Agenda packet — Santa Ana City Council, December 6, 2022 (part 6 of 9)

11. PER GENERAL EXPLANATORY NOTE #4 IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL GA-600 2015, SCREWS MEETING ASTM C 1002 SHALL BE PERMITTED TO BE SUBSTITUTED FOR THE PRESCRIBED NAILS, ONE FOR ONE,

WHEN THE LENGTH AND HEAD DIAMETER OF THE SCREWS EQUAL OR EXCEED THOSE OF THE NAILS SPECIFIED IN THE

TESTED SYSTEM AND THE SCREW SPACING DOES NOT EXCEED THE SPACING SPECIFIED FOR THE NAILS IN THE TESTED SYSTEM.
-
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-
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ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED
PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4
WOOD STUDS 16" O.C. STAGGERED 8" O.C. ON 2X6
WOOD PLATES WITH 6d COATED NAILS, 1 7/8" LONG,

0.0915" SHANK, 1/4" HEADS, 7" O.C. JOINTS STAGGERED
24" ON OPPOSITE SIDES. HORIZONTAL BRACING
REQUIRED AT MID HEIGHT. (LOAD BEARING)

WOOD STRUCTURAL PANELS, SEE STRUCTURAL
DWGS

UNIT CORRIDOR
1" MINERAL WOOL VERTICAL FIRE STOPPING @ 10'-0"

INTERVALS
5 1/2" MINIMUM SOUND BATT INSULATION, SEE

INSULATION SCHEDULE
FIRE RATING: ONE HOUR
STC: 50 MIN PER NRC TL 93-225
ASSEMBLY: GA FILE NO. WP 3371
ADD ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD

AT BEDROOM WALLS ADJACENT TO CORRIDORS
ADD ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD

AT BEDROOM WALL ADJACENT TO CORRIDOR
PER GA-600-2015 FIRE RESISTANCE DESIGN MANUAL:

SCREWS MEETING ASTM C 1002 SHALL BE PERMITTED

TO BE SUBSTITUTED FOR THE NAILS, ONE FOR ONE,

WHEN THE LENGTH AND HEAD DIAMETER OF THE

SCREWS EQUAL OR EXCEED THOSE OF THE NAILS

SPECIFIED IN THE TESTED SYSTEM AND THE SCREW

SPACING DOES NOT EXCEED THE SPACING SPECIFIED
FOR THE NAILS IN THE TESTED SYSTEM.

INSULATION PER INSULATION SCHEDULE

ELEVATOR / STAIR
FIRE RATING: TWO HOUR
STC: 53
ASSEMBLY: GA FILE NO. WP 4135

RATED ASSEMBLY
2x4 WOOD STUDS or 3 5/8" or 6" METAL
STUDS 16" O.C. WITH ONE LAYER 5/8" TYPE X

GYPSUM WALLBOARD

CALIFORNIA OFFICE OF NOISE CONTROL

1.2.4.1.5.14 STC 53
BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD

APPLIED AT RIGHT ANGLES TO EACH SIDE OF
MINIMUM 2X4 WOOD STUDS MAXIMUM 16" O.C.

WITH 6d COATED NAILS, 1 7/8" LONG, 0.085"
SHANK, 1/4" HEADS, 24" O.C. FACE LAYER 5/8"

TYPE X GYPSUM WALLBOARD APPLIED AT
RIGHT ANGLES TO EACH SIDE WITH 8d COATED
NAILS, 2 3/8" LONG, 0.100" SHANK, 1/4" HEADS,
8" O.C.

JOINTS STAGGERED 24" O.C. EACH LAYER AND
SIDE. SOUND TESTED WITH 16" O.C. AND WITH
NAILS FOR BASE LAYER SPACED 6" O.C.. (LOAD

BEARING)
PER GA-600-2015 FIRE RESISTANCE DESIGN
MANUAL: SCREWS MEETING ASTM C 1002 SHALL

BE PERMITTED TO BE SUBSTITUTED FOR THE

NAILS, ONE FOR ONE, WHEN THE LENGTH AND

HEAD DIAMETER OF THE SCREWS EQUAL OR

EXCEED THOSE OF THE NAILS SPECIFIED IN THE

TESTED SYSTEM AND THE SCREW SPACING

DOES NOT EXCEED THE SPACING SPECIFIED
FOR THE NAILS IN THE TESTED SYSTEM.

ALTERNATE: REF: CBC 721.1 (2) 15-1.7
2"
6" MIN.

ALTERNATE: REF: CBC 721.1 (2) 14-1.5
BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD

APPLIED AT RIGHT ANGLES TO EACH SIDE OF
MINIMUM 2X4 WOOD STUDS MAXIMUM 24" O.C.

WITH 6d COATED NAILS, 1 7/8" LONG, 0.085"
SHANK, 1/4" HEADS, 24" O.C. FACE LAYER 5/8"

TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT
ANGLES TO EACH SIDE WITH 8d COATED NAILS, 2
3/8" LONG, 0.100" SHANK, 1/4" HEADS, 8" O.C.

JOINTS STAGGERED 24" O.C. EACH LAYER AND
SIDE. SOUND TESTED WITH 16" O.C. AND WITH
NAILS FOR BASE LAYER SPACED 6" O.C.. (LOAD

BEARING)
FIRE RATING: TWO HOUR
STC: 40 to 44
ASSEMBLY: GA FILE NO. WP 4135

RATED ASSEMBLY

WOOD STRUCTURAL PANELS PER

STRUCTURAL DRAWING

FIBERGLASS INSULATION PER

INSULATION SCHEDULE
PER GA-600-2015 FIRE RESISTANCE DESIGN
MANUAL: SCREWS MEETING ASTM C 1002 SHALL

BE PERMITTED TO BE SUBSTITUTED FOR THE

NAILS, ONE FOR ONE, WHEN THE LENGTH AND

HEAD DIAMETER OF THE SCREWS EQUAL OR

EXCEED THOSE OF THE NAILS SPECIFIED IN THE

TESTED SYSTEM AND THE SCREW SPACING

DOES NOT EXCEED THE SPACING SPECIFIED
FOR THE NAILS IN THE TESTED SYSTEM.

AIRGAP
1" OR 2"
1" MINERAL WOOL FIRE STOPPING AT
10'-0" O.C. VERTICAL INTERVALS
FIRE RATING: TWO HOUR
STC: 65 to 69
ASSEMBLY: GA FILE NO. WP 3725

RATED ASSEMBLY
NOTE:

APPLY WOOD STRUCTURAL PANELS PER

STRUCTURAL DRAWINGS TO STUDS

PRIOR TO APPLICATION OF FINISHES
BASE LAYER 5/8” TYPE X GYPSUM

WALLBOARD OR GYPSUM VENEER BASE

APPLIED AT RIGHT ANGLES TO EACH SIDE OF
DOUBLE ROW OF 2 X 4 WOOD STUDS 16” O.C.

ON SEPARATE PLATES 1” APART WITH 2” TYPE
W SCREWS 24” O.C. FACE LAYER 5/8” TYPE X

GYPSUM WALLBOARD OR GYPSUM VENEER

BASE APPLIED AT RIGHT ANGLES TO EACH
SIDE WITH 2-1/2” TYPE W SCREWS, 8” O.C. TWO
LAYERS 3.5” UNFACED GLASS FIBER

INSULATION FRICTION FIT BETWEEN STUD,
ONE PER SIDE.

JOINTS STAGGERED 16” EACH LAYER AND
SIDE. HORIZONTAL BRACING REQUIRED AT
MID-HEIGHT.
(LOAD-BEARING)
PER GA-600-2015 FIRE RESISTANCE DESIGN
MANUAL: SCREWS MEETING ASTM C 1002

SHALL BE PERMITTED TO BE SUBSTITUTED FOR

THE NAILS, ONE FOR ONE, WHEN THE LENGTH

AND HEAD DIAMETER OF THE SCREWS EQUAL

OR EXCEED THOSE OF THE NAILS SPECIFIED IN

THE TESTED SYSTEM AND THE SCREW

SPACING DOES NOT EXCEED THE SPACING

SPECIFIED FOR THE NAILS IN THE TESTED
SYSTEM.
0' - 11 1/2"
NOTE: APPLY SHEATHING PER
STRUCTURAL DRAWINGS.

