Agenda packet — Daly City City Council, July 24, 2023 (part 3 of 3)

CONTINUOUS AND

SMOOTH GUIDE
RAIL 2"-4" O.C.

ABOVE RAMP SURFACE

RAILING DETAIL FOR RAMP

GUIDE RAIL DETAIL

2"-4" ABOVE

RAM SURFACE

WHEEL GUIDE DETAIL

GUIDE RAIL DETAIL FOR RAMP
12" MIN.
34"-38"
MIN. 6'-0" MIN. 5'-0"
12" MIN.
12 1
N.T.S.TYP. HANDRAIL

HOUSING ACCESSIBILITY
490
5/8
11 MIN. CHARACTERS

AND SVMBOLS HEIGHT

PLACE STAR

ALONGSIDE

MAIN EXIT

FLOOR NUMBER
·I~.·
~ 0 2 -l u...
;;: LU
Lfl >
("I"'l a
3 1
S
OFEN
<D>
3/4" MIN.
, .. BUTION DIAMETER
---+-1------'-- 3/8 U MIN.

SEPARATION
co <t (a) ELEVATOR CONTROL PANEL DETAIL
:r: u «
0:::0
00::: u...Q.
.0-
~<t
~~ ;;; 0
000::: o:::tu..

CONTROL PANEL
SEE (a)
::r::
o:::U
0«
u.. O
.0::::
x 0...
«0-
~< IJ.J :; a o:::t_
1J)t./'J
.. ..
... ... RAIL
(b) MAXIMUM INSTALLATION HEIGHTS ABOVE CAB FLOOR
FIGURE 11A·7B

ELEVATOR CONTROL PANEL
2013 CALIFORNIA BUILDING CODE

HOUSING ACCESSIBILITY
490
5/8
11 MIN. CHARACTERS

AND SVMBOLS HEIGHT

PLACE STAR

ALONGSIDE

MAIN EXIT

FLOOR NUMBER
·I~.·
~ 0 2 -l u...
;;: LU
Lfl >
("I"'l a
3 1
S
OFEN
<D>
3/4" MIN.
, .. BUTION DIAMETER
---+-1------'-- 3/8 U MIN.

SEPARATION
co <t (a) ELEVATOR CONTROL PANEL DETAIL
:r: u «
0:::0
00::: u...Q.
.0-
~<t
~~ ;;; 0
000::: o:::tu..

CONTROL PANEL
SEE (a)
::r::
o:::U
0«
u.. O
.0::::
x 0...
«0-
~< IJ.J :; a o:::t_
1J)t./'J
.. ..
... ... RAIL
(b) MAXIMUM INSTALLATION HEIGHTS ABOVE CAB FLOOR
FIGURE 11A·7B

ELEVATOR CONTROL PANEL
2013 CALIFORNIA BUILDING CODE
N.T.S.ELEVATOR CONTROL PANEL DETAIL
FLOOR lANDING

NUMBERS ON

BOTH SIDES OF
DOOR JAMB --+----,'+----+t-+----'-H+f\Io~
CALL
BUTTON -+----H-----,
\
NOTE:
\,
~ ~t

HALL LANTERN

THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A ORLINE B. LINE AAND LINE B REPRESENT THE VERTICAL LOCATION OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT.

FIGURE 11A-7C

HOISTWAY AND ELEVATOR ENTRANCES
A "'CEPTABl E (;
'13
(f) 12
0 '11 z:
0 10
0 9 LU
(f)
B
z: 7
LU 6
~
5 t-
~ ~
~ ,...
~~
~ r
,
~ "..
~~
4 .... 3
2 0'
fI'
5 6 8 -14 16 18
2013 CALIFORNIA BUILDING CODE
o DISTANCE IN FEET
FIGURE 11A-7D

GRAPH OF TIMING EQUATION

HOUSING ACCESSIBILITY
491
N.T.S.ELEVATOR ENTRANCE
N.T.S.

TYP. STAIRS NOSING

WARNING STRIPING & HANDRAIL EXTENSIONS
N.T.S.

N.T.S.GURNEY ELEVATOR REQUIREMENT

ELEVATOR INFORMATION TO BE USED FOR FUTURE REFERENCE IN RELATION TO THE FIRE ALARM AND SPRINKLER DESIGN REQUIREMENTS:

1. PASSENGER ELEVATOR YES__X__ NO_____

2. ELEVATOR HOISTWAY IS NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE YES__X__ NO_____

3. ELEVATOR CAR ENCLOSURE MATERIAL MEET THE REQUIREMENTS OF ASME A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS YES__X__ NO_____

4. ELEVATORS UTILIZE POLYURETHANE-COATED STEEL BELTS OR OTHER SIMILAR COMBUSTIBLE MATERIAL YES_____ NO_____

5. ELEVATOR IS A MACHINE ROOM-LESS ELEVATOR

6. THE FOLLOWING AREAS HAVE SPRINKLERS: _____TOP OF HOISTWAY _____BOTTOM OF HOISTWAY __X___ASSOCIATED MACHINERY SPACES _____MACHINE ROOM
***HYDRAULIC ELEVATOR TO COMPLY WITH CBC. SEC. 718.14.1 EXCEPTIONS 1, 3, & 8 69A WATER STREET

SAN FRANCISCO
CALIFORNIA 94133
TEL. 415.749.0302
FAX. 415.928.5152
Revisions:
345 6TH STREET
NEW CONSTRUCTION:

MIXED USE
36-UNIT RESIDENTIAL

OVER COMMERCIAL
BLOCK 3753/LOT 081
NOTICE
These drawings and speciﬁcations
are the property and copyright of
Kerman/MorrisArchitects and shall
not be used on any other work
except by written agreement with
Kerman/Morris Architects.

The Contractor shall verify all
existing conditions. Written
dimensions take preference over
scaled dimensions and shall be
veriﬁed on the project site. Any
discrepancy shall be brought to
the attention of Kerman Morris
Architects prior to the
commencement of any work.

These drawings are an industry
standard builders set for building
permit and to assist the contractor
in construction. The drawings
show limited and only
representative/typical details.

SPECIFICALLY EXCLUDED

FROM THE SCOPE OF DESIGN

SERVICES AND AS INDICATED

IN THESE PLANS ARE ALL

WATERPROOFING DETAILS/

DESIGN, WHICH ARE THE

RESPONSIBILITY OF THE
CONTRACTOR/BUILDER.

All attachments, connections,
fastenings, etc., are to be properly
secured in conformance with best
practice, and the Contractor shall
be responsible for providing and
installing them.

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

JOB NO.:

DRAWING
0515 345 6TH STREET
4/8/13 - PROGRESS SET
4/8/13
RH
TM
0515
A-5.3
of sheets3330
PLANNING REV #1 10/18/051

ACCESSIBILITY DETAILS
PLANNING REV #2 08/09/062
PLANNING REV #3 06/21/073
PLANNING REV #4 10/29/084
PLANNING REV #5 03/04/095
PLANNING REV #6 04/17/096
BLDG PROGRESS 04/17/097

FOR SITE PERMIT ONLY
(NOT FOR CONSTRUCTION)
SITE PERMIT 07/03/12
1 2
1/4" MAX.

INTERIOR
CBC 1133B.2.4.1
1/2" MAX AT
1:2 SLOPE

EXTERIOR
5'-0"
3"

PLAQUE LOCATION

CENTER ON DOOR
BRAILLE SIGN. MOUNT WITHIN
6" OF JAMB W/ TEXT TO
MATCH USE. PROVIDE

INTERNATIONAL SYMBOL OF
ACCESSIBILITY.

DOOR JAMB

KICK PLATE, WHERE OCCURS

FINISHED FLOOR LINE
SEE 5/- FOR

SIGNAGE
DETAIL
CL
1"
3" 6"
9"
6"
1'-0" DIAMETER
10 2
4 1
10 UNISEX

TOILET ROOM
2 1

ON PLAQUE WITH BRAILLE CHARACTERS
TEXT HEIGHT: 3/4"

OF ACCESSIBILITY
"UNISEX"
1/32" RAISED TEXT CENTERED
BELOW. REVISE COPY TO
TEXT STYLE: HELVETICA

INTERNATIONAL SYMBOL
LEGEND
4 10

WHITE COLORED GRAPHICS

BLACK BACKGROUND WITH
GRADE 2 BRAILLE CHARACTERS
5 5 1/4" THICK EQUILATERAL

TRIANGLE SUPERIMPOSED
OVER 1/4" THICK CIRCLE
NOTE: ACCESSIBLE SIGNAGE TO COMPLY
WITH CBC 1115.B.6. SEE 4/- FOR SIGN

MOUNTING HEIGHTS
NOTE:
(PER CBC S.1136A)
1) ELECTRICAL RECEPTACLE AND SWITCH/CONTROL OUTLETS SHALL BE LOCATED NO MORE THAN 48" A.F.F. MEASURED TO TOP OF OUTLET BOX, AND NO LESS THAN 15" A.F.F. MEASURED FROM BOTTOM OF OUTLET BOX. 2) WHERE RECEPTACLE OR SWITCH/CONTROL OCCUR AT BASE CABINETS, OUTLET BOX TO BE LOCATED NO MORE THAN 44" A.F.F.
18"
3'-0" MIN.42" MIN.
24" MAX.
24" MAX.
18" MIN.18" MIN.
3'-0" MIN.
4'-0" MIN.
3'-0" MIN.

ROLL-IN SHOWER-

SLOPE TO DRAIN
MAX 1/2" PER FT

TYP BATHROOM PLAN WITH SHOWER
NOTE: ALL DIMENSIONS ARE MINIMUM CLEAR DIMENSIONS
30"X 48"
CLR
30"X 48"
CLR
30"X 48"
CLR
MIN.

TYP BATHROOM PLAN WITH TUB
NOTE: ALL DIMENSIONS ARE MINIMUM CLEAR DIMENSIONS
30"X 48"
CLR
18"
42" TYP.*
44" @ PRIMARY
18" @ INT DRS
60"
Y
X 24"
60" *
48"
48"
24"
48"
54"
1'-0"
44" @ PRIMARY
42" TYP.*
PER SEC. 1132A.5
@ COMMON AREAS/ ACCESS TO COVERED

MULTIFAMILY DWELLING UNITS

FRONT APPROACH HINGE SIDE APPROACH LATCH SIDE APPROACH

FOR DOORS WITH BOTH

LATCH AND CLOSER
(DOORS W/O CLOSER = 44")
(DOORS W/O CLOSER = 44")
@ UNIT INTERIORS
PER SEC. 1126A.3

PULL SIDE

PUSH SIDE

ENTRY DOORENTRY DOOR
* NOTE: "42" MIN. FOR DOORS 32" CLEAR OPEN
"39" MIN. FOR DOORS 34" CLEAR OPEN
* NOTE: "DOORS SERVING INDIVIDUAL DWELLING UNITS = 44"
"DOORS W/ CLOSERS SERVING INDIVIDUAL DWELLING UNITS = 54" Y = 60" MIN, X = 36 MIN.

EXCEPTIONS:

IF Y > 60", X = 24" MIN @ EXTERIOR DOORS
IF Y > 60", X = 18" MIN @ INTERIOR DOORS

WITHIN UNIT

WITHIN UNIT
24" @ EXT DRS
SCALE: 3" = 1'-0"6 ACCESSIBLE THRESHOLD
SCALE: 1/2" = 1'-0"2 ACCESSIBLE SIGNAGE HEIGHT
SCALE: 3" = 1'-0"3 ACCESSIBLE BATHROOM SIGNAGE (COMMERCIAL)

NOT TO SCALE
1 ACCESSIBLE BATH - GRAB BARS
SCALE: 1' = 1'-0"9 ACCESSIBLE ELEVATOR CLEARANCES

NOT TO SCALE
4 ACCESSIBLE KITCHEN CLEARANCES
SCALE: 1/2" = 1'-0"5 ACCESSIBLE OUTLET/SWITCH HEIGHTS SCALE: 1/2" = 1'-0"8 ACCESSIBLE BATH - REQ'D CLEARANCES SCALE: 1/2" = 1'-0"7 ACCESSIBLE DOOR CLEARANCES
1/4" = 1'0"
SECTION @ DOOR / THRESHOLD
N.T.S.
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.4 Typical Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
7'-0"
1'-0 3/4"
7'-0"
8 1/4"
6'-3"
8'-9"
3'-3"3'-6"2'-0"
7'-0"

ELEVATOR TO COMPLY W/
CBC SEC. 1124A.1, & SEC
3002.4 TO ACCOMMODATE 24"
X 84" GURNEY IN HORIZONTAL
POSITION; COORDINATE

ELEVATOR SHAFT AND PIT
REQ'S W/ MFR/SUPPLIER;

UNDER SEPARATE PERMIT
90 MIN. ELEVATOR DOORS,
BY MFR.

ELEVATOR CAB, MFR.

N.T.S.ELEVATOR PLAN

Page 222 of 277 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.5 Typical Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
3'-0"
4'-0"
2'-3"
2'-10"
3'-2"

BOTTOM OF MIRROR
( 3'-4" MAX )
8"

WASHABLE PAINT
SURFACE TYP.

INSULATED EXPOSED

PLUMBING LINE

COAT HANGER
DCBA

TYPICAL RESTROOM ELEVATIONS
1/2" =1'-0"
2'-9"
2'-0"
1'-5" TO TOP OF TOILET SEAT TOILET

PAPER HOLDER WITHOUT STOPS
24" MIN.

MIN. 48" CLR.
42" MIN. 12" MAX
54" MIN.
7" -9"42" MIN., 25 POUND

CAPACITY GRAB BAR

WASHABLE PAINT
SURFACE TYP.
18"
6" COVER BASE (TYP.)
17"-18"
24" MIN.
36" MIN.
12" MIN.
3'-4" MAX
36" GRAB BAR
42" GRAB BAR
60" MIN.

WASHABLE PAINT
SURFACE TYP.
2'-9"
6" COVER BASE (TYP.)

WASHABLE PAINT
SURFACE TYP.

NOTE: TOILET TO BE TANK TYPE TOILET, TYP.

Ø 5'-0"
60" MIN. CLR. WHEEL TURNING
AREA OR "T" TURN
K - 3 9 4 - 4D E V O N S H I R EF A U C E T SB R A S S
CL
MIN. 24"
CL
12"
MAX.

TO CENTER

OF FIXTURE
MIN. 18"

TO CENTER

OF FIXTURE
MIN. 18"
36" GRAB BAR
MIN. 5'-0"
MIN. 48"
MIN. 32" CLR.

SIGNATURE

PRIVACY LOCK

ON DOOR

SEE PLANS

SEE PLANS
MIN. 18" CLR.

MIN. 12" CLR.

