1 1 1 1 5 7% 4,270
B2.1 2 BDRM/ 1 BATH 800 1 1 1% 800
B2.0 2 BDRM/ 1 BATH 798 1 1 1 1 1 5 7% 3,990
B1.1 2 BDRM/ 1 BATH 907 1 1 1% 907
2 BEDROOM B1.0 2 BDRM/ 1 BATH 907 1 1 1 1 1 5 7% 4,535
1 BDRM SUB-TOTAL 0 4 4 4 4 4 4 0 24 34% 12,934
A6.0 1 BDRM/ 1 BATH 540 1 1 1% 540
A5.0 1 BDRM/ 1 BATH 550 1 1 1% 550
A4.1 1 BDRM/ 1 BATH 494 1 0 0 0 0 0 1 1% 494
A4.0 1 BDRM/ 1 BATH 506 1 1 1 1 1 5 7% 2,530
A3.0 1 BDRM/ 1 BATH 569 1 1 1 1 1 5 7% 2,845
A2.0 1 BDRM/ 1 BATH 565 1 1 1 1 1 5 7% 2,825
A1.1 1 BDRM/ 1 BATH 450 1 1 1% 450
1 BEDROOM A1.0 1 BDRM/ 1 BATH 540 1 1 1 1 1 5 7% 2,700
STUDIO SUB-TOTAL 0 3 0 0 0 0 0 0 3 4.23% 1,215
S3.0 STUDIO 404 1 1 1% 404
S2.0 STUDIO 430 1 1 1% 430
STUDIO S1.0 STUDIO 381 1 1 1% 381
1ST 2ND 3RD 4TH 5TH 6TH 7TH ROOF Total by Type
UNIT TYPE NAME DESCRIB Unit Net Rentable Unit Rentable Area FLOORS: 5 WOOD OVER 2 CONCRETE
CONSTRUCTION TYPE: TYPE IIIA O/ TYPE IA
Date 06/14/24
UNIT AND AREA SUMMARY JOB: 2126_BESPOKE
UP
36 Bikes
DN
12 Bikes 16 Bikes
24 Bikes
UP
UP
A. SEPARATION DISTANCE BETWEEN AT LEAST TWO EXITS
SHALL BE 1/3 OF THE MAXIMUM DIAGONAL DIMENSION OF
THE ROOM, AREA OR SPACE. SEE DIAGRAMS FOR EXIT
SEPARATION DISTANCE DIMENSIONS.

B. MAXIMUM COMMON PATH OF EGRESS TRAVEL (TABLE
1006.2.1)
SPRINKLERED S = 100'
SPRINKLERED B = 100'
SPRINKLERED R-2 = 125'
SPRINKLERED M = 75'
SPRINKLERED A = 75'
C. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)
SPRINKLERED S-1 = 250'
SPRINKLERED S-2 = 400'
SPRINKLERED B = 300'
SPRINKLERED R = 250'
SPRINKLERED M = 250'
SPRINKLERED A = 250'
D. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY WITH AN
OCCUPANCY LOAD OF 50 OR MORE SHALL HAVE SIGNAGE

POSTED IN A CONSPICUOUS PLACE WITH THE

ALLOWABLE OCCUPANT LOAD NEAR THE MAIN EXIT OR
EXIT ACCESS DOORWAY. FINAL POSTED SIGN

LOCATION(S) AND TYPE SHALL BE APPROVED BY THE

FIRE AND BUILDING INSPECTORS PRIOR TO FINAL

BUILDING OCCUPANCY CERTIFICATION PER
SECTION 1004.9.

E. CLASS I STANDPIPE HOSE CONNECTION SHALL BE

PROVIDED ON EACH SIDE OF THE WALL ADJACENT TO

THE EXIT OPENING OF A HORIZONTAL EXIT, EXCEPT

WHERE FLOOR AREAS ADJACENT TO A HORIZONTAL EXIT

ARE REACHABLE FROM EXIT STAIRWAY HOSE
CONNECTIONS BY A NOZZLE ATTACHED TO 100 FEET OF

HOSE AS MEASURED ALONG THE PATH OF TRAVEL, A

STANDPIPE SHALL NOT BE REQUIRED AT THE
HORIZONTAL EXIT.

F. DOOR OPENING WIDTHS NOTED IN TABLES ARE BASED

ON THE NET CLEAR DOOR OPENING WIDTH FROM FACE
OF DOORS TO DOOR STOP.

G. A TYPICAL DOOR LEAF IS 3'-0", U.O.N., WITH A NET CLEAR OPENING OF 33 1/2", WHICH HAS AN OCCUPANT LOAD
CAPACITY OF 167 OCCUPANTS.

H. THE EMERGENCY WARNING SYSTEM SHALL ACTIVATE A
MEANS OF WARNING FOR THE HEARING IMPAIRED.

EMERGENCY WARNING SYSTEM SHALL BE DESIGNED
AND INSTALLED IN ACCORDANCE WITH NFPA 72 AS
AMENDED IN CHAPTER 35. A STROBE SHALL ACT AS A
MEANS OF WARNING FOR THE HEARING IMPAIRED. THE

SYSTEM SHALL BE ABLE TO EXPAND SO THAT ALL UNITS
CAN BE ADAPTED TO HAVE STROBES WITHIN THEM.

GENERAL NOTES
LEGEND
EXIT

OCCUPANT LOAD
EXIT

CUMULATIVE OCCUPANT LOAD

EXIT DISCHARGE OCCUPANT LOAD

MOST REMOTE LOCATION ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1
MAXIMUM OVERALL DIAGONAL [OD] & 1/3
OF OVERALL DIAGONAL [OD] DIMENSION

OF THE AREA SERVED PER SECTION
1007.1.1. CALCULATION EQUALS MINIMUM

SEPARATION DISTANCE BETWEEN
EXITS [DBE]
[DBE] = SEPARATION DISTANCE BETWEEN EXITS
[DBE] MEASURED PER SECTION 1007.1.1.1

POINT WHERE SEPARATE PATHS OF
EGRESS OCCUR SECTION 1006.2.1
39 39H.E.
39 39
EXIT
OCCUPANT LOAD @ HORIZONTAL EXIT

EXTENT OF TRAVEL DISTANCE ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1

EXTENT OF TRAVEL DISTANCE ALONG

EXIT ACCESS TRAVEL DISTANCE
SECTION 1017.2
1/3 [OD] = XX' MIN [DBE]
[OD] =

PARTIAL HEIGHT WALL

FULL HEIGHT WALL
CONCRETE WALL/COLUMN, S.S.D.

PROPERTY LINE
LEGEND
NOTE: SEE A10.0X FOR SPECIFIC WALL TYPES
INDICATES 8'-2" MINIMUM VERTICAL

CLEARANCE FOR ACCESSIBLE PARKING

INDICATES SOLAR READY AREA
CMU WALL, S.S.D.
1-HR RATED WALL
2-HR RATED WALL

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 314 SF
S-1

UTILITY ROOM
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
3 370 SF
B

LEASING OFFICE
150 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 287 SF
B

RESIDENT SERVICES
150 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
3 732 SF
S-2

BIKE ROOM
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
3 330 SF
B

YOUTH ROOM
150 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
13 1,853 SF
B

SELF HELP / HICAP OFFICES
150 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
3 406 SF
B

PREP KITCHEN
200 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 318 SF
S-1

MAINTENANCE
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
NET
118
1,763 SF
A-2

DINING ROOM
15 2
2 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
5 747 SF
B
LOBBY
150 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 470 SF
S-2

ELECTRICAL ROOM
300 GROSS
3 5 2 3

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 87 SF
S-2

ELEV MECH ROOM
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 114 SF
S-2

JANITOR CLOSET
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 542 SF
S-1

TRASH TERMINATION
300 GROSS

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
42 OCC X 8.4"
42 OCC X 12.6"
STAIR 2
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3

EXIT PASSAGEWAY
42 1
1 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 97 SF
S-2

SECURE STORAGE
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 235 SF
S-2

SELF HELP STORAGE
300 GROSS

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT DOOR CLEAR WIDTH PROVIDED

EGRESS CONVERGENCE

OCCUPANTS

TOTAL OCCUPANT LOAD
166 OCC X 33.2"
166
82 0.2

FLOOR BASEMENT
32" MIN.
33 1/2"
STAIR 1 - FLOOR BASEMENT AND FLOOR 02
FLOOR 02 84
2 1
2 60
60 3
13 CIRCULATION SPACE NOT COUNTED IN

NET OCCUPANT LOAD
2 16
14 COMMON PATH OF EGRESS TRAVEL = 61'-6"
MAX COMMON PATH OF EGRESS TRAVEL = 100'-0"
PER CBC 1006.2.1
1/3 [OD] = 25' - 3"
[OD] = 75' - 6"
[DBE] = 62' - 0"
3' - 2"
2 COMMON PATH OF EGRESS TRAVEL = 57' - 9"
MAX COMMON PATH OF EGRESS TRAVEL = 100'-0"
PER CBC 1006.2.1
175
42 EXIT ACCESS TRAVEL DISTANCE = 158'-0"
MAX EXIT ACCESS TRAVEL DISTANCE =
300'-0" PER CBC TABLE 1017.2
15 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
7 935 SF

B ACCESSORY

CORRIDOR
150 GROSS

LOBBY CUMULATIVE
TOTAL OCCUPANT = LOBBY + LEASING + BREAKROOM +
RESIDENT SERVICES + YOUTH ROOM + JANITOR CLOSET
TOTAL OCCUPANT = 5 + 3 + 2 + 2 + 3 +1 = 16

SOUTH RAILROAD AVENUE
EAST 4TH AVENUE

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 61 SF
S-2

CLASSROOM STORAGE
300 GROSS
1 2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
3 307 SF
B

BREAKROOM
150 GROSS

CORRIDOR CUMULATIVE
TOTAL OCCUPANT = TRASH + MAINTENANCE + CORRIDOR +
SELF HELP OFFICES + BIKE ROOM
TOTAL OCCUPANT = 2 + 2 + 7 + 14 + 3 = 28
2 OCCUPANCY & EXITING CALCULATIONS - LEVEL 1

DINING ROOM
LOBBY
CUMULATIVE OCCUPANT LOAD 29
MINIMUM NUMBER EXITS PER STORY TABLE 1006.3.3

CUMULATIVE OCCUPANT LOAD

MINIMUM NUMBER EXITS PER STORY

EXITS REQUIRED
TABLE 1006.3.3

EXITS REQUIRED

EXITS PROVIDED

OCCUPANTS PER EXIT

EXITS REQUIRED

EXITS PROVIDED

OCCUPANTS PER EXIT
TOTAL OCCUPANT LOAD - LEVEL 1 x

USE OCCUPANT LOAD

USE OCCUPANT LOAD
1 2
14/15
1 1
16 118
5 16
LEASING OFFICE 3
BREAK ROOM 2
RESIDENT SERVICES 2
YOUTH OFFICE 3
JANITOR CLOSET 1
SELF HELP / HICAP OFFICES 13
MAINTENANCE 2
TRASH TERMINATION 2
SELF HELP STORAGE 1
SECURE STORAGE 1
BIKE ROOM 3
CUMULATIVE OCCUPANT LOAD 120
MINIMUM NUMBER EXITS PER STORY TABLE 1006.3.3

EXITS REQUIRED

EXITS PROVIDED

OCCUPANTS PER EXIT

USE OCCUPANT LOAD
2 2
60/60
CORRIDOR 7
ELEV MECH ROOM 1
CLASSROOM STORAGE 1
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:14
P
M
AR0.31
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
EGRESS DIAGRAM FLOOR 1

BESPOKE
TABLE 1004.5 MAX AREA ALLOWANCES PER OCCUPANT

FUNCTION OF SPACE

OCCUPANT LOAD
FACTOR

ACCESSORY SPACES, STORAGE,

MECHANICAL, ELECTRICAL, ETC
300 GROSS

ASSEMBLY WITHOUT FIXED SEATS,

UNCONCENTRATED
15 NET
BUSINESS AREAS (CONCENTRATED) †† >50 GROSS
BUSINESS AREAS (STANDARD) 150 GROSS
EXERCISE ROOMS 50 GROSS
OUTDOOR ASSEMBLY AREAS † 15 NET
PARKING GARAGE 200 GROSS
RESIDENTIAL 200 GROSS
SECTION 1005.3 REQUIRED CAPACITY BASED ON OL

ROOM, AREA, SPACE OR STORY FACTOR
SECTION 1005.3.2 OTHER EGRESS

COMPONENTS

0.20"
SECTION 1005.3.1 STAIRWAYS 0.30"

SHEET NOTES

SHEET NOTE LIST ONLY INCLUDES NOTES USED ON

THIS SHEET, AND MAY NOT APPEAR IN NUMERICAL
ORDER
1/8" = 1'-0"
FLOOR 1 1
† THE OCCUPANT LOAD OF SUCH OUTDOOR AREAS SHALL BE ASSIGNED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE ANTICIPATED USE.
†† WHERE APPROVED BY THE AHJ, ACTUAL OCCUPANT LOAD, BUT NOT LESS THAN 50 OLF.

EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IS NOT REQUIRED AND IS NOT BEING USED.
** COMBINED FIXTURES PROVIDED BETWEEN (3) RESTROOMS WITHIN 1 LEVEL OF TRAVEL OF OCCUPANTS * MINIMUM RATIOS FROM WORST-CASE OCCUPANCY CLASSIFICATION PROVIDED** 3 4 1 3 3 2 1
REQUIRED 2 4 1 2 2 1 1
ASSEMBLY OCCUPANCY SUBTOTAL 141.00
AMENITY TERRACE 30 1484 49.47
COMMUNITY ROOM 30 986 32.87
DINING ROOM 30 1760 58.67
BUSSINESS OCCUPANCY SUBTOTAL 34.15
PREP KITCHEN 50 409 8.18
SELF HELP OFFICES 150 1853 12.35
LOBBY 150 747 4.98
YOUTH ROOM 150 330 2.20
RESIDENT SERVICES 150 287 1.91
BREAK ROOM 150 300 2.00
LEASING OFFICE 150 378 2.52
2 : 51-100 4 : 51-100 1 : 1-100 2 : 76-150 2 : 51-100 1 per 150 1

FUNCTION OF SPACE OLF AREA (SF)

OCCUPANT
COUNT
WATER

CLOSETS
(MALE)
WATER

CLOSETS
(FEMALE) URINALS

LAVATORIES
(MALE)

LAVATORIES
(FEMALE)

DRINKING

FOUNTAINS

SERVICE
SINKS
MINIMUM PLUMBING FACILITIES PER CPC TABLE 422.1*
RESIDENTIAL AREA REDUCTION REVIEW SET - 05/07/2024

RAILROAD AVE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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◆◆ ◆◆ ◆◆
◆◆ ◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆ ◆◆
UP
DN
UP DN
◆ ◆
◆
A. SEPARATION DISTANCE BETWEEN AT LEAST TWO EXITS
SHALL BE 1/3 OF THE MAXIMUM DIAGONAL DIMENSION OF
THE ROOM, AREA OR SPACE. SEE DIAGRAMS FOR EXIT
SEPARATION DISTANCE DIMENSIONS.

B. MAXIMUM COMMON PATH OF EGRESS TRAVEL (TABLE
1006.2.1)
SPRINKLERED S = 100'
SPRINKLERED B = 100'
SPRINKLERED R-2 = 125'
SPRINKLERED M = 75'
SPRINKLERED A = 75'
C. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)
SPRINKLERED S-1 = 250'
SPRINKLERED S-2 = 400'
SPRINKLERED B = 300'
SPRINKLERED R = 250'
SPRINKLERED M = 250'
SPRINKLERED A = 250'
D. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY WITH AN
OCCUPANCY LOAD OF 50 OR MORE SHALL HAVE SIGNAGE

POSTED IN A CONSPICUOUS PLACE WITH THE

ALLOWABLE OCCUPANT LOAD NEAR THE MAIN EXIT OR
EXIT ACCESS DOORWAY. FINAL POSTED SIGN

LOCATION(S) AND TYPE SHALL BE APPROVED BY THE

FIRE AND BUILDING INSPECTORS PRIOR TO FINAL

BUILDING OCCUPANCY CERTIFICATION PER
SECTION 1004.9.

E. CLASS I STANDPIPE HOSE CONNECTION SHALL BE

PROVIDED ON EACH SIDE OF THE WALL ADJACENT TO

THE EXIT OPENING OF A HORIZONTAL EXIT, EXCEPT

WHERE FLOOR AREAS ADJACENT TO A HORIZONTAL EXIT

ARE REACHABLE FROM EXIT STAIRWAY HOSE
CONNECTIONS BY A NOZZLE ATTACHED TO 100 FEET OF

HOSE AS MEASURED ALONG THE PATH OF TRAVEL, A

STANDPIPE SHALL NOT BE REQUIRED AT THE
HORIZONTAL EXIT.

F. DOOR OPENING WIDTHS NOTED IN TABLES ARE BASED

ON THE NET CLEAR DOOR OPENING WIDTH FROM FACE
OF DOORS TO DOOR STOP.

G. A TYPICAL DOOR LEAF IS 3'-0", U.O.N., WITH A NET CLEAR OPENING OF 33 1/2", WHICH HAS AN OCCUPANT LOAD
CAPACITY OF 167 OCCUPANTS.

H. THE EMERGENCY WARNING SYSTEM SHALL ACTIVATE A
MEANS OF WARNING FOR THE HEARING IMPAIRED.

EMERGENCY WARNING SYSTEM SHALL BE DESIGNED
AND INSTALLED IN ACCORDANCE WITH NFPA 72 AS
AMENDED IN CHAPTER 35. A STROBE SHALL ACT AS A
MEANS OF WARNING FOR THE HEARING IMPAIRED. THE

SYSTEM SHALL BE ABLE TO EXPAND SO THAT ALL UNITS
CAN BE ADAPTED TO HAVE STROBES WITHIN THEM.

GENERAL NOTES
LEGEND
EXIT

OCCUPANT LOAD
EXIT

CUMULATIVE OCCUPANT LOAD

EXIT DISCHARGE OCCUPANT LOAD

MOST REMOTE LOCATION ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1
MAXIMUM OVERALL DIAGONAL [OD] & 1/3
OF OVERALL DIAGONAL [OD] DIMENSION

OF THE AREA SERVED PER SECTION
1007.1.1. CALCULATION EQUALS MINIMUM

SEPARATION DISTANCE BETWEEN
EXITS [DBE]
[DBE] = SEPARATION DISTANCE BETWEEN EXITS
[DBE] MEASURED PER SECTION 1007.1.1.1

POINT WHERE SEPARATE PATHS OF
EGRESS OCCUR SECTION 1006.2.1
39 39H.E.
39 39
EXIT
OCCUPANT LOAD @ HORIZONTAL EXIT

EXTENT OF TRAVEL DISTANCE ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1

EXTENT OF TRAVEL DISTANCE ALONG

EXIT ACCESS TRAVEL DISTANCE
SECTION 1017.2
1/3 [OD] = XX' MIN [DBE]
[OD] =

PARTIAL HEIGHT WALL

FULL HEIGHT WALL
CONCRETE WALL/COLUMN, S.S.D.

PROPERTY LINE
LEGEND
NOTE: SEE A10.0X FOR SPECIFIC WALL TYPES
INDICATES 8'-2" MINIMUM VERTICAL

CLEARANCE FOR ACCESSIBLE PARKING

INDICATES SOLAR READY AREA
CMU WALL, S.S.D.
1-HR RATED WALL
2-HR RATED WALL

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5

NUMBER OF EXITS PROVIDED

NUMBER OF EXITS REQUIRED
NET
47 695 SF
A-3

COMMUNITY ROOM
15 2
2 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 472 SF
S-1

LAUNDRY ROOM
300 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
31 6,097 SF
R-2

RESIDENTIAL EXITING AREA - NORTH
200 GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
31 464 SF
A-3
AMENITY TERRACE AREA 3
15 NET

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
42 OCC X 8.4"
42 OCC X 12.6"
STAIR 2
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3
EGRESS
42 47
48 25
25 31
41 2

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
81 OCC X 16.2"
81 OCC X 24.3"
STAIR 1
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3
EGRESS
81 COMMON PATH OF EGRESS TRAVEL = 60'-10"
MAX COMMON PATH OF EGRESS TRAVEL = 125'-0" PER CBC
1006.2.1
4031

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
11 2,058 SF
R-2

RESIDENTIAL EXITING AREA - SOUTH
200 GROSS
EXIT ACCESS TRAVEL DISTANCE = 102'-2"
MAX EXIT ACCESS TRAVEL DISTANCE = 250'-0" PER CBC
TABLE 1017.2

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 15 SF
R-2 ACCESSORY

IDF CLOSET
300 GROSS 1
1 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 44 SF
R-2 ACCESSORY

TRASH ROOM
300 GROSS

FLOOR AREA REQUIRED

ORIGINAL OCCUPANT LOAD
3 SF / OCC

ADJOINING OCCUPANT LOAD
H.E. REFUGE AREA
78 420 SF
62 FLOOR AREA REQUIRED

ORIGINAL OCCUPANT LOAD
3 SF / OCC

ADJOINING OCCUPANT LOAD
H.E. REFUGE AREA
62 420 SF
78 [DBE] = 36' - 0"
420 SF
5' - 0"
5' - 0"
5' - 0"

CIRCULATION SPACE NOT COUNTED IN

NET OCCUPANT LOAD
420 SF

SOUTH RAILROAD AVENUE
EAST 4TH AVENUE

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
2 306 SF
A-3 ACCESSORY

COMMUNITY KITCHEN
200 GROSS
8' - 6"

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
53 790 SF
A-3
AMENITY TERRACE AREA 2
15 NET

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
11 153 SF
A-3
AMENITY TERRACE AREA 1
15 NET
AMENITY TERRACE AREA 1 CUMULATIVE
TOTAL OCCUPANT = AMENITY TERRACE AREA 1 + AMENITY
TERRACE AREA 2 + AMENITY TERRACE AREA 3
TOTAL OCCUPANT = 11 + 53 + 31 = 95
OCCUPANTS PER EXIT = 47/48

CIRCULATION SPACE NOT COUNTED IN

NET OCCUPANT LOAD

COMMUNITY ROOM CUMULATIVE
TOTAL OCCUPANT = COMMUNITY ROOM + COMMUNITY
KITCHEN + STORAGE
TOTAL OCCUPANT = 47 + 2 + 1 = 50
OCCUPANTS PER EXIT = 25/25
COMMON PATH OF EGRESS TRAVEL = 12' - 6"
MAX COMMON PATH OF EGRESS TRAVEL = 75'-0"
PER CBC 1006.2.1
EXIT ACCESS TRAVEL DISTANCE = 79' - 0"
MAX EXIT ACCESS TRAVEL DISTANCE = 250'-0"
PER CBC TABLE 1017.2
[DBE] = 90' - 0"
1/3 [OD] = 34' - 4"
[OD] = 103' - 0"
OCCUPANCY & EXITING CALCULATIONS - LEVEL 2
RESIDENTIAL EXITING AREA - NORTH 31

USE OCCUPANT LOAD
CUMULATIVE OCCUPANT LOAD 81

MINIMUM NUMBER EXITS PER STORY

EXITS REQUIRED

EXITS PROVIDED
TABLE 1006.3.3
2 2
OCCUPANTS PER EXIT 40/41
TOTAL OCCUPANT LOAD - LEVEL 2 196
LAUNDRY ROOM 2
IDF CLOSET 1

RESIDENTIAL EXITING AREA - SOUTH

CUMULATIVE OCCUPANT LOAD
MINIMUM NUMBER EXITS PER STORY TABLE 1006.3.3

EXITS REQUIRED

EXITS PROVIDED

USE OCCUPANT LOAD
11 62
2 2
TRASH ROOM 1
COMMUNITY ROOM CUMULATIVE 50
OCCUPANTS PER EXIT 31/31
ONE HALF OF AMENITY TERRACE 47
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:19 P
M
AR0.32
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
EGRESS DIAGRAM FLOOR 2

BESPOKE

SHEET NOTES

SHEET NOTE LIST ONLY INCLUDES NOTES USED

ON THIS SHEET, AND MAY NOT APPEAR IN

NUMERICAL ORDER
1/8" = 1'-0"
FLOOR 2 1
TABLE 1004.5 MAX AREA ALLOWANCES PER OCCUPANT

FUNCTION OF SPACE

OCCUPANT LOAD
FACTOR

ACCESSORY SPACES, STORAGE,

MECHANICAL, ELECTRICAL, ETC
300 GROSS

ASSEMBLY WITHOUT FIXED SEATS,

UNCONCENTRATED
15 NET
BUSINESS AREAS (CONCENTRATED) †† >50 GROSS
BUSINESS AREAS (STANDARD) 150 GROSS
EXERCISE ROOMS 50 GROSS
OUTDOOR ASSEMBLY AREAS † 15 NET
PARKING GARAGE 200 GROSS
RESIDENTIAL 200 GROSS
SECTION 1005.3 REQUIRED CAPACITY BASED ON OL

ROOM, AREA, SPACE OR STORY FACTOR
SECTION 1005.3.2 OTHER EGRESS

COMPONENTS

0.20"
SECTION 1005.3.1 STAIRWAYS 0.30"
† THE OCCUPANT LOAD OF SUCH OUTDOOR AREAS SHALL BE ASSIGNED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE ANTICIPATED USE.
†† WHERE APPROVED BY THE AHJ, ACTUAL OCCUPANT LOAD, BUT NOT LESS THAN 50 OLF.

EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IS NOT REQUIRED AND IS NOT BEING USED.
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◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆ ◆
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◆ ◆ ◆ ◆ ◆
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UP DN
UP DN
◆ ◆ ◆ ◆
A. SEPARATION DISTANCE BETWEEN AT LEAST TWO EXITS
SHALL BE 1/3 OF THE MAXIMUM DIAGONAL DIMENSION OF
THE ROOM, AREA OR SPACE. SEE DIAGRAMS FOR EXIT
SEPARATION DISTANCE DIMENSIONS.