1. ONE LAYER OF BATT INSULATION

SNUGLY FITTED BETWEEN THE STUDS
WHERE PIPING OCCURS.

FIRE RETARDANT TREATED PLYWOOD
SHEATHING WHERE OCCURS. REFER
TO STRUCTURAL DRAWINGS.
5/8" TYPE "X" GYPSUM BOARD, SEE
DETAIL 2 THIS SHEET FOR APPLICATION
DOUBLE 2x6 STUDS MIN. AT 16" O.C.

MAX. WITH BATT. INSULATION PER

SCHEDULE
3 COAT CEMENT PLASTER & LATH O/ 2
LAYERS GRADE D BLDG. PAPER OR WP
PER WP DOCS.

NOTE:

WHERE WASTE AND WATER SUPPLY

PIPING IS REQUIRED IN INTERIOR

PARTITION WALLS THE PARTITION

WALL SHALL BE CONSTRUCTED WITH
THE FOLLOWING REVISIONS :

REF: CBC 721.1 (2) 15-1.3
MIN. 0' - 11 1/2"

SEE SHEET FOR PENETRATION
DETAILS A-61.11
-

FIRE RETARDANT TREATED FRAMING
INT. EXT.

NOTE:

GYPSUM WALLBOARD SHALL BE APPLIED

WITH HORIZONTAL JOINTS STAGGERED NOT
LESS THAN 12" ON OPPOSITE SIDES
SEE SHEET FOR PENETRATION DETAILS A-75.1
-

WOOD STRUCTURAL PANELS, WHERE OCCURS,
PER STRUCTURAL DRAWINGS. APPLY TO STUDS

PRIOR TO APPLICATION OF FINISHES

UNIT/CORRIDOR
FIRE RATING: ONE HOUR
STC: 56-58 PER ACOUSTICAL REPORT
ASSEMBLY: GA FILE NO. WP 5513
UNIT
1HR WALL PER DETAILS 3/ 9 ON THIS SHEET
**
2X WOOD STUD OR MTL STUD

FRAMING
** 6" AT BATHS
** 6" AT KITCHEN
FIRE RATING: TWO HOUR
STC: NA
ASSEMBLY: CBC TABLE 721.1(2) 15-1.6
NOTE: APPLY WOOD STRUCUTRAL PANEL

PER STRUCTURAL DRAWINGS TO STUDS
PRIOR TO APPLICATION OF FINISHES.

INT.

PER PLANS
2 OR 6/A-61.51PER PLANS

RATED ASSEMBLY

EXTERIOR FINISH PER

ELEVATIONS
5/8" TYPE 'X' GYPSUM
SHEATHING OVER 2X WOOD

STUD WALL PER STRUCTURAL

DRAWINGS

FIRE RETARDANT TREATED

FRAMING (TYPICAL)
INTERIOR SIDE: ONE LAYER 5/8" TYPE 'X'

GYPSUM WALLBOARD, WATER-RESISTANT

GYPSUM BACKING BOARD, OR GYPSUM VENEER

BASE APPLIED PARALLEL OR AT RIGHT
ANGLES TO STUDS WITH 6D COATED NAILS,
1 7/8" LONG,0.0915" SHANK, 1/4" HEADS, 7" O.C.
(LOAD-BEARING)

INSULATION PER SCHEDULE
FIRE RATING: ONE HOUR
STC: NA
ASSEMBLY: GA WP 8105
EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8"

TYPE 'X' GYPSUM SHEATHING APPLIED PARALLEL
TO MIN 2 X4 WOOD STUDS 24" O.C. WITH 1 3/4"

GALVANIZED ROOFING NAILS
4" O.C. AT VERTICAL JOINTS AND 7" O.C. AT

INTERMEDIATE STUDS AND TOP AND BOTOM
PLATES.

JOINTS OF GYPSUM SHEATHING MAY BE LEFT
UNTREATED.

EXTERIOR FIBER CEMENT SIDING TO BE ATTACHED
THROUGH SHEATHING TO STUDS.

FIRE RETARDANT TREATED STUD FRAMING

PER STRUCTURAL PLANS
3 1/2" UNFACED GLASS FIBER FRICTION FIT IN STUD INT. EXT. SPACE.

WEATHER BARRIER PER BUILDING ENVELOPE

DRAWINGS

REFER TO SHEETS
A2-10.10
A3-10.10
A4-10.10

FOR EXTERIOR LOAD BEARING WALL

LOCATIONS AT LOAD BEARING WALLS
USE DETAIL 6 ON THIS SHEET
FIRE TEST SEE WP 3510
INTERIOR SIDE: ONE LAYER 5/8" TYPE 'X'

GYPSUM WALLBOARD, WATER-RESISTANT

GYPSUM BACKING BOARD, OR GYPSUM VENEER

BASE APPLIED PARALLEL OR AT RIGHT
ANGLES TO STUDS WITH 6D COATED NAILS,
1 7/8" LONG,0.0915" SHANK, 1/4" HEADS, 7" O.C.
(LOAD-BEARING)

INSULATION PER SCHEDULE
FIRE RATING: ONE HOUR
STC: NA
ASSEMBLY: GA WP 8105
EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8"

TYPE 'X' GYPSUM SHEATHING APPLIED PARALLEL
TO MIN 2 X4 WOOD STUDS 24" O.C. WITH 1 3/4"

GALVANIZED ROOFING NAILS
4" O.C. AT VERTICAL JOINTS AND 7" O.C. AT

INTERMEDIATE STUDS AND TOP AND BOTOM
PLATES.

JOINTS OF GYPSUM SHEATHING MAY BE LEFT
UNTREATED.

EXTERIOR CLADING TO BE ATTACHED
THROUGH SHEATHING TO STUDS.

FIRE RETARDANT TREATED STUD FRAMING

PER STRUCTURAL PLANS
3 1/2" UNFACED GLASS FIBER FRICTION FIT IN INT. EXT. STUD SPACE.

WEATHER BARRIER PER BUILDING ENVELOPE

DRAWINGS

REFER TO SHEETS
A2-10.10
A3-10.10
A4-10.10

FOR EXTERIOR LOAD BEARING WALL

LOCATIONS AT LOAD BEARING WALLS
USE DETAIL 6 ON THIS SHEET
FIRE TEST SEE WP 3510
NOTE:

GYPSUM WALLBOARD SHALL BE APPLIED

WITH HORIZONTAL JOINTS STAGGERED NOT
LESS THAN 12" ON OPPOSITE SIDES

SEE SHEET FOR PENETRATION DETAILS A-XX
-
UNIT
5/8" GYPSUM BOARD OVER 2X4 WOOD STUDS

FRAMING PER PLANS

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt WOOD
FRAMED
WALL

ASSEMBLIES
A7.31
3" = 1'-0" 2
1-HR EXT. (NON-BEARING) WALL
3" = 1'-0" 5
1-HR INT. WALL - TYP.
3" = 1'-0" 6
2-HR EXT. (BEARING) WALL
3" = 1'-0" 14 3-HR FIREWALL AT INTERIOR
12" = 1'-0" 1 WOOD FRAME WALL GENERAL NOTES
3" = 1'-0" 3
1-HR CORRIDOR WALL
3" = 1'-0" 11
2-HR RATED WALL
3" = 1'-0" 7
2 HR INTERIOR STUD WALL
3" = 1'-0" 10
1-HR WALL PARTITION
3" = 1'-0" 4
1-HR EXT. DBL. (NON-BEARING) WALL
3" = 1'-0" 15 1-HR PLUMBING WALL @ CORRIDOR WALL
3" = 1'-0" 8
2-HR EXT. (BEARING)-FURRED WALL
3" = 1'-0" 13 1-HR EXT. (NON-BEARING) WALL - SIDING
3" = 1'-0" 12
1-HR (NON-BEARING) WALL - RAINSCREEN
3" = 1'-0" 9