A
B
C
D
42" GRAB BAR
GRAB BAR:

LOCATE GRAB BARS ON EACH SIDES OF WATER CLOSETS OR ONE ON SIDE AND ONE BEHINDE WATER CLOSET. SIDE GRAB BARS TO BE 3'-6" LONG WITH FRONT END 2'-0" IN FRONT OF WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 3'-0". GRAB BARS ARE NOT TO ROTATE AND ARE TO BE NO SHARP OR ABBRASIVE ELEMENTS ON OR ADJACENT TO THEM. EDGES TO HAVE A MINIMUM 1/8" RADIUS.

SIGNAGE:

IDENTIFICATION SYMBOLS. DOORS LEADING TO THE MENS SANITARY ARE TO BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD. WOMENS SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THICK AND 12" DIAMETER THESE

GEOMETRIC SYMBOLS SHALL BE CENTRED ON THE DOOR AT THE HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR OF THE DOOR.

ALSO PROVIDE PERMENENT SIGN ON RAISED (1/32" MIN.) LETTERS OF SANS-SERIF UPPER CASE CHARACTERS ACOMPANIED BY GRADE 2 BRAILLE.

SIGNS SHALL BE INSTALLED ON THE WALL ADJAACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NP WALL SPACE ON THE LATCH

SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" A.F.F. TO THE CENTRE LINE OF SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROCH WITHIN 3" OF SIGNAGE WITHOUT

ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR.

LAVATORIES:
2'-10" IS THE RECOMMENDED HEIGHT FROM THE FLOOR TO THE TOP OF THE LAVATORY.

INSULATE OR COVER ALL HOT WATER AND DRAIN PIPES UNDER LAVATORY.

NO SHARP OR ABRASIVE EDGES UNDER LAVATORY.

GENERAL:

FAUCET CONTROLS AND OPERATING MECHANISMS MUST BE EASILY

OPERATED WITH ONE HAND AND MUST NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST.THE FORCE NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS. FOR LEVER OPERATED OR 15LBS. FOR PUSH TYPE.

HANDICAP ACCESSIBILITY NOTES

1. ALL DOORS SHALL HAVE CLEAR OPENING OF MIN. 32"

2. ALL AREAS ACCESSIBLE BY OTHERS SHALL BE ACCESSIBLE BY THE HANDICAPPED PERSON.

3. DOOR HARDWARE SHALL COMPLY WITH TITLE 24, SECTION 3304 (i.2), HARDWARE.

4. PROVIDE 10" MIN. SMOUTH "KICK PANEL' AT THE ENTRY DOOR TO COMPLY WITH THE DISABLED ACCESS REQUIREMENTS.

5. PROVIDE REST ROOM IDENTIFICATION WITH GEOMETRIC SYMBOLS PER T-24, 3105 (b) 1D AND BRAILLE LETTERS PER 3105A (e) 7 &10.

6. REST ROOMS TO COMPLY WITH THE FOLLOWING:

A. LAVATORIES: (T-24 1504)

1. DISTANCE TO WALL 18" MIN. FROM CL OF FIXTURE.

2. COUNTER SURFACE 34" MAX. FROM FINISHED FLOOR.

3. APRON CLEARANCE 23" MIN. FROM FINISHED FLOOR.

4. KNEE CLEARANCE 30" WIDE, 8" DEEP (MIN.) AT TOP.

5. TOO CLEARANCE 30" WIDE, 17" DEEP 9" HIGH (MIN.).

6. INSULATE ACCESSIBLE HOT WATER AND DRAIN PIPES.

7. FAUCET CONTROL FORCE 5 LB. MAX. LEVER-OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE.

8. SELF CONTROL VALVES TO REMAIN OPEN 10 SEC. MIN.

B. WATER CLOSETS: (T-24 1502 & 511-A 7&8)

1. TOILET SEAT TOP AT 17" MIN. & 19" MAX.

2. FLUSH CONTROL 44" MAX. ABOVE FLOOR AT WIDE SIDE.

3. FLUSH CONTROL FORCE 5 LB. MAX.

4. MIN. 32" CLEARANCE OF ALL DOORS

5. MIN. 5'-0" CLEAR AT FRONT OF WATER CLOSET FOR SIDE ENTRY

KNEE CLEARANCE
N.T.S.

TYP. GRAB BAR SECTION
N.T.S.

PAPER TOWEL

DISPENSER

COMBINATION TOWEL

AND WASTE

DISPENSER

NAPKIN DIPENSER

TOILETE SEAT

COVER DISPENSER
TRASH

THERMOSTAT SWITCH
MAX. 3'-4"
MAX. 4'-0"
12"
12"
60" ABOVE FINISH
FLOOR, TYP.MEN'S
4" THICK 4" THICK

WOMEN'S
4" THICK
UNISEX
12" Ø12" Ø 12" Ø

ADA PERMANENT ROOM IDENIFICATION SIGNAGE
MIN. 6"
MIN. 6"
60" ABOVE FINISH
FLOOR, TYP.

CL CL CL
CL CL
CL
N.T.S.

TYP. ACCESSIBLE RESTROOM SYMBOL & SIGN

TYPICAL GEOMETRIC DOOR SYMBOL

PICTORIAL SYMBOL SIGN

OUTSIDE DIMENSION OF THE

PICTOGRAM FIELD SHALL BE A
MINIMUM OF 6 INCHES IN HEIGHT

CHARACTERS SHALL BE RAISED
1/32 INCH MIN., AND A MIN. OF 5/8
INCH HIGH & MAX. OF 2 INCHES
HIGH. UPPERCASE LETTERS
GRADE 2 BRAILLE
3"
NOTE:
- LETTERS AND NUMBERS ON SIGNS SHALL BE RAISE, CONTRASTING IN COLOR, AND HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10, AND RAISE 1/32" MIN., AND BE ACCOMPANIED BY BRAILLE. -WHERE PERMANENT SIGNAGE IS PROVIDED FOR ROOMS AND SPACES, SIGNAGE AS DESCRIBED ABOVE SHALL ALSO BE PROVIDED ON THE STRIKE SIDE OF THE DOOR.

FINISH FLR
N.T.S.

H.C. ACCESSORY NOTES AND DETAILS

Page 223 of 277 ends

69A WATER STREET

SAN FRANCISCO
CALIFORNIA 94133
TEL. 415.749.0302
FAX. 415.928.5152
Revisions:
345 6TH STREET
NEW CONSTRUCTION:

MIXED USE
36-UNIT RESIDENTIAL

These drawings are an industry
standard builders set for building
permit and to assist the contractor
in construction. The drawings
show limited and only
representative/typical details.

SPECIFICALLY EXCLUDED

FROM THE SCOPE OF DESIGN

SERVICES AND AS INDICATED

IN THESE PLANS ARE ALL

WATERPROOFING DETAILS/

DESIGN, WHICH ARE THE

RESPONSIBILITY OF THE
CONTRACTOR/BUILDER.

All attachments, connections,
fastenings, etc., are to be properly
secured in conformance with best
practice, and the Contractor shall
be responsible for providing and
installing them.

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

JOB NO.:

DRAWING
0515 345 6TH STREET
4/8/13 - PROGRESS SET
4/8/13
RH
TM
0515
A-5.3
of sheets3330
PLANNING REV #1 10/18/051

ACCESSIBILITY DETAILS
PLANNING REV #2 08/09/062
PLANNING REV #3 06/21/073
PLANNING REV #4 10/29/084
PLANNING REV #5 03/04/095
PLANNING REV #6 04/17/096
BLDG PROGRESS 04/17/097

FOR SITE PERMIT ONLY
(NOT FOR CONSTRUCTION)
SITE PERMIT 07/03/12
1 2
1/4" MAX.

INTERIOR
CBC 1133B.2.4.1
1/2" MAX AT
1:2 SLOPE

EXTERIOR
5'-0"
3"

PLAQUE LOCATION

CENTER ON DOOR
BRAILLE SIGN. MOUNT WITHIN
6" OF JAMB W/ TEXT TO
MATCH USE. PROVIDE

INTERNATIONAL SYMBOL OF
ACCESSIBILITY.

DOOR JAMB

KICK PLATE, WHERE OCCURS

FINISHED FLOOR LINE
SEE 5/- FOR

SIGNAGE
DETAIL
CL
1"
3" 6"
9"
6"
1'-0" DIAMETER
10 2
4 1
10 UNISEX

TOILET ROOM
2 1

ON PLAQUE WITH BRAILLE CHARACTERS
TEXT HEIGHT: 3/4"

OF ACCESSIBILITY
"UNISEX"
1/32" RAISED TEXT CENTERED
BELOW. REVISE COPY TO
TEXT STYLE: HELVETICA

INTERNATIONAL SYMBOL
LEGEND
4 10

WHITE COLORED GRAPHICS

BLACK BACKGROUND WITH
GRADE 2 BRAILLE CHARACTERS
5 5 1/4" THICK EQUILATERAL

TRIANGLE SUPERIMPOSED
OVER 1/4" THICK CIRCLE
NOTE: ACCESSIBLE SIGNAGE TO COMPLY
WITH CBC 1115.B.6. SEE 4/- FOR SIGN

ROLL-IN SHOWER-

SLOPE TO DRAIN
MAX 1/2" PER FT

TYP BATHROOM PLAN WITH SHOWER
NOTE: ALL DIMENSIONS ARE MINIMUM CLEAR DIMENSIONS
30"X 48"
CLR
30"X 48"
CLR
30"X 48"
CLR
MIN.

MULTIFAMILY DWELLING UNITS

FRONT APPROACH HINGE SIDE APPROACH LATCH SIDE APPROACH

FOR DOORS WITH BOTH

LATCH AND CLOSER
(DOORS W/O CLOSER = 44")
(DOORS W/O CLOSER = 44")
@ UNIT INTERIORS
PER SEC. 1126A.3

PULL SIDE

PUSH SIDE

EXCEPTIONS:

IF Y > 60", X = 24" MIN @ EXTERIOR DOORS
IF Y > 60", X = 18" MIN @ INTERIOR DOORS

WITHIN UNIT

WITHIN UNIT
24" @ EXT DRS
SCALE: 3" = 1'-0"6 ACCESSIBLE THRESHOLD
SCALE: 1/2" = 1'-0"2 ACCESSIBLE SIGNAGE HEIGHT
SCALE: 3" = 1'-0"3 ACCESSIBLE BATHROOM SIGNAGE (COMMERCIAL)

NOT TO SCALE
1 ACCESSIBLE BATH - GRAB BARS
SCALE: 1' = 1'-0"9 ACCESSIBLE ELEVATOR CLEARANCES

KITCHEN ADA REQUIREMENT NOTES
NOTE: ALL KITCHENS SHALL COMPLY WITH SEC. 1133A

HOUSING ACCESSIBILITY
446 2013 CALIFORNIA BUILDING CODE
person in a wheelchair shall be provided at the range
or cooktop.

2. A clear floor space at least 30 inches (762 mm) by 48 inches (1219 mm) that allows either a parallel or for-
ward approach shall be provided at the kitchen sink
and all other fixtures or appliances including the oven, dishwasher, refrigerator/freezer and trash compactor.

3. A clear floor space at least 30 inches (762 mm) by 48 inches (1219 mm) that allows either a parallel or a for- ward approach shall be provided at the work surface
required by Section 1133A.4.

4. The centerline of the 30-inch (762 mm) by 48-inch
(1219 mm) clear floor space provided for parallel or
forward approach shall be aligned with the centerline
of the work space, appliance or fixture.
1133A.2.1 Clear width. Kitchens shall have a minimum
clear width measured between any cabinet, countertop or the face of any appliance (excluding handles and controls) that projects into the kitchen and the opposing cabinet, countertop, appliance or wall as follows:

1. U-shaped kitchens, designed with parallel approach
at a range or cooktop located at the base of the U,
shall have a minimum clear width of at least 60
inches (1524 mm). (See Figure 11A-10A.)

2. U-shaped kitchens, designed with a cooktop or sink
located at the base of the U, which provides a knee
and toe space in accord ance with Section 1133A.7
to allow for a forward approach, shall have a clear
width of at least 48 inches (1219 mm). (See Figure
11A-10A.)

3. All other kitchen designs shall provide a minimum
clear width of at least 48 inches (1219 mm). (See
Figure 11A-10A.)
1133A.3 Removable base cabinets. Sinks and work surfaces required by Section 1133A.4 (see Item 1 and Item 2) shall be provided with knee and toe s pace complying with Section 1133A.7. Base cabinets (including toeboard and shelving) directly under kitchen sinks and work surfaces shall be removable without the use of sp ecialized tools or specialized knowledge in order to provide knee and toe space. The finish floor beneath kitchen sinks and work surfaces shall be
extended to the wall.
1133A.4 Countertops. Kitchen countertops shall comply with this section and shall be provided with the following:

1. A minimum linear length of 30 inches (762 mm) of
countertop shall be provided for the kitchen sink instal- lation.

2. A minimum linear length of 30 inches (762 mm) of
countertop shall be provided for a work surface.

3. Sinks and work surfaces may be a single integral unit a minimum of 60 inches (1524 mm) in length, or be sepa-
rate components.

Exception: Two 15-inch (381 mm) wide minimum
breadboards may be provided in lieu of the required
30 inches (762 mm) of countertop work surface.
1133A.4.1 Repositionable countertops. Repositionable
countertops shall be provided in a minimum of 5 percent of the covered multifamily dwelling units. Repositionable countertops shall comply with the following:

1. Sinks and work surfaces required by Section
1133A.4 shall be designed to enable repositioning to
a minimum height of 28 inches (711 mm).

2. Base cabinets directly under sinks and work surfaces shall be removable as required in Section 1133A.3.

3. The sides of adjacent cabinets and the back wall,
which may become exposed to moisture or food han-
dling when a countertop is lowered, shall be con-
structed of durable, nonabsorbent materials
appropriate for such uses.

4. Finished flooring shall be extended to the wall
beneath the sink and work surface.

Exceptions:

1. Stone, cultured stone and tiled countertops
may be used without meeting the reposi-
tioning requirements.

2. Two 15-inch (381 mm) wide minimum
breadboards may be provided in lieu of the
required 30 inches (762 mm) of countertop
work surface, and used without meeting the
repositioning requirements.
1133A.5 Lower shelving. Lower shelving and/or drawer
space shall be provided in the kitchen at a height of no more than 48 inches (1219 mm) above the floor.
1133A.6 Kitchen sink faucet controls. Faucet 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 shall be no greater than 5 pounds (22.2N). Lever- operated, push-type and elec- tronically controlled mechanisms are examples of acceptable designs. Self-closing valves are allowed if the faucet remains open for at least 10 seconds.
1133A.7 Knee and toe space. Knee and toe space, when
required by Section 1133A, shall comply with Section
1138A.2 and the following:

1. The knee and toe space shall be clear and unob-
structed, or removable base cabinets in compliance
with Section 1133A.3 shall be provided.