B. MAXIMUM COMMON PATH OF EGRESS TRAVEL (TABLE
1006.2.1)
SPRINKLERED S = 100'
SPRINKLERED B = 100'
SPRINKLERED R-2 = 125'
SPRINKLERED M = 75'
SPRINKLERED A = 75'
C. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)
SPRINKLERED S-1 = 250'
SPRINKLERED S-2 = 400'
SPRINKLERED B = 300'
SPRINKLERED R = 250'
SPRINKLERED M = 250'
SPRINKLERED A = 250'
D. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY WITH AN
OCCUPANCY LOAD OF 50 OR MORE SHALL HAVE SIGNAGE

POSTED IN A CONSPICUOUS PLACE WITH THE

ALLOWABLE OCCUPANT LOAD NEAR THE MAIN EXIT OR
EXIT ACCESS DOORWAY. FINAL POSTED SIGN

LOCATION(S) AND TYPE SHALL BE APPROVED BY THE

FIRE AND BUILDING INSPECTORS PRIOR TO FINAL

BUILDING OCCUPANCY CERTIFICATION PER
SECTION 1004.9.

E. CLASS I STANDPIPE HOSE CONNECTION SHALL BE

PROVIDED ON EACH SIDE OF THE WALL ADJACENT TO

THE EXIT OPENING OF A HORIZONTAL EXIT, EXCEPT

WHERE FLOOR AREAS ADJACENT TO A HORIZONTAL EXIT

ARE REACHABLE FROM EXIT STAIRWAY HOSE
CONNECTIONS BY A NOZZLE ATTACHED TO 100 FEET OF

HOSE AS MEASURED ALONG THE PATH OF TRAVEL, A

STANDPIPE SHALL NOT BE REQUIRED AT THE
HORIZONTAL EXIT.

F. DOOR OPENING WIDTHS NOTED IN TABLES ARE BASED

ON THE NET CLEAR DOOR OPENING WIDTH FROM FACE
OF DOORS TO DOOR STOP.

G. A TYPICAL DOOR LEAF IS 3'-0", U.O.N., WITH A NET CLEAR OPENING OF 33 1/2", WHICH HAS AN OCCUPANT LOAD
CAPACITY OF 167 OCCUPANTS.

H. THE EMERGENCY WARNING SYSTEM SHALL ACTIVATE A
MEANS OF WARNING FOR THE HEARING IMPAIRED.

EMERGENCY WARNING SYSTEM SHALL BE DESIGNED
AND INSTALLED IN ACCORDANCE WITH NFPA 72 AS
AMENDED IN CHAPTER 35. A STROBE SHALL ACT AS A
MEANS OF WARNING FOR THE HEARING IMPAIRED. THE

SYSTEM SHALL BE ABLE TO EXPAND SO THAT ALL UNITS
CAN BE ADAPTED TO HAVE STROBES WITHIN THEM.

GENERAL NOTES
LEGEND
EXIT

OCCUPANT LOAD
EXIT

CUMULATIVE OCCUPANT LOAD

EXIT DISCHARGE OCCUPANT LOAD

MOST REMOTE LOCATION ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1
MAXIMUM OVERALL DIAGONAL [OD] & 1/3
OF OVERALL DIAGONAL [OD] DIMENSION

OF THE AREA SERVED PER SECTION
1007.1.1. CALCULATION EQUALS MINIMUM

SEPARATION DISTANCE BETWEEN
EXITS [DBE]
[DBE] = SEPARATION DISTANCE BETWEEN EXITS
[DBE] MEASURED PER SECTION 1007.1.1.1

POINT WHERE SEPARATE PATHS OF
EGRESS OCCUR SECTION 1006.2.1
39 39H.E.
39 39
EXIT
OCCUPANT LOAD @ HORIZONTAL EXIT

EXTENT OF TRAVEL DISTANCE ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1

EXTENT OF TRAVEL DISTANCE ALONG

EXIT ACCESS TRAVEL DISTANCE
SECTION 1017.2
1/3 [OD] = XX' MIN [DBE]
[OD] =

PARTIAL HEIGHT WALL

FULL HEIGHT WALL
CONCRETE WALL/COLUMN, S.S.D.

PROPERTY LINE
LEGEND
NOTE: SEE A10.0X FOR SPECIFIC WALL TYPES
INDICATES 8'-2" MINIMUM VERTICAL

CLEARANCE FOR ACCESSIBLE PARKING

INDICATES SOLAR READY AREA
CMU WALL, S.S.D.
1-HR RATED WALL
2-HR RATED WALL

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
33 6,569 SF
R-2

RESIDENTIAL EXITING AREA - NORTH
200

PRIMARY USE
GROSS

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
20 3,890 SF
R-2

RESIDENTIAL EXITING AREA - SOUTH
200

PRIMARY USE
GROSS

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
17 OCC X 3.4"
17 OCC X 5.1"
STAIR 2
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3
EGRESS
17 OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
11 OCC X 2.2"
11 OCC X 3.3"
STAIR 1
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3
EGRESS
11 17
11 10
COMMON PATH OF EGRESS TRAVEL = 60'-10"
MAX COMMON PATH OF EGRESS TRAVEL = 125'-0"
PER CBC 1006.2.1
EXIT ACCESS TRAVEL DISTANCE = 63' - 5"
MAX EXIT ACCESS TRAVEL DISTANCE = 250'-0" PER CBC
1017.2
1/3 [OD] =
40' - 10"
[OD] =
122' - 6"
[DBE]
=
66' - 0"
1/3 [OD] = 37' - 4"
[OD] = 94' - 0"
[DBE] = 61' - 0"
17 EXIT ACCESS TRAVEL DISTANCE = 94'-4"
MAX EXIT ACCESS TRAVEL DISTANCE = 250'-0" PER
CBC TABLE 1017.2

FLOOR AREA REQUIRED

ORIGINAL OCCUPANT LOAD
3 SF / OCC

ADJOINING OCCUPANT LOAD
H.E. REFUGE AREA
21 165 SF
34 OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 44 SF
R-2 ACCESSORY

TRASH ROOM
300

ACCESSORY USE
GROSS
1 1

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

OCCUPANCY CLASSIFICATION
AREA
SECTION 302.1
TABLE 1004.5
1 15 SF
R-2 ACCESSORY

IDF CLOSET
300

ACCESSORY USE
GROSS
COMMON PATH OF EGRESS TRAVEL = 52' - 0"
MAX COMMON PATH OF EGRESS TRAVEL = 125'-0" PER CBC
1006.2.1

FLOOR AREA REQUIRED

ORIGINAL OCCUPANT LOAD
3 SF / OCC

ADJOINING OCCUPANT LOAD
H.E. REFUGE AREA
34 165 SF
21 SOUTH RAILROAD AVENUE
EAST 4TH AVENUE
171 SF 165 SF
OCCUPANCY & EXITING CALCULATIONS - LEVEL 3-7
RESIDENTIAL EXITING AREA - NORTH 33

USE OCCUPANT LOAD
CUMULATIVE OCCUPANT LOAD 34

MINIMUM NUMBER EXITS PER STORY

EXITS REQUIRED

EXITS PROVIDED
TABLE 1006.3.1
1 2
OCCUPANTS PER EXIT 17/17

RESIDENTIAL EXITING AREA - SOUTH

CUMULATIVE OCCUPANT LOAD
MINIMUM NUMBER EXITS PER STORY TABLE 1006.3.1

EXITS REQUIRED

EXITS PROVIDED

OCCUPANTS PER EXIT
TOTAL OCCUPANT LOAD - LEVEL 3-7 55

USE OCCUPANT LOAD
20 21
1 2
11/10
IDF CLOSET 1
TRASH ROOM 1
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:22 P
M
AR0.33
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
EGRESS DIAGRAM FLOOR 3-7

BESPOKE

SHEET NOTES

SHEET NOTE LIST ONLY INCLUDES NOTES USED

ON THIS SHEET, AND MAY NOT APPEAR IN

NUMERICAL ORDER
1/8" = 1'-0"
FLOOR 3-7 1
TABLE 1004.5 MAX AREA ALLOWANCES PER OCCUPANT

FUNCTION OF SPACE

OCCUPANT LOAD
FACTOR

ACCESSORY SPACES, STORAGE,

MECHANICAL, ELECTRICAL, ETC
300 GROSS

ASSEMBLY WITHOUT FIXED SEATS,

UNCONCENTRATED
15 NET
BUSINESS AREAS (CONCENTRATED) †† >50 GROSS
BUSINESS AREAS (STANDARD) 150 GROSS
EXERCISE ROOMS 50 GROSS
OUTDOOR ASSEMBLY AREAS † 15 NET
PARKING GARAGE 200 GROSS
RESIDENTIAL 200 GROSS
SECTION 1005.3 REQUIRED CAPACITY BASED ON OL

ROOM, AREA, SPACE OR STORY FACTOR
SECTION 1005.3.2 OTHER EGRESS

COMPONENTS

0.20"
SECTION 1005.3.1 STAIRWAYS 0.30"
† THE OCCUPANT LOAD OF SUCH OUTDOOR AREAS SHALL BE ASSIGNED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE ANTICIPATED USE.
†† WHERE APPROVED BY THE AHJ, ACTUAL OCCUPANT LOAD, BUT NOT LESS THAN 50 OLF.

EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IS NOT REQUIRED AND IS NOT BEING USED.

DN
A. SEPARATION DISTANCE BETWEEN AT LEAST TWO EXITS
SHALL BE 1/3 OF THE MAXIMUM DIAGONAL DIMENSION OF
THE ROOM, AREA OR SPACE. SEE DIAGRAMS FOR EXIT
SEPARATION DISTANCE DIMENSIONS.

B. MAXIMUM COMMON PATH OF EGRESS TRAVEL (TABLE
1006.2.1)
SPRINKLERED S = 100'
SPRINKLERED B = 100'
SPRINKLERED R-2 = 125'
SPRINKLERED M = 75'
SPRINKLERED A = 75'
C. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2)
SPRINKLERED S-1 = 250'
SPRINKLERED S-2 = 400'
SPRINKLERED B = 300'
SPRINKLERED R = 250'
SPRINKLERED M = 250'
SPRINKLERED A = 250'
D. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY WITH AN
OCCUPANCY LOAD OF 50 OR MORE SHALL HAVE SIGNAGE

POSTED IN A CONSPICUOUS PLACE WITH THE

ALLOWABLE OCCUPANT LOAD NEAR THE MAIN EXIT OR
EXIT ACCESS DOORWAY. FINAL POSTED SIGN

LOCATION(S) AND TYPE SHALL BE APPROVED BY THE

FIRE AND BUILDING INSPECTORS PRIOR TO FINAL

BUILDING OCCUPANCY CERTIFICATION PER
SECTION 1004.9.

E. CLASS I STANDPIPE HOSE CONNECTION SHALL BE

PROVIDED ON EACH SIDE OF THE WALL ADJACENT TO

THE EXIT OPENING OF A HORIZONTAL EXIT, EXCEPT

WHERE FLOOR AREAS ADJACENT TO A HORIZONTAL EXIT

ARE REACHABLE FROM EXIT STAIRWAY HOSE
CONNECTIONS BY A NOZZLE ATTACHED TO 100 FEET OF

HOSE AS MEASURED ALONG THE PATH OF TRAVEL, A

STANDPIPE SHALL NOT BE REQUIRED AT THE
HORIZONTAL EXIT.

F. DOOR OPENING WIDTHS NOTED IN TABLES ARE BASED

ON THE NET CLEAR DOOR OPENING WIDTH FROM FACE
OF DOORS TO DOOR STOP.

G. A TYPICAL DOOR LEAF IS 3'-0", U.O.N., WITH A NET CLEAR OPENING OF 33 1/2", WHICH HAS AN OCCUPANT LOAD
CAPACITY OF 167 OCCUPANTS.

H. THE EMERGENCY WARNING SYSTEM SHALL ACTIVATE A
MEANS OF WARNING FOR THE HEARING IMPAIRED.

EMERGENCY WARNING SYSTEM SHALL BE DESIGNED
AND INSTALLED IN ACCORDANCE WITH NFPA 72 AS
AMENDED IN CHAPTER 35. A STROBE SHALL ACT AS A
MEANS OF WARNING FOR THE HEARING IMPAIRED. THE

SYSTEM SHALL BE ABLE TO EXPAND SO THAT ALL UNITS
CAN BE ADAPTED TO HAVE STROBES WITHIN THEM.

GENERAL NOTES
LEGEND
EXIT

OCCUPANT LOAD
EXIT

CUMULATIVE OCCUPANT LOAD

EXIT DISCHARGE OCCUPANT LOAD

MOST REMOTE LOCATION ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1
MAXIMUM OVERALL DIAGONAL [OD] & 1/3
OF OVERALL DIAGONAL [OD] DIMENSION

OF THE AREA SERVED PER SECTION
1007.1.1. CALCULATION EQUALS MINIMUM

SEPARATION DISTANCE BETWEEN
EXITS [DBE]
[DBE] = SEPARATION DISTANCE BETWEEN EXITS
[DBE] MEASURED PER SECTION 1007.1.1.1

POINT WHERE SEPARATE PATHS OF
EGRESS OCCUR SECTION 1006.2.1
39 39H.E.
39 39
EXIT
OCCUPANT LOAD @ HORIZONTAL EXIT

EXTENT OF TRAVEL DISTANCE ALONG

COMMON PATH OF EGRESS TRAVEL
SECTION 1006.2.1

EXTENT OF TRAVEL DISTANCE ALONG

EXIT ACCESS TRAVEL DISTANCE
SECTION 1017.2
1/3 [OD] = XX' MIN [DBE]
[OD] =

PARTIAL HEIGHT WALL

FULL HEIGHT WALL
CONCRETE WALL/COLUMN, S.S.D.

PROPERTY LINE
LEGEND
NOTE: SEE A10.0X FOR SPECIFIC WALL TYPES
INDICATES 8'-2" MINIMUM VERTICAL

CLEARANCE FOR ACCESSIBLE PARKING

INDICATES SOLAR READY AREA
CMU WALL, S.S.D.
1-HR RATED WALL
2-HR RATED WALL

SOUTH RAILROAD AVENUE
EAST 4TH AVENUE

OCCUPANT LOAD

EXIT DOOR CLEAR WIDTH REQUIRED

EXIT STAIR WIDTH REQUIRED

EXIT STAIR WIDTH PROVIDED

EXIT DOOR CLEAR WIDTH PROVIDED
0 OCC X 0"
0 OCC X 0"
STAIR 1
32" MIN.
33 1/2"
44" MIN.
44"

0.2 0.3
EGRESS
0 ROOF IS UNOCCUPIED
TOTAL ROOF AREA: 11,468 SF
SOLAR READY AREA MIN 15%
SOLAR READY AREA: 1720 SF

WATER HEATER
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:24 PM
AR0.34
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

EGRESS DIAGRAM ROOF

BESPOKE

SHEET NOTES

SHEET NOTE LIST ONLY INCLUDES NOTES USED

ON THIS SHEET, AND MAY NOT APPEAR IN

NUMERICAL ORDER
1/8" = 1'-0"
ROOF
1 36 Bikes
12 Bikes 16 Bikes
24 Bikes

GENERAL NOTES
A. U.O.N., TYPICAL EXTERIOR WALLS TO BE TYPE B1
(REFER TO EXTERIOR ELEVATIONS FOR
LOCATIONS).

B. TYPICAL CONC. BASEMENT WALLS TO BE TYPE A1,
U.O.N.

C. TYPICAL CMU BASEMENT WALLS TO BE TYPE A10,
U.O.N.

D. TYPICAL INT. 1-HR CORRIDOR WALLS TO BE TYPE
C1, U.O.N.

E. TYPICAL INTERIOR 1-HR CORRIDOR WALLS AT
BATHROOM PLUMBING TO BE TYPE C2, U.O.N.

F. TYPICAL 1-HR UNIT SEPARATION WALLS TO BE TYPE
D2 U.O.N. (S.S.D. FOR STUD AND SHEAR
CONFIGURATION.)
G. TYPICAL INTERIOR UNIT WALLS TO BE TYPE E2.1
H. TYPICAL INTERIOR UNIT PLUMBING WALLS TO BE
TYPE E3.1
I. TYPICAL 1-HR UNIT SEPARATION WALLS AT
PLUMBING WALLS TO BE TYPE D1 U.O.N. (S.S.D.

FOR STUD AND SHEAR CONFIGURATION.)
J. TYPICAL 2-HR INTERIOR SHAFT WALL TO BE TYPE
S1, U.O.N
K. TYPICAL 2-HR INTERIOR SHAFT WALL BETWEEN
UNITS, STAIRS, & HOISTWAY TO BE TYPE S4, U.O.N.

WALL TYPE NOTES
ALLOWABLE AREA NOTES:

FROM THE 2022 CALIFORNIA BUILDING CODE

BUILDING AREA
506.1 GENERAL. THE FLOOR AREA OF A BUILDING SHALL BE DETERMINED

BASED ON THE TYPE OF CONSTRUCTION, OCCUPANCY CLASSIFICATION,

WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED

THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON PUBLIC WAY OR OPEN SPACE.
506.1.1 UNLIMITED AREA BUILDINGS [NOT USED]
506.1.2 SPECIAL PROVISIONS [NOT USED]
506.1.3 BASEMENTS. BASEMENTS NEED NOT BE INCLUDED IN THE

TOTAL ALLOWABLE FLOOR AREA OF A BUILDING PROVIDED THE TOTAL

AREA OF SUCH BASEMENTS DOES NOT EXCEED THE AREA PERMITTED FOR A ONE-STORY ABOVE GRADE PLANE BUILDING.
506.2 ALLOWABLE AREA DETERMINATION. THE ALLOWABLE AREA OF A

BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 506.2.1 THROUGH 506.2.4 AND SECTION 506.3. 506.2.1 SINGLE-OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.2. MIXED OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.3 SINGLE-OCCUPANCY MULTISTORY BUILDINGS. THE

ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH MORE

THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-2:

Aa = [At + (NS x If )] x Sa (EQUATION 5-2)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET)
At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE
BUILDING IS SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.

Sa = FOR OTHER THAN GROUP A, E, H, I, L, AND R OCCUPANCIES,

HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION

1.11 REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL,

ACTUAL NUMBER OF BUILDING STORIES ABOVE GRADE PLANE, NOT TO EXCEED THREE. FOR GROUP A, E, H, I, L, AND R OCCUPANCIES, HIGHRISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11

REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL, ACTUAL

NUMBER OF BUILDING STORIES ABOVE GRADE PLAN, NOT TO EXCEED TWO.

NO INDIVIDUAL STORY SHALL EXCEED THE ALLOWABLE AREA (Aa) AS DETERMINED BY EQUATION 5-2 USING THE VALUE OF Sa = 1.
506.2.4 MIXED-OCCUPANCY, MULTISTORY BUILDINGS. EACH

STORY OF A MIXED-OCCUPANCY BUILDING WITH MORE THAN ONE

STORY ABOVE GRADE PLANE SHALL INDIVIDUALLY COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 508.1. FOR BUILDINGS WITH

MORE THAN THREE STORIES ABOVE GRADE PLANE, THE TOTAL

BUILDING AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE

RATIOS OF THE ACTUAL AREA OF EACH STORY DIVIDED BY THE

ALLOWABLE AREA OF SUCH STORIES, DETERMINED IN ACCORDANCE WITH EQUATION 5-3 BASED ON THE APPLICABLE PROVISIONS OF SECTION 508.1, SHALL NOT EXCEED THREE, PROVIDED THE

AGGREGATE SUM OF THE RATIOS FOR PORTIONS OF MIXED -

OCCUPANCY, MULTISTORY BUILDINGS CONTAINING A, E, H, I, L AND R

OCCUPANCIES,HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11 REGULATED BY THE OFFICE OF THE STATE FIRE

MARSHAL, INCLUDING ANY OTHER ASSOCIATED NON-SEPARATED
OCCUPANCIES, SHALL NOT EXCEED TWO.

Aa = [At + (NS × If)] (EQUATION 5-3)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET).

At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE BUILDING IS
SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.
506.3 FRONTAGE INCREASE. EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS

TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. AREA FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 506.3.1 THROUGH 506.3.3.
506.3.1 MINIMUM PERCENTAGE OF PERIMETER. TO QUALIFY

FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE, A BUILDING SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PERIMETER ON A PUBLIC WAY OR OPEN SPACE. SUCH OPEN SPACE SHALL BE EITHER ON

THE SAME LOT OR DEDICATED FOR PUBLIC USE AND SHALL BE
ACCESSED FROM A STREET OR APPROVED FIRE LANE.
506.3.2 MINIMUM FRONTAGE DISTANCE. TO QUALIFY FOR AN

AREA FACTOR INCREASE BASED ON FRONTAGE, THE PUBLIC WAY OR

OPEN SPACE ADJACENT TO THE BUILDING PERIMETER SHALL HAVE A MINIMUM DISTANCE (W) OF 20 FEET (6096 MM) MEASURED AT RIGHT ANGLES FROM THE BUILDING FACE TO ANY OF THE FOLLOWING:

1. THE CLOSEST INTERIOR LOT LINE.

2. THE ENTIRE WIDTH OF A STREET, ALLEY OR PUBLIC WAY.

3. THE EXTERIOR FACE OF AN ADJACENT BUILDING ON THE SAME PROPERTY.

WHERE THE VALUE OF W IS GREATER THAN 30 FEET (9144MM), A VALUE OF 30 FEET (9144 MM) SHALL BE USED IN CALCULATING THE BUILDING

AREA INCREASE BASED ON FRONTAGE, REGARDLESS OF THE ACTUAL WIDTH OF THE PUBLIC WAY OR OPEN SPACE. WHERE THE VALUE OF W

VARIES ALONG THE PERIMETER OF THE BUILDING, THE CALCULATION PERFORMED IN ACCORDANCE WITH EQUATION 5-5 SHALL BE BASED ON

THE WEIGHTED AVERAGE CALCULATED IN ACCORDANCE WITH
EQUATION 5-4.

W = (L1 x W1 + L2 x W2 + L3 x W3…) / F (EQUATION 5-4)
WHERE:

W (WIDTH: WEIGHTED AVERAGE) = CALCULATED WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET).

L = LENGTH OF A PORTION OF THE EXTERIOR PERIMETER
WALL.

WN = WIDTH (> 20 FEET) OF A PUBLIC WAY OR OPEN SPACE

ASSOCIATED WITH THAT PORTION OF THE EXTERIOR
PERIMETER WALL.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING A WIDTH OF 20 FEET (6096
MM) OR MORE.
506.3.3. AMOUNT OF INCREASE. THE AREA FACTOR INCREASE BASED

ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE WITH
EQUATION 5-5:

If = [F/P - 0.25] (W/30) (EQUATION 5-5)
WHERE:

If = AREA FACTOR INCREASE DUE TO FRONTAGE.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING MINIMUM DISTANCE OF 20
FEET (6096 MM)
P = PERIMETER OF ENTIRE BUILDING (FEET)
W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE WITH SECTION 506.3.2.
504.3 HEIGHT IN FEET. THE MAXIMUM HEIGHT, IN FEET, OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.3.
504.4 NUMBER OF STORIES. THE MAXIMUM NUMBER OF STORIES OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.4.

SPECIAL PROVISIONS
510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE. A BUILDING SHALL BE

CONSIDERED AS SEPARATE AND DISTINCT BUILDINGS FOR THE PURPOSE OF

DETERMINING AREA LIMITATIONS, CONTINUITY OF FIRE WALLS, LIMITATION OF

NUMBERS OF STORIES AND TYPE OF CONSTRUCTION WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET:

1. THE BUILDINGS ARE SEPARATED WITH A HORIZONTAL ASSEMBLY HAVING A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS. WHERE VERTICAL

OFFSETS ARE PROVIDED AS PART OF A HORIZONTAL ASSEMBLY, THE VERTICAL

OFFSET AND THE STRUCTURE SUPPORTING THE VERTICAL OFFSET SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS.

2. THE BUILDING BELOW, INCLUDING THE HORIZONTAL ASSEMBLY, IS OF TYPE IA CONSTRUCTION.

3. SHAFT, STAIRWAY, RAMP AND ESCALATOR ENCLOSURES THROUGH THE HORIZONTAL ASSEMBLIES SHALL HAVE NOT LESS THAN A 2-HOUR FIRERESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716.

EXCEPTION: WHERE THE ENCLOSURE WALLS BELOW THE HORIZONTAL ASSEMBLY HAVE NOT LESS THAN A 3-HOUR FIRE RESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716, THE

ENCLOSURE WALLS EXTENDING ABOVE THE HORIZONTAL ASSEMBLY SHALL BE PERMITTED TO HAVE A 1-HOUR FIRE-RESISTANCE RATING, PROVIDED:

A. THE BUILDING ABOVE THE HORIZONTAL ASSEMBLY IS NOT
REQUIRED TO BE OF TYPE I CONSTRUCTION;
B. THE ENCLOSURE CONNECTS FEWER THAN FOUR STORIES; AND
C. THE ENCLOSURE OPENING PROTECTIVES ABOVE THE

HORIZONTAL ASSEMBLY HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 1 HOUR.

4. THE BUILDING OR BUILDINGS ABOVE THE HORIZONTAL ASSEMBLY SHALL BE

PERMITTED TO HAVE MULTIPLE GROUP A OCCUPANCY USES, EACH WITH AN OCCUPANT LOAD OF LESS THAN 300, OR GROUP B, M, R OR S OCCUPANCIES.

5. THE BUILDING BELOW THE HORIZONTAL ASSEMBLY SHALL BE PROTECTED

THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND SHALL BE PERMITTED TO BE ANY OCCUPANCY ALLOWED BY THIS CODE EXCEPT GROUP H.

6. THE MAXIMUM BUILDING HEIGHT IN FEET SHALL NOT EXCEED THE LIMITS SET FORTH IN SECTION 504.3 FOR THE BUILDING HAVING THE SMALLER ALLOWABLE HEIGHT AS MEASURED FROM THE GRADE PLANE.

GENERAL NOTES (CONT.)

FIRE WALLS
706.5 HORIZONTAL CONTINUITY. FIRE WALLS SHALL BE CONTINUOUS

FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL EXTEND AT LEAST 18" BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS.