NON-RATED FURRING WALL
Date Issues / Revisions:

City Council 22 – 122 12/6/2022
SOLID 4x OR 6x FRAMING

MEMBER, FRAMING MEMBER TO

MATCH WIDTH OF WALL

WALL FRAMING PER PLANS

CORRIDOR STAIR
CONTINUOUS DOUBLE 2x

JOISTS OR BLOCKS WHERE

FLOOR FRAMING IS

PERPENDICULAR TO WALL
1/2" GYPSUM WALLBOARD OVER

NON-COMBUSTIBLE FRAMING

INSULATION PER SCHEDULE

FIRE MEMBRANE PER FLOOR

PLANS AND WALL SCHEDULE

TOP OF SHEATHNG

PER SECTIONS

BLOCK AS REQUIRED FOR

DRYWALL AND BASE

ATTACHMENT

TOP OF FINISH

FLOOR AT UNITS
SLOPE

TO DRAIN

ROOF FRAMING PER

STRUCTURAL DRAWINGS

FIRE CAULKING FOR

DRYWALL CUT

OUT FOR FRAMING

MEMBERS

CONTINUOUS FIRE BARRIER

TO THE UNDERSIDE OF

PLYWOOD SHEATHING

FIRE CAULKING FOR

DRYWALL CUT OUT FOR

FRAMING MEMBERS AT

PERPENDICULAR

CONDITIONS

NON-COMBUSTIBLE

FRAMING

INSULATION PER SCHEDULE

CORRIDOR STAIR

ROOF FRAMING TO BE
TRUSSES. PROVIDE

INSULATION AT CRICKET

CONDITIONS

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

WALL FRAMING PER PLANS

CORRIDOR UNIT
CONTINUOUS 2x BLOCKING FIT

TIGHT TO FLOOR JOISTS,

ABOVE FIRE MEMBRANE

FIRE RATED ACOUSTICAL

JOINT PER ACOUSTICAL
REPORT
1/2" GYPSUM WALLBOARD

OVER NON-COMBUSTIBLE

FRAMING

INSULATION PER SCHEDULE

TOP OF FINISH

FLOOR AT UNITS

STAGGERED STUD WHERE

INDICATED ON PLANS

BLOCK AS REQUIRED FOR

DRYWALL AND BASE ATTACHMENT

FIRE RATED ACOUSTICAL

JOINT PER ACOUSTICAL
REPORT

STAGGERED STUD WHERE

INDICATED ON PLANS

FIRE MEMBRANE PER FLOOR

PLANS AND WALL SCHEDULE
2X CONTINUOUS BLOCKING

NON-COMBUSTIBLE FRAMING

INSULATION PER SCHEDULE

DRAFTSTOPPING AT FIRE
PARTITION PER CBC 2013 SECTION
718
SLOPE

TO DRAIN

CORRIDOR UNIT
5/8" TYPE 'X' GYPSUM WALLBOARD

DRAFTSTOPPING
ISOLATE GYPSUM BOARD 1/8"

FROM WALL FILL AIR SPACE TIGHT

WITH ACOUSTICAL CAULKING,

TYPICAL ALL ROOMS

WOOD STRUCTURAL PANELS,

SEE STRUCTURAL DRAWINGS

ROOF FRAMING PER

STRUCTURAL DRAWINGS

ROOF FRAMING TO BE
TRUSSES. PROVIDE

INSULATION AT CRICKET

CONDITIONS

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

WALL FRAMING PER PLANS

UNIT STAIR

INSULATION PER SCHEDULE

WOOD STRUCTURAL

PANELS, SEE STRUCTURAL

DRAWINGS

TOP OF FINISH

FLOOR AT UNITS
SOLID 4x OR 6x FRAMING
MEMBER AT STAIR SIDE.

FRAMING MEMBER WIDTH

TO MATCH WALL WIDTH
DOUBLE 2x BLOCKING AS

REQUIRED FOR

ATTACHMENT OF DRYWALL

FIRE RATED ACOUSTICAL

JOINT PER ACOUSTICAL
REPORT

FIRE MEMBRANE PER

FLOOR AND WALL

SCHEDULE

FIRE RATED ACOUSTICAL

JOINT PER ACOUSTICAL
REPORT

BLOCK AS REQUIRED FOR

DRYWALL / BASE

ATTACHMENT

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

FIRE CAULKING FOR

DRYWALL CUT OUT FOR

FRAMING MEMBERS

CONTINUOUS FIRE BARRIER

TO THE UNDERSIDE OF

PLYWOOD SHEATHING

FIRE CAULKING FOR

DRYWALL CUT OUT FOR

FRAMING MEMBERS AT

PERPENDICULAR

CONDITIONS

INSULATION PER SCHEDULE

WOOD STRUCTURAL PANELS,

SEE STRUCTURAL DRAWINGS
SLOPE

TO DRAIN

UNIT STAIR

ROOF FRAMING TO BE
TRUSSES. PROVIDE

INSULATION AT CRICKET

CONDITIONS

FLOOR JOISTS PER

STRUCTURAL

DRAWINGS

WOOD STRUCTURAL

PANEL PER

STRUCTURAL

DRAWINGS

WALL FRAMING PER
PLANS

CORRIDOR STORAGE
2x BLOCKING
2x BLOCKING AS

REQUIRED
RIS
E
R
H
T.

T
O
M
A
T
C
H

DOOR AND FRAME PER PLAN

W/ BOTTOM DRIP
G.I. FLASHING, PAINT SAFETY
YELLOW. SLOPE FLASHING TO

EXTERIOR
2 HOUR WALL PER PLAN

ROOF WATERPROOFING PER
SPEC'S AND W.P. DOCUMENTS

PLYWD LAYER OVER WOOD

FRAMING SLOPED TO ROOF
DRAIN 1/2"/FT. MIN.

FLOOR FRAMING PER

STRUCTURAL
FIN. FLOOR AT LANDING, SEE

STAIR SECTIONS
2 HOUR WALL

PER PLAN

ROOF WATERPROOFING PER
SPEC'S AND W.P.

DOCUMENTS RIGID INSULATION

SLOPED TO ROOF DRAIN

WOOD TRUSS PER

STRUCTURAL
FIN. FLOOR AT

LANDING, SEE

STAIR SECTIONS
STAIR

STAIR ROOF

EXTERIOR PLASTER

FIRE BARRIER TO BE

CONTINUOUS TO THE

UNDERSIDE OF PLYWOOD
SHEATHING. PROVIDE FIRE

CAULKING AT DRYWALL CUT- OUTS FOR FRAMING

MEMBERS AT

PERPENDICULAR

CONDITIONS
5/8" FIBER GLASS MAT

FACED GYPSUM BOARD

FLOOR JOISTS PER

STRUCTURAL

FIRE RETARDANT WOOD

STRUCTURAL PANEL PER

STRUCTURAL DRAWINGS

UNIT EXTERIOR

INSULATION PER SCHEDULE
FIRE BARRIER PER CBC 707

TOP OF FINISH

FLOOR AT UNITS
2X RIM JOIST REFER TO

STRUCTURAL DRAWINGS

CONTROL JOINT PER

EXTERIOR ELEVATIONS
UNIT

FIRE RETARDANT PLYWOOD
WITHIN 4'-0" OF EXTERIOR
WALL
2X BLOCKING PER

STRUCTURAL

ALL WOOD FRAMING MEMBERS

WITH IN EXTERIOR WALLS

TO BE FIRE RETARDANT TREATED
PER CBC SECTION 602.3
4'-0" OF EXTERIOR WALLS

FIRE RETARDANT PLYWOOD WITH IN

FLOOR JOISTS PER

STRUCTURAL

WOOD STRUCTURAL

PANEL PER STRUCTURAL

DRAWINGS

UNIT BALCONY

INSULATION PER SCHEDULE

TOP OF FINISH

FLOOR AT UNITS

RIM JOIST REFER TO

STRUCTURAL DRAWINGS
UNIT

MECHANICAL DUCT

WHERE OCCURS

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

WALL FRAMING PER PLANS
STAIR

INSULATION PER SCHEDULE

WOOD STRUCTURAL

PANELS, SEE STRUCTURAL

DRAWINGS
SOLID 4x OR 6x FRAMING
MEMBER AT STAIR SIDE.