2. The knee and toe space shall be 30 inches (762 mm)
wide minimum, cent e
red on the sink, countertop or
appliance.

3. A clear floor space shall not extend into the knee and toe space more than 19 inches (483 mm).
1133A.7.1 Plumbing protection. Water supply and drain
pipes under kitchen sinks shall be insulated or otherwise cov- ered to protect against contact. There shall be no sharp or abrasive surfaces under kitchen sinks.
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HOUSING ACCESSIBILITY
2013 CALIFORNIA BUILDING CODE 445

3. Secondary exterior doors onto decks, patios or balcony surfaces constructed of impervious materials (e.g., con- crete, brick, flagstone) may have a maximum change in
height from the interior landing of 4 inches (101.6 mm).

Changes in height greater than
1/2 inch (12.7 mm) shall
be accomplished by means of a ramp complying with
Section 1114A or by means of a platform constructed to
the level of the floor as illustrated in Figure 11A-8J.

4. Secondary exterior doors onto decks, patios or balcony surfaces constructed of impervious materials (e.g., con- crete, brick, flagstone) may have a maximum change in
height from the interior landing of 1 inch (25.4 mm),
provided a ramp with a maximum slope of 1:8 is per-
manently installed. (See Figure 11A-8K.)

5. In buildings containing covered multifamily dwelling units, the floor or landing immediately outside the entry may be sloped up to
1/4 inch (6.35 mm) per foot (12
inches) (305 mm), in a direction away from the primary
entrance of the dwelling unit for drainage.
1132A.4.1 Thresholds. Thresholds at the primary entry and required exit doors shall be no higher than 1/2 inch (12.7 mm). Thresholds at secondary exterior doors, including slid- ing door tracks, shall be no higher than
3/4 inch (19.05 mm).

Changes in height at interior door thresholds (e.g., floor material changes at door thresholds) shall not exceed 1/2 inch (12.7 mm). Thresholds shall comply with the following:

1. Thresholds with a change in height of not more than
1/4 inch (6.35 mm) may be vertical.

2. Thresholds with a change in height between 1/4 inch
(6.35 mm) and 3/4 inch (19.05 mm) shall be beveled
with a slope no greater than 1 unit vertical in 2 units horizontal (50-percent slope).
1132A.5 Maneuvering clearances at doors.
1132A.5.1 General. The floor or landing on the dwelling unit side of the primary entry door and any required exit door shall have a minimum length of not less than 44
inches (1118 mm). Section 1126A.3 shall apply to maneu- vering clearances at the side of the door exposed to com- mon or public use spaces.

Manuevering clearances at interior doors shall provide
a minimum length on both sides of the door of at least 42 inches (1067 mm) measured at a right angle to the plane of the door in its closed position.

Exception: A 39-inch (991 mm) length is acceptable at
interior doors when a minimum clear opening width of
34 inches (864 mm) is provided.
1132A.5.2 Strike edge maneuvering space at doors. The
width of the level area on the side to which the door
swings shall extend 18 inch es (457 mm) past the strike edge for all doors. The width of the level area at the exte- rior side of the primary entry door and any required exit doors shall comply with Section 1126A.

Notes:

1. See Section 1134A for bathrooms that are required
to be accessible.

2. Twenty-four inches (610 mm) is preferred for
strike edge clearance.
1132A.6 Closer-effort to operate doors. Maximum effort to operate doors shall not exceed 8
1/2 pounds (38 N) for exterior
doors and 5 pounds (22 N) for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door oper ators may be utilized to meet these standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate enforcement agency, not to exceed 15 pounds (66.7 N).
1132A.7 Type of lock or latch. The type of latch and lock required for all doors shall be in accordance with Section 1132A.8 and Chapter 10, Section 1008.
1132A.8 Hand-activated door hardware. Hand-activated
door latching, locking and opening hardware shall be cen- tered between 30 inches (762 mm) and 44 inches (1118 mm) above the floor. Latching and locking doors that are hand- activated and on an accessible route shall be operable with a single effort by lever-type hardware, panic bars, push-pull activating bars or other hardware designed to provide pas- sage without requiring the ability to grasp the opening hard- ware. Locked exit doors shall operate consistent with Section 1132A.6, in the direction of egress.
1132A.8.1 Lever-type hardware. The lever or lever of
actuated latches or locks shall be curved with a return to within
1/2 inch (12.7 mm) of the door to prevent catching
on the clothing of persons during egress in Group R and U occupancies with an occupant load greater than 10.
1132A.9 Smooth surface. Swinging door or gate surfaces
within 10 inches (254 mm) of the finish floor or ground mea- sured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm) of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped.

Exceptions:

1. Automatic doors.

2. Tempered glass doors without stiles and having a
bottom rail or shoe with the top leading edge
tapered at 60 degrees minimum from the horizontal.

3. Doors or gates that do not extend to within 10
inches (254 mm) of the finish floor.
1132A.10 Door signal devices. Every primary entrance to a covered multifamily dwelling unit shall be provided with a door buzzer, bell, chime or equivalent. The activating mecha- nism shall be mounted a maximum of 48 inches (1219 mm)
above the floor and connected to permanent wiring.

SECTION 1133A

KITCHENS
1133A.1 General. Kitchens shall be on an accessible route and shall comply with this section. (See Figure 11A-10A.) 1133A.2 Clear floor space. Clear floor space at kitchens shall comply with the following:

1. A clear floor space at least 30 inches (762 mm) by 48 inches (1219 mm) that allows a parallel approach by a
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BATHING AND TOILET FACILITIES ADA REQUIREMENTS
(ONLY ONE COMPLYING BATHROOM IS PROVIDED):

1.TOILET, BATHING AND SHOWER FACILITIES SHALL COMPLY WITH SEC. 1134A.4

2. BATHTUBS SHALL COMPLY WITH SEC. 1134A.5

3. SHOWERS SHALL COMPLY WITH SEC. 1134A.6

4. WATER CLOSETS SHALL COMPLY WITH SEC. 1134.7

5. LAVATORIES, VANITIES, MIRRORS AND TOWEL FIXTURES SHALL COMPLY WITH SEC. 1134A.8

6. WHERE BOTH A TUB AND SHOWER ARE PROVIDED IN THE BATHROOM, AT LEAST ONE SHALL BE MADE ACCESSIBLE. ADDITIONAL

REQUIREMENTS APPLY TO DWELLING UNITS CONTAINING TWO OR MORE BATHROOMS WHEN A BATHTUB IS PROVIDED AS THE ACCESSIBLE BATHING FIXTURE.

7. WHEN TWO OR MORE LAVATORIES ARE PROVIDED, AT LEAST ONE SHALL BE MADE ACCESSIBLE AND COMPLY WITH SEC. 1134A.8

8. BATHROOMS SHALL BE PROVIDED WITH AN ACCESSIBLE ROUTE INTO AND THROUGH THE BATHROOM.

9. IF A DOOR IS PROVIDED, IT SHALL COMPLY WITH THE REQUIREMENTS OF SEC. 1132A.5

10. A MINIMUM 18-INCH CLEAR MANEUVERING SPACE SHALL BE PROVIDED ON THE SWING SIDE OF THE DOOR AT THE STRIKE EDGE OF THE DOOR.

11. SWITCHES, OUTLETS AND CONTROLS SHALL COMPLY WITH SEC. 1142A

12. REINFORCED WALLS TO ALLOW FOR THE FUTURE INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB AND SHOWER SHALL COMPLY WITH SEC. 1134A.5 FOR BATHTUBS, 1134A.6 FOR SHOWER AND 1134A.7 FOR WATER CLOSETS. GRAB BARS SHALL COMPLY WITH SEC 1127A.4

13. ALL OTHER ADDITIONAL BATHROOMS MUST COMPLY WITH ITEMS 8 THROUGH 12 ABOVE.

14. ALL POWDER ROOMS SHALL BE DESIGNED TO COMPLY WITH SEC. 1134A.2, AND ITEMS 8 THROUGH 12 ABOVE. WHEN THE POWDER ROOM IS THE ONLY TOILET FACILITY LOCATED ON AN ACCESSIBLE LEVEL, IT SHALL COMPLY WITH ITEMS 1 THROUGH 12 ABOVE, PLUS ALL ADDITIONAL REQUIREMENTS LOCATED IN SEC. 1134A.4, 1134A.7 AND 1134A.8.

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1/4" 2- SDS SCREWS
TO EA. STUD
F. FLR.

TYP. BATHROOM
30 48
18" MIN.

MIN. 60"
30" MIN.
36" MIN. CLR
24" MAX
18" MIN.
48" MIN.
8'-0" MIN.
32" MIN. CLR
5'-6" MIN.
36" MIN.
30 3018 999
30"
48"
30"
48"
30"
48"
TYP. KITCHEN
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.6 Typical Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
TYP. GRAB BAR REINFORCEMENT
N.T.S.

PART TWO: CHAPTER 6

FAIR HOUSING ACT DESIGN MANUAL
Because of standard stud spacing,
reinforced areas often will have
to be longer than specified to
support necessary blocking.
24" min.
horizontal
2" thick solid
12" max.
16" o.c. 16" o.c.
wood blocking
Plan View of Extended Horizontal Blocking
Between Conventional Wood Studs
16" o.c. 16" o.c.

Additional vertical studs can be placed at
ends of each specified r
einforced area. This
method is more expensive, difficult to install
accurately, and more difficult to find after
construction. It provides less flexibility in bar 12" max. 24" min. placement and is more likely to result in a
weak connection.

Additional Stud Method
of Reinforcing for Grab Bars
A manufactured, formed metal
reinforcing plate can be spot
welded or screwed to studs.
metal
plate
metal
studs
Reinforcing at Metal Studs

6.16 1/4" METAL PLATE

METAL STUDS
1/4" 2- SDS
SCREWS TO EA.

STUD

GRAB BAR ATTACHMENT
PER MFR.

RECOMMENDATION
Reinforcing at WD Studs

Page 224 of 277 ends

S-1
2 HAT MAY BE USED AT PANEL JOINT
ISULATION - THICKNESS VARIES 1"-3"

RAIN SCREEN PANEL

VERTICAL 'Z'

CONNECTOR
HORIZ. 'Z' OR 'HAT'

W/ CONNECTOR

MOTO ROCK INSULATION -
THICKNESS VARIES 1" - 3"
GYP. BOARD SHEATHING

FASTENER PER NOTES
ENGAGE 3 FULL THREADS

TYPICAL
1/16" NYLON WASHER
1/16" NYLON WASHER
NOTE:

IF SHIMMING IS REQUIRED IT SHOULD

BE BETWEEN THE HORIZONTAL AND

VERTICAL MOTO WITH HORSESHOE
SHIMS

SELF SEALING WATER/MOISTURE
BARIER

STUDS BEHIND

INSULATION & GYP
BOARD
'Z' OR
'HAT'
'Z' OR 'HAT'H - HORIZONTAL SPACE PER CHART

V - VERTICAL SPACE PER CHART

FASTENERS PER
NOTES TYP.

OUTSIDE CORNER

INSIDE CORNER
HAT
2 15/16"
7/8"
4 1/8"
4 1/8"4 13/16"
4 13/16"
7/8"
5 7/16"
S-1
3 Sim
S
No. 4063
US
FO AC
TRTAT
S
E TUC
RE
TSIGER
E HOT
O
S
RP
AM
D
SFE
.A

IL F NR
L
O
RA IA
GLE I
REEN
LAN
T
I
CA
O
S NE
SHEET NO.

PROJECT NO.

PROJECT ENGINEER PROJECT DRAFTSMAN

DOCUMENT REVIEW

SHEET TITLE
1ST ISSUE DATE

DRAWN BY
REV. DATE DESCRIPTION

MOTO EXTRUSIONS
inc.
411 CAPITOLA AVENUE
CAPITOLA CA, 95010
PH: 1.855.532.MOTO (6686)
FAX: 1.831.479.9325
8/17/2015 10:49:48 AM
S-1

MOTO EXTRUSION

PROPERTIES
B15-137
8/14/2015
EEC
ALLOWABLE VERTICAL SPACING (V) FOR VARIOUS HORIZ. SPACING AND ALLOWABLE WIND LOADS...

WIND LOAD (ASD) H=12" OR LESS H=12"-29" H=24"-36"
15 PSF 4' - 8" 3' - 8" 3' - 3"
2 0 PSF 4' - 3" 3' - 4" 2' - 11"
25 PSF 3' - 11" 3' - 1" 2' - 9"
30 PSF 3' - 8" 2' - 11" 2' - 7"
35 PSF 3' - 6" 2' - 9" 2' - 5"
40 PSF 3' - 4" 2' - 8" 2' - 4"
45 PSF 3' - 3" 2' - 7" 2' - 3"
50 PSF 3' - 1" 2' - 5" 2' - 2"
SECTION PROPERTIES Lb=2.0 ft. Lb=4.0 ft.

EXTRUSION TYPE Ix (IN4) Iy (IN4) Max (K.IN) May (K.IN) Ma x (K.IN) May (K.IN) HAT 0.084149 1.6011 2.67 7.35 2.56 4.26
INSIDE CORNER 2.011 2.011 1.08 1.05 0.96 0.89
OUTSIDE CORNER 1.4515 1.4515 8.04 8.04 7.73 7.73
Z 0.03478 0.08196 9.87 9.87 9.71 9.71
4ISOMETRIC VIEW
3" = 1'-0"
2SECTION DETAIL
1 1/2" = 1'-0"
3FRAMING ELEVATION
S-1
2 N.T.S.
1ENGINEERING CHART

1. INLAND MILD CLIMATE:

EXTRUSIONS TO BE MIL FINISH
FASTENERS TO BE: #14 SELF DRILLING SCREWS BY ELCO W/ STALGUARD FINISH FOR COSTAL OR SEVERE CLIMATE:

EXTRUSIONS TO BE ANODIZED OR POWDER COATED
FASTENERS TO BE #14 HILTI BI-METAL KWIK-FLEX 304 STAINLESS STEEL

2. STUDS SUPPORTING SYSTEM TO BE 54 MIL Fy = 50 KSI MINIMUM 16 GA STEEL STUDS @ 16"

INCHES ON CENTER

3. WIND LOAD CHARTS MAY BE USED TO DETERMINE ACCEPTABLE LAYOUT FOR SPECIFIC CONDITIONS. ENGINEERING DATA PROVIDED FOR CUSTOM ANALYSIS BY A QUALIFIED ENGINEER.

4. VERTICAL MEMBERS MAY BE Z OR HAT (AT PANEL JOINTS) OR INSIDE OR OUTSIDE CORNER AS

DESIRED WITHOUT MODIFICATION TO CHART

5. CHARTS BASED UPON DEFLECTION CRITERIA OR L/240. IF PANEL SUPPORTED REQUIRES MORE STRINGENT CRITERIA USE ENGINEERED DATA TO DETERMINE REQUIRED SPACING.

6. WIND LOADS LISTED ARE EXTERNAL PRESSURES ONLY. INTERNAL PRESSURES MAY BE SUBTRACTED FROM WALL PRESSURES BEFORE ENTERING CHART.