EXCEPTIONS

1. [NOT USED]

2. [NOT USED]

3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE INTERIOR

SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING WHERE THE

BUILDING ON EACH SIDE OF THE FIRE WALL IS PROTECTED BY AN

AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
706.5.1 EXTERIOR WALLS. WHERE THE FIRE WALL INTERSECTS

EXTERIOR WALLS, THE FIRE-RESISTANCE RATING AND OPENING

PROTECTION OF THE EXTERIOR WALLS SHALL COMPLY WITH ONE OF THE FOLLOWING:

1. [NOT USED]

2. BUILDINGS OR SPACES ON BOTH SIDES OF THE INTERSECTING

FIRE WALL SHALL ASSUME TO HAVE AN IMAGINARY LOT LINE AT

THE FIRE WALL AND EXTENDING BEYOND THE EXTERIOR OF THE
FIRE WALL. THE LOCATION OF THE ASSUMED LINE IN RELATION

TO THE EXTERIOR WALLS AND THE FIRE WALL SHALL BE SUCH

THAT THE EXTERIOR WALL AND OPENING PROTECTION MEET
THE REQUIREMENTS SET FORTH IN SECTIONS 705.5 AND 705.8.

SUCH PROTECTION IS NOT REQUIRED FOR EXTERIOR WALLS

TERMINATING AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO
OR GREATER THAN 180 DEGREES.
706.5.2 HORIZONTAL PROJECTING ELEMENTS. FIRE WALLS SHALL

EXTEND TO THE OUTER EDGE OF HORIZONTAL PROJECTING ELEMENTS

SUCH AS BALCONIES, ROOF OVERHANGS, CANOPIES, MARQUEES AND SIMILAR PROJECTIONS THAT ARE WITHIN 4 FEET OF THE FIRE WALL.

EXCEPTIONS:

1. HORIZONTAL PROJECTING ELEMENTS WITHOUT CONCEALED

SPACES, PROVIDED THAT THE EXTERIOR WALL

BEHIND AND BELOW THE PROJECTING ELEMENT HAS NOT
LESS THAN 1-HOUR FIRE-RESISTANCE-RATE CONSTRUCTION

FOR A DISTANCE NOT LESS THAN THE DEPTH OF THE
PROJECTING ELEMENT ON BOTH SIDES OF THE FIRE WALL.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

2. NONCOMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS
WITH CONCEALED SPACES, PROVIDED THAT A MINIMUM 1-HOUR

FIRE-RESISTANCE-RATED WALL EXTENDS THROUGH THE
CONCEALED SPACE. THE PROJECTING ELEMENT SHALL BE
SEPARATED FROM THE BUILDING BY NOT LESS THAN 1-HOUR

FIRE-RESISTANCE-RATED CONSTRUCTION FOR A DISTANCE ON

EACH SIDE OF THE FIRE WALL EQUAL TO THE DEPTH OF THE
PROJECTING ELEMENT. THE WALL IS NOT REQUIRED TO EXTEND

UNDER THE PROJECTING ELEMENT WHERE THE BUILDING
EXTERIOR WALL IS NOT LESS THAN 1-HOUR FIRE-RESISTANCE

RATED FOR A DISTANCE ON EACH SIDE OF THE FIRE WALL
EQUAL TO THE DEPTH OF THE PROJECTING ELEMENT.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

3. FOR COMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS

WITH CONCEALED SPACES, THE FIRE WALL NEED ONLY

EXTEND THROUGH THE CONCEALED SPACE TO THE OUTER
EDGES OF THE PROJECTING ELEMENTS. THE EXTERIOR

WALL BEHIND AND BELOW THE PROJECTING ELEMENT
SHALL BE OF NOT LESS THAN 1-HOUR FIRE-RESISTANCE RATED

CONSTRUCTION FOR A DISTANCE NOT LESS THAN THE DEPTH

OF THE PROJECTING ELEMENTS ON BOTH SIDES OF THE FIRE
WALL. OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
706.6 VERTICAL CONTINUITY. FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT AT LEAST 30" ABOVE BOTH ADJACENT ROOFS.

EXCEPTIONS:

1. STEPPED BUILDINGS IN ACCORDANCE WITH SECTION 706.6.1.

2. TWO-HOUR FIRE-RESISTANCE-RATED WALLS SHALL BE

PERMITTED TO TERMINATE AT THE UNDERSIDE OF THE ROOF
SHEATHING, DECK OR SLAB, PROVIDED THAT:

2.1. THE LOWER ROOF ASSEMBLY WITHIN 4 FEET OF THE
WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF

SUPPORTING ELEMENTS FOR THE RATED ROOF

ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT
LESS THAN 1 HOUR.

2.2. OPENINGS IN THE ROOF SHALL NOT BE LOCATED
WITHIN 4 FEET OF THE FIRE WALL.

2.3. EACH BUILDING SHALL BE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING.

3. WALLS SHALL BE PERMITTED TO TERMINATE AT THE

UNDERSIDE OF NONCOMBUSTIBLE ROOF SHEATHING, DECK OR

SLABS WHERE BOTH BUILDINGS ARE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING. OPENINGS IN THE ROOF
SHALL NOT BE LOCATED WITHIN 4 FEET OF THE FIRE WALL.

4. IN BUILDINGS OF TYPE III, IV AND V CONSTRUCTION, WALLS

SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF

COMBUSTIBLE ROOF SHEATHING OR DECKS, PROVIDED THAT
ALL OF THE FOLLOWING REQUIREMENTS ARE MET.

4.1 ROOF OPENINGS ARE NOT LESS THAN 4 FEET FROM

THE FIRE WALL,

4.2 THE ROOF IS COVERED WITH A MINIMUM CLASS B
ROOF COVERING.

4.3 THE ROOF SHEATHING OR DECK IS CONSTRUCTED

OF FIRE-RETARDANT-TREATED WOOD FOR A DISTANCE
OF 4 FEET ON BOTH SIDES OF THE WALL OR THE ROOF IS
PROTECTED WITH 5/8" TYPE X GYPSUM BOARD DIRECTLY

BENEATH THE UNDERSIDE OF THE ROOF SHEATHING OR
DECK, SUPPORTED BY NOT LESS THAN 2-INCH NOMINAL

LEDGERS ATTACHED TO THE SIDES OF THE ROOF

FRAMING MEMBERS FOR A DISTANCE OF NOT LESS THAN
4 FEET ON BOTH SIDES OF THE FIRE WALL.

5. IN BUILDINGS DESIGNED IN ACCORDANCE WITH SECTION 510.2, FIRE WALLS LOCATED ABOVE THE 3-HOUR HORIZONTAL
ASSEMBLY REQUIRED BY SECTION 510.2, ITEM 1 SHALL BE

PERMITTED TO EXTEND FROM THE TOP OF THIS HORIZONTAL
ASSEMBLY.

6. BUILDINGS WITH SLOPED ROOFS IN ACCORDANCE WITH
SECTION 706.6.2.
706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL SERVES AS AN

EXTERIOR WALL FOR A BUILDING AND SEPARATES BUILDINGS HAVING

DIFFERENT ROOF LEVELS, SUCH WALL SHALL TERMINATE AT A POINT NOT LESS THAN 30 INCHES (762 MM) ABOVE THE LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 15 FEET (4572 MM) ABOVE THE LOWER ROOF IS NOT LESS THAN 1-HOUR FIRE-RESISTANCERATED CONSTRUCTION FROM BOTH SIDES WITH OPENINGS PROTECTED

BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

EXCEPTION: WHERE THE FIRE WALL TERMINATES AT THE

UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB OF THE
LOWER ROOF, PROVIDED THAT:

1. THE LOWER ROOF ASSEMBLY WITHIN 10 FEET (3048MM) OF
THE WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING
ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRERESISTANCE RATING OF NOT LESS THAN 1 HOUR.

2. OPENINGS IN THE LOWER ROOF SHALL NOT BE LOCATED
WITHIN 10 FEET (3048 MM) OF THE FIRE WALL.
706.8 OPENINGS. EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET (15 m2
). THE AGGREGATE WIDTH OF
OPENINGS AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF THE WALL.

EXCEPTIONS:

1. OPENINGS ARE NOT PERMITTED IN PARTY WALLS
CONSTRUCTED IN ACCORDANCE WITH SECTION 706.1.1.

2. OPENINGS SHALL NOT BE LIMITED TO 156 SQUARE
FEET (15 m2) WHERE BOTH BUILDINGS ARE EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.
706.9 PENETRATIONS. PENETRATIONS OF FIRE WALLS SHALL COMPLY WITH SECTION 714.
706.10 JOINTS. JOINTS MADE IN OR BETWEEN FIRE WALLS SHALL COMPLY WITH SECTION 715.
706.11 DUCTS AND AIR TRANSFER OPENINGS. DUCTS AND AIR
TRANSFER OPENINGS SHALL NOT PENETRATE FIRE WALLS.

EXCEPTION: PENETRATIONS BY DUCTS AND AIR TRANSFER

OPENINGS OF FIRE WALLS THAT ARE NOT ON A LOT LINE SHALL

BE ALLOWED PROVIDED THE PENETRATIONS COMPLY WITH
SECTION 717. THE SIZE AND AGGREGATE WIDTH OF ALL

OPENINGS SHALL NOT EXCEED THE LIMITATIONS OF SECTION
706.8.

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL --

NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP --NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP --

SOUTH RAILROAD AVENUE
EAST 4TH AVENUE
145' - 0"
108' - 6"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING

FLOOR AREA ALLOWED
TOTAL FLOOR AREA PROVIDED 15,276 SF

UNLIMITED
3 BR TYPE I-A

SEPARATION

DISTANCE
LEGEND FIRE SEPARATION DISTANCE (TABLE 705.8)

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE

SEPARATION DISTANCE WITH UNPROTECTED OPENINGS IN

BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1
0'-0" < 3'-0"

ALLOWABLE
AREA

NP -- NP -- NOT PERMITTED
15% -- 15% -- 15% 3'-0" < 5'-0"
25% -- 25% -- 25% 5'-0" < 10'-0"
45% -- 45% -- 45% 10'-0" < 15'-0"
75% -- 75% -- 75% 15'-0" < 20'-0"
NL -- NL -- NO LIMIT > 20'-0"
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:25 P
M
AR0.41
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

ALLOWABLE AREA /

OPENINGS CALCULATIONS

BESPOKE
1/8" = 1'-0"
FLOOR 1 1

GENERAL NOTES
A. U.O.N., TYPICAL EXTERIOR WALLS TO BE TYPE B1
(REFER TO EXTERIOR ELEVATIONS FOR
LOCATIONS).

B. TYPICAL CONC. BASEMENT WALLS TO BE TYPE A1,
U.O.N.

C. TYPICAL CMU BASEMENT WALLS TO BE TYPE A10,
U.O.N.

D. TYPICAL INT. 1-HR CORRIDOR WALLS TO BE TYPE
C1, U.O.N.

E. TYPICAL INTERIOR 1-HR CORRIDOR WALLS AT
BATHROOM PLUMBING TO BE TYPE C2, U.O.N.

F. TYPICAL 1-HR UNIT SEPARATION WALLS TO BE TYPE
D2 U.O.N. (S.S.D. FOR STUD AND SHEAR
CONFIGURATION.)
G. TYPICAL INTERIOR UNIT WALLS TO BE TYPE E2.1
H. TYPICAL INTERIOR UNIT PLUMBING WALLS TO BE
TYPE E3.1
I. TYPICAL 1-HR UNIT SEPARATION WALLS AT
PLUMBING WALLS TO BE TYPE D1 U.O.N. (S.S.D.

FOR STUD AND SHEAR CONFIGURATION.)
J. TYPICAL 2-HR INTERIOR SHAFT WALL TO BE TYPE
S1, U.O.N
K. TYPICAL 2-HR INTERIOR SHAFT WALL BETWEEN
UNITS, STAIRS, & HOISTWAY TO BE TYPE S4, U.O.N.

WALL TYPE NOTES
ALLOWABLE AREA NOTES:

FROM THE 2022 CALIFORNIA BUILDING CODE

BUILDING AREA
506.1 GENERAL. THE FLOOR AREA OF A BUILDING SHALL BE DETERMINED

BASED ON THE TYPE OF CONSTRUCTION, OCCUPANCY CLASSIFICATION,

WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED

THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON PUBLIC WAY OR OPEN SPACE.
506.1.1 UNLIMITED AREA BUILDINGS [NOT USED]
506.1.2 SPECIAL PROVISIONS [NOT USED]
506.1.3 BASEMENTS. BASEMENTS NEED NOT BE INCLUDED IN THE

TOTAL ALLOWABLE FLOOR AREA OF A BUILDING PROVIDED THE TOTAL

AREA OF SUCH BASEMENTS DOES NOT EXCEED THE AREA PERMITTED FOR A ONE-STORY ABOVE GRADE PLANE BUILDING.
506.2 ALLOWABLE AREA DETERMINATION. THE ALLOWABLE AREA OF A

BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 506.2.1 THROUGH 506.2.4 AND SECTION 506.3. 506.2.1 SINGLE-OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.2. MIXED OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.3 SINGLE-OCCUPANCY MULTISTORY BUILDINGS. THE

ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH MORE

THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-2:

Aa = [At + (NS x If )] x Sa (EQUATION 5-2)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET)
At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE
BUILDING IS SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.

Sa = FOR OTHER THAN GROUP A, E, H, I, L, AND R OCCUPANCIES,

HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION

1.11 REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL,

ACTUAL NUMBER OF BUILDING STORIES ABOVE GRADE PLANE, NOT TO EXCEED THREE. FOR GROUP A, E, H, I, L, AND R OCCUPANCIES, HIGHRISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11

REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL, ACTUAL

NUMBER OF BUILDING STORIES ABOVE GRADE PLAN, NOT TO EXCEED TWO.

NO INDIVIDUAL STORY SHALL EXCEED THE ALLOWABLE AREA (Aa) AS DETERMINED BY EQUATION 5-2 USING THE VALUE OF Sa = 1.
506.2.4 MIXED-OCCUPANCY, MULTISTORY BUILDINGS. EACH

STORY OF A MIXED-OCCUPANCY BUILDING WITH MORE THAN ONE

STORY ABOVE GRADE PLANE SHALL INDIVIDUALLY COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 508.1. FOR BUILDINGS WITH

MORE THAN THREE STORIES ABOVE GRADE PLANE, THE TOTAL

BUILDING AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE

RATIOS OF THE ACTUAL AREA OF EACH STORY DIVIDED BY THE

ALLOWABLE AREA OF SUCH STORIES, DETERMINED IN ACCORDANCE WITH EQUATION 5-3 BASED ON THE APPLICABLE PROVISIONS OF SECTION 508.1, SHALL NOT EXCEED THREE, PROVIDED THE

AGGREGATE SUM OF THE RATIOS FOR PORTIONS OF MIXED -

OCCUPANCY, MULTISTORY BUILDINGS CONTAINING A, E, H, I, L AND R

OCCUPANCIES,HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11 REGULATED BY THE OFFICE OF THE STATE FIRE

MARSHAL, INCLUDING ANY OTHER ASSOCIATED NON-SEPARATED
OCCUPANCIES, SHALL NOT EXCEED TWO.

Aa = [At + (NS × If)] (EQUATION 5-3)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET).

At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE BUILDING IS
SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.
506.3 FRONTAGE INCREASE. EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS

TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. AREA FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 506.3.1 THROUGH 506.3.3.
506.3.1 MINIMUM PERCENTAGE OF PERIMETER. TO QUALIFY

FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE, A BUILDING SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PERIMETER ON A PUBLIC WAY OR OPEN SPACE. SUCH OPEN SPACE SHALL BE EITHER ON

THE SAME LOT OR DEDICATED FOR PUBLIC USE AND SHALL BE
ACCESSED FROM A STREET OR APPROVED FIRE LANE.
506.3.2 MINIMUM FRONTAGE DISTANCE. TO QUALIFY FOR AN

AREA FACTOR INCREASE BASED ON FRONTAGE, THE PUBLIC WAY OR

OPEN SPACE ADJACENT TO THE BUILDING PERIMETER SHALL HAVE A MINIMUM DISTANCE (W) OF 20 FEET (6096 MM) MEASURED AT RIGHT ANGLES FROM THE BUILDING FACE TO ANY OF THE FOLLOWING:

1. THE CLOSEST INTERIOR LOT LINE.

2. THE ENTIRE WIDTH OF A STREET, ALLEY OR PUBLIC WAY.

3. THE EXTERIOR FACE OF AN ADJACENT BUILDING ON THE SAME PROPERTY.

WHERE THE VALUE OF W IS GREATER THAN 30 FEET (9144MM), A VALUE OF 30 FEET (9144 MM) SHALL BE USED IN CALCULATING THE BUILDING

AREA INCREASE BASED ON FRONTAGE, REGARDLESS OF THE ACTUAL WIDTH OF THE PUBLIC WAY OR OPEN SPACE. WHERE THE VALUE OF W

VARIES ALONG THE PERIMETER OF THE BUILDING, THE CALCULATION PERFORMED IN ACCORDANCE WITH EQUATION 5-5 SHALL BE BASED ON

THE WEIGHTED AVERAGE CALCULATED IN ACCORDANCE WITH
EQUATION 5-4.

W = (L1 x W1 + L2 x W2 + L3 x W3…) / F (EQUATION 5-4)
WHERE:

W (WIDTH: WEIGHTED AVERAGE) = CALCULATED WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET).

L = LENGTH OF A PORTION OF THE EXTERIOR PERIMETER
WALL.

WN = WIDTH (> 20 FEET) OF A PUBLIC WAY OR OPEN SPACE

ASSOCIATED WITH THAT PORTION OF THE EXTERIOR
PERIMETER WALL.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING A WIDTH OF 20 FEET (6096
MM) OR MORE.
506.3.3. AMOUNT OF INCREASE. THE AREA FACTOR INCREASE BASED

ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE WITH
EQUATION 5-5:

If = [F/P - 0.25] (W/30) (EQUATION 5-5)
WHERE:

If = AREA FACTOR INCREASE DUE TO FRONTAGE.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING MINIMUM DISTANCE OF 20
FEET (6096 MM)
P = PERIMETER OF ENTIRE BUILDING (FEET)
W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE WITH SECTION 506.3.2.
504.3 HEIGHT IN FEET. THE MAXIMUM HEIGHT, IN FEET, OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.3.
504.4 NUMBER OF STORIES. THE MAXIMUM NUMBER OF STORIES OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.4.

SPECIAL PROVISIONS
510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE. A BUILDING SHALL BE

CONSIDERED AS SEPARATE AND DISTINCT BUILDINGS FOR THE PURPOSE OF

DETERMINING AREA LIMITATIONS, CONTINUITY OF FIRE WALLS, LIMITATION OF

NUMBERS OF STORIES AND TYPE OF CONSTRUCTION WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET:

1. THE BUILDINGS ARE SEPARATED WITH A HORIZONTAL ASSEMBLY HAVING A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS. WHERE VERTICAL

OFFSETS ARE PROVIDED AS PART OF A HORIZONTAL ASSEMBLY, THE VERTICAL

OFFSET AND THE STRUCTURE SUPPORTING THE VERTICAL OFFSET SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS.

2. THE BUILDING BELOW, INCLUDING THE HORIZONTAL ASSEMBLY, IS OF TYPE IA CONSTRUCTION.

3. SHAFT, STAIRWAY, RAMP AND ESCALATOR ENCLOSURES THROUGH THE HORIZONTAL ASSEMBLIES SHALL HAVE NOT LESS THAN A 2-HOUR FIRERESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716.

EXCEPTION: WHERE THE ENCLOSURE WALLS BELOW THE HORIZONTAL ASSEMBLY HAVE NOT LESS THAN A 3-HOUR FIRE RESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716, THE

ENCLOSURE WALLS EXTENDING ABOVE THE HORIZONTAL ASSEMBLY SHALL BE PERMITTED TO HAVE A 1-HOUR FIRE-RESISTANCE RATING, PROVIDED:

A. THE BUILDING ABOVE THE HORIZONTAL ASSEMBLY IS NOT
REQUIRED TO BE OF TYPE I CONSTRUCTION;
B. THE ENCLOSURE CONNECTS FEWER THAN FOUR STORIES; AND
C. THE ENCLOSURE OPENING PROTECTIVES ABOVE THE

HORIZONTAL ASSEMBLY HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 1 HOUR.

4. THE BUILDING OR BUILDINGS ABOVE THE HORIZONTAL ASSEMBLY SHALL BE

PERMITTED TO HAVE MULTIPLE GROUP A OCCUPANCY USES, EACH WITH AN OCCUPANT LOAD OF LESS THAN 300, OR GROUP B, M, R OR S OCCUPANCIES.

5. THE BUILDING BELOW THE HORIZONTAL ASSEMBLY SHALL BE PROTECTED

THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND SHALL BE PERMITTED TO BE ANY OCCUPANCY ALLOWED BY THIS CODE EXCEPT GROUP H.

6. THE MAXIMUM BUILDING HEIGHT IN FEET SHALL NOT EXCEED THE LIMITS SET FORTH IN SECTION 504.3 FOR THE BUILDING HAVING THE SMALLER ALLOWABLE HEIGHT AS MEASURED FROM THE GRADE PLANE.

GENERAL NOTES (CONT.)

FIRE WALLS
706.5 HORIZONTAL CONTINUITY. FIRE WALLS SHALL BE CONTINUOUS

FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL EXTEND AT LEAST 18" BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS.

EXCEPTIONS

1. [NOT USED]

2. [NOT USED]

3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE INTERIOR

SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING WHERE THE

BUILDING ON EACH SIDE OF THE FIRE WALL IS PROTECTED BY AN

AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
706.5.1 EXTERIOR WALLS. WHERE THE FIRE WALL INTERSECTS

EXTERIOR WALLS, THE FIRE-RESISTANCE RATING AND OPENING

PROTECTION OF THE EXTERIOR WALLS SHALL COMPLY WITH ONE OF THE FOLLOWING:

1. [NOT USED]

2. BUILDINGS OR SPACES ON BOTH SIDES OF THE INTERSECTING

FIRE WALL SHALL ASSUME TO HAVE AN IMAGINARY LOT LINE AT

THE FIRE WALL AND EXTENDING BEYOND THE EXTERIOR OF THE
FIRE WALL. THE LOCATION OF THE ASSUMED LINE IN RELATION

TO THE EXTERIOR WALLS AND THE FIRE WALL SHALL BE SUCH

THAT THE EXTERIOR WALL AND OPENING PROTECTION MEET
THE REQUIREMENTS SET FORTH IN SECTIONS 705.5 AND 705.8.

SUCH PROTECTION IS NOT REQUIRED FOR EXTERIOR WALLS

TERMINATING AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO
OR GREATER THAN 180 DEGREES.
706.5.2 HORIZONTAL PROJECTING ELEMENTS. FIRE WALLS SHALL

EXTEND TO THE OUTER EDGE OF HORIZONTAL PROJECTING ELEMENTS

SUCH AS BALCONIES, ROOF OVERHANGS, CANOPIES, MARQUEES AND SIMILAR PROJECTIONS THAT ARE WITHIN 4 FEET OF THE FIRE WALL.

EXCEPTIONS:

1. HORIZONTAL PROJECTING ELEMENTS WITHOUT CONCEALED

SPACES, PROVIDED THAT THE EXTERIOR WALL

BEHIND AND BELOW THE PROJECTING ELEMENT HAS NOT
LESS THAN 1-HOUR FIRE-RESISTANCE-RATE CONSTRUCTION

FOR A DISTANCE NOT LESS THAN THE DEPTH OF THE
PROJECTING ELEMENT ON BOTH SIDES OF THE FIRE WALL.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

2. NONCOMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS
WITH CONCEALED SPACES, PROVIDED THAT A MINIMUM 1-HOUR

FIRE-RESISTANCE-RATED WALL EXTENDS THROUGH THE
CONCEALED SPACE. THE PROJECTING ELEMENT SHALL BE
SEPARATED FROM THE BUILDING BY NOT LESS THAN 1-HOUR

FIRE-RESISTANCE-RATED CONSTRUCTION FOR A DISTANCE ON

EACH SIDE OF THE FIRE WALL EQUAL TO THE DEPTH OF THE
PROJECTING ELEMENT. THE WALL IS NOT REQUIRED TO EXTEND

UNDER THE PROJECTING ELEMENT WHERE THE BUILDING
EXTERIOR WALL IS NOT LESS THAN 1-HOUR FIRE-RESISTANCE

RATED FOR A DISTANCE ON EACH SIDE OF THE FIRE WALL
EQUAL TO THE DEPTH OF THE PROJECTING ELEMENT.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

3. FOR COMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS

WITH CONCEALED SPACES, THE FIRE WALL NEED ONLY

EXTEND THROUGH THE CONCEALED SPACE TO THE OUTER
EDGES OF THE PROJECTING ELEMENTS. THE EXTERIOR

WALL BEHIND AND BELOW THE PROJECTING ELEMENT
SHALL BE OF NOT LESS THAN 1-HOUR FIRE-RESISTANCE RATED

CONSTRUCTION FOR A DISTANCE NOT LESS THAN THE DEPTH

OF THE PROJECTING ELEMENTS ON BOTH SIDES OF THE FIRE
WALL. OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
706.6 VERTICAL CONTINUITY. FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT AT LEAST 30" ABOVE BOTH ADJACENT ROOFS.

EXCEPTIONS:

1. STEPPED BUILDINGS IN ACCORDANCE WITH SECTION 706.6.1.

2. TWO-HOUR FIRE-RESISTANCE-RATED WALLS SHALL BE

PERMITTED TO TERMINATE AT THE UNDERSIDE OF THE ROOF
SHEATHING, DECK OR SLAB, PROVIDED THAT:

2.1. THE LOWER ROOF ASSEMBLY WITHIN 4 FEET OF THE
WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF

SUPPORTING ELEMENTS FOR THE RATED ROOF

ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT
LESS THAN 1 HOUR.

2.2. OPENINGS IN THE ROOF SHALL NOT BE LOCATED
WITHIN 4 FEET OF THE FIRE WALL.

2.3. EACH BUILDING SHALL BE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING.

3. WALLS SHALL BE PERMITTED TO TERMINATE AT THE

UNDERSIDE OF NONCOMBUSTIBLE ROOF SHEATHING, DECK OR

SLABS WHERE BOTH BUILDINGS ARE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING. OPENINGS IN THE ROOF
SHALL NOT BE LOCATED WITHIN 4 FEET OF THE FIRE WALL.

4. IN BUILDINGS OF TYPE III, IV AND V CONSTRUCTION, WALLS

SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF

COMBUSTIBLE ROOF SHEATHING OR DECKS, PROVIDED THAT
ALL OF THE FOLLOWING REQUIREMENTS ARE MET.