FRAMING MEMBER WIDTH

TO MATCH WALL WIDTH
DOUBLE 2x BLOCKING AS

REQUIRED FOR

ATTACHMENT OF DRYWALL

FLOOR FINISH PER SCHEDULE

FLOOR JOISTS PER

STRUCTURAL

FIRE RETARDANT WOOD

STRUCTURAL PANEL PER

STRUCTURAL DRAWINGS

UNIT EXTERIOR

INSULATION PER SCHEDULE
FIRE BARRIER PER CBC 707

TOP OF FINISH

FLOOR AT UNITS
2X RIM JOIST REFER TO

STRUCTURAL DRAWINGS

CONTROL JOINT PER

EXTERIOR ELEVATIONS
UNIT
4'-0" OF EXTERIOR WALLS

FIRE RETARDANT PLYWOOD WITH IN

FIRE RETARDANT PLYWOOD
WITHIN 4'-0" OF EXTERIOR
WALL

HANGAR PER

STRUCTURAL

ALL WOOD FRAMING MEMBERS

WITH IN EXTERIOR WALLS

TO BE FIRE RETARDANT TREATED
PER CBC SECTION 602.3

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

CONNECTION

DETAILS
1 1/2" = 1'-0" 1 A7.32
FLOOR AT CORRIDOR/STAIR LEVEL 2
1 1/2" = 1'-0" 10

FLOOR AT CORRIDOR/STAIR ROOF
1 1/2" = 1'-0" 2

FLOOR AT UNIT/CORRIDOR
1 1/2" = 1'-0" 13 FLOOR AT UNIT/CORRIDOR ROOF
1 1/2" = 1'-0" 7

FLOOR AT UNIT/STAIR
1 1/2" = 1'-0" 6

FLOOR AT UNIT/STAIR ROOF
1 1/2" = 1'-0" 8
1-HR FLOOR-CLG AT CORR./STOR.
1 1/2" = 1'-0" 4
EXT. STAIR UP AT LANDING
1 1/2" = 1'-0" 9
EXT. STAIR / CORRIDOR AT ROOF LEVEL
1 1/2" = 1'-0" 11
1-HR EXT. FLOOR FRAMING(PARALLEL)
1 1/2" = 1'-0" 12

FLOOR FRAMING AT UNIT/BALCONY
1 1/2" = 1'-0" 3

STAIR LANDING
1 1/2" = 1'-0" 5
2-HR EXT. FLOOR

FRAMING(PERPENDICULAR)
Date Issues / Revisions:

City Council 22 – 123 12/6/2022

D SECTION AT HOPPER AND DISCHARGE
NOTE:

PROVIDE AUTOMATIC FIRE

SPRINKLER IN TRASH ROOM

WILKINSON TYPE-A ROLLING
FIRE DOOR WITH 165 DEG F.

FUSIBLE LINK, SHOWN IN

CLOSED POSITION

CHUTE FRAME SUPPORT

WILKINSON STAINLESS

STEEL CLAD BOTTOM

HINGED, HAND OPERATED,
U.L. APPROVED 90 MIN., B- LABEL INTAKE DOOR W/ 250
DEG. MAXIMUM
TEMPERATURE RISE IN 30.

MIN.,SELF CLOSING AND

LATCHING WITH LEVER
OPERATOR. MAXIMUM 5
LBS. OPERATING

PRESSURE REQUIRED TO
OPEN.

COAT CHUTE WITH
SOUNDCOAT GP-1

C ELEVATION AT HOPPER

CHUTE DOOR FRAME
(90 MINUTE FRAME)

QUIET LATCHING

CHUTE DOOR
(90 MINUTE RATED)

CHUTE BEYOND

FINISH FLOOR
CHUTE DOOR OPERATOR.

DOOR HANDLES ARE

REQUIRED TO BE

ACCESSIBLE PER CBC
CHAPTER 11
CHUTE

CHUTE HOPPER AT

DOOR BEYOND

B CHUTE SECTION AT CONCRETE FLOOR

SECTION B

FLOOR SLAB, SEE

STRUCTURAL DRAWINGS

VENTILATION SHAFT, SEE

MECHANICAL DRAWINGS

CAULK AIR TIGHT

UPPER GARAGE UPPER GARAGE

SHADED AREA INDICATES

CONCRETE FLOOR WITHIN

THE SHAFT AREA
1 HOUR RATED WALL

ASSEMBLY

TRASH DOOR PALM

PUSH BUTTON
2 HOUR RATED WALL

ASSEMBLY
2'-3" 2'-3" 2'-3"
M
A
X. 40"
MIN.
2'-0"

CHUTE DIAMETER
2'-0" WALL FINISH FACE

FLOOR SLAB OPENING
BELOW

FIRE SPRINKLER AT

EACH SHAFT AREA

A CHUTE PLAN AT CHUTE DOOR

SECTION D

SHAFT SHAFT SHAFT
2-HR RATED METAL

WALL ASSEMBLY

PROVIDE FURRING

HAT CHANNELS AS

REQUIRED
-
---
8" 4"
4"
4"
4"
24" DIAMETER TRASH
CHUTE

EXTERIOR GRADE PLYWOOD

WATERPROOFING PER

WATERPROOFING

DRAWINGS

GALVANIZED IRON SHEET

METAL FLASHING

SOLDERED TO TRASH

CHUTE, PER

WATERPROOFING

DRAWINGS

GALVANIZED SHEET METAL

FLASHING UPSIDE DOWN METAL
PAN. FIELD VERIFY DIMENSIONS

AND CONDITIONS SHOP

FABRICATE AND SOLDER ALL
SEAMS. BOTH ADJACENT WALL

CONDITION AND NON ADJACENT

CONDITIONS SHOWN PER

WATERPROOFING DRAWINGS
1/2" CEMENT BOARD

EXPLOSION PROOF CAP AS

REQUIRED
1' - 0" 2' - 0"
P
E
R
FLO
O
R/C
EILIN
G
A
S
S
E
M
BLY

PER WALL TYPE
.

PER WALL TYPE
T.O. PLATE

STRUCTURAL SHEATHING

AS OCCURS, SEE STRUCT
DWGS

PER WALL TYPE
.
---
-
24 GA. G.I. COPING. LAP
JOINTS 6" AND SEAL SPLICE.

PAINT TO MATCH ADJACENT
FINISH
P
E
R
R
O
O
F
A
S
S
E
M
BLY
T.O. PLATE
SLOPE 1% MIN. T.O.PARAPET
LEVEL 3

PER WALL TYPE

PER WALL TYPE
.

PODIUM SLAB. SEE

STRUCT DWGS

STRUCTURAL SHEATHING

AS OCCURS, SEE STRUCT
DWGS
GE SILICONES PENSIL 300 /

SPECIFIED TECHNOLOGIES
INC. PENSIL 300. MIN. 1 1/2"
THICK.
26 GA SHEET METAL LINER
AT MECHANICAL SHAFTS;

TEMINATE AT PODIUM SLAB
LEVEL 3

PER WALL TYPE
.