7. FASTENING OF PANEL TO VERTICAL EXTRUSIONS IS PER PANEL MANUFACTURER GIVEN THE SPECIFIC WIND LOADING REQUIRED.

8. CHARTS ARE LIMITED TO PANELS WEIGHING, 6 PSF MAXIMUM. WEIGHTS BEYOND THIS LIMIT

MUST BE EVALUATED BY A QUALIFIED ENGINEER
NOTES

WATER PROOFING ELEVATION PANEL

DOOR/WINDOW WATER PROOFING & INSTALLATION DETAILS

ROUGHED

IN OPENNING
LINTEL
WINDOW
SILL

SEE NOTE

ATTACH A FILL STRIP OF ASPHALT-SATURATED ROOFING
FELT PAPER AT LEAST 9" WIDE WITH THE TOP EDGE EVEN
WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND THIS
SILL STRIP AT LEAST 8" BEYOND THE EDGE OF THE ROUGH
OPENING FOR WINDOW. ATTACH FELT WITH GALVANIZED
ROOFING NAILS OR RUST-RESISTANT STAPLES.
1 AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIPS (SIDE OF OPENING) AT LEAST 9" SIDE WITH INSIDE EDGE OF
FELT EVEN WITH EDGE OF WINDOW OPENING. START
JAMB STRIPS 1" BELOW THE SILL STRIP AND EXTEND JAMB
STRIPS 4" ABOVE THE LOWER EDGE OF THE LINTEL (TOP
OF WINDOW OPENING).
2 1"
4"

SEE NOTE

APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF

THE WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH

OPENING, WITH FLANGES OVER THE INSTALLED FLASHING
FELT STRIPS. AFTER WINDOW IS PLACED, INSTALL THE
HEAD FLASHING OVER THE WINDOW FLANGE. THIS IS A
STRIP OF BITUMINOUS MEMBRANE AT LEAST 9" WIDE.
3 FLASHING TO BE 15LB.

ASPHALT SATURATED FELT,

SELF HEALING BITUTHENE

MEMBRANE, OR DUPONT
"FLEXWRAP" - TYP.

STARTING AT THE BOTTOM OF THE WALL (SILL PLATE),
LAY WATER - RESISTANT PAPER UNDER THE SILL STRIP.

CUT ANY EXCESS WATER - RESISTANT PAPER THAT MAY

EXTEND ABOVE THE SILL FLANGE ON EACH SIDE OF THE
OPENING. (SHOWN IN DIAGRAM AS SHORT DASHED
LINES). INSTALL SUCCEEDING COURSES OF
WATER-RESISTANT PAPER (B, C. ETC.) OVER JAMB AND
HEAD FLANGES IN SHINGLE-BOARD FASHION.

B
C
A
NOTE

FOR MOISTURE BARRIER
USE "TYVEK" OR

EQUIVALENT HOUSEWRAP
2" MIN
4 DOOR/WINDOW FLASHING
NOTES:

SECTION 1707(B), UNIFORM

BUILDING CODE, CALLS FOR

FLASHING OF ALL EXTERIOR

OPENINGS EXPOSED TO

WEATHER TO MAKE THEM
WEATHERPROOF. SINCE UBC

DOES NOT OUTLINE

PROCEDURES FOR WINDOW

FLASHING, TECHNIQUES SHOWN
HERE ARE RECOMMENDED.
-FOR FLASHING MATERIAL USE
15LB. ASPHALT SATURATED

FELT, SELF HEALING BITUTHENE

MEMBRANE, OR DUPONT
"FLEXWRAP"
-FOR MOISTURE BARRIER USE
"TYVEK" OR EQUIVALENT

HOUSEWRAP
-CAULK BACK OF WINDOW
FRAMES BEFORE SETTING. USE

WINDOWS THAT ARE
WATERTIGHT.

CROSSFIELD PRODUCTS CORP.

DEX-O-TEX FLASHING (TERMINATES

IN REGLET OR COUNTER-FLASHING)

SUBSTRATE (CONCRETE, CONCRETE
TOPPING OVER INSULATION. PLYWOOD,

OR DEX-O-TEX UNDERLAYMENT)

DEX-O-TEX RUBBER-CEMENT

TRAFFIC SURFACE

DEX-O-TEX WATERPROOF LATEX

MEMBRANE (FABRIC-REINFORCED)

DEX-O-TEX SLIP SHEET

NON-COMBUSTIBLE MATERIALS
18"

PARAPET, FIRE RATING & WATER PROOFING
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.7 Typical
Waterproofing
Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

Page 225 of 277 ends

9 1/4"
3'-3 3/8"
2 3/4"
STROKE
1'-5 7/8"
4'-2 3/8"

REFUGE SPACE

SECTION B - B

DRAWN DATEJOB NUMBER
DATE SYM.REVISIONBY
CHKD.

CHKD.

FOR:REV. SHEET NO.

OF 750 HARRISON2 7 AP 8/31/16
5'-0" PIT
11 13/16" BOT. OF STRIKE PLATE
13'-4 1/2" BOTTOM OF MACH. SUPPORT ASSY.
13'-2 1/2" TOP OF RAIL (MIN. SPLICE 5' FROM TOP OF RAIL) 8"9'-5 7/16" UNDER X-HEAD
11'-1" BRACKET AND INSERT
2"
CWT. RUNBY

MAXIMUM DESIGNED COUNTERWEIGHT
RUNBY OF 2 " INCHES.
7'-0" CLEAR ENTRANCE OPENING (TYP.)
8'-3" ROUGH OPENING (TYP.)
5'-2 11/16" TOP OF CWT. WITH CAR ON FULLY

COMPRESSED BUFFERS
5'-0" PIT 84' - 9" NET TRAVEL

SECTION A - A
1 R
15'-5" MINIMUM REQUIRED OVERHEAD
4'-0" MAX.

PIT LADDER
1'-11 3/4"
FLOOR HT. FLOOR
7 - 8
(4) CAVITY FILLERS, 165BDD001, PER ELEVATOR

PLACE CAVITY FILLERS INTO
BOTTOM OF CWT. FRAME
PRIOR TO STACKING FILLERS.

CWT. FILLERS
4'-0"
14'-9" MINIMUM REQUIRED CLEAR UNDER SAFETY BEAM

TOKEN CHAIN
8 - 9
R
11'-7 3/4" O.A. CWT.
93'-7 11/16"
1 7/8"
2"
5'-5"
1'-4 1/2"
8'-10" CAB

CAR RAIL
CDJ469
CAR
GOV.
(BY GEN. CONTR.)
5,000 LB. CAPACITY

SAFETY BEAM
2"
6"
IS B.T.U./HOUR.

CAUSED BY ELEVATOR EQUIPMENT

HEAT LOAD IN OVERHEAD
2,646
2'-1 1/2"
9'-4" TOP OF CAB AT
HIGHEST TRAVEL WITH 8'-10" O.A. CAB HT.
7 7/16"
1'-10 15/16"
1'-6 1/2"
4 1/16"
11'-0 1/4" O.A. STILE1/4"
7 7/16"
1'-0 1/2"3'-6"

FRONT FRONT
ELEVATOR 1
8'-10 11/16
4 - 5
5 - 6
6 - 7
1 - 2 10'-0"
2 - 3
3 - 4
9' - 3"
9 - R 10' - 0"
9' - 3"
9' - 3"
9' - 3"
9' - 3"
9' - 3"
9' - 3"
BDC
A
A
A 12/20/16 AUPDATED FLOOR-TO-FLOOR HEIGHTSJPC AP
DRAWN DATEJOB NUMBERREV. SHEET NO.

OF DATE SYM.REVISIONBY
FOR: 750 HARRISON

DO NOT SCALE THIS DRAWING
CHKD.

CHKD.

THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF THYSSENKRUPP ELEVATOR.
3 7 8/31/16AP

CDJ469
6 7/16"
1'-0 3/4"8 1/4"
8'-9" HOISTWAY
7'-0" PLATFORM
8 1/4"
4'-0 5/16"
7'-9" B.T.B. RAILS
1"
3 1/2"7'-2" D.B.G.

CWT.

CAR
1"
3 1/2"
3'-6 7/8"3'-6 7/8"
CAR P.U.C
A
4'-2 1/4"
CAR STA.
3 3/4"
3" 3'-6"
CLEAR OPNG.
3'-3"
7'-0 3/4" B.T.B. STILES
CAR P.U.C
7'-1 3/4" DIST. BET. P.U.
3'-6" CLEAR OPENING
@ 1-9 & R
11 1/4"
NOTE: IF DRYWALL CONSTRUCTION, INSTALL WALL AFTER
3'-3"
CARHALL STA.

PIT PLAN
6 7/16"
11 3/4"
8'-9" HOISTWAY
4'-0 5/16"
7'-9" B.T.B. RAILS
3 1/2"
7'-2" D.B.G.

CAR RAILS
CWT.

CAR
3 1/2"
4'-2 1/4"
7 1/4"
CWT.

BUFFER

PIT LIGHT BY
R2
R3
R4
R5R6
3 3/4" 8 1/4"
2'-3 1/8" D.B.G.
2'-10 1/8"
B.T.B. RAILS
E-STOP SW.
11"2'-11 5/8"
3 1/2"3 1/2"

PIT SUMP
(BY GEN.CONT.)
10 1/4"
4'-3 3/4"
P.I. @ 1
7'-0" HOISTWAY
1'-3"

PIT LADDER
1'-11 1/2" NOTCH
(1) 6" WIDE X 6" HIGH ELECTRICAL
RACEWAYS REQUIRED. LOCATION IS

DETERMINED BY RELATIONSHIP BETWEEN
CONTROLLER CLOSET AND HOISTWAY.

FINAL LOCATION TO BE VERIFIED WITH
THYSSENKRUPP FIELD SUPERINTENDENT.

B
B
R.L.A.R.L.B.

TOKEN
CHAIN
GEN. CONT.

BUFFER REACTIONS
R2
11,100 LBS.
16,450 LBS.

R4
R3

PIT FLOOR REACTIONS
R5
8,200 LBS.
3,775 LBS.

OVERHEAD SHEAVE ASSY. WT.,
RAILS, AND MACHINE WT.DYNAMIC (IMPACTED)
9,775 LBS.
5,350 LBS.

COMPOSITE REACTIONS
R6
8,025 LBS.
10,775 LBS.
6,450 LBS.
9,200 LBS.
1,575 LBS.

BUFFER
R1R1
BUFFER
3 1/2"
7"
R.L.C.

C SHV.

B
3'-7 3/4"
2'-5 3/8"
7'-0" HOISTWAY
5" FACE OF SILL
6'-3" PLATFORM1 1/4"

CAR RAILS
2'-11 5/8" 8 1/8"
2'-3 1/8"
CWT. D.B.G.
2'-10 1/8"
B.T.B. RAILS
3'-10 5/8"
3 1/2" 3 1/2"
PLAN VIEW : HOISTWAY
A
4'-9"

ROUGH OPENING
3 1/4" 3'-8 3/4"
1'-6"
INSERT
1'-5 1/8"2'-2 5/8"
TYP.
1'-8 5/8" 2'-6"
INSERT ABV. PIT
1'-6"
INSERT
7"

PIT LADDER

BY OTHERS

PIT LADDER POCKET
2 1/2" X 1'-11 1/2"
1'-11 1/2"
2 1/2"

POCKET EXTENDING FROM PIT FLOOR
TO 50" ABOVE THE BOTTOM LANDING
1'-2"
4 1/2" GOV. TAIL WT.

APS TAPE &

POSITIONING SENSOR
LIMIT SW.

ELEVATOR 1
W/ FIRE SERV. @ 1
@ CONC./C.M.U.@ CONC./C.M.U.

BDC
1,575 LBS.
1,575 LBS.
1,575 LBS.

D.B.G. = DIST. BET. GUIDES
B.T.B. = BACK TO BACK RAILS
= TRAVELING CABLE
3"

DEAD ZONE

LOW PROFILE FISHPLATE
E
2 STATE OF CALIFORNIA

APPROVAL NUMBER

GOVERNOR
4753

STATE OF CALIFORNIA

APPROVAL NUMBER
BUFFER
4687A4

BUFFER PART NUMBER
6002AH2

STATE OF CALIFORNIA

APPROVAL NUMBER

CAR SAFETY
4760A1
1 C.R.L.

ELEVATOR 1
A
A
A
A
A
12/20/16 AUPDATED HOISTWAY DIMENSIONS, ADDED HOISTWAY ACCESSJPC H.W. ACC.
@ 1, 9
A
AP
1'-4"
DRAWN DATEJOB NUMBERREV. SHEET NO.

OF DATE SYM.REVISIONBY
FOR: 750 HARRISON

DO NOT SCALE THIS DRAWING
CHKD.

CHKD.

THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF THYSSENKRUPP ELEVATOR.
4 7

OVERHEAD VIEW
A
A
B
8/31/16AP

B
CDJ469
7'-0" HOISTWAY

CAR RAILS
CWT.
4'-0 5/16"
3'-7 11/16"
CAR D.E. HITCHC
2'-11 5/8"
CWT P.U. & D.E. HITCHC
C CAR P.U. & D.E. HITCH
3'-7 3/4"
C CWT P.U.4'-4 5/16"
5'-8 1/16" C CWT D.E. HITCH
1'-3 3/4" SHV.
3'-6 7/8"
CAR P.U.C
7 5/16"
GOV.

FRONT
CAR
8'-9" HOISTWAY
4'-2 1/4"
3'-7 9/16" GOV.
3'-6 7/8"
CAR P.U.C
P.U. = PICK UP
D.S. = DRIVE SHEAVE
ELEVATOR 1
E
2 1
A
12/20/16 AUPDATED HOISTWAY DIMENSIONSJPC
A
A
AP
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.8 Typical Elevator
Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A

Page 226 of 277 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.9 Elevator UPS
Battery Backup

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
Project: UPS System To Backup Elevator System In San Francisco, CA Cl
ient: Universal Electric
Subject: UPS and External Battery Pack Sizing Calculations Section 1. UPS Sizing Calculation
Acc
ording to the elevator submittal package, the upper left corner shows the power consumption data. The UPS is to only supply power to the elevator and the exhaust fan.