4.1 ROOF OPENINGS ARE NOT LESS THAN 4 FEET FROM

THE FIRE WALL,

4.2 THE ROOF IS COVERED WITH A MINIMUM CLASS B
ROOF COVERING.

4.3 THE ROOF SHEATHING OR DECK IS CONSTRUCTED

OF FIRE-RETARDANT-TREATED WOOD FOR A DISTANCE
OF 4 FEET ON BOTH SIDES OF THE WALL OR THE ROOF IS
PROTECTED WITH 5/8" TYPE X GYPSUM BOARD DIRECTLY

BENEATH THE UNDERSIDE OF THE ROOF SHEATHING OR
DECK, SUPPORTED BY NOT LESS THAN 2-INCH NOMINAL

LEDGERS ATTACHED TO THE SIDES OF THE ROOF

FRAMING MEMBERS FOR A DISTANCE OF NOT LESS THAN
4 FEET ON BOTH SIDES OF THE FIRE WALL.

5. IN BUILDINGS DESIGNED IN ACCORDANCE WITH SECTION 510.2, FIRE WALLS LOCATED ABOVE THE 3-HOUR HORIZONTAL
ASSEMBLY REQUIRED BY SECTION 510.2, ITEM 1 SHALL BE

PERMITTED TO EXTEND FROM THE TOP OF THIS HORIZONTAL
ASSEMBLY.

6. BUILDINGS WITH SLOPED ROOFS IN ACCORDANCE WITH
SECTION 706.6.2.
706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL SERVES AS AN

EXTERIOR WALL FOR A BUILDING AND SEPARATES BUILDINGS HAVING

DIFFERENT ROOF LEVELS, SUCH WALL SHALL TERMINATE AT A POINT NOT LESS THAN 30 INCHES (762 MM) ABOVE THE LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 15 FEET (4572 MM) ABOVE THE LOWER ROOF IS NOT LESS THAN 1-HOUR FIRE-RESISTANCERATED CONSTRUCTION FROM BOTH SIDES WITH OPENINGS PROTECTED

BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

EXCEPTION: WHERE THE FIRE WALL TERMINATES AT THE

UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB OF THE
LOWER ROOF, PROVIDED THAT:

1. THE LOWER ROOF ASSEMBLY WITHIN 10 FEET (3048MM) OF
THE WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING
ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRERESISTANCE RATING OF NOT LESS THAN 1 HOUR.

2. OPENINGS IN THE LOWER ROOF SHALL NOT BE LOCATED
WITHIN 10 FEET (3048 MM) OF THE FIRE WALL.
706.8 OPENINGS. EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET (15 m2). THE AGGREGATE WIDTH OF
OPENINGS AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF THE WALL.

EXCEPTIONS:

1. OPENINGS ARE NOT PERMITTED IN PARTY WALLS
CONSTRUCTED IN ACCORDANCE WITH SECTION 706.1.1.

2. OPENINGS SHALL NOT BE LIMITED TO 156 SQUARE
FEET (15 m2) WHERE BOTH BUILDINGS ARE EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.
706.9 PENETRATIONS. PENETRATIONS OF FIRE WALLS SHALL COMPLY WITH SECTION 714.
706.10 JOINTS. JOINTS MADE IN OR BETWEEN FIRE WALLS SHALL COMPLY WITH SECTION 715.
706.11 DUCTS AND AIR TRANSFER OPENINGS. DUCTS AND AIR
TRANSFER OPENINGS SHALL NOT PENETRATE FIRE WALLS.

EXCEPTION: PENETRATIONS BY DUCTS AND AIR TRANSFER

OPENINGS OF FIRE WALLS THAT ARE NOT ON A LOT LINE SHALL

BE ALLOWED PROVIDED THE PENETRATIONS COMPLY WITH
SECTION 717. THE SIZE AND AGGREGATE WIDTH OF ALL

OPENINGS SHALL NOT EXCEED THE LIMITATIONS OF SECTION
706.8.

FLOOR AREA ALLOWED
TOTAL FLOOR AREA PROVIDED 10,833 SF

UNLIMITED
LEVEL 2 TYPE I-A NL -- NL -- NL -- NL --

NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- NL -- NL -- NL -- NL -- 45% -- 45% -- 45% -- 45% --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- PARTIAL WALL AREA LEVEL 2: 254 SF
OPENING AREA LEVEL 2: 77 SF
OPENING PERCENTAGE: 30%
14' - 0" 25' - 4" 10' - 0"
NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- 45% -- 45% --

NL -- NL -- NL -- NL -- NL -- NL -- NL --

NL -- NL -- NL --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- AR0.42
2 SOUTH RAILROAD AVENUE
EAST 4TH AVENUE
10' - 0"
10' - 0"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING
23' - 6"
10' - 0"
66' - 0"
10' - 0"

NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% --
AR0.42
3 PARTIAL WALL AREA LEVELS 2-7: 173 SF
OPENING AREA LEVELS 2-7: 14 SF
OPENING PERCENTAGE: 8%
PARTIAL WALL AREA LEVEL 2: 195 SF
OPENING AREA LEVEL 2: 60 SF
OPENING PERCENTAGE: 31%
19' - 6"

IMAGINARY PROPERTY LINE
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
LEVEL 2: AREA OF EXTERIOR WALL
253 SF PER FLOOR
PER CBC TABLE 705.8
10' TO LESS THAN 15' = 45% PERMITTED
ALLOWABLE = 253 SF x .45 = 114 SF
PROPOSED = 74 SF
74 SF < 114 SF = COMPLIES
LEVELS 3-7: AREA OF EXTERIOR WALL
253 SF PER FLOOR
PER CBC TABLE 705.8
10' TO LESS THAN 15' = 45% PERMITTED
ALLOWABLE = 253 SF x .45 = 114 SF
PROPOSED = 53 SF
53 SF < 114 SF = COMPLIES
.
81' - 0"
T.O. PARAPET
LEVELS 2-7: AREA OF EXTERIOR WALL
157 SF PER FLOOR
PER CBC TABLE 705.8
10' TO LESS THAN 15' = 45% PERMITTED
ALLOWABLE = 157 SF x .45 = 70.5 SF
PROPOSED = 14 SF
14 SF < 70.5 SF = COMPLIES
10' - 0" 14' - 0"
10' - 0" 14' - 0"
PLe

SEPARATION

DISTANCE
LEGEND FIRE SEPARATION DISTANCE (TABLE 705.8)

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE

SEPARATION DISTANCE WITH UNPROTECTED OPENINGS IN

BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1
0'-0" < 3'-0"

ALLOWABLE
AREA

NP -- NP -- NOT PERMITTED
3'-0" < 5'-0"15% -- 15% -- 15%
5'-0" < 10'-0"25% -- 25% -- 25%
10'-0" < 15'-0"45% -- 45% -- 45%
15'-0" < 20'-0"75% -- 75% -- 75%
> 20'-0"NL -- NL -- NO LIMIT
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
PLw
.
81' - 0"
T.O. PARAPET
LEVELS 3-7: AREA OF EXTERIOR WALL
195 SF PER FLOOR
PER CBC TABLE 705.8
10' TO LESS THAN 15' = 45% PERMITTED
ALLOWABLE = 195 SF x .45 = 88 SF
PROPOSED = 79 SF
79 SF < 88 SF = COMPLIES
19' - 6"
19' - 6"
LEVEL 2: AREA OF EXTERIOR WALL
195 SF PER FLOOR
PER CBC TABLE 705.8
10' TO LESS THAN 15' = 45% PERMITTED
ALLOWABLE = 195 SF x .45 = 88 SF
PROPOSED = 56 SF
56 SF < 88 SF = COMPLIES
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:27 P
M
AR0.42
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

ALLOWABLE AREA /

OPENINGS CALCULATIONS

BESPOKE
1/8" = 1'-0"
FLOOR 2 1
1/8" = 1'-0"
PARTIAL ELEVATION - ALLOWABLE OPENINGS FACING COMMERCIAL PROPERTY 2 1/8" = 1'-0"
PARTIAL ELEVATION - ALLOWABLE OPENINGS FACING COURTYARD 3

GENERAL NOTES
A. U.O.N., TYPICAL EXTERIOR WALLS TO BE TYPE B1
(REFER TO EXTERIOR ELEVATIONS FOR
LOCATIONS).

B. TYPICAL CONC. BASEMENT WALLS TO BE TYPE A1,
U.O.N.

C. TYPICAL CMU BASEMENT WALLS TO BE TYPE A10,
U.O.N.

D. TYPICAL INT. 1-HR CORRIDOR WALLS TO BE TYPE
C1, U.O.N.

E. TYPICAL INTERIOR 1-HR CORRIDOR WALLS AT
BATHROOM PLUMBING TO BE TYPE C2, U.O.N.

F. TYPICAL 1-HR UNIT SEPARATION WALLS TO BE TYPE
D2 U.O.N. (S.S.D. FOR STUD AND SHEAR
CONFIGURATION.)
G. TYPICAL INTERIOR UNIT WALLS TO BE TYPE E2.1
H. TYPICAL INTERIOR UNIT PLUMBING WALLS TO BE
TYPE E3.1
I. TYPICAL 1-HR UNIT SEPARATION WALLS AT
PLUMBING WALLS TO BE TYPE D1 U.O.N. (S.S.D.

FOR STUD AND SHEAR CONFIGURATION.)
J. TYPICAL 2-HR INTERIOR SHAFT WALL TO BE TYPE
S1, U.O.N
K. TYPICAL 2-HR INTERIOR SHAFT WALL BETWEEN
UNITS, STAIRS, & HOISTWAY TO BE TYPE S4, U.O.N.

WALL TYPE NOTES
ALLOWABLE AREA NOTES:

FROM THE 2022 CALIFORNIA BUILDING CODE

BUILDING AREA
506.1 GENERAL. THE FLOOR AREA OF A BUILDING SHALL BE DETERMINED

BASED ON THE TYPE OF CONSTRUCTION, OCCUPANCY CLASSIFICATION,

WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED

THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON PUBLIC WAY OR OPEN SPACE.
506.1.1 UNLIMITED AREA BUILDINGS [NOT USED]
506.1.2 SPECIAL PROVISIONS [NOT USED]
506.1.3 BASEMENTS. BASEMENTS NEED NOT BE INCLUDED IN THE

TOTAL ALLOWABLE FLOOR AREA OF A BUILDING PROVIDED THE TOTAL

AREA OF SUCH BASEMENTS DOES NOT EXCEED THE AREA PERMITTED FOR A ONE-STORY ABOVE GRADE PLANE BUILDING.
506.2 ALLOWABLE AREA DETERMINATION. THE ALLOWABLE AREA OF A

BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 506.2.1 THROUGH 506.2.4 AND SECTION 506.3. 506.2.1 SINGLE-OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.2. MIXED OCCUPANCY, ONE-STORY BUILDINGS. [NOT USED] 506.2.3 SINGLE-OCCUPANCY MULTISTORY BUILDINGS. THE

ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH MORE

THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-2:

Aa = [At + (NS x If )] x Sa (EQUATION 5-2)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET)
At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE
BUILDING IS SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.

Sa = FOR OTHER THAN GROUP A, E, H, I, L, AND R OCCUPANCIES,

HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION

1.11 REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL,

ACTUAL NUMBER OF BUILDING STORIES ABOVE GRADE PLANE, NOT TO EXCEED THREE. FOR GROUP A, E, H, I, L, AND R OCCUPANCIES, HIGHRISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11

REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL, ACTUAL

NUMBER OF BUILDING STORIES ABOVE GRADE PLAN, NOT TO EXCEED TWO.

NO INDIVIDUAL STORY SHALL EXCEED THE ALLOWABLE AREA (Aa) AS DETERMINED BY EQUATION 5-2 USING THE VALUE OF Sa = 1.
506.2.4 MIXED-OCCUPANCY, MULTISTORY BUILDINGS. EACH

STORY OF A MIXED-OCCUPANCY BUILDING WITH MORE THAN ONE

STORY ABOVE GRADE PLANE SHALL INDIVIDUALLY COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 508.1. FOR BUILDINGS WITH

MORE THAN THREE STORIES ABOVE GRADE PLANE, THE TOTAL

BUILDING AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE

RATIOS OF THE ACTUAL AREA OF EACH STORY DIVIDED BY THE

ALLOWABLE AREA OF SUCH STORIES, DETERMINED IN ACCORDANCE WITH EQUATION 5-3 BASED ON THE APPLICABLE PROVISIONS OF SECTION 508.1, SHALL NOT EXCEED THREE, PROVIDED THE

AGGREGATE SUM OF THE RATIOS FOR PORTIONS OF MIXED -

OCCUPANCY, MULTISTORY BUILDINGS CONTAINING A, E, H, I, L AND R

OCCUPANCIES,HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11 REGULATED BY THE OFFICE OF THE STATE FIRE

MARSHAL, INCLUDING ANY OTHER ASSOCIATED NON-SEPARATED
OCCUPANCIES, SHALL NOT EXCEED TWO.

Aa = [At + (NS × If)] (EQUATION 5-3)
WHERE:

Aa = ALLOWABLE AREA (SQUARE FEET).

At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R, S13D OR SM

VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE
506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH
TABLE 506.2 FOR A NONSPRINKLERED BUILDING
(REGARDLESS OF WHETHER THE BUILDING IS
SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT)

AS CALCULATED IN ACCORDANCE
WITH SECTION 506.3.
506.3 FRONTAGE INCREASE. EVERY BUILDING SHALL ADJOIN OR HAVE ACCESS

TO A PUBLIC WAY TO RECEIVE AN AREA FACTOR INCREASE BASED ON FRONTAGE. AREA FACTOR INCREASE SHALL BE DETERMINED IN ACCORDANCE WITH SECTIONS 506.3.1 THROUGH 506.3.3.
506.3.1 MINIMUM PERCENTAGE OF PERIMETER. TO QUALIFY

FOR AN AREA FACTOR INCREASE BASED ON FRONTAGE, A BUILDING SHALL HAVE NOT LESS THAN 25 PERCENT OF ITS PERIMETER ON A PUBLIC WAY OR OPEN SPACE. SUCH OPEN SPACE SHALL BE EITHER ON

THE SAME LOT OR DEDICATED FOR PUBLIC USE AND SHALL BE
ACCESSED FROM A STREET OR APPROVED FIRE LANE.
506.3.2 MINIMUM FRONTAGE DISTANCE. TO QUALIFY FOR AN

AREA FACTOR INCREASE BASED ON FRONTAGE, THE PUBLIC WAY OR

OPEN SPACE ADJACENT TO THE BUILDING PERIMETER SHALL HAVE A MINIMUM DISTANCE (W) OF 20 FEET (6096 MM) MEASURED AT RIGHT ANGLES FROM THE BUILDING FACE TO ANY OF THE FOLLOWING:

1. THE CLOSEST INTERIOR LOT LINE.

2. THE ENTIRE WIDTH OF A STREET, ALLEY OR PUBLIC WAY.

3. THE EXTERIOR FACE OF AN ADJACENT BUILDING ON THE SAME PROPERTY.

WHERE THE VALUE OF W IS GREATER THAN 30 FEET (9144MM), A VALUE OF 30 FEET (9144 MM) SHALL BE USED IN CALCULATING THE BUILDING

AREA INCREASE BASED ON FRONTAGE, REGARDLESS OF THE ACTUAL WIDTH OF THE PUBLIC WAY OR OPEN SPACE. WHERE THE VALUE OF W

VARIES ALONG THE PERIMETER OF THE BUILDING, THE CALCULATION PERFORMED IN ACCORDANCE WITH EQUATION 5-5 SHALL BE BASED ON

THE WEIGHTED AVERAGE CALCULATED IN ACCORDANCE WITH
EQUATION 5-4.

W = (L1 x W1 + L2 x W2 + L3 x W3…) / F (EQUATION 5-4)
WHERE:

W (WIDTH: WEIGHTED AVERAGE) = CALCULATED WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET).

L = LENGTH OF A PORTION OF THE EXTERIOR PERIMETER
WALL.

WN = WIDTH (> 20 FEET) OF A PUBLIC WAY OR OPEN SPACE

ASSOCIATED WITH THAT PORTION OF THE EXTERIOR
PERIMETER WALL.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING A WIDTH OF 20 FEET (6096
MM) OR MORE.
506.3.3. AMOUNT OF INCREASE. THE AREA FACTOR INCREASE BASED

ON FRONTAGE SHALL BE DETERMINED IN ACCORDANCE WITH
EQUATION 5-5:

If = [F/P - 0.25] (W/30) (EQUATION 5-5)
WHERE:

If = AREA FACTOR INCREASE DUE TO FRONTAGE.

F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY
OR OPEN SPACE HAVING MINIMUM DISTANCE OF 20
FEET (6096 MM)
P = PERIMETER OF ENTIRE BUILDING (FEET)
W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE WITH SECTION 506.3.2.
504.3 HEIGHT IN FEET. THE MAXIMUM HEIGHT, IN FEET, OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.3.
504.4 NUMBER OF STORIES. THE MAXIMUM NUMBER OF STORIES OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.4.

SPECIAL PROVISIONS
510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE. A BUILDING SHALL BE

CONSIDERED AS SEPARATE AND DISTINCT BUILDINGS FOR THE PURPOSE OF

DETERMINING AREA LIMITATIONS, CONTINUITY OF FIRE WALLS, LIMITATION OF

NUMBERS OF STORIES AND TYPE OF CONSTRUCTION WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET:

1. THE BUILDINGS ARE SEPARATED WITH A HORIZONTAL ASSEMBLY HAVING A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS. WHERE VERTICAL

OFFSETS ARE PROVIDED AS PART OF A HORIZONTAL ASSEMBLY, THE VERTICAL

OFFSET AND THE STRUCTURE SUPPORTING THE VERTICAL OFFSET SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 3 HOURS.

2. THE BUILDING BELOW, INCLUDING THE HORIZONTAL ASSEMBLY, IS OF TYPE IA CONSTRUCTION.

3. SHAFT, STAIRWAY, RAMP AND ESCALATOR ENCLOSURES THROUGH THE HORIZONTAL ASSEMBLIES SHALL HAVE NOT LESS THAN A 2-HOUR FIRERESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716.

EXCEPTION: WHERE THE ENCLOSURE WALLS BELOW THE HORIZONTAL ASSEMBLY HAVE NOT LESS THAN A 3-HOUR FIRE RESISTANCE RATING WITH OPENING PROTECTIVES IN ACCORDANCE WITH SECTION 716, THE

ENCLOSURE WALLS EXTENDING ABOVE THE HORIZONTAL ASSEMBLY SHALL BE PERMITTED TO HAVE A 1-HOUR FIRE-RESISTANCE RATING, PROVIDED:

A. THE BUILDING ABOVE THE HORIZONTAL ASSEMBLY IS NOT
REQUIRED TO BE OF TYPE I CONSTRUCTION;
B. THE ENCLOSURE CONNECTS FEWER THAN FOUR STORIES; AND
C. THE ENCLOSURE OPENING PROTECTIVES ABOVE THE

HORIZONTAL ASSEMBLY HAVE A FIRE PROTECTION RATING OF NOT LESS THAN 1 HOUR.

4. THE BUILDING OR BUILDINGS ABOVE THE HORIZONTAL ASSEMBLY SHALL BE

PERMITTED TO HAVE MULTIPLE GROUP A OCCUPANCY USES, EACH WITH AN OCCUPANT LOAD OF LESS THAN 300, OR GROUP B, M, R OR S OCCUPANCIES.

5. THE BUILDING BELOW THE HORIZONTAL ASSEMBLY SHALL BE PROTECTED

THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND SHALL BE PERMITTED TO BE ANY OCCUPANCY ALLOWED BY THIS CODE EXCEPT GROUP H.

6. THE MAXIMUM BUILDING HEIGHT IN FEET SHALL NOT EXCEED THE LIMITS SET FORTH IN SECTION 504.3 FOR THE BUILDING HAVING THE SMALLER ALLOWABLE HEIGHT AS MEASURED FROM THE GRADE PLANE.

GENERAL NOTES (CONT.)

FIRE WALLS
706.5 HORIZONTAL CONTINUITY. FIRE WALLS SHALL BE CONTINUOUS

FROM EXTERIOR WALL TO EXTERIOR WALL AND SHALL EXTEND AT LEAST 18" BEYOND THE EXTERIOR SURFACE OF EXTERIOR WALLS.

EXCEPTIONS

1. [NOT USED]

2. [NOT USED]

3. FIRE WALLS SHALL BE PERMITTED TO TERMINATE AT THE INTERIOR

SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING WHERE THE

BUILDING ON EACH SIDE OF THE FIRE WALL IS PROTECTED BY AN

AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
706.5.1 EXTERIOR WALLS. WHERE THE FIRE WALL INTERSECTS

EXTERIOR WALLS, THE FIRE-RESISTANCE RATING AND OPENING

PROTECTION OF THE EXTERIOR WALLS SHALL COMPLY WITH ONE OF THE FOLLOWING:

1. [NOT USED]

2. BUILDINGS OR SPACES ON BOTH SIDES OF THE INTERSECTING

FIRE WALL SHALL ASSUME TO HAVE AN IMAGINARY LOT LINE AT

THE FIRE WALL AND EXTENDING BEYOND THE EXTERIOR OF THE
FIRE WALL. THE LOCATION OF THE ASSUMED LINE IN RELATION

TO THE EXTERIOR WALLS AND THE FIRE WALL SHALL BE SUCH

THAT THE EXTERIOR WALL AND OPENING PROTECTION MEET
THE REQUIREMENTS SET FORTH IN SECTIONS 705.5 AND 705.8.

SUCH PROTECTION IS NOT REQUIRED FOR EXTERIOR WALLS

TERMINATING AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO
OR GREATER THAN 180 DEGREES.
706.5.2 HORIZONTAL PROJECTING ELEMENTS. FIRE WALLS SHALL

EXTEND TO THE OUTER EDGE OF HORIZONTAL PROJECTING ELEMENTS

SUCH AS BALCONIES, ROOF OVERHANGS, CANOPIES, MARQUEES AND SIMILAR PROJECTIONS THAT ARE WITHIN 4 FEET OF THE FIRE WALL.

EXCEPTIONS:

1. HORIZONTAL PROJECTING ELEMENTS WITHOUT CONCEALED

SPACES, PROVIDED THAT THE EXTERIOR WALL

BEHIND AND BELOW THE PROJECTING ELEMENT HAS NOT
LESS THAN 1-HOUR FIRE-RESISTANCE-RATE CONSTRUCTION

FOR A DISTANCE NOT LESS THAN THE DEPTH OF THE
PROJECTING ELEMENT ON BOTH SIDES OF THE FIRE WALL.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

2. NONCOMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS
WITH CONCEALED SPACES, PROVIDED THAT A MINIMUM 1-HOUR

FIRE-RESISTANCE-RATED WALL EXTENDS THROUGH THE
CONCEALED SPACE. THE PROJECTING ELEMENT SHALL BE
SEPARATED FROM THE BUILDING BY NOT LESS THAN 1-HOUR

FIRE-RESISTANCE-RATED CONSTRUCTION FOR A DISTANCE ON

EACH SIDE OF THE FIRE WALL EQUAL TO THE DEPTH OF THE
PROJECTING ELEMENT. THE WALL IS NOT REQUIRED TO EXTEND

UNDER THE PROJECTING ELEMENT WHERE THE BUILDING
EXTERIOR WALL IS NOT LESS THAN 1-HOUR FIRE-RESISTANCE

RATED FOR A DISTANCE ON EACH SIDE OF THE FIRE WALL
EQUAL TO THE DEPTH OF THE PROJECTING ELEMENT.

OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

3. FOR COMBUSTIBLE HORIZONTAL PROJECTING ELEMENTS

WITH CONCEALED SPACES, THE FIRE WALL NEED ONLY

EXTEND THROUGH THE CONCEALED SPACE TO THE OUTER
EDGES OF THE PROJECTING ELEMENTS. THE EXTERIOR

WALL BEHIND AND BELOW THE PROJECTING ELEMENT
SHALL BE OF NOT LESS THAN 1-HOUR FIRE-RESISTANCE RATED

CONSTRUCTION FOR A DISTANCE NOT LESS THAN THE DEPTH

OF THE PROJECTING ELEMENTS ON BOTH SIDES OF THE FIRE
WALL. OPENINGS WITHIN SUCH EXTERIOR WALLS SHALL BE

PROTECTED BY OPENING PROTECTIVES HAVING A FIRE
PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
706.6 VERTICAL CONTINUITY. FIRE WALLS SHALL EXTEND FROM THE FOUNDATION TO A TERMINATION POINT AT LEAST 30" ABOVE BOTH ADJACENT ROOFS.

EXCEPTIONS:

1. STEPPED BUILDINGS IN ACCORDANCE WITH SECTION 706.6.1.

2. TWO-HOUR FIRE-RESISTANCE-RATED WALLS SHALL BE

PERMITTED TO TERMINATE AT THE UNDERSIDE OF THE ROOF
SHEATHING, DECK OR SLAB, PROVIDED THAT:

2.1. THE LOWER ROOF ASSEMBLY WITHIN 4 FEET OF THE
WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF

SUPPORTING ELEMENTS FOR THE RATED ROOF

ASSEMBLY HAS A FIRE-RESISTANCE RATING OF NOT
LESS THAN 1 HOUR.

2.2. OPENINGS IN THE ROOF SHALL NOT BE LOCATED
WITHIN 4 FEET OF THE FIRE WALL.

2.3. EACH BUILDING SHALL BE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING.

3. WALLS SHALL BE PERMITTED TO TERMINATE AT THE

UNDERSIDE OF NONCOMBUSTIBLE ROOF SHEATHING, DECK OR

SLABS WHERE BOTH BUILDINGS ARE PROVIDED WITH NOT LESS
THAN A CLASS B ROOF COVERING. OPENINGS IN THE ROOF
SHALL NOT BE LOCATED WITHIN 4 FEET OF THE FIRE WALL.

4. IN BUILDINGS OF TYPE III, IV AND V CONSTRUCTION, WALLS

SHALL BE PERMITTED TO TERMINATE AT THE UNDERSIDE OF

COMBUSTIBLE ROOF SHEATHING OR DECKS, PROVIDED THAT
ALL OF THE FOLLOWING REQUIREMENTS ARE MET.