PODIUM SLAB. SEE

STRUCT DWGS

PER WALL TYPE
---
-
GE SILICONES PENSIL 300 /

SPECIFIED TECHNOLOGIES
INC. PENSIL 300. MIN. 1 1/2"
THICK.
26 GA SHEET METAL LINER
AT MECHANICAL SHAFTS;

TEMINATE AT PODIUM SLAB
GE SILICONE PENCIL 300 / SPECIFIED
TECHNOLOGIES INC. PENCIL 300 MIN.
1 1/2" THICK.
26 GA SHEET METAL COVER PLATE
26 GA SHEET METAL COVER PLATE
T.O. SHEATHING

PLYWOOD SHEATHING PER STRUCTURAL
(2) LAYERS OF 5/8" TYPE "X" GYPSUM
SHEATHING AT SHAFT. PROVIDE SINGLE

J-MOLD / J-MOLD AT EACH LAYER OF

GYPSUM SHEATHING
SHAFT
GE SILICONE PENCIL 300 / SPECIFIED
TECHNOLOGIES INC. PENCIL 300 MIN.
1 1/2" THICK.
26 GA SHEET METAL COVER PLATE
T.O. SHEATHING
P
E
R
FLO
O
R
A
S
S
E
M
BLY
(2) LAYERS OF 5/8" TYPE "X" GYPSUM
SHEATHING AT SHAFT. PROVIDE

SINGLE J-MOLD / J-MOLD AT EACH

LAYER OF GYPSUM SHEATHING
SHAFT

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

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ASSEMBLY
3/4" = 1'-0" 1 A7.40

TRASH CHUTE ASSEMBLIES WRAP
1" = 1'-0" 13 TRASH CHUTE TERMINATION AT ROOF
1 1/2" = 1'-0" 7
SHAFT WALL @ FLOOR / CEILING
1 1/2" = 1'-0" 8
SHAFT WALL @ ROOF
1 1/2" = 1'-0" 3
SHAFT WALL 1 @ PODIUM LEVEL
1 1/2" = 1'-0" 4
SHAFT WALL 2 @ PODIUM LEVEL
3" = 1'-0" 11
JOINT @ MECHANICAL SHAFT
3" = 1'-0" 12
JOINT @ 2-HR SHAFT
Date Issues / Revisions:

City Council 22 – 124 12/6/2022
OCCUP. SEPARATION / FIRE PARTITION (PARTY WALL)
AT 3RD FLOOR

PERPENDICULAR PARALLEL
OCCUP. SEPARATION / FIRE PARTITION (PARTY
WALL) AT 4TH TO 7TH FLOOR
OCCUP. SEPARATION / FIRE PARTITION (PARTY

WALL) AT ROOF
1-H
O
U
R
R
O
O
F
A
S
S
E
M
BLY
1HR- ASSEMBLY
A
S
S
E
M
BLY
1 H
R
FLO
O
R
C
EILIN
G
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20
9 10
21 21
6 11
2 7
8 8
15 1
15 12
13 8
2 7
8 11
3 14
7 8
5 1
14 3-HOUR FIRE WALL AT 3RD FLOOR
NOTE: SEE BUILDING PLAN FOR LOCATIONS OF 3 HOUR FIRE WALLS 3-HOUR FIRE WALL AT 4TH TO 7TH FLOORS
1-H
R
FLR./CLG.

UNIT

PARALLEL JOIST

DIRECTIONS

UNIT UNIT
NOTE:

WALL AND FLOOR SYSTEM IS RATED
55-59 STC BY THE "GYPSUM ASSOC,
SOUND CONTROL MANUAL", ANY

OPENINGS IN THE CONSTRUCTION FOR
PIPING, ELECT. OUTLETS AND DEVICES,
ETC. SHALL BE SEALED, LINED,

INSULATED OR OTHERWISE TREATED

TO MAINTAIN THE REQUIRED RATING,

SEE SHEETS
NOTE:
3 HOUR FIRE WALL ASSEMBLY TO CONTINUE TO OUTER EDGES OF

PROJECTING ELEMENTS
CONDITION AT ROOF:

FIRE WALL TO EXTEND TO UNDERSIDE OF ROOF SHEATHING. ROOF FRAMING TO BREAK AT EITHER SIDE OF FIRE WALL.

PER 2019 CBC 706.6 EXCEPTION 2.2

NO OPENINGS ALLOWED
WITHIN 4'-0" OF EACH SIDE OF THE FIRE WALL
PER 2019 CBC 706.6 EXCEPTION 2.2

NO OPENINGS ALLOWED
WITHIN 4'-0" OF EACH SIDE OF THE FIRE WALL
3 - HOUR FIRE WALL AT ROOF LEVEL
IF
W
ALL E
X
C
E
E
D
S 10'-0"
P
R
O
VID
E
A
D
D'L. A
S
W
CLIP
S
AX.XX
-

ASSEMBLY
3HR FIREWALL

ASSEMBLY
3HR FIREWALL
5 14
16 10
4 8
1 18
20 19
2 10
1 8
16 8
18 10
9 21
2 7
16 FOR INSULATION SCHEDULE, FIREBLOCKING, DRAFTSTOP & ACOUSTIC INSTALLATION REQUIREMENTS, SEE SHEET A7.01

SOUND CONTROL NOTES

COMMON VENTS OR DRAIN LINES IN PARTY WALL MAY BE CONNECTED IN STACKED UNITS.

ALL WATER SUPPLY LINES WITHIN THE PROJECT SHALL BE ISOLATED FROM

WOOD, METAL AND OTHER FRAMING WITH PIPE ISOLATORS SPECIFICALLY

MANUFACTURED FOR THAT PURPOSE AND APPROVED FOR USE BY THE DIRECTOR OF BUILDING AND SAFETY. ALL VERTICAL DRAINAGE LINES

WITHIN THE PROJECT SHALL BE ISOLATED FROM WOOD, METAL AND OTHER FRAMING.

PERIMETER CAULK ALL FOUR SIDES OF PARTY WALL DRYWALL
(TOP, BOTTOM, AND SIDES)

1. 2.

3. 4. FOR ADDITIONAL INFORMATION, SEE SHEET A-70.1
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

DEMISING &

FIRE WALL

ASSEMBLIES
1 1/2" = 1'-0" 5 A7.41
1-HR FIRE PARTITION (DEMISING WALL)
1 1/2" = 1'-0" 9
3-HR FIREWALL-SECTION
12" = 1'-0" 1

NOTES - FIRE WALL

FIRE WALL NOTES

SYMBOL DESCRIPTION
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR. * = WITH THE STRETCHER REQUIREMENTS OF BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA 13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1 AND SPEC'S. 6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT TRASH CHUTE 7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE SPRINKLERS 10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X" GYPSUM BOARD 11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT 10'-0" O.C. MAX. SPACING.

FIRE BLOCK MATERIAL SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS FIBER OR OTHER APPROVED NON-RIGID MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE

WALL, THE ENTIRE SPAN OF SUCH ROOF/CEILING FRAMING SHALL BE OF 1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE FRAMING AND ELEMENTS

THAT SUPPORT THE ABOVE MENTIONED ROOF/CEILING FRAMING SHALL ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY BETWEEN WOOD FRAMING AND "H" STUDS FOR WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO 44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C. VERTICALLY BETWEEN WOOD FRAMING AND "H" STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE PERPENDICULAR TO THE WALL,
THE ENTIRE SPAN OF SUCH ROOF/CEILING FRAMING SHALL BE OF 1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE FRAMING AND ELEMENTS THAT

SUPPORT
THE ABOVE MENTIONED ROOF/CEILING FRAMING SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

X
Date Issues / Revisions:

City Council 22 – 125 12/6/2022

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

STAIR DETAIL
A7.51
Date Issues / Revisions:

City Council 22 – 126 12/6/2022

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

ELEVATOR
DETAIL
A7.52
Date Issues / Revisions:

City Council 22 – 127 12/6/2022
3'-6".
1'-7" 2'-8 1/2".
1'-7" 1'-0"
FLOOR

PIPE IN THE WALL

PER PLUMBING

FIRE HOSE VALVE
19"W x 19"H x 8
1/2"D WALL

OPENING

CENTERLINE OF
PIPE

EDGE OF WALL OPENIN G

RISER CLAMP

CABINET

EQUIPMENT

IDENTIFICATION
PER CBC 905.7.1

ABS OR PVC CLOSE FLANGE SIZED TO
ACCOMMODATE DRAIN PIPE. CLOSET

FLANGE SECURED TO PLYWOOD

SUBFLOOR WITH STEEL SCREWS

TOPPING PER SPECIFICATIONS

PLYWOOD SUBFLOOR PER STRUCTURAL
MIN. 3/4" DEPTH HILTI CP 606 FLEXIBLE

FIRESTOP SEALANT
NOMINAL 4" MAX. DIAMETER ABS

OR PVC PIPE
NOTE:

DIAMETER OF OPENING TO BE MAX. 1/4"

LARGER THAN OUTSIDE DIAMETER OF PIPE
REFERENCE: UL SYSTEM NO. F-C-2263

ROUND OR OVAL GAS
APPLIANCE B-VENT IN 1HR WALL

WALL ASSEMBLY

NO INSULATION PERMITTED IN

STUD & JOIST BAY WITH B-VENT
2 X WOOD STUDS WALL

FIRESTOP PLATE (PROVIDE TIGHT

FIT) ALL AROUND (FLOOR AND

CEILING LEVEL)
2X WOOD SILL PLATE CUT AWAY

FOR FULL WIDTH OF STUD BAY

FLOOR FRAMING PER

STRUCTURAL
PROVIDE 1" MIN. AIR SPACE TO ALL

COMBUSTIBLE MATERIALS

FIRE STOP SPACER NAILED TO

PLATE AT BOTH ENDS (FLOOR AND

CEILING LEVELS)
5/8" TYPE X GYPSUM BOARD EACH

SIDE TO PROVIDE ONE HOUR

ASSEMBLY
(2) 2X CONTINUOUS TOP PLATES,

CUT AWAY FOR FULL WIDTH OF

STUD BAY
NOTES:

1. PROVIDE WALL STUD SIZE TO FIT
VENT AND ALLOW 1" CLEAR

ANNULAR SPACE AROUND VENT TO

COMBUSTIBLE MATERIALS

2. INSTALL VENT PER

MANUFACTURER'S UL LISTING AND

INSTALLATION INSTRUCTIONS-UL
MH 5102

MECHANICAL DUCT

SHEET METAL PER

MECHANICAL

DRAWINGS AT

ASSEMBLY

SHEET METAL

EYEBROW VENT LAP

BUILDING PAPER PER

WATERPROOFING

DRAWINGS

FIRE CAULKING
TWO (2) LAYERS 5/8" TYPE
'X' GYPSUM WALLBOARD

LINED JOIST BAY AT

MECHANICAL VENT
V
E
RIF
Y
WIT
H
M
A
N
U
F
A
C
T
U
R
E
R
10" WID
E
X 25" HIG
H
CLE
A
R
1' - 4"

EXTERIOR CEMENT PLASTER OVER LATH OVER

WATERPROOFING PER WATERPROOFING

DRAWINGS (WHERE OCCURS)

CAULK CABINET TO OPENING AT ALL FOUR SIDES

SEMI-RECESSED FIRE EXTINGUISHER CABINET

SEE SPECIFICATIONS FOR REQUIREMENTS
5/8" TYPE 'X' GYPSUM BOARD
5/8" TYPE 'X' GYPSUM BOARD, NO JOINTS
WITHIN 8" OF FRAMED OPENING
1" THICK SHAFT LINER LAMINATE BOTH SIDES
OVER ENTIRE CONTACT SURFACE.
1/2" GYPSUM BOARD MINIMUM LAMINATE OVER

ENTIRE CONTACT SURFACE

FIRE EXTINGUISHER PER PLANS
FULL 2X4 BLOCKING - BOTH

SIDES, TOP AND BOTTOM
"J" MOLDING BOTH SIDES, TOP AND BOTTOM.

WHEN CABINET IS LOCATED LESS THAN 15'-0"

FROM FACE OF PROTECTIVE OVERHANG,

USE GI SHEET METAL DRIP FLASHING AT
HEAD CONDITION.
2X OR 3X STUDS AT 16" O.C.
2 1/4" MIN.

GA FILE NO. WP 1311

SOLID GYPSUM WALL

PIPE IN THE WALL PER

PLUMBING
1 LAYER OF 5/8"

GYPSUM BOARD

WALL OPENING REQUIRED
1'-7"
2x4 WOOD STUD
WALL
2x6 WOOD STUD
WALL

CABINET PER FIRE

SPRINKLER

DRAWINGS
8" MIN.
1'-8 1/4" 1'-7"

PLYWOOD SHEATING PER

STRUCTURAL

DRYER DUCT PER MECHANICAL
2X BLOCKING

DECK FRAMING PER STRUCTURAL
5/8" TYPE X GYPSUM BOARD

LINED JOIST BAY AT DRYER
VENT, SIM. TO DETAIL

J-MOLD AROUND OPENING

PAINT VISIBLE PORTION

OF DUCT BLACK

EXTERIOR CEMENT

PLASTER OVER METAL LATH

GRILLE PER

MECHANICAL

DRAWINGS

SHEET METAL GALVANIZED ROOF JACK

LAP ROOFING MEMBRANE OVER AND

UNDER BASE TO PROHIBIT WATER
ENTRY

ROOF ASSEMBLY PER DETAIL
2X BLOCKING BETWEEN

JOIST MEMBERS TYPICAL
26 GAUGE SHEET METAL DUCT
EXTERIOR PLASTER OVER MET. LATH AND

BUILDING PAPER PER WATERPROOFING

DRAWINGS
3/4"
.
1/2"
.

PARAPET HEIGHT FROM

TOP OF LOW ROOF

SHEATHING (ROOF
DATUM)

STRUCTURAL PLYWOOD AS REQ'D,
REFER TO STRUCT. DWGS.

EXT. CEM. PLAS. OVER MET. LATH

AND BLDG PAPER
T.O. ROOF SHEATHING

FIRE CAULKING

SOLID BLOCKING ON ALL FOUR SIDES

AROUND DUCT

SHOWER PER PLANS
(2) 5/8" TYPE 'X' GYPSUM BOARD FOR 1 HOUR WALL
DETAIL REQUIREMENTS PER C.B.C. TABLE
721.2.1.4(2)
FULL 2 X BLOCKING BETWEEN

JOISTS TO PROVIDE DRYWALL

NAILING SEE PLUMBING PLANS

WALL AS OCCURS

FOR PENETRATION OF

BLOCKING, SEE

CAST IRON WASTE LINE

AT PENETRATION OF

ONE HOUR ASSEMBLY

PER PLUMBING PLANS
CREMCO ICP/ICP NO HUB COUPLING.

UPC APPROVED FOR CAST IRON TO

PLASTIC CONNECTIONS IN CONCEALED
SPACES

PVC WASTE TRAP PER

PLUMBING PLANS

ALL PLASTIC TO PLASTIC PIPE

CONNECTIONS TO BE GLUE WELDED
DOUBLE PLYWOOD FLOOR CONSISTING OF MINIMUM 1/2"
(15/32") WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE
OVER 5/8" (19/32") WOOD STRUCTURAL PANELS OR SUBFLOOR
OF (1) LAYER 1-1/8" T&G WOOD STRUCTURAL PANELS.