Ele
vator's Starting Inrush Power: 58 A * 208V * 1.732 = 20,894.85 VA Exha
ust Fan Typical Specifications: 1P 120V 1/2HP
Exhaust Fan Estimated Load:

Full Load Current: 120V 10A
Starting Inrush Current: 120V 65A
Exha
ust Fan Starting Power requirement: 65A * 120V = 7.8 KVA El
evator And Exhaust Fan Combined Startup Load: 20 KVA + 8 KVA = 28 KVA Minimum Recommended UPS: 40 KVA 3 Phase 208/120V 60Hz On-Line Double Conversion UPS
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
Se
ction 2. Battery Sizing Calculation (Backup Time Calculation) -Th
e UPS Battery Bus Voltage Is: 240 Volts DC (12 Volts X 40 Batteries) -Each Battery String Consists Of 20 Individual 12 Volt DC Batteries Connected In Series
-The Elevator's Normal (Average) Operating Current Is 32 Amps -The Operating Power Capacity Requirement Is: 32A * 208V * 1.732 = 11.5 KVA -The Operating Power Capacity Requirement For The Machine Room Exhaust Fan Is:
1 Phase, 120 Volts AC, 60Hz, ½ HP, Estimated At: 1.2KVA -Total Load is 11.5KVA + 1.2KVA = 12.7 KVA
-The UPS Output Power Factory is: 1.0
-The Battery Mode Inverter Efficiency Of The 40KVA UPS When Supplying A Continuous 13 KVA Load Is Approximately 72%
*This
Project Will Use 40 Individual 12 Volt DC 100 Amp Hour Hitachi Chemical Energy Technology CSB Batteries (CSB Model# GPL121000)
-B
attery Cut Off Voltage: 10.5 Volts DC
-Cells Per Battery: 6
-Cell Cut Off Voltage: 1.75 Volts DC
Usi
ng The Cut Off Voltage Of 1.75 Volts Per Cell, The Constant Wattage Discharge Is 599W for 90 Minutes (See CSB Model# GPL121000 For Verification) Eac
h external battery cabinet has 40 CSB GPL121000 batteries (please see below spec sheet).

Si
nce this system will have 1 external battery cabinet, it will have a total of 40 CSB GPL121000 batteries.

Eac
h battery has 1.15 gallons of electrolyte (see below electrolyte and weight list), so each battery cabinet will have 46 gallons of electrolyte, and the system will have 46 gallons of electrolyte.
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
12,700 VA (
Elevator Plus Exhaust Fan) x PF 1.0 / Efficiency 72% / 40 pcs per string / 599W = 0.74 (74%) Of The Currently Configured String Power Is Required To Meet The 90 Minute Backup Time Requirement
Ba
sed On The Above Calculation, Only 74% (0.74) Of The Existing String Of 40 Individual 12 Volt DC 100 Amp Hour Batteries Is Required To Meet The 90 Minute Requirement.

Usi
ng This Battery Configuration, The Normal 12 KVA/10.16 KW Load Will Have Approximately 121 Minutes Of Backup Power (90 Minutes / 0.74).

In C
onclusion, Based On The Above Calculations, The 40KVA UPS With 40 Individual 12 Volt DC, 100 Amp Hour (CSB Model# GPL121000) Batteries Can Provide Backup Power To A Continuous 12.7 KVA / 10.16 KW Load For 111 Minutes.

Actua
l Backup Time Will Likely Exceed 121 Minutes Based On The Operating Characteristics Of A Typical Elevator.
-W
hen The Elevator Starts, It Will Briefly Consume 58 Amps -When The Elevator Is Running, It Will Consume 32 Amps (27A+5A) -When The Elevator Stops (Not Moving), It Will Only Consume 5 Amps 29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
Se
ction 3. UPS Configuration
Description: BBP 3 Phase 120/208Y On-Line Double Conversion UPS Model: BBP-AR-33-40K
Power Capacity: 40 KVA / 40 KW
Input: 3 Phase, 4 Wire + Ground (WYE), 208/120 Volts +/- 15%, 60Hz Output: 3 Phase, 4 Wire + Ground (WYE), 208/120 Volts +/- 1%, 60Hz Operating
Temperature:
0C ~ +40C
Dimensions: 790 D*360 W*1010 H (mm)
Weight: 113 Kgs

Page 227 of 277 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.10 Elevator UPS
Battery Backup

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
29714 Avenida De Las Banderas | Suite #B | Rancho Santa Margarita | CA 92688 (855) 330-7799 | [email protected]
Se
ction 4. External Battery Cabinet Configuration
Description: External Battery Cabinet
Model: BBP-AR-33-EBP-LARGE
Input/Output: DC Connections To Controlling UPS
Battery Type: CSB Model# GPL121000
Battery Voltage: 12 Volts DC
Battery Amp
Hour Rating:
100 Amp Hours
Battery
Quantity:
40 Batteries
Battery
Configuration:
40 Individual 12 Volt DC Batteries Wired In Series Creating Dual 240 Volt DC Bus
Operating
Temperature:
0C ~ +40C
Dimensions: 1135 D * 826 W * 1500 H (mm)
Weight: 158 Kgs Empty / 1,518 Kgs With Batteries
TH

IS SECTION INENTIONALLY

Page 228 of 277 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.11 Elevator UPS
Battery Backup

Page 229 of 277 ends

consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.12 Stairs #1 Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
2-HR. SHAFT
STAIR 1
UP
DN
2-HR. SHAFT
STAIR 1
UP
DN
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
4'-9" 8'-3" 4'-0"
17'-0"
Stair #1 - Level 2
Scale: 1/4" = 1'-0"2
3'-9" 1'-0"
17'-0"
UP
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
5'-8" 7'-4" 4'-0"
17'-0"
Stair #1 - Level 3
Scale: 1/4" = 1'-0"
3 4'-8" 1'-0"
17'-0"
UP
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
5'-8" 7'-4" 4'-0"
17'-0"
Stair #1 - Level 4
Scale: 1/4" = 1'-0"4
4'-8" 1'-0"
17'-0"
ADA

RESTROOM
ELEC. ROOM
2-HR. SHAFT
STAIR 1
LEVEL 1

EV READY
ADA

RESTROOM
ELEC. PANELS
2-HR. SHAFT
STAIR 1
LEVEL 1

EV READY
7'-4" 11'-0" 4'-5" 4'-0"
Stair #1 - Level 2
Scale: 1/4" = 1'-0"1
18'-4" 8'-5"
6'-3"4'-7"
4'-7"4'-0"
8'-7"
26'-9"
1'-11"
1'-11"
UP
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
5'-8" 7'-4" 4'-0"
17'-0"
Stair #1 - Level 6
Scale: 1/4" = 1'-0"6
4'-3" 1'-5"
17'-0"
UP
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
5'-8" 7'-4" 4'-0"
17'-0"
Stair #1 - Level 7
Scale: 1/4" = 1'-0"
7 4'-8" 1'-0"
17'-0"
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
6'-2" 7'-4" 4'-0"
6'-2" 7'-4" 4'-0"
17'-6"
Stair #1 - Level Roof
Scale: 1/4" = 1'-0"8
5'-2" 1'-0"
17'-6"
UP
DN
2-HR. SHAFT
STAIR 1
8'-9"
4'-0" 9" 4'-0"
5'-8" 7'-4" 4'-0"
3'-9" 1'-11"
5'-8" 7'-4" 4'-0"
17'-0"
Stair #1 - Level 5
Scale: 1/4" = 1'-0"5
4'-3" 1'-5"
17'-0"
MIN.6'-8"
Section @ Stairs #1
Scale: 1/4" = 1'-0"9
GARAGE
W3.1
A6.2
C-2
A6.2
C-2
A6.2
2nd F.F.
129'-0"
3rd F.F.
139'-0"
4th F.F.
149'-0"
5th F.F.
159'-0"
6th F.F.
169'-0"
7th F.F.
179'-0"
Roof F.F.
189'-0"
Garage F.F.
115'-6"
9'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"13'-6"
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
7'-6"±

Page 230 of 277 ends

DN
UP

+120'

+115.5'
2-HR. SHAFT
STAIR 2
DN
UP

+120'

+115.5'
2-HR. SHAFT
STAIR 2
Stair #2 - Level 1
Scale: 1/4" = 1'-0"1
4'-0"4"4'-1"2'-9"5'-0"
8'-5"7'-9"
4'-2" 1'-11" 6'-6"
12'-7" 4'-0"
1'-11" 2'-1"
16'-7"
8'-0" 4'-7" 4'-0"
1'-0" 1'-11"
9 UP
DN
2-HR. SHAFT
STAIR 2
8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 5'-8"
1'-11" 3'-9"
4'-0" 8'-3" 4'-9"
17'-0"
Stair #2 - Level 3
Scale: 1/4" = 1'-0"3
17'-0"
1'-0" 3'-9"
consulting
SIA CONSULTING CORP.
4653 MISSION STREET
SAN FRANCISCO CA 94112
TEL: (415) 741.1292

PROJECT NAME
These documents are property of
SIA CONSULTING and are not to
be produced changed or copied
without the expressed written
consent of SIA CONSULTING
ENGINEERS.

DESIGN BY

CHECK BY
DATE
JOB NO.

SHEET NO.
20-1877
2321-2359
Geneva Avenue
02/21/2023
A-6.13 Stairs #2 Details

SHEET TITLE
Daly City, CA 94014
1 2 3 4 5 6 7 8 9 10
10987654321
A
B
C
D
E
F
F
E
D
C
B
A
7'-3"
(MIN. 6'-8")
Section @ Stairs #1
Scale: 1/4" = 1'-0"9
W3.1
A6.2
C-2
A6.2
C-2
A6.2
C-2
A6.2
W-3
A6.2
MIN.6'-8"
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
W3.1
A6.2
8'-4"
(MIN. 6'-8")
2nd F.F.: +129'-0"

3rd F.F.: +139'-0"

4th F.F.
149'-0"
5th F.F.
159'-0"
6th F.F.
169'-0"
7th F.F.
179'-0"
Roof F.F.
189'-0"
Garage F.F.
115'-6"
9'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"13'-6"
123'-5"

UP
DN
2-HR. SHAFT
STAIR 2
9 8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 5'-8"
1'-11" 3'-9"
4'-0" 7'-4" 5'-8"
17'-0"
Stair #2 - Level 4
Scale: 1/4" = 1'-0"4
17'-0"
1'-0" 4'-8"
UP
DN
2-HR. SHAFT
STAIR 2
9 8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 5'-8"
1'-11" 3'-9"
4'-0" 7'-4" 5'-8"
17'-0"
Stair #2 - Level 7
Scale: 1/4" = 1'-0"7
17'-0"
1'-0" 4'-8"
DN
2-HR. SHAFT
STAIR 2
8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 6'-2"
4'-0" 7'-4" 6'-2"
17'-6"
Stair #2 - Level Roof
Scale: 1/4" = 1'-0"8
17'-6"
1'-0" 5'-2"
UP
DN
2-HR. SHAFT
STAIR 2
9 8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 5'-8"
1'-11" 3'-9"
4'-0" 7'-4" 5'-8"
17'-0"
Stair #2 - Level 5
Scale: 1/4" = 1'-0"5
17'-0"
1'-0" 4'-8"
UP
DN
2-HR. SHAFT
STAIR 2
9 8'-9"
4'-0"9"4'-0"
4'-0" 7'-4" 5'-8"
1'-11" 3'-9"
4'-0" 7'-4" 5'-8"
17'-0"
Stair #2 - Level 6
Scale: 1/4" = 1'-0"6
17'-0"
1'-0" 4'-8"

+123'5"

+129' 2-HR. SHAFT
STAIR 2DN UP
DN

+123'5"

+129' 2-HR. SHAFT
STAIR 2DN UP
DN
Stair #2 - Level 2
Scale: 1/4" = 1'-0"
2 3'-9" 1'-11" 7'-4" 17'-4" 13'-9"
4'-0"4"4'-0"
4'-0"
10'-1" 5'-6"

Page 231 of 277 ends

Page 232 of 277 ends

Page 233 of 277 ends

Page 234 of 277 ends

21 Unit 01388 sq ftGr. Area:
21 PRIVATEOPEN SPACE
DN

Page 235 of 277 ends

Page 236 of 277 ends

65 87

Page 237 of 277 ends

109
1211

Page 238 of 277 ends

Page 239 of 277 ends

Page 240 of 277 ends

ADARESTROOM

SIDEWALK
8079 81 82
COMMERCIAL BGr. Area: 1,550± sfCOMMERCIAL AGr. Area: 2,099± sf PARKING GARAGEDRIVE WAY±5% SLOPE UPGr. Area: 10,569± sf

DN RENTAL OFFICE

TRASH ROOM
MECH / ERRCS. RM.

ELE.CONROL
Gr. Area: 669± sf
ELEC. ROOM
C.H. 6'8" MIN.

ADARESTROOM

MAIL / PACKAGECOMMUNITY ROOM
UPS STOR.

ADARESTROOM
Gr. Area: 741± sf

PLANTERPLANTER
DN
1:12 RAMP DN

ADARESTROOM

ADARESTROOM
VAULTC.H.:6'8" MIN.
81"x35"81"x35"81"x35"81"x35"81"x35"
81"x35"81"x35"
2-BIKE 2-BIKELOCKERS
LOCKERSGr. Area: 2,109± sf Gr. Area: 1,558± sf
1:12 RAMP DN
MAX. 5%SLOPE UP
1:12RAMP DN2%2%

CITY & COUNTY OF SAN FRANCISCOCOUNTY OF SAN MATEO

Page 241 of 277 ends

Page 242 of 277 ends

Page 243 of 277 ends

SMP-12321 GENEVA AVESTORMWATERMANAGEMENT PLANPLAN VIEW
6802A

Page 244 of 277 ends

SMP-22321 GENEVA AVESTORMWATERMANAGEMENT PLANDETAILS
6802A

Page 245 of 277 ends

SITE IMPROVEMENTS LEGEND

DESCRIPTIONREMARKS

CONCRETE PAVING
SYMBOL

PERMEABLE PAVERS

PLANTING AREA

KEY NOTE
PA
X

KEY NOTES

1. CONCRETE PAVING, TYP.

2. PERMEABLE PAVERS, TYP.

3. CONCRETE BAND, TYP.

4. CURB RAMP, TYP.

5. PARKING STRIPES, TYP.

6. STREET LIGHT POLE, TYP.

7. FLOW THROUGH PLANTERS, TYP.

8. TRADITIONAL PLANTERS, TYP.

9. PLANTING AREA, TYP.

ADA
RESTROOMØ5'
80 79
81 82
DN
UP
DN
LOBBY
1-HR.

ELE ELE
ELEC. PANELS
ADA

RESTROOM
Ø5'
STOR.

ADA

RESTROOM
Ø5'
2-HR. SHAFT
STAIR 1 0606
0708
11 04
STOR.

DN
09 ADA

RESTROOM
Ø5'
ADA
RESTROOMØ5'
2-HR. SHAFT
STAIR 2
KICHEN

AREA KICHEN
AREA
BAY 1 BAY 2BAY 3BAY 4BAY 5 BAY 6BAY 7BAY 8 BAY 9 BAY 10BAY 11 BAY 12BAY 13BAY 14BAY 15 BAY 16BAY 17BAY 18 BAY 19 BAY 27BAY 26 BAY 25BAY 24BAY 23BAY 22 BAY 21BAY 20
LEVEL 1
EV READY LEVEL 2 EV READY
(LEASABLE CONDITION TO BE SHOWN

IN CONSTRUCTION DOCUMENTS)
LEVEL 2

EV READY
LEVEL 1

EV READY
Ø5'
2%
2%

CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO
GENEVA AVE.