4.1 ROOF OPENINGS ARE NOT LESS THAN 4 FEET FROM

THE FIRE WALL,

4.2 THE ROOF IS COVERED WITH A MINIMUM CLASS B
ROOF COVERING.

4.3 THE ROOF SHEATHING OR DECK IS CONSTRUCTED

OF FIRE-RETARDANT-TREATED WOOD FOR A DISTANCE
OF 4 FEET ON BOTH SIDES OF THE WALL OR THE ROOF IS
PROTECTED WITH 5/8" TYPE X GYPSUM BOARD DIRECTLY

BENEATH THE UNDERSIDE OF THE ROOF SHEATHING OR
DECK, SUPPORTED BY NOT LESS THAN 2-INCH NOMINAL

LEDGERS ATTACHED TO THE SIDES OF THE ROOF

FRAMING MEMBERS FOR A DISTANCE OF NOT LESS THAN
4 FEET ON BOTH SIDES OF THE FIRE WALL.

5. IN BUILDINGS DESIGNED IN ACCORDANCE WITH SECTION 510.2, FIRE WALLS LOCATED ABOVE THE 3-HOUR HORIZONTAL
ASSEMBLY REQUIRED BY SECTION 510.2, ITEM 1 SHALL BE

PERMITTED TO EXTEND FROM THE TOP OF THIS HORIZONTAL
ASSEMBLY.

6. BUILDINGS WITH SLOPED ROOFS IN ACCORDANCE WITH
SECTION 706.6.2.
706.6.1 STEPPED BUILDINGS. WHERE A FIRE WALL SERVES AS AN

EXTERIOR WALL FOR A BUILDING AND SEPARATES BUILDINGS HAVING

DIFFERENT ROOF LEVELS, SUCH WALL SHALL TERMINATE AT A POINT NOT LESS THAN 30 INCHES (762 MM) ABOVE THE LOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 15 FEET (4572 MM) ABOVE THE LOWER ROOF IS NOT LESS THAN 1-HOUR FIRE-RESISTANCERATED CONSTRUCTION FROM BOTH SIDES WITH OPENINGS PROTECTED

BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.

EXCEPTION: WHERE THE FIRE WALL TERMINATES AT THE

UNDERSIDE OF THE ROOF SHEATHING, DECK OR SLAB OF THE
LOWER ROOF, PROVIDED THAT:

1. THE LOWER ROOF ASSEMBLY WITHIN 10 FEET (3048MM) OF
THE WALL HAS NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING AND THE ENTIRE LENGTH AND SPAN OF SUPPORTING
ELEMENTS FOR THE RATED ROOF ASSEMBLY HAS A FIRERESISTANCE RATING OF NOT LESS THAN 1 HOUR.

2. OPENINGS IN THE LOWER ROOF SHALL NOT BE LOCATED
WITHIN 10 FEET (3048 MM) OF THE FIRE WALL.
706.8 OPENINGS. EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.5 AND SHALL NOT EXCEED 156 SQUARE FEET (15 m2). THE AGGREGATE WIDTH OF
OPENINGS AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF THE WALL.

EXCEPTIONS:

1. OPENINGS ARE NOT PERMITTED IN PARTY WALLS
CONSTRUCTED IN ACCORDANCE WITH SECTION 706.1.1.

2. OPENINGS SHALL NOT BE LIMITED TO 156 SQUARE
FEET (15 m2) WHERE BOTH BUILDINGS ARE EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.
706.9 PENETRATIONS. PENETRATIONS OF FIRE WALLS SHALL COMPLY WITH SECTION 714.
706.10 JOINTS. JOINTS MADE IN OR BETWEEN FIRE WALLS SHALL COMPLY WITH SECTION 715.
706.11 DUCTS AND AIR TRANSFER OPENINGS. DUCTS AND AIR
TRANSFER OPENINGS SHALL NOT PENETRATE FIRE WALLS.

EXCEPTION: PENETRATIONS BY DUCTS AND AIR TRANSFER

OPENINGS OF FIRE WALLS THAT ARE NOT ON A LOT LINE SHALL

BE ALLOWED PROVIDED THE PENETRATIONS COMPLY WITH
SECTION 717. THE SIZE AND AGGREGATE WIDTH OF ALL

OPENINGS SHALL NOT EXCEED THE LIMITATIONS OF SECTION
706.8.

FLOOR AREA ALLOWED
TOTAL FLOOR AREA PROVIDED 10,875 SF
31,920 SF
LEVELS 3-7 TYPE III-A NL -- NL -- NL -- NL --

NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP -- NP --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% -- NL -- NL -- NL -- NL -- 45% -- 45% -- 45% -- 45% --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- 45% -- 45% --

NL -- NL -- NL -- NL -- NL -- NL -- NL --

NL -- NL -- NL --

NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- NL -- AR0.42
2 SOUTH RAILROAD AVENUE
EAST 4TH AVENUE
E
A
S
T FR
O
N
T
A
G
E ≥20' WID
E
108' - 4"
EAST FRONTAGE ≥20' WIDE
135' - 4"
WEST FRONTAGE <20' WIDE
135' - 4"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING

NP -- NP -- NP -- NP -- NP -- NP --NP -- NP -- NP -- NP -- 45% -- 45% -- 45% -- 45% -- 45% -- 45% --
AR0.42
3 PARTIAL WALL AREA LEVELS 3-7: 253 SF
OPENING AREA LEVELS 3-7: 56 SF
OPENING PERCENTAGE: 22%
PARTIAL WALL AREA LEVELS 2-7: 173 SF
OPENING AREA LEVELS 2-7: 14 SF
OPENING PERCENTAGE: 8%
PARTIAL WALL AREA LEVELS 3-7: 195 SF
OPENING AREA LEVEL 2: 84 SF
OPENING PERCENTAGE: 43%
14' - 0" 25' - 4" 10' - 0"
10' - 0"
23' - 6"
10' - 0"
66' - 0"
10' - 0"
19' - 6"

IMAGINARY PROPERTY LINE
10' - 0"
SOUTH FRONTAGE <20' WIDE
108' - 3"
P
U
BLIC
R.O.W.
20' - 0"
PUBLIC R.O.W.
70' - 0"
P
U
BLIC
R.O.W.
20' - 0"

SEPARATION

DISTANCE
LEGEND FIRE SEPARATION DISTANCE (TABLE 705.8)

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE

SEPARATION DISTANCE WITH UNPROTECTED OPENINGS IN

BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1
0'-0" < 3'-0"

ALLOWABLE
AREA

NP -- NP -- NOT PERMITTED
3'-0" < 5'-0"15% -- 15% -- 15%
5'-0" < 10'-0"25% -- 25% -- 25%
10'-0" < 15'-0"45% -- 45% -- 45%
15'-0" < 20'-0"75% -- 75% -- 75%
> 20'-0"NL -- NL -- NO LIMIT
1/27/2022 11:45:41 AM
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# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:36:29 P
M
AR0.43
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

ALLOWABLE AREA /

OPENINGS CALCULATIONS

BESPOKE
1/8" = 1'-0"
FLOORS 3-7 1

B OFFICE
R-2 RESIDENTIAL
S-1 & S-2

STORAGE &
MAINTENANCE FLOOR 2 10,833
A-2 & A-3 DINING & LOBBY TYPE I-A UNLIMITED UNLIMITED UNLIMITED UNLIMITED UNLIMITED UNLIMITED FLOOR 1 15,276 26,109

BUILDING A - TYPE I-A
FLOOR 7 10,875
FLOOR 6 10,875
85 FEET FLOOR 5 10,875
R-2 ACCESSORY 5 STORIES FLOOR 4 10,875
R-2 RESIDENTIAL TYPE III-A 24,000 24,000 33% 7,920 31,920 2 63,840 5 + 20 FT + 1 ST FLOOR 3 10,875 54,375

BUILDING B - TYPE III-A
with HT increase SEE PERIMETER/FRONTAGE TABLE THIS SHEET At for SM NS If (NS x If) At + (NS x If) Sa Equation 5-2 TABLE 506.2 TABLE 506.2 SEC. 506.3 SEC. 506.3 SEC. 506.2.3 SEC. 506.2.3 SEC. 506.2 TABLE 504.4 TABLE 506.2 PROPOSED PROPOSED CHAPTER 3 TABLE 1004.5 TYPE AREA FACTOR AREA FACTOR ALLOWED % ALLOWED SF FLOOR AREA ALLOWABLE AREA NO. STORIES STORIES / HT. NUMBER FLOOR (SQ FT) SF OCCUPANCY USE CONSTRUCTION TABULAR TABULAR FRONTAGE FRONTAGE ALLOWABLE MULTI-STORY ALLOWABLE ALLOWABLE SPR. INCREASE FLOOR AREA PER TOTAL NOTE: SPRINKLERS ARE USED FOR 20' INCREASE IN HEIGHT AND INCREASE OF ONE STORY. SPRINKLERS ARE NOT USED FOR AREA INCREASE.

NOTE: ALL BUILDINGS ARE FULLY SPRINKLERED PER NFPA 13
CALIFORNIA BUILDNG CODE: 2022
LAST UPDATE: FEBRUARY 16, 2024

HARVEST / ALTA
BESPOKE, SAN MATEO ALLOWABLE BUILDIN...
50% 0.33
LENGTH 108.33 135.33 108.33 135.33 487.32
>20' FRONTAGE 108.33 135.33 0.00 0.00 243.66

BUILDING B - TYPE III-A
NORTH EAST SOUTH WEST SUM RATIO TABLE 506.3.3

FRONTAGE INCREASE FACTOR
LAST UPDATE: MARCH 8, 2024

BESPOKE, SAN MATEO PERIMETER / FRONTAGE CALCULATION TABLE 36 Bikes
12 Bikes 16 Bikes
24 Bikes
DN
S. RAILROAD AVENUE
E. 4TH AVENUE

LEASING OFFICE

YOUTH ROOM
MENS

WOMENSPREP KITCHEN
STAIR 2
E. 5TH AVENUE
S. B STREET

COMMERCIAL OFFICE BUILDING
(NIC)
LOBBY

SELF HELP

STORAGE

SELF HELP /

HICAP OFFICE

BIKE ROOM

DINING ROOM

GARAGE ENTRY

BREAK ROOM
ELEV

ELEV MECH

RESIDENT

SERVICES

MAINTENANCE
TRASH

TERMINATION
STAIR 1

ELECTRICAL

UTILITY ROOM
MIDPOINT OF R.O.W.
23' - 0"

SIDEWALK
12' - 0"
PUBLIC R.O.W.
70' - 0"
MID
P
OIN
T
OF R.O.W.
6' - 6"
SID
E
WALK
5' - 6"
P
U
BLIC
R.O.W.
20' - 0"
150' - 0"
110' - 0"

RESTROOM
SEE LANDSCAPE DRAWINGS (L1.0) FOR

LOCATIONS AND DIMENSIONS OF STREET

IMPROVEMENTS INCLUDING STREET TREES,
PLANTERS, SITE FURNISHINGS, AND BIKE RACKS.

SEE CIVIL DRAWINGS (C2.10 & C3.01) FOR LOCATIONS

AND DIMENSIONS OF STREET IMPROVEMENTS &

UTILITIES INCLUDING SIDEWALKS, CURBS, METERS,
POLES, PARKING & LOADING SPACES, AND EASEMENTS.

EXTENT OF PROJECTED OVERHANG AT ROOF CORNICE
1' - 0"
1' - 0"
+0'-0"
+0'-8 3/4"
-0'-3 5/8"
-0'-6 1/2"
PROJECT DATUM = CIVIL 97.97'
55' - 0"
MAIL
+1'-6 5/8"
-0'-3 5/8"JANITOR CLOSET

ELEV MECH
1/27/2022 11:45:41 AM
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# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
0' 32' 16' 32'
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
1/16" = 1'-0"
6/17/2024 2:36:55 P
M
AR1.00
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

SITE PLAN

BESPOKE
1/16" = 1'-0"
SITE PLAN - FLOOR 1 PLAN 1
UP
DN
36 Bikes
UP
UP
12 Bikes 16 Bikes
24 Bikes
AR3.10
2 AR3.10
1 RAMP DN
407 SF

LEASING OFFICE
368 SF

YOUTH ROOM
200 SF
MENS
212 SF
WOMENS
539 SF

ELECTRICAL
3 AR3.20
____________
419 SF

PREP KITCHEN
STAIR 2
1 AR3.20
____________
2 AR3.20
____________
AR3.01
2 AR3.01
1 1
AR3.21
____________
2 AR3.21
____________
789 SF

BIKE ROOM
253 SF

SELF HELP STORAGE
1,888 SF

SELF HELP / HICAP OFFICE
771 SF
LOBBY
2,525 SF

DINING ROOM
ELEV
11' - 0 3/4"
321 SF

BREAK ROOM
103 SF

ELEV MECH
310 SF

RESIDENT SERVICES
323 SF

UTILITY ROOM

CORRIDOR
108 SF

SECURE STORAGE
5' - 0" 15' - 8" 5' - 0" 15' - 8" 5' - 0" 15' - 8" 5' - 0" 15' - 8" 5' - 0" 15' - 8" 5' - 0" 1' - 2 1/4" 4' - 0" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 1 3/4" 5' - 0" 16' - 6 1/4" 2' - 3" 576 SF

TRASH TERMINATION
STAIR 1
1' - 3"
361 SF

MAINTENANCE

GARAGE ENTRY
FIX-IT
5' - 6"

1.05 1.10

1.12 1.11

1.13 1.23

1.24 1.22

1.17 1.34

1.33 1.32

1.07 1.19

1.03 1.37

1.36 1.35

1.01 1.02

1.40 1.38

1.04 5' - 6"
5' - 0"
74 SF

CLASSROOM STORAGE
70 SF

RESTROOM
3CY
3CY
3CY
8' - 6"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING
PLs
PLw
GARAGE RAMP6"
108' - 6"
145' - 0"
4' - 0"
S. RAILROAD AVENUE
E. 4TH AVENUE
S4
S5 S6
S4
S3
S2
S1
IS1 IS1 IS1

DISTANCE TO MAIN
BUILDING ENTRANCE = 96'-0"
MAIL
5' - 0"
5' - 1"
244"
174"
3' - 8"
15' - 2"

1.08 5' - 8"
PLe
PLn
4 AR3.20
____________
15' - 2"

4.9% 4.9%
5' - 6"

4.6%

4.9%

4.9%

4.6% 18.0%
1 4.9%
133 SF

JANITOR CLOSET

1.06 1.16

PACKAGE

LOCKERS

9.0%

4.9%
S6
S5
3CY
3CY 3CY
1/27/2022 11:45:41 AM
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# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/16" = 1'-0"
6/17/2024 2:36:56 PM
AR2.01
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
FLOOR 1

BESPOKE
3/16" = 1'-0"
PLANNING - BUILDING PLAN - FLOOR 1 1

RAILROAD AVE
UP
UP DN
AR3.10
2 AR3.10
1 ELEVATOR
800 SF
B2.1
430 SF
S2.0
3 AR3.20
____________
1 AR3.20
____________
2 AR3.20
____________
960 SF
C1.1
1,235 SF
C2.1
AR3.01
2 AR3.01
1 43' - 3 1/4"
56' - 3 3/8"
4' - 4 3/8"
7' - 9 1/4"
29' - 10"

CORRIDOR
1 AR3.21
____________
2 AR3.21
____________
907 SF
B1.1
4,271 SF

AMENITY TERRACE
404 SF
S3.0
517 SF

LAUNDRY ROOM
1,631 SF

COMMUNITY ROOM
450 SF
A1.1
17' - 9 5/8"
108' - 4"
64' - 11 3/4"
494 SF
A4.1
550 SF
A5.0

IDF CLOSET
20' - 0 1/4"
5' - 0"
381 SF
S1.0
5' - 0"
540 SF
A6.0
10' - 8"
STAIR 2
AR0.42
2 2.03

2.06 2.11

2.12 2.13

2.05 2.04

2.01 2.02

CORRIDOR

2.15 H.E.

H.E.
1' - 2 1/4" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5 3/4"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING
PLs
PLw
4' - 0" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 9 3/4" 5' - 8" 5' - 0" 21' - 10 1/8"
STAIR 1
5' - 0"
5' - 9"
8' - 6"
1' - 1 1/8"
S. RAILROAD AVENUE
E. 4TH AVENUE
B3 B3 B3 B3 B3 B3 B3 B3 B3 B3 B3
B3
B3
B3
B3
B3
B3
B3
B4
B4
B4
B3
B4
A2
B3
B3
B3
A1
A2
B4
2 AR3.05
1 AR3.05
3' - 5"
4 3/4"2' - 0"1' - 11 7/8" 5' - 8"
2' - 7" 5' - 8" 3' - 5 1/2" 2' - 0"
8 1/8"
AR0.42
3 PLe
PLn
125' - 11 3/4"
4 AR3.20
____________
1 4" 4"
10'-3 3/4" 2'-9 3/4" 10'-1 1/2" 8 1/2" 9'-1 1/8" 4 7/8" 9'-11 1/2" 8 1/2" 15'-10" 8 1/2" 9'-8 1/8" 1'-6 1/4" 8 1/4" 9'-7" 4 7/8" 8'-3" 8 1/2" 12'-5" 8 1/2" 19'-7 1/4" 1/27/2022 11:45:41 AM
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SHEET NAME:

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PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/16" = 1'-0"
6/17/2024 2:37:00 PM
AR2.02
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
FLOOR 2

BESPOKE
3/16" = 1'-0"
PLANNING - BUILDING PLAN - FLOOR 2 1
AR3.10 2
AR3.10 13
AR3.20
____________
1 AR3.20
____________
2 AR3.20
____________
AR3.01 2
AR3.01 1
1 AR3.21
____________
2 AR3.21
____________

ELEVATOR
960 SF
C1.0
569 SF
A3.0
855 SF
B4.0
565 SF
A2.0
540 SF
A1.0
1,240 SF
C2.0
798 SF
B2.0

IDF CLOSET
907 SF
B1.0
854 SF
B3.0
936 SF
C4.0

3.03 3.06

3.07 3.01

3.05 3.02

3.04 506 SF
A4.0

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING
PLs
PLw
56' - 3 3/8"
4' - 4 3/8"
7' - 9 1/4" 29' - 9 3/4"
17' - 9 7/8"
108' - 4"
64' - 11 3/4"
5' - 0 1/2"
10' - 8"
21' - 10 1/8"
5' - 0"
CL
9' - 5 3/8"
5' - 1"
5 3/4" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 5' - 8" 4' - 4" 5' - 8" 5' - 0" 1' - 2 1/4" S. RAILROAD AVENUE
E. 4TH AVENUE
B1
B2
B2
A1
B2
B2
B2
B2
B2
B2
B2
B2
B2 B2 B2 B2 B2
B2 B2 B2
B2
B2
B2
B2
B2
B2
B2
B2
B2 B2 B2
B2
B2
3' - 1" 5' - 8" 3' - 3 3/4" 5' - 8" 3' - 4" 5' - 8" 3' - 1" 10' - 5 1/4"
10' - 11 7/8"
2' - 5 3/4" 5' - 8" 3' - 4" 5' - 8" 8 1/8"
2' - 0"1' - 11 7/8" 5' - 8" 4' - 8 3/4" 5' - 8" 1' - 4 3/4" 3' - 2 3/4" 5' - 8" 4' - 8 3/4" 5' - 8" 4' - 8 3/4" 5' - 8" 4' - 8 3/4" 5' - 8" 4' - 8 3/4" 5' - 8" 2' - 8 7/8" 2' - 0"
1' - 0 3/4"
A1
A1
STAIR 1
PLe
PLn
4 AR3.20
____________
STAIR 2
125' - 11 3/4"
20' - 0 1/4"49' - 3 1/4" 15' - 8 3/4"
65' - 0"
5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 10" 5' - 8" 5' - 0" 5' - 8" 3' - 9 3/4" 5' - 8" 5' - 0" B2 B2
A1
B2
920 SF
C3.0
1 4' - 0"
5'-0" 15'-8" 5'-0" 15'-8" 5'-0" 15'-8" 5'-0" 15'-8" 5'-0" 15'-8" 5'-0" 9'-6" 4 3/4" 8'-6" 4 3/4" 10'-0"
5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 2" 5' - 0" 15' - 1 3/4" 5' - 0" 56'-3 3/8"
7'-5"
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
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SHEET NUMBER:

STAMP:
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SHEET NAME:

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PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/16" = 1'-0"
6/17/2024 2:37:02 PM
AR2.03
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA
FLOORS 3-7

BESPOKE
3/16" = 1'-0"
FLOOR 3-7 PLAN
1 DN
AR3.10 2
AR3.10 13
AR3.20
____________
1 AR3.20
____________
2 AR3.20
____________
AR3.01 2
AR3.01 1

2.1%

2.1%

2.1%

2.1%

2.5%

3.8% 3.8% 2.5% 2.5%

3.0% 3.0% 2.5%
+76'-3"

2.4%

3.3%

2.7%

8.5%

2.9%

2.4%

4.2%

2.8%

4.2%

2.8%
TOTAL ROOF AREA: 11,468 SF
SOLAR READY AREA MIN 15%
SOLAR READY AREA: 1720 SF

NO PENETRATION ZONE
4'-0" EACH SIDE OF 3HR WALL BELOW
9' - 0"

EBMS ACCESS ZONE
5'-0" @ PERIMETER WALLS
5' - 0"

COMMERCIAL OFFICE BUILDING

COMMERCIAL OFFICE BUILDING

SKID MOUNT WATER HEATER
PLs
PLw
4' - 4 3/8"
7' - 9 1/4"
29' - 9 3/4"
17' - 9 7/8"
20' - 0 1/4"
21' - 10 1/8"
135' - 4"
S. RAILROAD AVENUE
E. 4TH AVENUE

1.9%
PLe
PLn
4 AR3.20
____________
STAIR 1
1 1/27/2022 11:45:41 AM
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# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
TRUE
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023

PROJECT NORTH
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/16" = 1'-0"
6/17/2024 2:37:02 PM
AR2.04
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

ROOF PLAN

BESPOKE
3/16" = 1'-0"

PLANNING - ROOF PLAN
1 WINDOW & STOREFRONT
'ARCH BRONZE'
DRAGON'S BREATH BM 1547

PAINT - PRIMARY
"TWISTED OAK", OR SIM.

BM 226

PAINT - SECONDARY & TRIM
"KITTY GRAY", OR SIM.

BM 1589
ABD
1 BRICK VENEER, COLOR: LIGHT
TAN / WHITE OR SIM. @ 4TH &

RAILROAD ELEVATIONS ONLY
2 METAL PANELS (ALT - SMOOTH

CEMENT PLASTER)
COLOR: BLACK OR SIM.

CEMENT PLASTER, SMOOTH SAND
(SAMPLE FOR TEXTURE ONLY) 3

RECESSED VINYL NAIL FIN

WINDOWS
COLOR: BLACK OR SIM. 4

MTL AWNING, PAINTED

BUILDING SIGNAGE

STOREFRONT TO MATCH VINYL
WINDOW COLOR 79 GARAGE ACCESS

RESIDENTIAL ENTRANCE

DOWNWARD LIT BUILDING SCONCE
FOAM TRIM W/ PLASTER COAT, PTD, OR SIM.

SHEET METAL, OR SIM.

METAL RAILING & PLANTED AREA

BRICK SOLDIER COURSE

NOT USED

BLOCK GLASS

METAL BRACKETS

REVEAL JOINT

ACCENT TILE
10 11
125
68 13
14 15
16 PAINT - SECONDARY
"HUSHED HUE", OR SIM.

BM 1520
C
17 18
19 FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
16' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 3D 1489 112D 175 156D17
3C
12 13D
1 4A
8 12
183B
19 3D
12DD .
81' - 0"
T.O. PARAPET
D
3D
FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" 5' - 0"
81' - 0"
8 D
56D1 11
2 3CD
A
10 4
7 13
15 17
3B
18 3D
19 12
12 12D .
81' - 0"
T.O. PARAPET
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PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:37:05 PM
AR3.01
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

BUILDING MATERIAL

ELEVATIONS

BESPOKE
3/32" = 1'-0"

MATERIAL ELEVATION EAST - S RAILROAD AVENUE
2 3/32" = 1'-0"
MATERIAL ELEVATION NORTH - E 4TH AVENUE
1 1
RAILROAD AVE.

E 4TH AVE
2 1/27/2022 11:45:41 AM
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# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/32" = 1'-0"
6/17/2024 2:37:07 PM
AR3.02
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

PERSPECTIVE VIEW

RENDERINGS

BESPOKE
S RAILROAD & E 5TH AVENUE 3 S RAILROAD & E 4TH AVENUE 1 RAILROAD AVE.

E 4TH AVE
3 1
RAILROAD AVE.

E 4TH AVE
RAILROAD AVE.

E 4TH AVE
2 BLOCK ELEVATION - E 4TH AVENUE 1
FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT

PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS

WINDOW & STOREFRONT
'ARCH BRONZE'
DRAGON'S BREATH BM 1547

PAINT - PRIMARY
"TWISTED OAK", OR SIM.

BM 226

PAINT - SECONDARY & TRIM
"KITTY GRAY", OR SIM.

BM 1589
A
B
D
1 BRICK VENEER, COLOR: LIGHT
TAN / WHITE OR SIM. @ 4TH &

RAILROAD ELEVATIONS ONLY
2 METAL PANELS (ALT - SMOOTH

CEMENT PLASTER)
COLOR: BLACK OR SIM.

CEMENT PLASTER, SMOOTH SAND
(SAMPLE FOR TEXTURE ONLY)
3 RECESSED VINYL NAIL FIN

WINDOWS
COLOR: BLACK OR SIM.
4 MTL AWNING, PAINTED

BUILDING SIGNAGE

STOREFRONT TO MATCH VINYL

WINDOW COLOR
7 9 GARAGE ACCESS

RESIDENTIAL ENTRANCE

DOWNWARD LIT BUILDING SCONCE
FOAM TRIM W/ PLASTER COAT, PTD, OR SIM.

SHEET METAL, OR SIM.

METAL RAILING & PLANTED AREA

BRICK SOLDIER COURSE

NOT USED

BLOCK GLASS

METAL BRACKETS

REVEAL JOINT

ACCENT TILE
10 11
12 5 6
8 13
14 15
16 PAINT - SECONDARY
"HUSHED HUE", OR SIM.