PER C.B.C. TABLE 720.1(3) 13.1.4
AX.XX
-
V
E
RIF
Y
WIT
H
M
A
N
U
F
A
C
T
U
R
E
R
10" WID
E
X 25" HIG
H
CLE
A
R
1' - 4"

EXTERIOR CEMENT PLASTER OVER LATH

OVER WATERPROOFING PER

WATERPROOFING DRAWINGS (WHERE

OCCURS)

CAULK CABINET TO OPENING AT

ALL FOUR SIDES

SEMI-RECESSED FIRE EXTINGUISHER

CABINET SEE SPECIFICATIONS FOR

REQUIREMENTS
2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD
2 LAYERS 5/8" TYPE 'X' GYPSUM
BOARD, NO JOINTS WITHIN 24" OF

FRAMED OPENING
1" THICK SHAFT LINER LAMINATE BOTH
SIDES OVER ENTIRE CONTACT SURFACE.
1/2" TYPE 'X' GYPSUM BOARD MINIMUM

LAMINATE OVER ENTIRE CONTACT

SURFACE

FIRE EXTINGUISHER PER PLANS

FULL WIDTH BLOCKING - BOTH SIDES,

TOP AND BOTTOM
"J" MOLDING BOTH SIDES, TOP AND
BOTTOM. WHEN CABINET IS LOCATED
LESS THAN 15'-0" FROM FACE OF

PROTECTIVE OVERHANG, USE GI SHEET

METAL DRIP FLASHING AT HEAD
CONDITION.
2X OR 3X STUDS AT 16" O.C. GA FILE NO. WP 1841

SOLID GYPSUM WALL
1 HOUR RATED BOX

MODEL PER PLUMBING

DRAWINGS TO BE

INSTALLED IN
ACCORDANCE WITH W- L-7129 AND

MANUFACTURERS
INSTRUCTIONS.

PIPING PER PLUMBING /

MECHANICAL DRAWINGS

INSULATION PER SCHEDULE
5/8" TYPE X GYPSUM

WALLBOARD
2X SOLID WOOD BLOCKING

FIRE RATED ACCOUSTICAL

SEALANT

TOPPING PER

SPECIFICATION
S
NOMINAL 1 1/2" MAX.

SCHEDULE 40 ABS OR PVC

PIPE AND DRAIN FITTINGS

CEMENTED TOGETHER AND

PROVIDED WITH ABS OR

PVC BATHTUB

WASTE/OVERFLOW
FITTINGS.

PLYWOOD SUBFLOOR

PER STRUCTURAL
3/4" THICK PLYWOOD PATCH

SIZED TO OVERLAP
MINIMUM 2" BEYOND EACH

EDGE OF RECTANGULAR
OPENING. TWO PIECES

POSITIONED AROUND DRAIN

PIPING WITH CUT EDGES

TIGHTLY BUTTED, AND

SCREW ATTACHED TO

UNDERSIDE OF SUBFLOOR
WITH 1 1/4" LONG STEEL

SCREWS (SPACED MAXIMUM
6" O.C.). (SEE NOTE#3
BELOW)
MIN. 5/8" DEPTH HILTI CP 606

FLEXIBLE FIRESTOP

SEALANT FLUSH WITH BOTH
SURFACES OF PLYWOOD.

NOTES:

1. MAX. SIZE OF OPENING = 12"X8"

2. ANNULAR SPACE BETWEEN DRAIN PIPING AND PATH = MIN. 0", MAX. 1"

3. AS ALTERNATE TO PLYWOOD, 5/8" THICK GYPSUM WALL BOARD MAY BE USED.

REFERENCE: UL SYSTEM NO. F-C-2262
2" MIN.
1" MAX.

WALL PER
PLANS
2X FLOOR JOISTS

RECESSED DMF RATED

LIGHT FIXTURE ZERO

CLEARANCE RATED

BLOCK IN AREA

AROUND LIGHT

FIXTURE LOCATION,

THEN WRAP AREA W/
(2) 5/8" TYPE 'X' GYPSUM
BOARD
5/8" TYPE "X"

GYPSUM BOARD

FLOOR ASSEMBLY

FIRE RATED

ACOUSTICAL SEALANT
REQUIRED AT BLOCKIN TO CEILING BOARD

LIGHT FIXTURE RATING TO

MATCH ADJACENT FLOOR
CEILING ASSEMBLY.

FIRE RATED ACOUSTICAL

SEALANT

CONTRACTOR TO PROVIDE

SOUND TESTING RESULTS TO

ACCOUSTICAL CONSULTANT

PRIOR TO INSTALLATION

TRIM PER SPECIFICATIONS
2X FLOOR
JOISTS

RECESSED DMF RATED

LIGHT FIXTURE ZERO

CLEARANCE RATED

BLOCK IN AREA

AROUND LIGHT

FIXTURE LOCATION,

THEN WRAP AREA W/
(2) 5/8" TYPE 'X' GYP. BD.
5/8" TYPE 'X' MOLD
RESISTANT GYP. BD.
7/8" EXTERIOR

PLASTER OVER METAL

LATH WHERE OCCURS

AT EXTERIOR

CONDITION
2 1/2" METAL STUD

HVAC DUCT, PER

TENANT IMPROVEMENT

FIRE CAULKING PER

SPECIFICATIONS
2 1/2" METAL STUDS AT
16" O.C.

STRUCTURAL SLAB, SEE

STRUCTURAL

DRAWINGS

PENETRATING ITEM
2X OR 3X STUDS PER STRUCTURAL AT
16" O.C. MAXIMUM

WHERE WASTE AND WATER

SUPPLY PIPING IS REQUIRED IN

INTERIOR PARTITION WALLS, THE

PARTITION WALL SHALL BE

CONSTRUCTED WITH THE
FOLLOWING REVISIONS:

1. SNUGLY FITTING BETWEEN THE
STUDS WHERE PIPING OCCURS.

WALL TYPE PER PLAN
NOTE:

APPLY PLYWOOD PER STRUCTURAL

DRAWINGS TO STUDS PRIOR TO

APPLICATION OF FINISHES
PROVIDE 2x JOIST BAY BLOCK OR
5/8" TYPE "X" GYPSUM BOARD TO

ISOLATE WALL AND FLOOR
CAVITIES.

IF 2x BLOCKING ISOLATOR IS

USED A DRAFT STOP MUST BE
INSTALLED. PLYWOOD OR

INSULATION IS ACCEPTABLE

IF GYPSUM BOARD ISOLATOR IS

USED PENETRATIONS MUST BE

FIRE CAULKED

VERIFY SPECIAL PLAN CONDITIONS
0' - 2" TYP.
0' - 2 1/2"
PROVIDE 5/8" TYPE 'X'

GYPSUM BOARD

PROTECTION OF ALL

WALL ASSEMBLIES

PENETRATED

AIR HANDLER PER

MECHANICAL PLANS IN

DROPPED CEILING SPACE

FOR RETURN AIR ROUTING

AND ADDITIONAL

INFORMATION, SEE

MECHANICAL PLANS

OPENING
2 1/2" METAL STUD
1 5/8" METAL STUD

BATHROOM

LIGHT FIXTURE PER
ELECTRICAL DWGS.

NOTE:

WHEN LIGHT FIXTURE IS LOCATED IN A RATED CEILING A BOXED OUT AREA WRAPPED WITH 5/8" TYPE 'X' GYP. BOARD TO MATCH ADJ. FIRE RATING IS

REQUIRED
1 H
R
2 1/2" METAL STUD
7/8" EXTERIOR PLASTER AS
OCCURS
5/8" TYPE 'X' GYP.

BD.