CASTILLO ST.

PASADENA ST.

FH
WM
SLB
SL

TSBSLBTBEBEBEB
TVB
WM
TB
WM
GV
PA
PA
PA
PA
PA

PAPAPAPAPAPAPA
PA
PA
PA

PAPAPAPAPAPAPA
PAPA

PAPAPAPAPAPAPA
1 2
3 4
4 4
4 5
56 7
7 5
9 1'-6"4'-6"7'7'
20'
TYP.
6'6'-5"
6'
1'-6"7'-8"6'4'5'4'
6'
3'-2"
5'
7' 7'
1'-6" 4' 6'-6"
20' TYP.
20' TYP.
88 REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L1.01
DALY CITY, CA 94014
MIX-USE APARTMENTS CONSTRUCTION PLAN:

STREETSCAPE
NORTH
04'16' 8'

Page 246 of 277 ends

SITE IMPROVEMENTS LEGEND

DESCRIPTIONREMARKS

PLANTING AREA
SYMBOL

KEY NOTES

1. FLOW THROUGH PLANTERS ON PODIUM, TYP.

2. PLANTING AREA, TYP.

XKEY NOTE
CLO
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 30 189 9 9

OPEN TO
BELOW
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO

OPEN TO
BELOW

UTILITIES
PANEL
30 30 189 9 9
CLO
30 3018 999
CLO
148-BIKE ROOM 52-BIKE ROOM FIRE PUMP /

BOOSTER PUMP
ELEELE
2-HR. SHAFT
STAIR 2

OPEN TO
BELOW

OPEN TO
BELOW
DN0606
0708
CLO
30 30 189 9 9
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
1-HR. CORR.1-HR. CORR.
02 01
0403
01 04
03 2-HR. SHAFT
STAIR 1
UP
DNUP
DN
18 PANEL

CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO
PAPAPA
12 REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L1.02
DALY CITY, CA 94014
MIX-USE APARTMENTS CONSTRUCTION PLAN:
2ND FLOOR
04'16' 8'
NORTH

Page 247 of 277 ends

KEY NOTES

1. CONCRETE PAVERS ON PEDESTAL, TYP.

2. TRADITIONAL PLANTERS ON PEDESTAL, TYP.

SITE IMPROVEMENTS LEGEND

DESCRIPTIONREMARKS

PLANTING AREA
SYMBOL
PA

XKEY NOTE

CONCRETE PAVERS ON PEDESTAL

LIVING / DINING
30 30 189 9 9
CLO
CLO
30 30 189 9 9
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
ELEELE
30 3018 999
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
UP
DN
2-HR. SHAFT
STAIR 1
0606
0708 02
01 04 03
02 01
0403
CLO
30 30 189 9 9
CLO
30 30 189 9 9
PANEL
CLO
30 30 189 9 9
30 30 189 9 9
CLO
30 30 189 9 9
CLO
19 19
1-HR. CORR.1-HR. CORR.

UP
DN
2-HR. SHAFT
STAIR 2
CLOCLO

BEDROOM

LIVING / DINING

LIVING / DINING
CLO

BEDROOM
CLO

BEDROOM

LIVING / DINING
18 PANEL

CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO

PAPAPAPA
12 REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L1.03
DALY CITY, CA 94014
MIX-USE APARTMENTS CONSTRUCTION PLAN:
3RD & 5TH FLOOR
04'16' 8'
NORTH

Page 248 of 277 ends

KEY NOTES

1. CONCRETE PAVERS ON PEDESTAL, TYP.

2. TRADITIONAL PLANTERS ON PEDESTAL, TYP.

SITE IMPROVEMENTS LEGEND

DESCRIPTIONREMARKS

PLANTING AREA
SYMBOL
PA

XKEY NOTE

CONCRETE PAVERS ON PEDESTAL

LIVING / DINING
CLO

BEDROOM
CLO

BEDROOM

LIVING / DINING
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
ELEELE
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
30 3018 999
CLO
UP
DN
2-HR. SHAFT
STAIR 1
UP
DN
2-HR. SHAFT
STAIR 2
0606
0708 02
01 04 03
02 01
0403
CLO
30 30 189 9 9
CLO
30 30 189 9 9
PANEL
CLO
30 30 189 9 9
CLO
30 30 189 9 9
30 30 189 9 9
CLO
30 30 189 9 9
CLO
19 19
1-HR. CORR.1-HR. CORR.

CLO

BEDROOM

LIVING / DINING
CLO

LIVING / DINING

LIVING / DINING
18 PANEL

CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO

PAPAPAPA
PA PA
12 12

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/8/2022
NM
L1.04
DALY CITY, CA 94014
MIX-USE APARTMENTS CONSTRUCTION PLAN:
4TH & 6TH FLOOR
04'16' 8'
NORTH

Page 249 of 277 ends

KEY NOTES

1. TRADITIONAL PLANTERS ON PEDESTAL, TYP.

2. FLOW THROUGH PLANTER ON PODIUM, TYP.

3. BENCH, TYP.

4. CONCRETE PAVERS ON PEDESTAL, TYP.

SITE IMPROVEMENTS LEGEND

DESCRIPTIONREMARKS

PLANTING AREA
SYMBOL
PA

XKEY NOTE

CONCRETE PAVERS ON PEDESTAL
CLO
CLO
CLO
CLO
CLO
CLO

ELE ELE
30 30 189 9 9
CLO
STOR.
30 30 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
CLO
CLO
CLO
CLO
UP
DN
2-HR. SHAFT
STAIR 1
UP
DN
2-HR. SHAFT
STAIR 2
0606
0708 02
01 04 03
02 01
0403
CLO
30 30 189 9 9
CLO
30 30 189 9 9
30 30 189 9 9
CLO
PANEL
CLO
30 30 189 9 9
PANEL
CLO
30 30 189 9 9
30 30 189 9 9
CLO
19 19
1-HR. CORR.1-HR. CORR.
30 30 189 9 9
CLO
CLOCLO

BEDROOM

LIVING / DINING

LIVING / DINING
18 CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO
PA
PAPA

PAPAPAPA
PAPA

PAPAPAPAPA
PAPA

PAPAPAPA
PAPA
PA

PA PA PA PA PA
PA
PA
11 44
14 24
3 1

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L1.05
DALY CITY, CA 94014
MIX-USE APARTMENTS CONSTRUCTION PLAN:
7TH FLOOR
04'16' 8'
NORTH

Page 250 of 277 ends

SITE IMPROVEMENTS LEGEND

DESCRIPTIONREMARKS

CONCRETE PAVERS ON PEDESTAL

KEY NOTES

1. TRADITIONAL PLANTER, 18" HIGH.

2. TRADITIONAL PLANTER, 36" HIGH.

3. CONCRETE PAVERS ON PEDESTAL, TYPICAL.

4. WOOD DECKING ON PEDESTAL, TYPICAL.

5. SOFA, TYPICAL.

6. SOFA WITH SIDE TABLE.

7. SOFA CHAIR, TYPICAL.

8. COFFEE TABLE.

9. BENCH, TYPICAL.

WOOD DECKING ON PEDESTAL

PLANTING AREA
PA
SYMBOL

XKEY NOTE

ROOF BELOW

ROOF BELOW
DN

UNOCCUPIED ROOF

BOILER LOCATION

ROOF BELOWROOF BELOW
DN
1616
16 BACKUP

BATTERY
2-HR. SHAFT
STAIR 1
2-HR. SHAFT
STAIR 2

UNOCCUPIED ROOF
ELEELE

CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO
PA
PA
PA
PA
PA
PA
PA
PA
PAPA
PA
PA
PA
1 2
1 2
2 1
2 1
1 1
4 3
6 7
9 6
7 58
04'16' 8'

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L1.06
DALY CITY, CA 94014
MIX-USE APARTMENTS CONSTRUCTION PLAN:

ROOF
NORTH

Page 251 of 277 ends

HEIGHT
VARIES

SECTION

WIDTH VARIES
1"
LEGEND

1. PLANT CONTAINER PER PLAN.

2. MULCH, 3" DEEP.

3. LIGHT WEIGHT SOIL, 18" DEEP
MINIMUM.

4. GRAVEL STORAGE, 12" DEEP.

5. PAVERS.

6. PEDESTAL.

7. DRAINAGE/ PROTECTION MAT, S.A.D.

8. SLOPED WATERPROOFING
MEMBRANE, S.A.D.

9. LIGHT WEIGHT CONCRETE SLOPE
1/4"/FT MIN, S.A.D.

10. STRUCTURAL CONCRETE SLAB, S.S.D.

11. PROVIDE GAP, TYPICAL.

12. IRRIGATION LATERAL LINE OR
LIGHTING CONDUIT.

13. DRAINAGE HOLE, MUST BE SMALLER
THAN GRAVEL SIZE.

NOTES
A. HOLES FOR IRRIGATION PIPES,

LIGHTING CONDUITS & DRAINAGE

WILL BE DRILLED ON SITE DURING
INSTALLATION.

B. PLANTER SIZE & WEIGHT WILL

DETERMINE AMOUNT OF PEDESTALS
NEEDED TO SUPPORT THE PLANTER.

NOT TO SCALE

PLANT CONTAINER ON PEDESTALS
1 511
2 3
4 7 13 8 9 12 10 6
CONSTRUCTION NOTES:

1. INSTALL DOWNSPOUTS OR OTHER CONVEYANCE
CONNECTIONS (E.G. SCUPPER, CHANNEL, OVERHEAD

RUNNEL) FROM BUILDING TO DRAIN ABOVE DESIGN
PONDING ELEVATION. REFER TO APPLICABLE SAN

FRANCISCO DBI CODES FOR CONVEYANCE
CONNECTION REQUIREMENTS.

2. BUILDING WATERPROOFING BY ARCHITECT;

COORDINATE PLANTER CONSTRUCTION WITH
BUILDING FAÇADE / WATERPROOFING.

3. PROVIDE WALL AT BUILDING FACE IN

CASES WHERE GAP IS REQUIRED BETWEEN

WALL AND PLANTER OR WHERE BUILDING
FAÇADE IS INCOMPATIBLE WITH PLANTER
CONFIGURATION.

4. OVERFLOW STRUCTURE (MATERIAL AND

WORKMANSHIP) SHALL CONFORM TO APPLICABLE

SAN FRANCISCO DBI AND PUBLIC WORKS CODES AND
REQUIREMENTS.

LEGEND

1. BUILDING WALL.

2. CONCRETE PLANTER.

3. WALL PENETRATION, PER ARCHITECTURAL PLANS.

4. STORM DRAIN PIPE.

5. BIORETENTION SOIL.

6. CHOKING COURSE, 3", ASTM NO. 9.

7. RESERVOIR COURSE, ASTM NO.7.

8. STREAMBED COBBLES OR EQUAL.

9. WATERPROOF MEMBRANE.

10. OVERFLOW DRAIN WITH ATRIUM GRATE.

11. UNDERDRAIN.

12. DOWNSPOUT, S.A.D.

13. CONCRETE SLAB, S.A.D.
1 VARIES
VARIES
2" MIN.

FREEBOARD
6"
3" MULCH
24"12"
2 3
4 5
6 7
8 9
10 11
12 13
2" MAX.

NOT TO SCALE

FLOW-THROUGH PLANTER ON PODIUM
WATER TIGHT LINER ATTACHMENT AT WALL/STRUCTURE3
3" (MIN)
SEE NOTE 6
2" (MIN)
1/4" x 2" HIT ANCHOR, 12" ON CENTER
1/8" x 2" (MIN) ALUMINUM

BATTEN STRIP (BAR STOCK)
NEOPRENE RUBBER PAD, SEE NOTE 7
30 MIL LINER, SEE

BUTYL MASTIC
CAULK, SEE NOTE 7

TRIM LINER TO

TOP EDGE OF

BATTEN STRIP

CONCRETE

POLYURETHANE ELASTOMERIC
SEALANT, SEE NOTE 8

BIORETENTION

PLANTER
1 -

HDPE BOOT OR

EQUAL, SEE
NOTES 5, 6, & 9
1/2" STAINLESS

STEEL CLAMP
30 MIL HDPE LINER, OR EQUAL
1" GRANULAR BENTONITE
FILLET, SEE NOTE 2
TYPICAL LINER PENETRATION - PERPENDICULAR1

PENETRATION

DIA VARIES,
SEE NOTE 1

EXTRUSION WELD HDPE BOOT
TO LINER, SEE NOTE 4
6" (MIN), ALL SIDES
SEE ENLARGEMENT 1
CLEANOUT - ALTERNATIVE 22

DESIGN PONDING ELEVATION

UNDERDRAIN PIPE, SEE
SOIL TIGHT 45°
BENDS

EXTEND CLEANOUT
2" (MIN) ABOVE DESIGN

PONDING ELEVATION

STREAMBED COBBLES,

SEE SPECIFICATIONS
BC

5.2 SOIL TIGHT COUPLER
HDPE SDR 17 PIPE OR
EQUAL, SEE NOTE 2

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

MIX-USE APARTMENTS LANDSCAPE DETAILS

Page 252 of 277 ends

PLANT PALETTE

COMMON NAME BOTANICAL NAME
TREES

SYMBOLKEYSIZE REMARKS
JAPANESE MAPLEACER PALMATUM24" BOX STANDARD TRUNK
CRAPE MYRTLELAGERSTROEMIA INDICA 24" BOX STANDARD TRUNK SHRUBS

ELIJAH BLUE FESCUE

MAJESTIC BEAUTY FRUITLESS
OLIVEOLEA EUROPAEA 'MONHER'24" BOX STANDARD TRUNK
FESTUCA GLAUCA 'ELIJAH BLUE'1 GAL
T1
T2
T3
T4
S1
S2
S3 RADIO RED AUTUMN SAGESALVIA GREGGII 'RADIO RED'5 GAL S4 LUMEM GOLD FOUNTAIN GRASSPENNISETUM ALOPECUROIDES
'JS JOMMENIK'5 GAL
S5 SPANISH LAVENDERLAVANDULA STOECHAS5 GAL
S6WHEELER'S DWARF JAPANESE

PITTOSPORUM

PITTOSPORUM TOBIRA
'WHEELER'S DWARF'5 GAL
S7 SILVER STREAK FLAX LILYDIANELLA TASMANICA 'SILVER
STREAK'1 GAL
S8
S9

KARL FOERSTER FEATHER

REED GRASS

CALAMGROSTIS X ACUTIFLORA
'KARL FOERSTER'5 GAL
S10
S11

SHINING PINK ROCK PURSLANECALANDRINIA SPECTABILIS
'SHINING PINK'1 GAL
S12
CALIFORNIA GRAY RUSHJUNCUS PATENS1 GAL
BERBERIS AQUIFOLIUM BARBERRY5 GAL

CHONDROPETALUM
TECTORUM CAPE RUSH5 GAL
S13

MAGNOLIA GRANDIFLORA
'LITTLE GEM'

LITTLE GEM DWARF SOUTHERN
MAGNOLIA24" BOXSTANDARD TRUNK
WESTERN SWORD FERNPOLYSTICHUM MUNITUM5 GAL
CREVICE ALUMROOTHEUCHERA MIRCRANTHA5 GAL

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

MIX-USE APARTMENTS PLANTING LEGEND

Page 253 of 277 ends

ADA
RESTROOMØ5'
80 79
81 82
DN
UP
DN
LOBBY
1-HR.