BM 1520
C
17 18
19 1
2 D
A
11 7
3 B
4 6 D
8 15
5 A
8 8
15 4 A
3 D
3 C
3 D
17 10
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# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
12" = 1'-0"
6/17/2024 2:37:08 PM
AR3.03
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

MATERIAL BOARD

BESPOKE
PERSPECTIVE - E 4TH AVENUE 1
FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT

PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS
HABITABLE AREA: 85 SF
NET GLAZED AREA: 30 SF
GLAZED AREA: 35%
HABITABLE AREA: 116 SF
NET GLAZED AREA: 30 SF
GLAZED AREA: 26%
HABITABLE AREA: 305 SF
NET GLAZED AREA: 30 SF
GLAZED AREA: 10%
HABITABLE AREA: 112 SF
NET GLAZED AREA: 20 SF
GLAZED AREA: 18%
HABITABLE AREA: 155 SF
NET GLAZED AREA: 30 SF
GLAZED AREA: 19%
1/27/2022 11:45:41 AM
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PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
1/4" = 1'-0"
6/17/2024 2:37:09 PM
AR3.05
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

UNIT NATURAL LIGHT

CONDITIONS

BESPOKE
1/4" = 1'-0"
B2.1 (LEVEL 2) - GLAZING
1 1/4" = 1'-0"
A1.1 (LEVEL 2) - GLAZING
2 A
B
C
A
B
BA
BA
C
RAILROAD AVE.

E 4TH AVE
RAILROAD AVE.

E 4TH AVE
LEVEL 2

COURTYARD
LEVEL 2

COURTYARD
FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT

PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS
◆◆
◆◆ ◆◆ ◆◆ ◆◆ ◆◆
◆◆ ◆◆◆◆
HABITABLE AREA: 89 SF
NET GLAZED AREA: 42 SF
GLAZED AREA: 47%
HABITABLE AREA: 118 SF
NET GLAZED AREA: 42 SF
GLAZED AREA: 36%
HABITABLE AREA: 307 SF
NET GLAZED AREA: 42 SF
GLAZED AREA: 14%
HABITABLE AREA: 115 SF
NET GLAZED AREA: 42 SF
GLAZED AREA: 37%
HABITABLE AREA: 223 SF
NET GLAZED AREA: 42 SF
GLAZED AREA: 19%
1/27/2022 11:45:41 AM
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# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
1/4" = 1'-0"
6/17/2024 2:37:10 PM
AR3.06
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

UNIT NATURAL LIGHT

CONDITIONS

BESPOKE
A
B
C
A
B
BA
BA
C
RAILROAD AVE.

E 4TH AVE
RAILROAD AVE.

E 4TH AVE
LEVELS 3-7
LEVELS 3-7
1/4" = 1'-0"
B2.0 (LEVELS 3-7) - GLAZING
1 1/4" = 1'-0"
A1.0 (LEVELS 3-7) - GLAZING
2 FOR ILLUSTRATIVE PURPOSES ONLY. ALL RELEVANT

PROJECT DETAILS ARE INCLUDED IN THE DRAWING SHEETS
A. U.O.N. DIMENSIONS ARE TO FACE OF STUD OR
FOUNDATION WALL, TYP. (FOR TYPE III OR TYPE V)

FOR METAL-FRAMED BUILDINGS THE DIMENSIONS
ARE TO THE FACE OF DRYWALL.

B. SITE ELEVATION HEIGHT OF XXX.XX' = 0'-0" DATUM.

C. SEE A0.2X FOR ACCESSIBILITY AND ADAPTABILITY
REQUIREMENTS.

SEE SHEET A10.X FOR WALL TYPE SCHEDULE AND
TYPICAL ASSEMBLIES.

D. SEE LANDSCAPE DRAWINGS FOR INFORMATION

REGARDING THE GRADING OF ALL EXTERIOR
AREAS.

REFER TO 1/4" STAIR DRAWINGS FOR INFORMATION
NOT SHOWN HERE.

E. G.C. SHALL COORDINATE PLUMBING & MECHANICAL

VENTS TO MINIMIZE ROOF PENETRATIONS AS
PERMITTED BY CBC.

F. G.C. TO COORD. AND INSTALL VENTING FOR ALL

CONCEALED ROOF AREAS AND OTHER FRAMED
VOIDS.

G. ROOF SLOPES NOTED ARE MINIMUMS. ROOF

SLOPES OF CRICKETS ARE SHOWN

DIAGRAMMATICALLY ON ROOF PLANS AND MAY
EXCEED 1/4"/1'-0",TO ACHIEVE PROPER ROOF
DRAINAGE AS SHOWN. G.C. TO INCLUDE AND

COORDINATE ROOF CRICKETS IN FIELD FOR

PROPER DRAINAGE N ACCORDANCE WITH CODE
AND ROOF MANUFACTURER'S WARRANTY.

H. G.C. SHALL PROVIDE SAFETY GLAZING IN ALL
LOCATIONS REQUIRED BY CBC SECTION 2406 AND
AS REQUIRED BY CHAPTER 7.

I. G.C. SHALL INCLUDE GSM FLASHING AT ALL
MATERIAL TRANSITIONS. ALL GSM FLASHING SHALL

BE GALVANIZED OR BONDERIZED AND PAINTED OR

RECEIVE COATINGS TO MATCH SURROUNDING
MATERIALS.

J. CONCRETE CURBS SHALL BE INCLUDED AS

INDICATED IN ARCHITECTURAL DRAWINGS IN

ADDITION TO CURBS SHOWN ON STRUCTURAL
DRAWINGS.

K. THRESHOLDS MUST BE COMPLIANT AT ALL
INTERIOR AND EXTERIOR DOORS, MAX 1/2" HEIGHT.

L. PROVIDE BUILT-UP EPOXY GROUT LEVELING

COMPOUND AT DECKS AS REQ'D TO PROVIDE
LEVEL SURFACE AND 1/2" MAX THRESHOLD.

FEATHER LEVELING COMPOUND INTO DECK
SURFACE AT MAX. 2% SLOPE.

M. THE G.C. SHALL INCLUDE IN THE GMP THE LABOR

AND MATERIALS TO PROVIDE A COMPLETE COLD

FORMED METAL FRAMED AND GYPSUM WALL
BOARD WALL AND CEILING SYSTEM. NOT EVERY

ASPECT OF EVERY GYPSUM WALLBOARD DETAIL,

ACCESSORY, TRANSITION OR TERMINATION DETAIL
IS INDICATED IN THE CONTRACT DOCUMENTS.

N. ACOUSTIC SEALANT WHERE INDICATED IN

DRAWINGS AND SPECS SHALL BE FIRE RATED AND

INSTALLED TYPICALLY THROUGHOUT THE PROJECT

AS REFERENCED IN THE CONTRACT DOCUMENTS,
AND IN THE ACOUSTICAL REPORTS.

O. G.C. TO COORDINATE AND VERIFY ELEVATION OF
TOP OF SLAB. GC TO PLACE CONCRETE STEP
SUCH THAT FINISH SIDEWALK IS LEVEL W/ T.O.S.

P. ALL WINDOWS U.O.N. SHALL BE DOUBLE PANE

INSULATING GLASS FILLED WITH ARGON GAS &
HAVE A LOW-E COATING. SEE SHEET A10.40 FOR
WINDOW SCHEDULE.

Q. ADDRESS SIGNAGE ON BUILDING ELEVATION SHALL

BE CLEARLY VISIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. EACH CHARACTER
SHALL BE A MINIMUM OF 4" HIGH AND WITH A
MINIMUM STROKE WIDTH OF 1/2" WIDE, INSTALLED
ON A CONTRASTING BACKGROUND PER CBC 501.2
R. ALL EXTERIOR MATERIALS RETURN TO THE NEXT
INSIDE CORNER U.O.N.

GENERAL NOTES
FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
4' - 6" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" . 81' - 0"
T.O. PARAPET
81' - 0"
EXISITING GRADE @
PL CORNER = 98.10' EXISITING GRADE @ PL EDGE = 99.72' BUILDING HEIGHT FROM EXISTING GRADE AT PROPERTY CORNER 75' - 10 1/2" BUILDING HEIGHT FROM EXISTING GRADE AT PROPERTY EDGE 74' - 3" 80' - 10 1/2" 85' - 4 1/2" FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE.
81' - 0"
T.O. PARAPET
16' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 5' - 0" 4' - 6" 81' - 0"
76' - 0"
EXISITING GRADE @ PL EDGE = 97.38' EXISITING GRADE @ PL CORNER = 98.10' BUILDING HEIGHT FROM EXISTING GRADE AT PROPERTY CORNER 75' - 10 1/2" = CIVIL 97.97'

BUILDING HEIGHT FROM EXISTING GRADE AT PROPERTY EDGE
76' - 7 1/8"
86' - 1 1/8"
81' - 7 1/8"
1/27/2022 11:45:41 AM
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PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:37:13 PM
AR3.10
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

BUILDING ELEVATIONS

BESPOKE
1/8" = 1'-0"
BUILDING ELEVATION NORTH - E 4TH AVENUE
1 SHEET NOTES

SHEET NOTE LIST ONLY INCLUDES NOTES USED ON THIS

SHEET, AND MAY NOT APPEAR IN NUMERICAL ORDER
1/8" = 1'-0"

BUILDING ELEVATION EAST - S RAILROAD AVENUE
2 FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE

BASEMENT
-15' - 0"
T.O. SLAB
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
3 AR3.20
____________
2 AR3.20
____________
A4.0
A4.1 ELEVATOR
4' - 6" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" 15' - 0"

TYPE I-A TYPE III-A
A1.0
LOBBY

DINING ROOM
A1.1
GARAGE
GARAGE
PLw

SEE COMMERCIAL DRAWINGS

COMMERCIAL OFFICE BUILDING

RESIDENTIAL

SCOPE BOUNDARY
.
81' - 0"
T.O. PARAPET
76' - 0"

S RAILROAD
AVENUE
SEE AR3.21 FOR STREET WALL
ENCROACHMENTS 75' - 0" HEIGHT LIMIT W/ SIGNIFICANT PUBLIC BENEFIT* 55' - 0" HEIGHT LIMIT W/O SIGNIFICANT PUBLIC BENEFIT* A1.0
A1.0
A1.0
A1.0A4.0
A4.0
A4.0
A4.0
*MEASURED FROM

LOWEST POINT OF
EXISTING GRADE = 97.38'
PLe
STAIR 2

ELECTRICAL

HORIZONTAL UTILITY
SHAFT

RESIDENT SERVICES
STAIR 2
FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE

BASEMENT
-15' - 0"
T.O. SLAB
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
4' - 6" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" 1 AR3.20
____________
C2.1
C2.0

SELF HELP / HICAP
OFFICE

AMENITY TERRACE
GARAGE

UTILITY ROOM
C2.0
C2.0
C2.0
C2.0 B2.0
B2.0
B2.0
B2.0
B2.0
B2.1
PLs

GARAGE RAMP

SEE COMMERCIAL DRAWINGS

COMMERCIAL OFFICE BUILDING

RESIDENTIAL

SCOPE BOUNDARY
.
81' - 0"
T.O. PARAPET
76' - 0"
E 4th AVENUE
SEE AR3.21 FOR STREET WALL
ENCROACHMENTS 75' - 0" HEIGHT LIMIT W/ SIGNIFICANT PUBLIC BENEFIT* 55' - 0" HEIGHT LIMIT W/O SIGNIFICANT PUBLIC BENEFIT*

BIKE ROOM
*MEASURED FROM

LOWEST POINT OF
EXISTING GRADE = 97.38'
PLn 4
AR3.20
____________
STAIR 2
1 FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE

BASEMENT
-15' - 0"
T.O. SLAB
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
1 AR3.20
____________

DINING ROOM
C1.0
C1.0
C1.0
A4.1
A4.0
A4.0
A3.0
A3.0
A3.0
A3.0
A3.0
B3.0
B3.0
B3.0
B3.0
B3.0
STAIR 1
GARAGE

PREP KITCHEN

TRASH TERMINATION
C1.0
C1.0
C1.1
A4.0
A4.0
A4.0
S1.0S3.0 A5.0 S2.0 A6.0

SEE COMMERCIAL DRAWINGS
PLs

COMMERCIAL OFFICE BUILDING

RESIDENTIAL

SCOPE BOUNDARY
.
81' - 0"
T.O. PARAPET
4' - 6" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" 76' - 0"
E 4th AVENUE
SEE AR3.21 FOR STREET WALL
ENCROACHMENTS 75' - 0" HEIGHT LIMIT W/ SIGNIFICANT PUBLIC BENEFIT* 55' - 0" HEIGHT LIMIT W/O SIGNIFICANT PUBLIC BENEFIT* *MEASURED FROM

LOWEST POINT OF
EXISTING GRADE = 97.38'
PLn
4 AR3.20
____________
C3.0
C3.0
C3.0
C3.0
C3.0
1 FLOOR 1
0' - 0"

PROJECT DATUM
FLOOR 2
16' - 0"
T.O. SLAB
FLOOR 3
26' - 0"
T.O. SLAB
FLOOR 4
36' - 0"
T.O. SUBFLOOR
FLOOR 5
46' - 0"
T.O. SUBFLOOR
FLOOR 6
56' - 0"
T.O. SUBFLOOR

STAIR PENTHOUSE ROOF
85' - 6"
T.O. PLATE

BASEMENT
-15' - 0"
T.O. SLAB
FLOOR 7
66' - 0"
T.O. SUBFLOOR
ROOF
76' - 0"
T.O. PLATE
3 AR3.20
____________
2 AR3.20
____________
PLw
.
81' - 0"
T.O. PARAPET
PLe
4' - 6" 5' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 16' - 0" 15' - 0"

TYPE I-A TYPE III-A
GARAGE

COMMERCIAL OFFICE BUILDING

RESIDENTIAL

SCOPE BOUNDARY
76' - 0"

S RAILROAD
AVENUE
SEE AR3.21 FOR STREET WALL
ENCROACHMENTS 75' - 0" HEIGHT LIMIT W/ SIGNIFICANT PUBLIC BENEFIT* 55' - 0" HEIGHT LIMIT W/O SIGNIFICANT PUBLIC BENEFIT* *MEASURED FROM

LOWEST POINT OF
EXISTING GRADE = 97.38'

AMENITY TERRACE

SELF HELP / HICAP
OFFICE

GARAGE RAMP

GARAGE ENTRY
A6.0
C4.0
C4.0
C4.0
C4.0
C4.0

FIRE PUMP ROOM
C3.0

2.1%
8' - 11 3/8"
C3.0
C3.0
C3.0

COMMUNITY ROOM
C3.0
21' - 8 1/4" 10' - 0" 66' - 0" 10' - 0"
MIN
CLR.
8' - 2"

4.6% 9.0%

18.0%

9.0% [No Slope]
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
3/32" = 1'-0"
6/17/2024 2:37:26 PM
AR3.20
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

BUILDING SECTIONS

BESPOKE
3/32" = 1'-0"
BUILDING SECTION 1
3/32" = 1'-0"
BUILDING SECTION 3
3/32" = 1'-0"
BUILDING SECTION 2
3 RAILROAD AVE.

E 4TH AVE
RAILROAD AVE.

E 4TH AVE
RAILROAD AVE.

E 4TH AVE
1 2
3/32" = 1'-0"
BUILDING SECTION 4
RAILROAD AVE.

E 4TH AVE
4 33" x 2"
30" R
X 30"48"
REF 30" 30"
X 48"
70' - 0" PUBLIC R.O.W.

E 4th AVENUE

MIDPOINT OF ROW
23' - 0"

SIDEWALK
12' - 0" 38' - 6"
45°

UNIT UNIT

UNIT UNIT

UNIT UNIT

UNIT UNIT

UNIT UNIT

UNIT UNIT
42' - 7 5/8"

SEE PLANS FOR RESIDENTIAL

AREA WITHIN STREET WALL

SETBACK AT EACH LEVEL
55' - 0"
.
81' - 0"
T.O. PARAPET
PLn 1
20' - 0" PUBLIC R.O.W.

S RAILROAD
AVENUE
MIDPOINT OF R.O.W.
5' - 0" SIDEWALK
5' - 0"

UNITUNIT

UNITUNIT
UNIT
UNIT
UNIT
UNIT
UNIT

AMENITY
UNIT
UNIT
LOBBY
GARAGE

SEE PLANS FOR RESIDENTIAL

AREA WITHIN STREET WALL
SETBACK AT EACH LEVEL55' - 0" 76' - 0" 5' - 0"
GARAGE
STAIR

PENTHOUSE
.
81' - 0"
T.O. PARAPET
PLe
45°
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
2,629 SF
PLs
PLw
PLe
PLn 1
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
3,982 SF
PLs
PLw
PLe
PLn 1
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
6,155 SF
PLs
PLw
PLe
PLn 1
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
7,954 SF
PLs
PLw
PLe
PLn 1
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
9,570 SF
<150' PER SMMC 27.40.030
135' - 6"
<150' PER SMMC 27.40.030
108' - 6"
PLs
PLw
PLe
PLn 1
1 AR3.21
____________
2 AR3.21
____________

RESIDENTIAL AREA WITHIN
STREET WALL SETBACK:
10,480 SF
<150' PER SMMC 27.40.030
135' - 6"
<150' PER SMMC 27.40.030
108' - 6"
PLs
PLw
PLe
PLn 1
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:37:38 PM
AR3.21
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

STREET WALL SECTION

EXHIBITS

BESPOKE
3/32" = 1'-0"
STREET WALL SECTION - E 4TH AVENUE 1
3/32" = 1'-0"
STREET WALL SECTION - S RAILROAD AVE 2
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 2 3
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 3 4
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 4 5
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 5 6
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 6 7
1/16" = 1'-0"
STREET WALL EXHIBIT - FLOOR 7 9
DIMENSIONS NOTED ARE NOMINAL SIZES; CONTRACTOR TO

PREPARE SHOP DRAWINGS WITH ROUGH OPENING, FRAME

AND JAMB, SILL AND HEAD DETAILS AT FULL SCALE FOR
REVIEW AND APPROVAL.

GC TO COORDINATE WINDOW SUBMITTAL & FIELD VERIFY
ROUGH OPENING SIZES PRIOR TO PURCHASE.

MINIMUM STC RATING SHALL BE 28, UNLESS OTHERWISE
NOTED. SEE REQUIRED STC RATINGS ON SHEET A0.12 FOR
STC RATING LOCATIONS. STC RATING IS FOR FULL WINDOW

ASSEMBLIES (GLASS AND FRAME)- NOT GLASS
EXCLUSIVELY.

GC SHALL PROVIDE "WINDOW HANDING," QUANTITY AND

LOCATION OF ALL OPERABLE WINDOWS PER THE
ELEVATIONS.

SASHES NOTED AS EGRESS, EMERGENCY ESCAPE AND

RESCUE OPENINGS, SHALL HAVE A MINIMUM NET CLEAR
OPENING OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR
OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM
NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20".

OPENING SHALL HAVE THE FINISHED SILL HEIGHT NOT
GREATER THAN 44" ABOVE FINISHED FLOOR.

USE TEMPERED GLAZING AT PANELS: (1) WITHIN A 24 INCH

ARC OF AN ADJACENT DOOR AND WHERE THE BOTTOM
EDGE OF THE PANEL IS LESS THAN 60 INCHES THE
WALKING SURFACE; (2) WHERE AN INDIVIDUAL PANE IS
GREATER THAN 9 SQ FT IN AREA, WITH A BOTTOM EDGE
LESS THAN 18 INCHES ABOVE THE FLOOR; EXPOSED TOP
EDGE GREATER THAN 36" ABOVE THE FLOOR; AND ONE OR
MORE WALKING SURFACE(S) WITHIN 36 INCHES

HORIZONTALLY OF THE PLANE OF THE GLAZING SHALL BE
SAFETY GLAZED (I.E. TEMPERED) PER CBC 2406. TEMPERED

PANES SHOWN IN THE SCHEDULE ARE NOT MEANT TO

DESIGNATE EVERY CONDITION REQUIRING TEMPERED
GLAZING. CONTRACTOR TO COORDINATE AND IDENTIFY IN

SHOP DRAWINGS ALL LOCATIONS REQUIRING TEMPERED
GLAZING.

SAFETY GLAZING REQUIRED AT LOCATIONS WHERE
BOTTOM EDGE OF WINDOW IS LESS THAN 60" ABOVE A

STANDING SURFACE AND DRAIN INLET IN A BUILDING WALL
WHICH ENCLOSES A TUB OR SHOWER PER CBC 2406.4.5.

GLASS SUBJECT TO HUMAN IMPACT, UNEVEN HEATING,

AND IN HEAVY TRAFFIC AREAS, SHALL BE OF SAFETY

GLAZING MATERIAL (LAMINATED, UNLESS OTHERWISE

NOTED) WHERE REQUIRED AND SHALL MEET LOCAL, STATE

AND FEDERAL REQUIREMENTS SUBJECT TO CBC SECTION
2406.

GLASS IN GLAZED STOREFRONTS, GLAZED CURTAIN WALLS

AND GLAZED PARTITIONS SHALL MEET THE SEISMIC REQ'TS
OF ASCE 7, SECTION13.5.9 CBC 2404.

SEE SPECIFICATIONS AND ENERGY COMPLIANCE REPORTS

FOR MINIMUM U-VALUES AND SOLAR HEAT GAIN
COEFFICIENTS. SEE SPECIFICATIONS FOR OTHER

INFORMATION, INCLUDING GLAZING AND WINDOW STC
REQUIREMENTS.

BACKSTOP ALL GLAZING AND PANELS.

GENERAL NOTES
A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

SHEET NOTES 1 OPERABLE WINDOW

ALUMINUM WINDOW

STOREFRONT WINDOW SYSTEM

ALUMINUM WINDOW WALL SYSTEM

DOOR, SEE DOOR SCHEDULE

OFFSET GLAZING AT STOREFRONT WINDOW

COMPOSITE ALUMINUM METAL PANEL, SEE WINDOW

DETAILS

VINYL WINDOW

DENOTES TEMPERED GLAZING

DENOTES EGRESS WINDOW

SPANDREL PANEL
234567
TEE
SP8
T.O. SLAB OR GYPCRETE
B2 B1 A1
+0'-0"
+3'-6"
T.O. OPERABLE SILL
+7'-6"
T.O. WINDOW
7' - 0"
2' - 0"
7' - 0"
2' - 6" 4' - 6"2' - 6" 4' - 6"
1' - 10" 3' - 10"
5' - 8"
2' - 6" 4' - 6"
7' - 0"
2' - 10" 2' - 10"
5' - 8" 5' - 8"
2' - 10" 2' - 10"
6' - 0"
2' - 6" 3' - 6"
B3 A2
2' - 0"
5' - 0"
5' - 8"
5' - 0"
2' - 10" 2' - 10"
B4

AT COURTYARD
3' - 0"
1' - 0"
1' - 0"
1' - 0"

AT COURTYARD
3' - 0"
1' - 0"
FLOOR 1
0' - 0"

PROJECT DATUM
S1
13' - 9 1/4"
15' - 8"

CLCLCLCL

EQ EQ EQ EQ EQ

CL CL CL CL
3' - 0"
1' - 6"
1' - 10 3/4" 5' - 5 1/4" 1' - 11 1/4" 8 3/4"
S2
CLCLCL
1' - 9 5/8" 3' - 1 1/4" 3' - 1 1/4" 1' - 9 5/8"
IS1
9' - 6"
10' - 0"
CL
8' - 1 1/4" 1' - 10 3/4"
CLCL
3' - 3 3/4" 3' - 2 1/4" 3' - 0"
3'-6 5/8"
S4

CLCLCLCL

EQ EQ EQ EQ EQ
15' - 8"
5" 2 1/2"
CL
3' - 3 3/4" 1' - 6 5/8"
4' - 10 3/8"
3' - 4 1/8"
S6

EQ EQ EQ EQ EQ
15'-2"
2'-8" 5'-5 1/4" 1'-10 3/4"
1'-6"
3'-0"
14'-6"
EQ EQ
5'-3 3/8"
FLOOR 1
0' - 0"

PROJECT DATUM
S5

EQ EQ EQ EQ EQ
15'-2"
5"
3'-4 1/8" 3'-6 5/8"
S3
15'-8"

EQ EQ EQ EQ EQ
2'-8" 5'-5 1/4"
1'-10 3/4"
1'-6" 3'-0"
14'-6"
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
As indicated
6/17/2024 2:37:41 PM
AR10.40
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

WINDOW SCHEDULE

BESPOKE
1/4" = 1'-0"

WINDOW SCHEDULE
1/4" = 1'-0"

STOREFRONT SCHEDULE
2 3/4" MDF SILL,

PAINTED SHIM FLAT

AND LEVEL
VINYL WINDOW W/ 1 3/8" BACKSET
1/4" SEALANT JOINT

GSM SILL PAN W/

END DAMS, SET IN

BED OF SEALANT
3/8" SEALANT JOINT

CASING BEAD
1x6 FIRE-RETARDANT
-TREATED BLOCKING
SASM
CEM. PLAS. FINISH
CONTIN. INSULATION
WRB

GYP SHEATHING

METAL FRAMING
VINYL WINDOW W/ 1 3/8" BACKSET

WRAP GWB INTO JAMB
J-BEAD & 1/4"

SEALANT JOINT

SEALANT JOINT
3/8" SEALANT
JOINT

CASING BEAD
1x4 FIRE-RETARDANT
-TREATED BLOCKING
SASM
CEM. PLAS. FINISH
CONTIN. INSULATION
WRB

GYP SHEATHING

METAL FRAMING
3/4" MDF SILL,

PAINTED SHIM FLAT

AND LEVEL
VINYL WINDOW W/ 1 3/8" BACKSET
1/4" SEALANT JOINT

GSM SILL PAN W/

END DAMS, SET IN

BED OF SEALANT
1x FIRE-RETARDANT
-TREATED BLOCKING
CONTIN. INSULATION
WRB

GYP SHEATHING
6"

ARCHITECTURAL

GRADE SHAPED

METAL WINDOW

SILL W/ HEMMED

EDGE FINISH

IDENTICAL TO ACM
PANELS

ALUMINUM

COMPOSITE METAL
(ACM) PANEL -

RAINSCREEN SYSTEM

ACM SYSTEM

EXTRUSIONS
3/8" SEALANT JOINT
VINYL WINDOW W/ 1 3/8" BACKSET

WRAP GWB INTO JAMB
J-BEAD & 1/4"

SEALANT JOINT

SEALANT JOINT
3/8" SEALANT

AND BACKER
ROD
1x FIRE-RETARDANT
-TREATED BLOCKING
SASM
CONTIN. INSULATION
WRB

GYP SHEATHING
6"

THERMALLY
BROKEN

ASSEMBLY SYSTEM

ACM SYSTEM

EXTRUSIONS

ACM REVEAL

ALUMINUM

COMPOSITE

METAL (ACM)

PANEL -

RAINSCREEN
SYSTEM

METAL FRAMING

GYP SHEATHING
WRB
CONTIN. INSULATION
CEM. PLAS. FINISH
1x6 FIRE-RETARDANT
-TREATED BLOCKING,
CHAMFER TOP @ 1:1
SASM

PLASTER SCREED

FLASHING W/ WEEP

HOLES (STOCKTON
SSF #3), SET IN

SEALANT

SEALANT JOINT
J-BEAD & 1/4"

SEALANT JOINT

WRAP GWB INTO HEAD
VINYL WINDOW W/ 1 3/8" BACKSET

GYP SHEATHING
WRB
CONTIN. INSULATION
1x FIRE-RETARDANT
-TREATED BLOCKING,
CHAMFER TOP @ 1:1
SASM

WRAP GWB INTO HEAD
VINYL WINDOW W/ 1 3/8" BACKSET

GSM HEAD

FLASHING W/

HEMMED EDGE

SET IN SEALANT
PTD. TO MATCH
WINDOW
6"

ACM REVEAL

ACM SYSTEM

EXTRUSIONS

WEEP HOLE

AND BAFFLE

ALUMINUM

COMPOSITE METAL
(ACM) PANEL -

RAINSCREEN SYSTEM

FULLY EMBED WINDOW

NAIL FIN IN SEALANT

OVER PENETRATION

FLASHING
3/4" MDF SILL,

PAINTED SHIM FLAT

AND LEVEL
1/4" SEALANT JOINT

GSM SILL PAN W/

END DAMS, SET IN

BED OF SEALANT
3/8" SEALANT JOINT
1x6 FIRE-RETARDANT
-TREATED BLOCKING
SASM
CEM. PLAS. FINISH
CONTIN. INSULATION
WRB

GYP SHEATHING

METAL FRAMING
3"X5" FOAM TRIM
VINYL WINDOW W/ 1 3/8" BACKSET

CASING BEAD

FOAM TRIM

VINYL WINDOW W/
1 3/8" BACKSET

WRAP GWB INTO JAMB
J-BEAD & 1/4"

SEALANT JOINT

SEALANT JOINT
3/8" SEALANT
JOINT

CASING BEAD
1x4 FIRE-RETARDANT
-TREATED BLOCKING
SASM
CEM. PLAS. FINISH
CONTIN. INSULATION
WRB

GYP SHEATHING

METAL FRAMING

FOAM TRIM

METAL FRAMING

GYP SHEATHING
WRB
CONTIN. INSULATION
CEM. PLAS. FINISH
1x6 FIRE-RETARDANT
-TREATED BLOCKING,
CHAMFER TOP @ 1:1
SASM

GSM HEAD

FLASHING, SET IN

SEALANT PAINTED

TO MATCH TRIM

SEALANT JOINT
J-BEAD & 1/4"

SEALANT JOINT

WRAP GWB INTO HEAD

VINYL WINDOW W/
1 3/8" BACKSET
3"X5" FOAM TRIM
1/27/2022 11:45:41 AM
Project Status
Issue Date
2126
NS
SHEET NUMBER:

STAMP:
plot date :

REVISIONS :

ISSUE:

ISSUE DATE:

SCALE:

PROJECT NUMBER:

CHECKED BY:

DRAWN BY:

SHEET NAME:

CLIENT:

PROJECT NAME & ADDRESS:
# DESCRIPTION DATE
PLANNING APPLICATION 02/01/2023
SCALE:
950 Howard Street
San Francisco, CA
94103
P. (415) 677-0966
SHEET SIZE:

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.
30 x 42
STAMP
1 PLANNING APPLICATION RESUBMITTAL 10/10/2023
2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024
3 PLANNING APPLICATION RESUBMITTAL #3 06/10/2024
KF
6" = 1'-0"
6/17/2024 2:37:42 PM
AR10.41
E 4TH AVE. & S RAILROAD AVE

SAN MATEO, CA

WINDOW DETAILS

BESPOKE
6" = 1'-0"
RECESSED VINYL WINDOW SILL @ CEMENT PLASTER 1
6" = 1'-0"
RECESSED VINYL WINDOW JAMB @ CEMENT PLASTER 2
6" = 1'-0"
RECESSED VINYL WINDOW SILL @ MTL PANEL 4
6" = 1'-0"
RECESSED VINYL WINDOW JAMB @ MTL PANEL 5
6" = 1'-0"
RECESSED VINYL WINDOW HEAD @ CEMENT PLASTER 3
6" = 1'-0"
RECESSED VINYL WINDOW HEA @ MTL PANEL 6
6" = 1'-0"
RECESSED VINYL WINDOW SILL @ CEMENT PLASTER TRIM 16
6" = 1'-0"
RECESSED VINYL WINDOW JAMB @ CEMENT PLASTER TRIM 17
6" = 1'-0"
RECESSED VINYL WINDOW HEAD @ CEMENT PLASTER TRIM 18

RAILROAD AVE PLAY ZONE AREA PLANTED SCREEN BETWEEN THE ADJACENT OFFICE AND PLAY SPACE PLAY EQUIPMENT, EARTHSCAPE OUTDOOR SEATING AREA COMMUNITY ROOMBENCH HANDRAIL 4th AVE RAILROAD AVE. 790 SF 143 SF OUTDOOR SEATING AREA 453 SF HERBAL GARDEN AREA PEDESTAL PAVER FIXED FURNITURE HOUSING REQUIRED PLAY AREA = 600 SF PLAY AREA PROVIDED = 790 SF POTENTIAL PARK CREDIT PROGRAM ELEMENTS OUTDOOR SEATING AREA REQUIRED = 497 SF OUTDOOR SEATING AREA PROVIDED = 143 + 453 = 596 SF MATERIALS SCHEDULE PLAY AREA REQUIRED = 600 SF BENCH RAISED PLANTER TABLE SET MOVABLE FURNITURE [ REQ. MET ] [ REQ. MET ] RAISED PLANTERS AT UPPER TERRACES SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE (HT.X SPRD.) SPACING NOTES POLYSTICHUM MUNITUM SWORD FERN #3 36" O.C. SALVIA GREGGI AUTUMN SAGE #3 18" O.C. BOUTELOUA GRACILIS BLUE GRAMA GRASS #3 18" O.C. SESLERIA AUTUMNALIS AUTUMN MOOR GRASS #3 18" O.C. ARMERIA MARITIMA 'ALBA' 'ALBA' SEA THRIFT #3 6" O.C. ROSMARINUS OFFICINALIS TRAILING ROSEMARY TREE SCHEDULE LARGE SHRUB (UPPER TERRACES) MAGNOLIA STELLATA STAR MAGNOLIA 24" BOX PITTOSPORUM TENUIFOLIUM KOHUHU 24" BOX SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE 2202017.00 MMc YW 4TH & RAILROAD San Mateo, CA 4TH & RAILROAD 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 PLANNING SUBMISSION 2/01/2023 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la 1 PLANNING SUBMISSION RESUBMITTAL 10/10/2023 2 PLANNING SUBMISSION RESUBMITTAL #2 01/29/2024 3 PLANNING SUBMISSION RESUBMITTAL #3 06/10/2024 LR.1.0 LANDSCAPE PLAN LEVEL 2 AMENITY TERRACE TRUE SCALE: 3/16" = 1' - 0" 0 1 2 4 8 1 1 2 2 2 2 2 2 2 2 3 3 3 3 RAILROAD AVE SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE 2202017.00 MMc YW 4TH & RAILROAD San Mateo, CA 4TH & RAILROAD 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 PLANNING SUBMISSION 2/01/2023 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la 1 PLANNING SUBMISSION RESUBMITTAL 10/10/2023 2 PLANNING SUBMISSION RESUBMITTAL #2 01/29/2024 3 PLANNING SUBMISSION RESUBMITTAL #3 06/10/2024 LR.2.0 IRRIGATION PLAN LEVEL 2 AMENITY TERRACE TRUE SCALE: 3/16" = 1' - 0" 20 1 4 8 1 CU CU CON CON CU CU CU CU CON CON CON CON CU CU

CON CON
CON
CU CONCU CONCU CONCU CONCU CONCU CONCU CON IRRIGATION EQUIPMENT LOCATED WITHIN WATER ROOM LOCATED ON BASEMENT LEVEL. REFER TO IRRIGATION SHEET XX FOR IRRIGATION EQUIPMENT PLAN DIAGRAM LAYOUT. 1" METER FOR IRRIGATION AT THIS APPROXIMATE LOCATION. REFER TO CIVIL DRAWINGS FOR EXACT LOCATION OF METER. MAXIMUM IRRIGATION DEMAND: 10 GPM AT APPROXIMATELY XX PSI STATIC PRESSURE AT WATER METER LOCATION. 1PLAN NOTES LEGEND 2 1" BACKFLOW PREVENTER FOR IRRIGATION SYSTEM. 36 IRRIGATION CONTROLLER "C". MOUNT ON INTERIOR WALL AT THIS LOCATION AS DETAILED AND AS DIRECTED BY ARCHITECT. CONNECT TO 120 VOLT A.C. ELECTRICAL SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL SERVICE PRIOR TO CONSTRUCTION. APPROXIMATE ROUTING OF 1.25" COPPER PIPE AND 1.25" ELECTRICAL CONDUIT SHOWN AS REFERENCE ONLY. REFER TO MEP DRAWING FOR EXACT ROUTING. 1.25" COPPER PIPE STUB-OUT FOR IRRIGATION FROM MECHANICAL ROOM TO THIS APPROXIMATE LOCATION TO SERVICE SITE LEVEL PLANTERS TO BE PROVIDED AND INSTALLED UNDER PLUMBING CONTRACT . COORDINATE INSTALLATION OF PIPES WITH GENERAL/PLUMBING CONTRACTOR(S) PRIOR TO CONSTRUCTION . 1.25" ELECTRICAL CONDUIT AND SPLICE BOX FOR IRRIGATION 2-WIRE CABLE TO BE PROVIDED AND INSTALLED FROM IRRIGATION CONTROLLER "C" TO THIS APPROXIMATE LOCATION UNDER ELECTRICAL CONTRACT. COORDINATE INSTALLATION OF CONDUIT WITH GENERAL/ELECTRICAL CONTRACTOR(S) PRIOR TO CONSTRUCTION. 7NOTES: 1. ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED. 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE. 3. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL). 4. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS: 0.75" 0-6 GPM 1" 7-12 GPM 1.25" 13-20 GPM 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: 0.75 0-500 FT 1" 501-1100 FT 1.25" 1101-2000 FT 5 SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE 2202017.00 MMc YW 4TH & RAILROAD San Mateo, CA 4TH & RAILROAD 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 100% SET 09/29/2023 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.laLR3.1 IRRIGATION NOTES AND LEGEND NTS 1. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, AND OTHER IRRIGATION COMPONENTS MAY BE SHOWN WITHIN PAVED AREAS FOR GRAPHIC CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, CONDUIT, AND OTHER ITEMS WHICH MAY BE REQUIRED. INVESTIGATE THE STRUCTURAL AND FINISHED CONDITION AFFECTING THE CONTRACT WORK INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES. IN THE EVENT OF FIELD DISCREPANCY WITH CONTRACT DOCUMENTS, PLAN THE INSTALLATION WORK ACCORDINGLY BY NOTIFICATION AND APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND ACCORDING TO THE CONTRACT SPECIFICATIONS. NOTIFY AND COORDINATE IRRIGATION CONTRACT WORK WITH APPLICABLE CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES THROUGH OR UNDER WALLS, ROADWAYS, PAVING AND STRUCTURES BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REQUIRED REVISIONS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, AND REGULATIONS. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE; THE UNIFORM PLUMBING CODE, PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION; AND OTHER STATE OR LOCAL LAWS OR REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR REGULATIONS. THE CONTRACTOR SHALL FURNISH WITHOUT ANY EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED BY THE COMPLIANCE WITH THESE CODES AND REGULATIONS. 3. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LAYOUT AND INSTALLATION OF THE PLANT MATERIALS TO INSURE THAT THERE WILL BE COMPLETE AND UNIFORM IRRIGATION COVERAGE OF PLANTING IN ACCORDANCE WITH THESE DRAWINGS, AND CONTRACT DOCUMENTS. THE IRRIGATION LAYOUT SHALL BE CHECKED BY THE CONTRACTOR AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION TO DETERMINE IF ANY CHANGES, DELETIONS, OR ADDITIONS ARE REQUIRED. IRRIGATION SYSTEM SHALL BE INSTALLED AND TESTED PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. 5. IT IS THE RESPONSIBILITY OF THE MAINTENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION CONTROLLER(S) TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS, SLOPES, SUN, SHADE AND WIND EXPOSURE. 6. IT IS THE RESPONSIBILITY OF A LICENSED ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT A.C. (2.5 AMP DEMAND PER CONTROLLER) ELECTRICAL SERVICE TO THE CONTROLLER LOCATION(S). IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE THE ELECTRICAL SERVICE STUB-OUT TO THE CONTROLLER(S). PROVIDE PROPER GROUNDING PER CONTROLLER MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH LOCAL CODES. 7. INSTALL NEW BATTERIES IN THE IRRIGATION CONTROLLER(S) TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES. USE QUANTITY, TYPE AND SIZE REQUIRED AS PER CONTROLLER MANUFACTURER'S INSTRUCTIONS. 8. SCHEDULE A MEETING WHICH INCLUDES REPRESENTATIVES OF THE IRRIGATION CONTROLLER MANUFACTURER, THE MAINTENANCE CONTRACTOR, THE OWNER AND THE IRRIGATION CONTRACTOR AT THE SITE FOR INSTRUCTION ON THE PROPER PROGRAMMING AND OPERATION OF THE IRRIGATION CONTROLLER. 9. INSTALL 3" DETECTABLE TAPE ABOVE ALL PRESSURIZED MAIN LINES AS DETAILED. USE CHRISTY MODEL #TA-DT-3-BIRR FOR POTABLE IRRIGATION SYSTEMS. 10. INSTALL 2-WIRE CABLE ALONG THE MAIN LINE. CONTACT CONTROLLER REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING. 11. INSTALL 2-WIRE CABLE WITHIN 1.25" CONDUIT WITH LONG SWEEPS IN AND OUT OF EACH VALVE BOX. SEAL ALL CONDUIT OPENINGS WITH WATERPROOF FOAM. 12. INSTALL A 14"X19" GREY ELECTRICAL PULL BOX EVERY 200' AND AT EVERY CHANGE IN DIRECTION. ONLY SPLICE TWO WIRE CABLE AT THREE WAY WIRE CONNECTIONS. 13. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS TW-CAB-14. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KIT. 14. DECODER GROUNDING SHALL BE PROVIDED EVERY 600 FEET, AT THE CONTROLLER AND AT THE LAST DECODER OR AT THE END OF THE 2 WIRE PATH. GROUND WITH A 5/8" X 8' COPPER CLAD GROUNDING ROD. #6 COPPER WIRE TO SURGE DEVICE/DECODER. INCLUDE A SURGE ARRESTOR AT EACH GROUNDING LOCATION. A SPLIT BOLT CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A DBR/Y-6 WATERPROOF CONNECTOR. 15. SPLICING OF JACKETED 2-WIRE IS PERMITTED IN VALVE BOXES ONLY. LEAVE A 24" LONG COIL OF WIRE AT EACH SPLICE AND A 24" LONG EXPANSION LOOP IN ALL PULL BOXES. 16. INSTALL BLACK PLASTIC VALVE BOXES WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION CONTROL VALVE". BOX BODY SHALL HAVE KNOCK OUTS. ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR APPROVED EQUAL. 17. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, INSTALL EACH BOX AN EQUAL DISTANCE FROM THE WALK, CURB, BUILDING OR LANDSCAPE FEATURE AND PROVIDE 12" BETWEEN BOX TOPS. ALIGN THE SHORT SIDE OF RECTANGULAR VALVE BOXES PARALLEL TO WALK, CURB, BUILDING OR LANDSCAPE FEATURE. 18. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS (AVOID LAWN AREAS WHERE POSSIBLE). 19. THE CONTRACTOR SHALL LABEL CONTROL LINE WIRE AT EACH REMOTE CONTROL VALVE WITH A 2 1/4" X 2 3/4" POLYURETHANE I.D. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE. THE CONTRACTOR SHALL PERMANENTLY STAMP ALL VALVE BOX LIDS WITH APPROPRIATE IDENTIFICATION AS NOTED IN CONSTRUCTION DETAILS. 20. FLUSH AND ADJUST IRRIGATION OUTLETS AND NOZZLES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. SELECT THE BEST DEGREE OF THE ARC AND RADIUS TO FIT THE EXISTING SITE CONDITIONS AND THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH CONTROL ZONE. 21. LOCATE BUBBLERS ON UPHILL SIDE OF PLANT OR TREE. 22. INSTALL A HUNTER HCV SERIES, KBI CV SERIES, OR APPROVED EQUAL SPRING LOADED CHECK VALVE IN SPRINKLER RISER ASSEMBLIES WHERE LOW OUTLET DRAINAGE WILL CAUSE EROSION AND/OR EXCESS WATER. 23. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE CAUTION TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATE BY HAND IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR. BACK FILL TRENCHES ADJACENT TO TREE WITHIN TWENTY-FOUR (24) HOURS. WHERE THIS IS NOT POSSIBLE, SHADE THE SIDE OF THE TRENCH ADJACENT TO THE TREE WITH WET BURLAP OR CANVAS. 24. NOTIFY LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE. 25. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 26. IRRIGATION DEMAND: REFER TO PLANS. 27. THE EXISTING MAIN LINE SHOWN ON THE DRAWINGS IS DIAGRAMMATIC. VERIFY AND LOCATE EXISTING MAIN LINE IN FIELD. REPORT TO ARCHITECT IN WRITING ANY DEVIATION OF EXISTING MAIN LINE LOCATION FROM THAT SHOWN ON THE DRAWINGS. 28. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL. AS CHANGES IN LAYOUT OCCUR DURING STAKING AND CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED ACCORDINGLY. 29. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5. 30. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES IN THE IRRIGATION LAYOUT DUE TO OBSTRUCTIONS NOT SHOWN ON THE IRRIGATION DRAWINGS SUCH AS LIGHTS, FIRE HYDRANTS, SIGNS, ELECTRICAL ENCLOSURES, ETC. 31. WHEN WORK OF THIS SECTION HAS BEEN COMPLETED AND SUCH OTHER TIMES AS MAY BE DIRECTED, REMOVE ALL TRASH, DEBRIS, SURPLUS MATERIALS AND EQUIPMENT FROM SITE. 32. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLEMENTAL HAND WATERING OF ALL PLANT MATERIAL WITHIN DRIPLINE AREAS UNTIL THE PLANTS ARE SUFFICIENTLY ESTABLISHED. 33. VERIFY LOCATIONS OF ALL IRRIGATION COMPONENTS INSTALLED WITHIN A VALVE BOX WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DO NOT INSTALL UNTIL LANDSCAPE ARCHITECT PROVIDES ACCEPTABLE LOCATIONS. IRRIGATION NOTES IRRIGATION COORDINATION NOTES 1. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL PIPING WITHIN THE STRUCTURE. PIPE MATERIAL SHALL BE APPROVED FOR USE WITHIN A STRUCTURE PER PLUMBING CODE. REFER TO MEP OR PLUMBING DRAWING FOR EXACT ROUTING THOUGH THE STRUCTURE. REFER TO IRRIGATION PLANS FOR APPROXIMATE LOCATION OF STUB OUT LOCATIONS. EXIT OF PIPE TO BE WITHIN PLANTERS WHERE POSSIBLE. ALL PENETRATION POINTS SHALL BE WATERPROOFED AS REQUIRED. 2. IRRIGATION SLEEVES OR CONDUITS WITHIN PRECAST OR POURED IN PLACE PLANTERS SHALL BE COORDINATED AND INSTALLED PRIOR TO THE CONSTRUCTION. ALL PENETRATION POINTS SHALL BE WATERPROOFED AS REQUIRED. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, PULL BOXES AND WIRE IN STRUCTURE. THE DRAWINGS INDICATE REQUIRED CONDUIT SIZE AND TYPE OF LOW VOLTAGE CABLE. FINAL CONNECTION OR WIRING TO REMOTE CONTROL VALVES AND CONTROLLER SHALL BE COMPLETED BY IRRIGATION CONTRACTOR. SYMBOL OPERATING DESCRIPTION PSI NOZZLE GPM OPERATING RADIUS (FEET) DB-15-PC-CV TORO BUBBLER, MIN. 2 PER TREE. REFER TO BUBBLER DETAIL FOR QUANTITY OF BUBBLERS PER TREE SIZE. 0.25 30 TRICKLE IRRIGATION LEGEND 570-DRIP-IND TORO POP-UP DRIPLINE INDICATOR WITH SIDE INLET. T-YD-500-34 TORO DRIPLINE AIR RELIEF VALVE WLT-0500-T NDS SCH 40 BALL VALVE OR APPROVED EQUAL DB-15-PC-CV TORO BUBBLER, 1 PER SHRUB 0.25 30 TRICKLE MODEL NUMBER P-220-26 SERIES TORO REMOTE CONTROL VALVE DZK-700-MF TORO DRIP ZONE KIT WITH IRRITROL 700 SERIES REMOTE CONTROL VALVE, PRESSURE REGULATOR (40 PSI) AND A 1" FILTER KC OR KSC NDS KSC SERIES CHECK VALVE FOR UPHILL FLOW DIRECTION OR KC SERIES SPRING CHECK VALVE FOR DOWNHILL FLOW DIRECTION (LINE SIZE) CV SCHEDULE 40 PVC PLASTIC PIPE. COVER TO BE AS INDICATED IN SPECIFICATIONS OR AS INDICATED ABOVE FOR PIPE DEPTH OF COVER. 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. LATERAL LINE: SLEEVING: 1.5" AND SMALLER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 18" COVER. MAIN LINE: CONTROLLER AND STATION NUMBER AREA (SQ. FT.) FLOW (GPM) REMOTE CONTROL VALVE SIZE (IN INCHES) ASSOCIATED REMOTE CONTROL VALVE WATER USE CLASSIFICATION OF ZONE APPLICATION RATE (IN/HR) or DRIPLINE SPACING or DRIP ZONE: TORO DL2000 SERIES DRIPLINE WITH DL2000 INSERT FITTINGS, PART #RGP-212. TUBING TO BE INSTALLED 4" BELOW GRADE IN A 12" O.C. GRID ACCORDING TO DETAILS. SIZE EXHAUST HEADERS AS FOLLOWS: 1": 0-10 GPM, 1.25": 11-20 GPM. ALL EXHAUST HEADERS SHALL BE 1" SCH 40 PVC OR 1" SCH 40 FLEXIBLE PVC. USE SCH. 40 PVC SOLVENT WELD FITTINGS. EXTEND PVC HEADERS TO THE ENDS OF ALL DRIP ZONES TO BALANCE FLOW IF REQUIRED. SEE DETAILS FOR FURTHER INFORMATION. DRIPLINE REMOTE CONTROL VALVE T-FP600A-LF-1" NIBCO 1" BRASS BALL VALVE APPROXIMATE CONNECTION POINT BETWEEN DRIPLINE TUBING AND PVC SUPPLY WHEN DRIP ZONE IS LESS THAN 3 GPM AND NO PVC SUPPLY/EXHUST HEADERS ARE NEEDED. REFER TO DRIPLINE TUBING CONNECTION DETAIL FOR MORE INFORMATION. DRIPLINE REMOTE CONTROL VALVE 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. DRIPLINE LATERAL LINE: 975XL2SEU-1" WILKINS REDUCED PRESSURE BACKFLOW ASSEMBLY WITH FREEZE BLANKET. MV PVC LATERAL SUPPLY HEADER EXHAUST HEADER DRIP ZONE EXTENTS PVC LATERAL XX STATION # COLOR HATCH OF ZONE XX STATION # DRIP ZONE EXTENTS COLOR HATCH OF ZONE FS MAIN LINE: CU CU CU 1.5" AND SMALLER: TYPE 'K' COPPER PIPE WITH WROUGHT FITTINGS. SHOWN FOR REFERENCE ONLY, SEE PLUMBING PLANS FOR ROUTING THROUGH STRUCTURE. EGP-TW-S/ EGP-ICENTRAL RAIN MASTER EAGLE PLUS CONTROLLER IN A STAINLESS STEEL PEDESTAL ENCLOSURE; INCLUDES I-CARD, CELL COMMUNICATION KIT AND FIVE YEARS RAIN MASTER I-CENTRAL SERVICE. TW-D-1 RAIN MASTER SINGLE STATION DECODER (1 PER VALVE) TW-LA-1 RAIN MASTER LIGHTENING ARRESTOR (1 EVERY 600 FEET ALONG MAIN) REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS. TW-D-2 RAIN MASTER TWO STATION DECODER (USE WHEN MORE THAN 1 OR MORE VALVES ARE CLUSTERED TOGETHER) ROUTE RAIN MASTER TWO WIRE CABLE TO ALL REMOTE CONTROL VALVES. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS TW-CAB-14. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KITS OR APPROVED EQUAL. INSTALL 2 WIRE CABLE WITHIN 1.25" SCH 40 ELECTRICAL CONDUIT. PULL BOXES SHALL BE LOCATED EVERY 200' NO SPLICES ARE ALLOWED BETWEEN VALVES. REFER TO DETAIL FOR INSTALLATION INSTRUCTIONS. NOT SHOWN ON PLANS QS200-10 FLOMEC 1" PVC FLOW SENSOR 3100100 SUPERIOR MASTER VALVE-1" (NORMALLY OPEN) RS-1000 IRRITROL WIRELESS RAIN SENSOR CON CON CON ELECTRICAL CONDUIT: SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL PLANS FOR ROUTING THROUGH STRUCTURE. THE PROPOSED IRRIGATION SYSTEM FOR THIS SITE WILL BE DESIGNED WITH THE LATEST TECHNOLOGY IN WATER CONSERVATION AND EFFICIENCY. THE SYSTEM WILL CONSIST OF THE FOLLOWING TYPES OF IRRIGATION METHODS AND EQUIPMENT COMPLYING WITH THE STATE WATER ORDINANCE. ALL SMALL PLANTING BEDS WILL BE IRRIGATED WITH WATER CONSERVING AND HIGHLY EFFICIENT INLINE DRIP. ALL BIORETENTION WILL BE IRRIGATED WITH INLINE DRIP SPACED AT 12" O.C. SINCE BIORETENTION AREAS ARE LESS THAN 10 FT WIDE. THE CONTROLLER THAT WILL MANAGE THIS SYSTEM USES LOCAL WEATHER TO ADJUST THE RUN TIMES OF THE VALVES BASED ON DAILY WEATHER CONDITIONS. UTILIZING THIS TYPE OF WEATHER-BASED SYSTEM WILL HELP THE LANDSCAPE MANAGER SAVE 25% MORE WATER THAN WITH A CONVENTIONAL CONTROLLER. IRRIGATION ZONES 1. LOW AND MODERATE WATER-USE SHRUBS/GROUNDCOVER/FLOWERING PLANTS: TO BE IRRIGATED WITH INLINE DRIP 2. LARGE SHRUBS AND TREES: TO BE IRRIGATED USING POINT SOURCE BUBBLERS. 3. STORMWATER TREATMENT: TO BE IRRIGATED WITH INLINE DRIP SPACED AT 12" O.C. IRRIGATION DESIGN NARRATIVE I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLANS. QB44RCAR10 BUCKNER 1" TWO-PIECE QUICK COUPLING VALVE (ANTI-ROTATION) IRRIGATION WATER USE CALCULATIONS 2.1 1 2/01/2023 10/10/2023 01/29/2024 PLANNING SUBMISSION 1 PLANNING SUBMISSION RESUBMITTAL 2 PLANNING SUBMISSION RESUBMITTAL #2 3 PLANNING SUBMISSION RESUBMITTAL #3 06/10/2024 SHEET NUMBER: STAMP:
plot date : REVISIONS :NOT FOR CONSTRUCTION ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE 2202017.00 MMc YW 4TH & RAILROAD San Mateo, CA 4TH & RAILROAD 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 PLANNING SUBMISSION 2/01/2023 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la 1 PLANNING SUBMISSION RESUBMITTAL 10/10/2023 2 PLANNING SUBMISSION RESUBMITTAL #2 01/29/2024 3 PLANNING SUBMISSION RESUBMITTAL #3 06/10/2024 LR.3.0 LANDSCAPE RENDERINGS AMENITY TERRACE 1 3 FRONT-LOAD COLLECTION VEHICLE SHOWN LOADING CONTAINERS FRONT-LOAD CONTAINER HEIL 28CY FRONT-LOAD COLLECTION VEHICLE DN DN UP FEC UP FEC JIHGFKEDCBA 1 2 3 4 5 6 7 8 10 11 12 13 RR 9 J.5 12.8 E.8 E.9 107 ELECTRICAL ROOM 107A TRANSFORMER ROOM 107B TRANSFORMER ROOM 112 BIKE STORAGE 110 STORAGE 117 SERVICE CORRIDOR 113 STORAGE 111 ELEV EQMT 100A RETAIL 101 STAIR 1 100C RETAIL 100D RETAIL 104 OFFICE LOBBY 100E RETAIL 100F RETAIL 115 OFFICE UP DN 36 Bikes UP UP 12 Bikes 16 Bikes 24 Bikes RAMP DN 398 SF LEASING OFFICE 369 SF YOUTH ROOM 234 SF MENS 246 SF WOMENS 539 SF ELECTRICAL 370 SF PREP KITCHEN STAIR 2 789 SF BIKE ROOM 689 SF SELF HELP STORAGE 1,999 SF SELF HELP / HICAP OFFICE 766 SF LOBBY 2,165 SF DINING ROOM ELEV 334 SF BREAK ROOM 144 SF
JANITOR CLOSET 93 SF ELEV MECH 312 SF RESIDENT SERVICES 323 SF UTILITY ROOM CORRIDOR 185 SF
SECURE STORAGE STAIR 1361 SF MAINTENANCE GARAGE ENTRY FIX-IT