ELE ELE
ELEC. PANELS
ADA

RESTROOM
Ø5'
STOR.

ADA

RESTROOM
Ø5'
2-HR. SHAFT
STAIR 1 0606
0708
11 04
STOR.

DN
09 ADA

RESTROOM
Ø5'
ADA
RESTROOMØ5'
2-HR. SHAFT
STAIR 2
KICHEN

IN CONSTRUCTION DOCUMENTS)
LEVEL 2

EV READY
LEVEL 1

EV READY
Ø5'
2%
2%

CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO
GENEVA AVE.

CASTILLO ST.

PASADENA ST.

FH
WM
SLB
SL

TSBSLBTBEBEBEB
TVB
WM
TB
WM
GV
S1
67 S7
50 S2
72 S11
4 S1
118
S7
40 T4
4 S1
34 S7
24 S1
9 S7
8 NORTH

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L4.01
DALY CITY, CA 94014
MIX-USE APARTMENTS PLANTING PLAN:

STREETSCAPE
04'16' 8'

Page 254 of 277 ends

CLO
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 30 189 9 9

OPEN TO
BELOW
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
30 30 189 9 9
CLO

OPEN TO
BELOW

UTILITIES
PANEL
30 30 189 9 9
CLO
30 3018 999
CLO
148-BIKE ROOM 52-BIKE ROOM FIRE PUMP /

BOOSTER PUMP
ELEELE
2-HR. SHAFT
STAIR 2

OPEN TO
BELOW

OPEN TO
BELOW
DN0606
0708
CLO
30 30 189 9 9
30 30 189 9 9
CLO
30 30 189 9 9
CLO
30 3018 999
CLO
1-HR. CORR.1-HR. CORR.
02 01
0403
01 04
03 2-HR. SHAFT
STAIR 1
UP
DNUP
DN
18 PANEL

CITY & COUNTY OF SAN FRANCISCO
COUNTY OF SAN MATEO S2
209
S9
27 S12
18 NORTH

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L4.02
DALY CITY, CA 94014
MIX-USE APARTMENTS PLANTING PLAN:
2ND FLOOR
04'16' 8'

Page 255 of 277 ends

UP
DN
2-HR. SHAFT
STAIR 2
CLOCLO

BEDROOM

LIVING / DINING

LIVING / DINING
CLO

BEDROOM
CLO

BEDROOM

LIVING / DINING
18 PANEL

CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO
S10
4 S10
8 S10
4 NORTH

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L4.03
DALY CITY, CA 94014
MIX-USE APARTMENTS PLANTING PLAN:
3RD & 5TH FLOOR
04'16' 8'

Page 256 of 277 ends

LIVING / DINING
CLO

BEDROOM
CLO

BEDROOM

CLO

BEDROOM

LIVING / DINING
CLO

LIVING / DINING

LIVING / DINING
18 PANEL

CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO
S1
8 S10
2 S1
8 S10
2 S10
4 S10
8 S10
4 NORTH

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L4.04
DALY CITY, CA 94014
MIX-USE APARTMENTS PLANTING PLAN:
4TH & 6TH FLOOR
04'16' 8'

Page 257 of 277 ends

CLO
CLO
CLO
CLO
CLO
CLO

BEDROOM

LIVING / DINING

LIVING / DINING
18 CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO
S11
49 S13
38 S10
64 S12
4 S9
2 NORTH

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L4.05
DALY CITY, CA 94014
MIX-USE APARTMENTS PLANTING PLAN:
7TH FLOOR
04'16' 8'

Page 258 of 277 ends

ROOF BELOW

ROOF BELOW
DN

UNOCCUPIED ROOF

BOILER LOCATION

ROOF BELOWROOF BELOW
DN
1616
16 BACKUP

BATTERY
2-HR. SHAFT
STAIR 1
2-HR. SHAFT
STAIR 2

UNOCCUPIED ROOF
ELEELE

CITY & COUNTY OF SAN FRANCISCO

COUNTY OF SAN MATEO
S8
33 S6
29 S4
62 T3
1 S10
66 S5
31 S11
37 T1
1 S10
18 T3
1 S3
6 S7
14 T2
1 S8
49 S6
21 S5
33 S3
15 S4
32 S11
3 T1
1 S10
10 NORTH

REVISIONS
SHEET NO.

CHECKED BY: BT
SCALE: SEE PLAN
DATE:

CONSULTANT
Date
Signature
Renewal Date
3755 balboa street,
suite 204
san francisco,
CA 94121
t: (415) 863-7800
tanakadesign.com
DRAWN BY:
2321 GENEVA AVE
2321 GENEVA AVENUE
12/9/2022
NM
L4.06
DALY CITY, CA 94014
MIX-USE APARTMENTS PLANTING PLAN:

ROOF
04'16' 8'

Page 259 of 277 ends

Matthew D. Visick
[email protected]

May 3, 2022

Delivered Via Electronic Mail ([email protected])

Michael Van Lonkhuysen, Planning Manager
Community Development Department, Planning Division
333 90th Street
Daly City, CA 94015

Re: 2321 Geneva Avenue – Project Narrative and Density Bonus Our File No.: 11657.01

Dear Mr. Van Lonkhuysen,

Our office represents the owner of the property at 2321 Geneva Avenue (the “Property”). The owner is proposing a mixed-use project that will utilize the State Density Bonus Law (“DBL”) to provide 185 ownership units, including 34 housing units affordable to low-income residents (the “Project”). Utilization of the DBL will allow the Project to deliver affo rdable housing units with a greater level of affordability than would otherwise be required under the Daly City Municipal Code (“Code”). The revised Project would provide additional affordable units and a greater unit mix than previously proposed while maintaining a similar building envelope. This letter provides an updated overview of the proposed Project, approvals requested, density bonus under the DBL, and the modifications to development standards under the DBL.

Project Narrative

The Project involves the new construction of a seven-story mixed-use building spread over seven lots that are currently vacant. The P roject will utilize the DBL to provide 185 units, including 34 housing units affordable to low-income residents. The unit mix is 167 studios and 18 one-bedroom units. In addition, the Project proposes two commercial spaces on the ground floor totaling 3,667 square feet, a garage accommodating 82 parking spaces, and 197 bike parking spaces. The Project also includes 5,146 square feet of private open space on balconies and 7,159 square feet of common open space on the roof. The Project will require approval of the following entitlements: use permit, design review, a lot merger, and a condominium map.

Density Bonus Eligibility

The Property is currently located in the C-1 zoning district, which does not apply a numerical density limit. Instead, the density is limited by the other zoning constraints on the site, such as the

Page 260 of 277 ends

Michael Van Lonkhuysen, Planning Manager
Community Development Department, Planning Division
May 3, 2022

Page 2 ends

height limit and open space requirements . On the Property, the maximum allowable base density in a Code -compliant project would be 139 units and 73,137 square feet. Drawings illustrating a hypothetical base density project are attached as Exhibit A.1

The City’s Inclusionary Housing Ordinance requires that 28 units (20% of the base project ) be affordable to families whose income does not exceed 120% of the area median income (i.e., moderate income units). The Project sponsor proposes to provide 34 affordable housing units and further restrict them to be affordable to families earning up to 80% of area median income (i.e., low-income units). These 34 units represent 24% of the 139-unit base project, which would entitle the Project to a 50% density bonus.2 A 50% density bonus at this Property would allow up to 209 units and 109,706 square feet.

The proposed Project includes 185 of the 209 potential units. As noted below, additional height is required to provide the density bonus units. The Property is unusual in that it has street frontage on three sides and is located across the street from the Cow Palace, making this an appropriate location for a density bonus project. In addition, the massing was carefully designed to be sensitive to the residential properties that abut the rear property line by including stepped setbacks of 10-20 feet above the ground floor.

Level of Affordability of All Affordable Units and Proposals for Ensuring Affordability

As noted above, the 34 units would be affordable to families earning up to 80% of the area median income (i.e., low -income units) . Consistent with the City of Daly City Inclusionary Housing Ordinance and the DBL, the owner will ensure the affordability of the affordable housing units in the Project for a period of 55 years.
3 As provided in the Code, the owner will record a document against title in a form approved by the City Attorney that ensures the continued affordability of the inclusionary units.4

Requested Concessions, Waivers, and Modifications of Development Standards

Given that the Project will provide 24 % of the units at rates affordable to families making up to 80% of area median income (i.e., low-income units), the Project is entitled to three “concessions” under the DBL.
5 Concessions can include, among other things, a “ modification of zoning code requirements . . . that exceed the minimum building standards approved by the California Building Standards Commission . . . that results in identifiable and actual cost reductions, to provide for

1 Please note that the base project conforms with the definition of “building height” under Code section 17.04.010, which allows additional height below a view plane that extends at a 45-degree angle. 2 Code § 17.52.030(A); Gov. Code § 65915(f)(2).
3 Code § 17.47.130; Gov. Code § 65915(c)(1).
4 Code § 17.47.130.
5 Gov. Code § 65915(d)(2)(C).

Page 261 of 277 ends

Michael Van Lonkhuysen, Planning Manager
Community Development Department, Planning Division
May 3, 2022

Page 3 ends

affordable housing costs.”6 Here, the Project proposes to utilize the three available concessions to increase the floor -to-floor height, reduce the parking requirement, and reduce the open space requirement.

The DBL notes that “[i]n no case may a city… apply any development standard that will have the effect of physically precluding the construction of a development meeting the [affordability] criteria… at the densities or with the concessions or incentives permitted by this section .”7 This provision allows the application of concessions to the base density project prior to applications of any waivers (e.g., a waiver of the maximum height). Here, concessions for height to allow 10-foot floor-to-floor heights have been applied to both the hypothetical base density project as well as the proposed Project. Accommodating the additional five feet needed to provide 10- foot ceiling heights would otherwise require providing a base ment level, which would significantly increase construction costs. Because the requested increase in above- grade height will result in an identifiable and actual cost reduction, a concession is appropriate.

The Code requires one parking space for every studio unit and one and a half spaces for each one- bedroom unit, which would require the Project to provide 194 parking spaces.8 The DBL notes that projects providing at least 20% low -income units that are located within one half mile of a major transit stop can reduce the parking requirement to 0.5 spaces per unit at the developer’s request.9 The owner seeks to utilize this modified parking standard to lower the requirement to 93 parking spaces. The Project proposes to apply a concession to further reduce the parking by 11 spaces to match the 82 parking spaces that can be accommodated on site. Accommodating those additional 11 parking spaces would require the Project to include below grade parking or add additional height. Both options would signif icantly increase construction costs. Because the requested reduction in parking spaces will result in an identifiable and actual cost reduction , a concession is appropriate to reduce the parking requirement.

The Code requires 150 square feet of open space for each dwelling unit , which would result in a requirement of 27,750 total square feet of open space for a 185-unit project.10 The Project proposes a total of 12,305 square feet of open space through a combination of private balconies and a rooftop deck. Compliance with the full open space requirement would drastically increase construction costs by either requiring the Project to be much taller to accommodate additional common open space or to construct a significant number of additional balconies. Because the requested reduction of open space will result in an identifiable and actual cost reduction, a concession is appropriate to reduce the open space requirement.

6 Gov. Code § 65915(k)(1). Concessions also include “[o]ther regulatory incentives or concessions proposed by the developer or the city, county, or city and county that result in identifiable and actual cost reductions to provide for affordable housing costs.” Gov. Code § 65915(k)(3).
7 Gov. Code § 65915(e)(1) [emphasis added].
8 Code § 17.34.020(D).
9 Gov. Code § 65915(p)(2); the 8 (Bayshore) and 9/9R (San Bruno) lines both stop at Santos & Geneva at intervals less than 15 minutes apart during rush hour. (See https://www.sfmta.com/getting-around/muni/routes-stops.) 10 Code § 17.38.020(B).

Page 262 of 277 ends

Michael Van Lonkhuysen, Planning Manager
Community Development Department, Planning Division
May 3, 2022

Page 4 ends

The DBL also allows a project to apply unlimited “waivers” as necessary to allow for construction of the density bonus units. 11 Here, the Project is seeking a waiver for height to allow for the addition of two floors. Because the reduction of these two floors would physically preclude the construction of at least 31 units, thus preventing the Project from achieving the density permitted, a waiver is appropriate to allow for the additional height.

Conclusion

Application of the DBL to the Project would significantly increase the affordability of the required affordable housing units and move the City closer to its affordable housing goals. The owner has shaped this proposal to be sensitive to its neighbors and anticipated community concerns, seeking only a modest density bonus (the maximum possible density bonus of 50% would have yielded 209 units). Moreover, there are not many sites in the City like this one, large enough to allow for the addition of 46 density bonus units with only minimal changes to the massing as perceived from nearby properties. We look forward to discussing this proposal with you in more detail in the near future.

Very truly yours,

REUBEN, JUNIUS & ROSE, LLP

Matthew D. Visick

11 Gov. Code § 65915(e)(1).

Page 263 of 277 ends

Exhibit A

Page 264 of 277 ends

COVER SHEETPROJECT DATASITE PLANFLOOR PLAN: LEVEL BASEMENTFLOOR PLAN: LEVEL 1FLOOR PLAN: LEVEL 2FLOOR PLAN: LEVEL 3-4FLOOR PLAN: LEVEL 5FLOOR PLAN: LEVEL ROOFSECTION A-0.1A-0.2A-1.1A-2.1A-2.2A-2.3A-2.4A-2.5A-2.6A-3.1

SUBJECT PARCEL

DRAWING INDEX SCOPE OF WORK

PROPOSED NEW CONSTRUCTION FIVE-STORY OVER BASEMENTMIXED-USE BUILDING(BASE / CODE COMPLIANCE PROJECT) consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 PROJECT NAME:2321-2359 Geneva AveSan Francisco, Ca
DATE: 02/21/2020
DRAWN: R.K.

REVISD DATE: 05/02/2022 A0.1COVER SHEET

PLANNING DATA

Page 265 of 277 ends

consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 2321-2359 Geneva AveSan Francisco, CaDRAWN: R.K.
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 PROJECT NAME:2321-2359 Geneva AveSan Francisco, Ca
DATE: 02/21/2020
DRAWN: R.K.