10.0% 20.4% 1.05 1.10 1.12 1.11 1.13 1.14 1.23 1.15 1.16 1.24 1.22 1.17 1.34 1.33 1.32 1.06 1.07 1.19 1.03 1.37 1.36 1.35 1.01 1.02 1.40 1.39 1.38 1.04 76 SF CLASSROOM STORAGE 69 SF RESTROOM COMMERCIAL OFFICE BUILDING COMMERCIAL OFFICE BUILDING PLs PLw GARAGE RAMP S. RAILROAD AVENUE E. 4TH AVENUE 2 DISTANCE TO MAIN BUILDING ENTRANCE = 90'-0" MAIL 2 2

4.9% 4.9% 1.08 PLe PLn R W/C RESIDENTIAL TRASH ROOM SEE SHEET TR0.1 FRONT-LOAD COLLECTION VEHICLE TRASH ROUTE / STAGING PLAN LEVEL 1 SCALE: NTS 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. DESIGN ISSUES. 1. RELOCATE CHUTES PER PLAN. NOTE THIS IS THE BEST LAYOUT FOR CHUTES TO STACK VERTICALLY THROUGHOUT BUILDING. 2. AT UPPER LEVELS: REVISE CHUTE INTAKE VESTIBULES TO ACCOMMODATE RELOCATED CHUTES. PROVIDE 25" FROM CENTERLINE OF 30"Ø CHUTES TO FACE OF INTAKE WALL. PROJECTED COLLECTION SCHEDULE: RESIDENTIAL TRASH AREA WASTE - 3CY COMPACTED SERVICE: M RECYCLING - 3CY COMPACTED Tu W Th F Sa COMPOST - 2CY LOOSE Su TOTAL 1 1 2 1 1 0 0 1 1 11 1 1 SCALE: 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 SHEET SIZE: 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. 30 x 42 STAMP Project Status Issue Date 2126 BM SHEET NUMBER: STAMP:
plot date : REVISIONS : ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] As Indicated TR0.0 4TH & RAILROAD San Mateo, CA TRASH ROUTE / STAGING PLAN 4TH & RAILROAD TRUE 0' 8' 16' UP DNSTAIR 1 WPT45 27" x 48" ELECTRIC PALLET TRUCK, SEE NOTE 15 3CY FL COMPACTOR CONTAINER W/C WASTE 2CY FL LOOSE CONTAINER COMPOST R RESIDENTIAL TRASH ROOM PLAN LEVEL 1 SCALE: 3 8" = 1'-0" CHUTE INTAKE VESTIBULE SIMILAR AT LEVELS 2-7 SCALE: 3 8" = 1'-0" R W/C 3CY FL COMPACTOR CONTAINER RECYCLING 7'-3" WIDE ROLL-UP DOOR 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. INSTALL 18" THICK STEEL DIAMOND TREAD BACKING 6'-0" AFF ALONG WALL ALONG WEST SIDE OF TRASH ROOM PER PLAN. 5. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/SF PER 2022 CBC. 6. 7'-3" WIDE ROLL-UP DOOR FOR TRANSFERRING CONTAINERS. INSTALL 3'-0" NFPA COMPLIANT DOOR FOR FIRE EGRESS. 7. (1) 30"Ø GALVANIZED STEEL CHUTE WITH APOLLO MODEL A500 SINGLE-SIDE LATCH COMPACTORS AND 3CY FL COMPACTOR CONTAINER FOR RECYCLING DISPOSAL. CHUTE TERMINATES 5'-9" AFF. 8. (1) 30"Ø 304 STAINLESS STEEL CHUTE WITH WILKINSON DIVERTER FOR WASTE AND COMPOST. PROVIDE APOLLO MODEL A500 SINGLE-SIDE LATCH COMPACTOR AND 3CY FL COMPACTOR CONTAINER FOR WASTE DISPOSAL AND 2CY FL LOOSE CONTAINER FOR COMPOST DISPOSAL. CHUTE TERMINATES 9'-10" AFF. 9. PP: COMPACTOR POWER PACKS SHALL BE FLOOR-MOUNTED AND STACKED VERTICALLY. (2) 5HP 3-PHASE, 208/230/460V. (2) 30A DISCONNECTS 60" AFF. 10. MCP: (1) TOTAL 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. 11. DCP: (1) TOTAL DIVERTER CONTROL PANEL SHALL BE WALL-MOUNTED 60" AFF. 120V 15A SERVICE OUTLET REQUIRED. 12. AC: AIR COMPRESSORS (OIL LESS) 4610AC WITH AUTOMATIC TANK DRAIN VALVE. 2HP PEAK, TWIN TANK CAPACITY 4.6 GALLONS, VOLTAGE @ 60 HZ 110 VOLTS, CURRENT 8.5 AMPS TO POWER THE CHUTE INTAKE DOORS. (1) TOTAL. 13. OC: ODOR CONTROL UNIT SHALL BE WALL-MOUNTED 60" AFF. 120V 15A SERVICE OUTLET REQUIRED. 14. HB: HOT AND COLD HOSE BIBB SHALL BE WALL-MOUNTED 60" AFF. 15. PROVIDE WPT45 27" x 48" ELECTRIC PALLET TRUCK FOR TRANSFERRING CONTAINERS. 4500LB CAPACITY WITH 57.5" TURNING RADIUS. 120V 15A SERVICE OUTLETS REQUIRED. 16. CHUTE DISCHARGE DOORS: WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE FIRE-RATED, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION. 17. PROVIDE (1) UNDEDICATED 120V 15A SERVICE OUTLET REQUIRED FOR STAFF MAINTENANCE PURPOSE. CHUTE INTAKE VESTIBULE. SIMILAR AT LEVELS 2-7. 18. 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 (1) 15x18 BOTTOM HINGED, ICD-2000, PNEUMATIC ASSIST CHUTE INTAKE DOOR FOR WASTE AND COMPOST AT EACH FLOOR. SEE DETAIL 2/TR2.0. PROVIDE (1) 15x18 BOTTOM HINGED, NORMALLY CLOSED LOW-VOLTAGE, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING DOOR FOR RECYCLING AT EACH FLOOR. SEE DETAIL 3/TR2.0. 19. 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. 20. 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. 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. DESIGN ISSUES. 1. RELOCATE CHUTES PER PLAN. NOTE THIS IS THE BEST LAYOUT FOR CHUTES TO STACK VERTICALLY THROUGHOUT BUILDING. 2. AT UPPER LEVELS: REVISE CHUTE INTAKE VESTIBULES TO ACCOMMODATE RELOCATED CHUTES. PROVIDE 25" FROM CENTERLINE OF 30"Ø CHUTES TO FACE OF INTAKE WALL. SPARE 2CY FL LOOSE CONTAINER COMPOST SPARE 3CY FL COMPACTOR CONTAINER WASTE SPARE 3CY FL COMPACTOR CONTAINER RECYCLING CORRIDOR SHOWN FOR REFERENCE ONLY (S.A.D.) CORRIDOR SHOWN FOR REFERENCE ONLY (S.A.D.) PROJECTED COLLECTION SCHEDULE: RESIDENTIAL TRASH AREA WASTE - 3CY COMPACTED SERVICE: M RECYCLING - 3CY COMPACTED Tu W Th F Sa COMPOST - 2CY LOOSE Su TOTAL 1 1 2 1 1 0 0 1 1 11 1 1 3'-0" FIRE EGRESS DOOR 3'-0" VESTIBULE ACCESS DOOR 18" THICK STEEL DIAMOND TREAD BACKING WALL PROTECTION SEE NOTE 4 120V 15A SERVICE OUTLET, SEE NOTE 17 A-A TR1.1 OC HB 2HR FIRE-RATED WALL BY OTHERS (S.A.D.) SEE NOTE 3 CONCRETE CURB WALL PROTECTION TYP SEE NOTE 4 AC DCP MCP B-B TR1.1 SIM 30"Ø GALV. STEEL CHUTE (1) TOTAL DESIGN ISSUE 1 APOLLO MODEL A500 SSL COMPACTOR (2) TOTAL 30"Ø 304 S.S. CHUTE W/ WILKINSON DIVERTER (1) TOTAL DESIGN ISSUE 1 PP 30A DISCONNECT (2) TOTAL STACKED 18" x 6" COLLECTION ROOM VENT FD 18" x 6" COLLECTION ROOM VENT W/ 2HR FIRE-RATED SHAFT LINER (1) 30"Ø GALV. STEEL CHUTE W/ 34"Ø ROUND FLOOR OPENING, SEE NOTE 20 DESIGN ISSUE 1 (1) 30"Ø 304 S.S CHUTE W/ 34"Ø FLOOR ROUND OPENING, SEE NOTE 20 DESIGN ISSUE 1 A36 L112" x 112" x 14 x 3'-4" LONG FLOOR SUPPORT FRAMES MASON BRA-RED SOUND ISOLATION PADS (4) TOTAL AT EA FLOOR SUPPORT FRAME (2) 15x18 B.H. INTAKE DOORS, SEE NOTE 18 SCALE: 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 SHEET SIZE: 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. 30 x 42 STAMP Project Status Issue Date 2126 BM SHEET NUMBER: STAMP:
plot date : REVISIONS : ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] As Indicated TR0.1 4TH & RAILROAD San Mateo, CA RESIDENTIAL TRASH ROOM PLAN 4TH & RAILROAD TRUE 0' 8' 16' SECTION A-A 3CY FL COMPACTOR CONTAINER WASTE SECTIONS AT RESIDENTIAL TRASH ROOM SCALE: 3 8" = 1'-0" SHEET NOTES: SECTIONS AT 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. INSTALL 18" THICK STEEL DIAMOND TREAD BACKING 6'-0" AFF ALONG WALL ALONG WEST SIDE OF TRASH ROOM PER PLAN. 5. ROOM SHALL BE MECHANICALLY VENTILATED WITH (1) CFM/SF PER 2022 CBC. 6. (1) 30"Ø GALVANIZED STEEL CHUTE WITH APOLLO MODEL A500 SINGLE-SIDE LATCH COMPACTORS AND 3CY FL COMPACTOR CONTAINER FOR RECYCLING DISPOSAL. CHUTE TERMINATES 5'-9" AFF. 7. (1) 30"Ø 304 STAINLESS STEEL CHUTE WITH WILKINSON DIVERTER FOR WASTE AND COMPOST. PROVIDE APOLLO MODEL A500 SINGLE-SIDE LATCH COMPACTOR AND 3CY FL COMPACTOR CONTAINER FOR WASTE DISPOSAL AND 2CY FL LOOSE CONTAINER FOR COMPOST DISPOSAL. CHUTE TERMINATES 9'-10" AFF. 8. CHUTE DISCHARGE DOORS: WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE FIRE-RATED, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION. 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. DESIGN ISSUES. 1. RELOCATE CHUTES PER PLAN. NOTE THIS IS THE BEST LAYOUT FOR CHUTES TO STACK VERTICALLY THROUGHOUT BUILDING. 2. AT UPPER LEVELS: REVISE CHUTE INTAKE VESTIBULES TO ACCOMMODATE RELOCATED CHUTES. PROVIDE 25" FROM CENTERLINE OF 30"Ø CHUTES TO FACE OF INTAKE WALL. PROJECTED COLLECTION SCHEDULE: RESIDENTIAL TRASH AREA WASTE - 3CY COMPACTED SERVICE: M RECYCLING - 3CY COMPACTED Tu W Th F Sa COMPOST - 2CY LOOSE Su TOTAL 1 1 2 1 1 0 0 1 1 11 1 1 FLOORS BY OTHERS (S.A.D.) SEE NOTE 2 TR2.0 TYP 9 RECYCLINGAPOLLO MODEL A500 SSL COMPACTOR (2) TOTAL, CONTAINER NOT SHOWN FOR CLARITY HORIZONTALLY ROLLING DISCHARGE DOOR, SEE NOTE 8 COMPACTOR ACCESS DOOR LEVEL 1 (S.A.D.) LEVEL 2 (S.A.D.) 30"Ø 304 S.S. CHUTE SEE NOTE 7 2HR FIRE-RATED WALL BY OTHERS (S.A.D.) SEE NOTE 1 30"Ø GALV. STEEL CHUTE SEE NOTE 6 2CY FL LOOSE CONTAINER COMPOST WASTE APOLLO MODEL A500 SSL COMPACTOR (2) TOTAL, CONTAINER NOT SHOWN FOR CLARITY LEVEL 1 (S.A.D.) LEVEL 2 (S.A.D.) 30"Ø 304 S.S. CHUTE SEE NOTE 7 WILKINSON DIVERTER W/ SUPPORT LEGS 2CY FL LOOSE CONTAINER COMPOST TR2.0 TYP 9 FLOORS BY OTHERS (S.A.D.) SEE NOTE 2 SECTION B-B SCALE: 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 SHEET SIZE: 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. 30 x 42 STAMP Project Status Issue Date 2126 BM SHEET NUMBER: STAMP:
plot date : REVISIONS : ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] As Indicated TR1.1 4TH & RAILROAD San Mateo, CA SECTIONS AT RESIDENTIAL TRASH ROOM 4TH & RAILROAD TRUE 0' 8' 16' SHEET NOTES. 30"Ø CHUTE DETAILS 1. 30"Ø WASTE / COMPOST CHUTE: 16-GAUGE 304 STAINLESS STEEL. 2. 30"Ø RECYCLING CHUTE: 16-GAUGE GALVANIZED OR GALVANNEALED STEEL. 3. 2HR FIRE-RATED WALL ASSEMBLIES ENCASING CHUTE SHAFT. FACE WALL SHALL NOT BE ERECTED UNTIL CHUTES HAVE BEEN INSTALLED. 4. SEE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS TO VERIFY ALL INFORMATION NOT RELATED TO ATM'S SCOPE OF WORK PER AGREEMENT. 5. 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. 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. 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. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB. 2. SUPPLIED BY CHUTE MANUFACTURER - INSTALLED BY CONCRETE CONTRACTOR. 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 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 4 2 6 3 D & S UNIT (NTS) INSTALLED BEHIND F.O. WALL 15x15 ACCESS DOOR (NTS) INSTALLED BY CONTRACTOR PRIOR TO ERECTING WALL 8 9 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 A36 L18"x1"x1" STIFFENERS TACK WELDED TO INSIDE OF POUR RING - REMOVE PRIOR TO INSTALLATION OF CHUTE 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 CHUTE VENT AT ROOF LEVEL CHUTE AIR & SOUND ISOLATION 5 DISINFECTING & SANITATION UNIT AT HIGHEST INTAKE W/ FIRE SPRINKLERS 7 CHUTE SHAFT AT INTAKE UPPER LEVELS 10 FLOOR SUPPORT FRAME ANCHORING TYPE I CONSTRUCTION 913 14 POUR RING FABRICATION DETAILS 12g GALVANIZED SHEET METAL NO CONTACT BTWN CHUTE & STRUCTURE FLUSHING HEAD NOZZLE; 8GPM AT 60PSI JUNCTION BOX 24V FLUSHING HEAD SOLENOID NOTES: 1. SEE DETAIL 7/- FOR D & S UNIT ABOVE, AT HIGHEST INTAKE. CHUTE INTAKE DOOR SEE DETAILS ABOVE 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) CL 2HR FIRE-RATED WALL PER SCHEDULE (S.A.D.) CONC SLAB WHERE OCCURS (S.S.D.) 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 JANITOR ABOVE FIRST INTAKE 6 A36 FLOOR SUPPORT FRAME, SEE PLAN 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 *WHEN CALCULATING NUMBER OF FIRE SPRINKLER HEADS FOR EVERY OTHER FLOOR ALWAYS START WITH HIGHEST LEVEL FIRE SPRINKLER HEAD AT HIGHEST INTAKE, LOWEST INTAKE & EVERY OTHER FLOOR BETWEEN 1 WALL PROTECTION CONCRETE CURB COAT CHUTE W/ SOUNDCOAT DAUBERT V-DAMP 3680 OR EQUIVALENT; MATCH THICKNESS OF METAL COAT CHUTE W/ SOUNDCOAT DAUBERT V-DAMP 3680 OR EQUIVALENT; MATCH THICKNESS OF METAL 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. 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. 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. 15x18 BOTTOM HINGED ICD-2000 PNEUMATIC ASSIST INTAKE DOOR, 14" MAX OPENING SATIN CHROME PULL HANDLE W/ THUMB LATCH 1"Ø FLEX CONDUIT TO POWER SYSTEM DOORS (BY OTHERS) 516"Ø (8) TOTAL ELEVATION VIEW (WITHOUT TRIM) PLAN VIEW ISOMETRIC VIEW ELEVATION VIEW (WITH TRIM: 16 GA. 430 S.S.) 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. 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. 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. 2 SCALE: 3 8" = 1'-0" CHUTE INTAKE DOOR WASTE / COMPOST CHUTES AT UPPER LEVELS 3 SCALE: 3 8" = 1'-0" CHUTE INTAKE DOOR RECYCLING CHUTE AT UPPER LEVELS SCALE: NTS SCALE: 3 8" = 1'-0" SCALE: 3 8" = 1'-0" SCALE: 3 8" = 1'-0" SCALE: 3 SCALE: 4 8" = 1'-0" 12" = 1'-0" SCALE: 3 8" = 1'-0" RECYCLING CHUTE: WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE FIRE-RATED, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION 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 * FIRE SPRINKLER HEAD AT HIGHEST LEVEL OF BUILDING * FIRE SPRINKLER HEAD AT EVERY OTHER FLOOR * FIRE SPRINKLER HEAD AT LOWEST LEVEL OF BUILDING EXAMPLE BUILDING VERTICAL SECTION VIEW LEVEL 2 LEVEL 3 LEVEL 4 PLUMBING SCHEMATIC LEGEND: 1. 3 4"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). CHUTE JANITOR FLUSHING HEAD BETWEEN OPPOSITE FLOORS CHUTE JANITOR FLUSHING HEAD BETWEEN OPPOSITE FLOORS RECYCLING CHUTE: WILKINSON TYPE-A, B-LABEL CONSTRUCTION 90 MINUTE FIRE-RATED, HORIZONTALLY ROLLING DOOR, HELD OPEN BY 165°F FUSIBLE LINK, SHOWN IN CLOSED POSITION 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.) R W/C 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. 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 CONC SLAB WHERE QUALITY NEOPRENE OCCURS (S.S.D.) 3 8"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/V 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 14"Ø x 4" HEX HEAD LAG SCREW (2) TOTAL PER ASSEMBLY LEVEL 5 LEVEL 6 LEVEL 7 * FIRE SPRINKLER HEAD AT EVERY OTHER FLOOR SCALE: 3 8" = 1'-0" *SOUND CONSULTANT TO VERIFY DETAILS AND UPDATE AS NECESSARY* REFER TO CHUTE VESTIBULE LAYOUTS ON SHEETS TR0.1 FOR ANY MISSING INFORMATION. TYPE I SHAFT TYPE III SHAFT NOTES: 1. 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 (1) 15x18 BOTTOM HINGED, ICD-2000, PNEUMATIC ASSIST CHUTE INTAKE DOOR FOR WASTE AND COMPOST AT EACH FLOOR. SEE DETAIL 2/-. PROVIDE (1) 15x18 BOTTOM HINGED, NORMALLY CLOSED LOW-VOLTAGE, ELECTRICALLY INTERLOCKED, AUTOMATIC OPENING DOOR FOR RECYCLING AT EACH FLOOR. SEE DETAIL 3/-. 2. 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. 3. 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/- FOR ANCHORING. POUR RINGS WILL VARY BASED ON THICKNESS OF FLOOR SLAB - PROVIDED BY MANUFACTURER. 4. TYPE I FLOOR: TO PREVENT CONCRETE BREAK-OFF, VERIFY MINIMUM DISTANCE WITH STRUCTURAL ENGINEER. 5. ARCHITECT SHALL VERIFY ALL FLOOR SUPPORT FRAME ANCHORING CONNECTIONS WITH RECOMMENDATIONS IN ACOUSTICS REPORT. R W/C (2) 30"Ø GALV. STEEL CHUTES W/ 34"Ø FLOOR OPENINGS, SEE NOTE 3 MASON BRA-RED SOUND ISOLATION PADS (4) TOTAL AT EA FLOOR SUPPORT FRAME (2) 30"Ø GALV. STEEL CHUTES W/ 34" SQUARED FLOOR OPENINGS, SEE NOTE 3 18" x 6" DISCHARGE ROOM VENT W/ 2HR FIRE-RATED SEPARATION - COORDINATE W/ MEP A36 L112" x 112" x 14 x 3'-4" LONG FLOOR SUPPORT FRAMES MASON BRA-RED SOUND ISOLATION PADS (4) TOTAL AT EA FLOOR SUPPORT FRAME CHUTE SHAFT DETAILS PLAN VIEWS 15 SCALE: NTS 18" x 6" DISCHARGE ROOM VENT W/ 2HR FIRE-RATED SEPARATION - COORDINATE W/ MEP A36 L112" x 112" x 14 x 3'-4" LONG FLOOR SUPPORT FRAMES 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" 34" 34" NOTES: 1. ALL HARDWARE PLATED 2. REFER TO MANUFACTURERS SPECIFICATIONS FOR ALL OTHER INFORMATION NOT INCLUDED. MASON BRA-RED MOUNT ISOMETRIC VIEW SCALE: 934 Howard Street San Francisco, CA 94103 P. (415) 677-0966 SHEET SIZE: 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. 30 x 42 STAMP Project Status Issue Date 2126 BM SHEET NUMBER: STAMP:
plot date : REVISIONS : ISSUE: ISSUE DATE: SCALE: PROJECT NUMBER: CHECKED BY: DRAWN BY: SHEET NAME: CLIENT: PROJECT NAME & ADDRESS: # DESCRIPTION DATE PLANNING APPLICATION 02/01/2023 SB 1 PLANNING APPLICATION RESUBMITTAL 10/10/2023 2 PLANNING APPLICATION RESUBMITTAL #2 01/29/2024 AMERICAN TRASH MANAGEMENT 1900 POWELL STREET, SUITE 220 EMERYVILLE, CALIFORNIA 94608 P: 415.292.5400 F: 415.292.5410 [email protected] As Indicated TR2.0 4TH & RAILROAD San Mateo, CA CHUTE DETAILS 30"Ø 4TH & RAILROAD

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