REVISD DATE: 05/02/2022 A0.2PROJECT DATA

BUILDINGLEVEL
1 COMMERCIAL SPACES MIX
UNIT A
# OF UNITBUILDINGLEVEL

RESIDENTIAL UNIT MIX

UNIT TYPE PRIVATEOPEN SPACE COMMONOPEN SPACE
UNIT B
1,472 S.F.1,429 S.F.
1 2
TOTAL
33 139 5,310 S.F.
16 STUDIO
STUDIO
STUDIO
STUDIO
STUDIO
- -ROOF -
-
-
-
9,665 S.F.
447 S.F.
16,445 S.F.
3 1-BEDROOM
4 -
5 1-BEDROOM
16 30
4 30
4 UNIT C UNIT D
1,493 S.F.1,385 S.F.
2,681 S.F.
1,091 S.F.
1-BEDROOM 2
1,091 S.F.
6,780 S.F.1-BEDROOM 4 -
-
14125
-
-
-
-
-
-
-
-
-

PLANNING DATA
PLANNING DATAADDRESS: 2321 GENEVA AVENUE, DALY CITYLOTS AREA: 20,700 ± S.F.BLOCK / LOT: 005-061-010, 020, 030, 040, 050, 060, & 070ALLOWED BUILDING HEIGHT: 36'ZONING:

REAR YARD DEPTHREQUIRED: NOT REQUIRED
BUILDING CODE SUMMARY# OF STORIES 5 OVER BASEMENTCONSTRUCTION TYPE TYPE "I-A"BUILDING HEIGHT: 36'-0"OCCUPANCY GROUP R-2, M, S-2

GROSS FLOOR AREA - PER PLANNING CODE
LEVEL BASEMENT: 20,486 ± SF (GARAGE)LEVEL 1: 8,005 ± SF (OTHERS: COMMERCIALS, ELEC RM, ETC.) 9,272 ± SF (RESIDENTIAL)LEVEL 2: 17,855 ± SF (RESIDENTIAL) LEVEL 3: 17,371 ± SF (RESIDENTIAL) LEVEL 4: 17,371 ± SF (RESIDENTIAL)LEVEL 5: 11,268 ± SF (RESIDENTIAL) -----------------------------------------------------------------------------------------------------------------------------------------------RESIDENTIAL BUILDING AREA: 73,137 ± SFGROSS BUILDING AREA: 101,628 ± SF PARKING SUMMARYCAR PARKING REQ'D 1 PER STUDIO UNIT, TOTAL 136 SPACESREQ'D 1.5 PER 1-BED UNIT, TOTAL 8 SPACES BONUS DENSITY CALCULATIONS:TOTAL GROSS FLOOR AREA OF BASE PROJECT: 73,137 ± SQ. FT.150% OF BASE RESIDENTIAL FLOOR AREA ALLOWED: 109,706 ± SQ. FT.TOTAL # OF UNIT OF BASE PROJECT: 139 UNITS150% OF BASE PROJECT TOTAL # OF UNIT: 209 UNITS USABLE OPEN SPACEREQUIRED: 150 SF PER UNIT (20,850 SF FOR 139 UNITS) PROVIDED: 5,310± SF PRIVATE OPEN SPACE ( SEE TABLE)16,445± SF COMMON OPEN SPACE (SEE TABLE)----------------------------------------------------------------------21,755± SF OPEN SPACE (TOTAL PROVIDED)

Page 266 of 277 ends

CASTILLO SREET (60' WIDE)
GENEVA AVENUE (113' WIDE)
PASADENA SREET (60' WIDE)
PROPOSED FIVE-STORY OVER BASEMENT2321-2359 GENEVA AVE.
100'-0"
200'-0"
100'-0"

OPEN SPACE OVER BASEMENT

SIDEWALK

CURB CUT
10'-0"10'-0"70'-0"10'-0"

FOUR-STORY

FOUR-STORY
200'-0"
13'-0" 174'-0" 13'-0"
005-061-010 005-061-030005-061-020 005-061-040 005-061-050 005-061-060 005-061-070 10'-0"
10'-0"
68'-0"
12'-0"

SIDEWALK
2'-0"66'-0"2'-0"
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 PROJECT NAME:2321-2359 Geneva AveSan Francisco, Ca
DATE: 02/21/2020
DRAWN: R.K.

REVISD DATE: 05/02/2022 A1.1PROPOSED SITE PLAN 1/16" : 1'-0"

TRUE PLAN
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 2321-2359 Geneva AveSan Francisco, CaDRAWN: R.K.

Page 267 of 277 ends

ELE ELE
PARKING GARAGE W/ 150 SPACES
100'-0"
200'-0"
100'-0"
DN DN

CAR LIFT
12345678910
1 2 3 1 2 3
MECH RM.
12345678910 29 CARS

PUZZLE LIFTS
29 CARS

PUZZLE LIFTS
1 2 3 4 5 6 7 8 9 10 1132 CARS

PUZZLE LIFTS
8 CARS

KLAUS PUZZLE LIFTS
TREND VARIO 4300
1 2 3 4 5 6 7 8 9 10 11 1235 CARS

PUZZLE LIFTS
22'-8"16'-0" 19'-0"26'-0"
LOBBY
200'-0"
TRASH ELEC. RM.
8'-6"
1 2
5 CARS

PUZZLE LIFTS
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 2321-2359 Geneva AveSan Francisco, CaDRAWN: R.K.
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 PROJECT NAME:2321-2359 Geneva AveSan Francisco, Ca
DATE: 02/21/2020
DRAWN: R.K.

REVISD DATE: 05/02/2022 A2.1PROPOSED BASEMENT FLR PLAN 1/16" : 1'-0" GR. AREA: 20,486 ± SF PER FLOOR

TRUE PLAN

Page 268 of 277 ends

consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 2321-2359 Geneva AveSan Francisco, CaDRAWN: R.K.

CASTILLO SREET (60' WIDE)
GENEVA AVENUE (113' WIDE)
PASADENA SREET (60' WIDE)
COMMERCIAL DGr. Area: 1,493± sf
COMMERCIAL CGr. Area: 1,385± sfCOMMERCIAL BGr. Area: 1,472± sfCOMMERCIAL AGr. Area: 1,429± sf ELEC. RM CAR LIFT
LOBBY
LOBBY
LOBBY
#1 #2416± sf 425± sf
10'-0"90'-0"
10'-0"90'-0"
100'-0"
200'-0"
50'-0" 43'-9" 12'-6" 43'-9" 50'-0"
100'-0"
UP
DN
UP
DN
STOR.

Gr. Area: 717± sf
200'-0"
TOTAL PRIVATE OPEN SPACEGr. Area: 2,656± sf
UP
DNBIKE ROOM304± sf BIKE ROOM623± sf
#3 #4365± sf 365± sf 425± sf 416± sf#5 #6 #7 #8 #9 #10 #11 #12365± sf 365± sf 365± sf 365± sf 365± sf 365± sf 365± sf 365± sf 365± sf 365± sf#13 #14 #15 #16 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 PROJECT NAME:2321-2359 Geneva AveSan Francisco, Ca
DATE: 02/21/2020
DRAWN: R.K.

REVISD DATE: 05/02/2022 A2.2PROPOSED 1ST FLR PLAN 1/16" : 1'-0" GR. AREA: 9,272 ± SF PER FLOORRESIDENTIAL: GR. AREA: 8,005 ± SF PER FLOOROTHERS:

TRUE PLAN

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consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 2321-2359 Geneva AveSan Francisco, CaDRAWN: R.K.

TRUE PLAN
005-061-070
UP
DN
UP
DN
#1 #2 #3 #4398± sf 344± sf 344± sf 425± sf #5425± sf #6425± sf #7425± sf #8425± sf #9425± sf #10425± sf #11425± sf #12425± sf #13425± sf #14344± sf #15344± sf #16398± sf #33 (1-BED) #32 #31644± sf 344± sf 425± sf #30425± sf #29425± sf #28425± sf #27425± sf #26425± sf #25425± sf #24425± sf #23425± sf #22425± sf #21344± sf #20344± sf #19398± sf #35392± sf
#34 (1-BED)535± sf
#17392± sf
#18392± sf

STOR / UTILITIES
10'-0"90'-0"
10'-0"90'-0"
25'-0" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6"

ELE ELE
200'-0"

STOR /UTILITIES
UP
DN
89± sfBALCONY 89± sfBALCONY 89± sfBALCONY 89± sfBALCONY 89± sfBALCONY 5'-10"6'-2"
14'-6"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 PROJECT NAME:2321-2359 Geneva AveSan Francisco, Ca
DATE: 02/21/2020
DRAWN: R.K.

REVISD DATE: 05/02/2022 A2.3PROPOSED 2ND FLR PLAN 1/16" : 1'-0" GR. AREA: 17,855 ± SF PER FLOORRESIDENTIAL:

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005-061-070
UP
DN
UP
DN
#1 #2 #3 #4398± sf 344± sf 344± sf 425± sf #5425± sf #6425± sf #7425± sf #8425± sf #9425± sf #10425± sf #11425± sf #12425± sf #13425± sf #14344± sf #15344± sf #16398± sf #33 (1-BED) #32 #31644± sf 344± sf 425± sf #30425± sf #29425± sf #28425± sf #27425± sf #26425± sf #25425± sf #24425± sf #23425± sf #22425± sf #21344± sf #20344± sf #19398± sf #35392± sf
#34 (1-BED)535± sf
#17392± sf
#18392± sf

STOR / UTILITIES
10'-0"90'-0"
10'-0"90'-0"
25'-0" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6"

ELE ELE
200'-0"

STOR /UTILITIES
UP
DN
89± sfBALCONY 89± sfBALCONY 89± sfBALCONY 89± sfBALCONY 89± sfBALCONY 5'-10"6'-2"
14'-6"
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 005-061-070
UP
DN
UP
DN
#1 #2 #3 #4398± sf 344± sf 344± sf 425± sf #5375± sf #6425± sf #7375± sf #8425± sf #9425± sf #10375± sf #11425± sf #12375± sf 425± sf 344± sf 344± sf 398± sf #30425± sf #29375± sf #28425± sf #27375± sf #26425± sf #25425± sf #24375± sf #23425± sf #22375± sf #21425± sf #34362± sf
#33 (1-BED)498± sf
#17362± sf

STOR / UTILITIES
10'-0"90'-0"
10'-0"90'-0"
25'-0" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 25'-0" 12'-6"

ELE ELE
200'-0"

STOR /UTILITIES
UP
DN
BALCONY77± sf77± sf77± sf 77± sf BALCONYBALCONYBALCONY
7'-0"
11'-0"
BALCONY84± sf
BALCONY84± sf
89± sfBALCONY 89± sfBALCONY 89± sfBALCONY 89± sfBALCONY 89± sfBALCONY 5'-10"6'-2"
14'-6"
#13 #14 #15 #16
#32 (1-BED) #31615± sf 347± sf
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" #20347± sf #19 (1-BED)615± sf
#18 (1-BED)498± sf 7'-0"
12'-0"
BALCONY84± sf
BALCONY84± sf
7'-0"
12'-0"
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 PROJECT NAME:2321-2359 Geneva AveSan Francisco, Ca
DATE: 02/21/2020
DRAWN: R.K.

REVISD DATE: 05/02/2022 A2.4PROPOSED 3RD-4TH FLR PLAN 1/16" : 1'-0" GR. AREA: 17,371 ± SF PER FLOORRESIDENTIAL:

TRUE PLAN
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 2321-2359 Geneva AveSan Francisco, CaDRAWN: R.K.

Page 271 of 277 ends

consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 2321-2359 Geneva AveSan Francisco, CaDRAWN: R.K.

UP
DN
UP
DN
#1354± sf
#20 (1-BED)501± sf #10 (1-BED)501± sfSTOR /UTILITIES STOR / UTILITIESELE ELE 90'-0"
200'-0"
COMMON OPEN SPACEGr. Area: 3,390± sf
COMMON OPEN SPACEGr. Area: 3,390± sf
UP
DN
#9353± sf#2356± sf #3356± sf #4356± sf #5356± sf #6356± sf #8 (1-BED)523± sf #11353± sf
12'-0"66'-0"12'-0"
90'-0"
12'-0"66'-0"12'-0"
#7356± sf
#19354± sf #12356± sf#13356± sf#14#15#16#18 (1-BED)523± sf #17356± sf 356± sf 356± sf 356± sf 13'-0" 174'-0" 13'-0"
15'-0" 170'-0" 15'-0"
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 PROJECT NAME:2321-2359 Geneva AveSan Francisco, Ca
DATE: 02/21/2020
DRAWN: R.K.

REVISD DATE: 05/02/2022 A2.5PROPOSED 5TH FLR PLAN 1/16" : 1'-0" GR. AREA: 11,268 ± SF PER FLOORRESIDENTIAL:

TRUE PLAN

Page 272 of 277 ends

GENEVA AVENUE(113' WIDE)SIDEWALK

GARAGESTACK PARKING

RESIDENTIAL LOBBY

RESIDENTIAL RESIDENTIAL

ROOF DECK ROOF DECK
9'-0"9'-0"9'-0"9'-0"12'-6"
36'-0"

RESIDENTIAL RESIDENTIAL

45.00°45.00°
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 2321-2359 Geneva AveSan Francisco, CaDRAWN: R.K.
100'-0"
200'-0"
100'-0"
20'-0"70'-0"10'-0"
UP
DN
UP
DN
ELE
COMMON OPEN SPACEGr. Area: 9,665± sf
LOBBY
UP
DN
ELE

SOLAR READY AREA
20'-0"70'-0"10'-0"
13'-0" 174'-0" 13'-0"
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 PROJECT NAME:2321-2359 Geneva AveSan Francisco, Ca
DATE: 02/21/2020
DRAWN: R.K.

REVISD DATE: 05/02/2022 A2.6PROPOSED ROOF PLAN 1/16" : 1'-0" GR. AREA: 14,000 ± SF PER FLOORRESIDENTIAL:

TRUE PLAN

Page 273 of 277 ends

GENEVA AVENUE(113' WIDE)SIDEWALK

GARAGESTACK PARKING

RESIDENTIAL LOBBY

RESIDENTIAL RESIDENTIAL

ROOF DECK ROOF DECK
9'-0"9'-0"9'-0"9'-0"12'-6"
36'-0"

RESIDENTIAL RESIDENTIAL

45.00°45.00°
consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 PROJECT NAME:2321-2359 Geneva AveSan Francisco, Ca
DATE: 02/21/2020
DRAWN: R.K.

REVISD DATE: 05/02/2022 A3.1PROPOSED SECTION 1/8" : 20'-0" consulting
SIA CONSULTING CORPORATION4742 MISSION STREETSAN FRANCISCO CA 94112TEL: (415) 922.0200 / FAX: (415) 922.0203 2321-2359 Geneva AveSan Francisco, CaDRAWN: R.K.

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Daly City City CouncilJuly 24, 2023

Daly City City Council
July 24, 2023