FLOOR ASSEBMLY

FIRE RATED ACOUSTICAL SEALANT

FLEXIBLE HVAC DUCT

WRAP JOIST BAY WITH ONE
LAYER 5/8" TYPE X GYPSUM

WALLBOARD
5/8" TYPE 'X' GYPSUM BOARD AT

FLOOR JOISTS
2X FLOOR JOIST
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

PENETRATION

ASSEMBLIES
1 1/2" = 1'-0" 1 A7.53

STANDPIPE AT CORRIDOR ELEVATION
1 1/2" = 1'-0" 2 WATER CLOSET WASTE LINE
1 1/2" = 1'-0" 3

B-VENT ASSEMBLY DETAIL
1 1/2" = 1'-0" 4

MECHANICAL VENT AT EXTERIOR WALL
3" = 1'-0" 5
1-HR RECESS FOR FIRE EXTINGUISHER
1 1/2" = 1'-0" 6

STANDPIPE AT CORRIDOR PLAN
3" = 1'-0" 8

EXHAUST DUCT AT DECK
1 1/2" = 1'-0" 9

EXHAUST FAN ROOF PENETRATION
1 1/2" = 1'-0" 7

SHOWER WASTE TRAP PENETRATION
3" = 1'-0" 10
2-HR RECESS FOR FIRE EXTINGUISHER
1 1/2" = 1'-0" 11
1-HR RATED BOX
1 1/2" = 1'-0" 12

BATHTUB WASTE TRAP DETAIL
1 1/2" = 1'-0" 13 RECESSED CAN LIGHT AT UNIT
1 1/2" = 1'-0" 14 FIRE-RATED LIGHT FXTR IN RATED CLG
1 1/2" = 1'-0" 15 RECESSED CAN LIGHT AT CORRIDOR
3" = 1'-0" 16 RETAIL SHAFT TERMINATION
1 1/2" = 1'-0" 17 FIRE STOPPING AT DUCT PNTRTNS
1 1/2" = 1'-0" 18 RETURN AIR LOCK BLOCKOUT
1 1/2" = 1'-0" 19 RECESSED LIGHT FIXTURE
1 1/2" = 1'-0" 20 1-HR HORIZONTAL DUCT CHASE
Date Issues / Revisions:

City Council 22 – 128 12/6/2022

1. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRE STOPPED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH CBC SECTION 714. SPACE BETWEEN

PENETRATING MATERIALS MUST BE DESIGNED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES.

A. COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE RATED WALLS OR

PARTITIONS PROVIDED THEY ARE FIRE-STOPPED WITH APPROVED FIRESTOPPING MATERIALS.

B. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR WHERE LARGER OPENINGS

ARE REQUIRED THAN PERMITTED IN ITEM A ABOVE, THEY MUST BE QUALIFIED BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION 703.2

2. MATERIALS USED IN THE FIRE SAFING SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S INSTRUCTIONS PROVIDED WITH THE MATERIALS AND SHALL BE UL LISTED AS FIRE RATED PRODUCTS.

3. THE F AND T RATINGS OF THROUGH PENETRATION FIRE STOPS SHALL NOT BE LESS THAN

THE FIRE RESISTANCE OF THE ASSEMBLY PENETRATED AND SHALL BE SUITABLE FOR THE METHOD OF, AND MATERIALS SURROUNDING THE PENETRATION AND PENETRATING ITEM.

4. FOR ADDITIONAL THROUGH PENETRATION AND MEMBRANE REQUIREMENTS, SEE CBC 714.

5. FIRE SAFING SYSTEMS ARE SPECIFIC FOR EACH VARYING CONDITION OF A FIRE RATED

WALL OR FLOOR ASSEMBLY, THE PENETRATING ITEM(S), AND THE MATERIALS SELECTED TO PREVENT THE SPREAD OF FIRE THROUGH THE PENETRATION. THE SAFING MATERIALS DESIGNATED FOR USE IN FIRE ASSEMBLIES ARE NOT PROVIDED SPECIFIC FIRE RATINGS.

SAFING MATERIALS SHALL BE SELECTED PER EACH MANUFACTURERS TECHNICAL

PRODUCT LITERATURE FOR EACH CONDITION ENCOUNTERED AND DOCUMENTED IN SHOP

DRAWINGS FOR REVIEW BY THE MANUFACTURER, CONTRACTOR, BUILDING DEPARTMENT AND ARCHITECT.

6. REVIEW FULL PLAN SET FOR THE CONSTRUCTION ASSEMBLIES AND PENETRATION DETAILS INCLUDING CONSULTING ENGINEERS DRAWINGS AND SPECS.

7. FOR DIFFERENT BUILDING CONSTRUCTION TYPES, SEE GEN SHEETS

8. PROVIDE SUBMITTALS PER SPECIFICATIONS WITH BUILDING DEPARTMENT APPROVALS FOR SPECIFIC PRODUCTS SUBMITTED.

9. ALL PENETRATING ITEMS PENETRATING FIRE RATED WALL OR FLOOR ASSEMBLIES ARE REQUIRED TO BE METAL. THE METAL PENETRATING ITEM MUST EXTEND 6" BEYOND EACH

SIDE OF THE ASSEMBLY BEFORE THE PENETRATING ITEM CAN CHANGE TO A NONMETALLIC MATERIAL. IF THE PENETRATING ITEM PENETRATES ONLY ONE SIDE OF A FIRE ASSEMBLY, THE PENETRATING ITEM MUST EXTEND 6" BEYOND THE EXTERIOR OF THE ASSEMBLY AND 6"

BEYOND THE PENETRATION WITHIN THE ASSEMBLY BEFORE THE PENETRATING ITEM CAN CHANGE TO A NONMETALLIC MATERIAL. ANY PROPOSED PENETRATION OF A FIRE RATED ASSEMBLY BY A NONMETALLIC PENETRANT MUST BE SUBMITTED FOR APPROVAL.

10. CONTRACTOR TO COMPARE PIPE MATERIAL WITH SOILS REPORT TO VERIFY COMPATIBILITY.

11. SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS PER CBC 717.5.1 TO 717.5.7
A. DUCT PENETRATIONS OF AREA OR OCCUPANCY SEPARATION WALLS WITH RATINGS OF 2-HOURS OR LESS.

B. DUCTS PASSING THROUGH HORIZONTAL EXIT WALLS.

C. DUCTS PENETRATING SHAFTS (SEE CODE FOR EXCEPTIONS)
D. DUCTS PENETRATING FIRE RESISTIVE ELEMENTS OF FIRE RATED CORRIDOR WALLS. (EXCEPTION FOR STEEL DUCTS WITH NO OPENINGS TO CORRIDOR)

REFER TO MECHANICAL PLANS FOR LOCATIONS OF SMOKE FIRE DAMPERS

12. ALL PLUMBING PENETRATIONS THROUGH WALLS WHICH REQUIRE PROTECTION OF

OPENINGS (OCCUPANCY SEPARATION WALLS, FIRE WALLS, CORRIDOR WALLS OR WALLS

ADJACENT TO A REAL OR ASSUMED PROPERTY LINE) ARE REQUIRED TO BE GALVANIZED OR CAST IRON PIPING. SEE PLUMBING DRAWINGS.

13. PLASTIC ELECTRICAL BOXES SHALL BE CLEARLY IDENTIFIED AS APPROVED FOR THE FIRE RATED CONSTRUCTION PER CBC 714.

14. OPENINGS MADE THROUGH A FLOOR FOR PENETRATIONS SUCH AS CABLES, CABLE

TRAYS, CONDUIT, PIPES OR TUBING THAT ARE PROTECTED WITH APPROVED THROUGH

PENETRATION FIRE STOPS TO PROVIDE THE SAME DEGREE OF FIRE RESISTANCE AS THE FLOOR CONSTRUCTION NEED NOT BE ENCLOSED IN A SHAFT.

15. FOR PIPE PENETRATIONS THROUGH 3-HOUR CONCRETE PODIUM SLAB BETWEEN

GARAGE AND RESIDENTIAL OCCUPANCY, PROVIDE LISTED AND APPROVED FIRESTOPPING MATERIALS THAT MAINTAIN REQUIRED 3-HOUR RATED ASSEMBLY. CONTRACTOR SHALL

PROVIDE COMPLETE SUBMITTAL INFORMATION FOR FIRESTOPPING PRODUCTS FOR ALL SLAB PENETRATION CONDITIONS. SUBMITTAL SHALL BE REVIEWED BY THE ARCHITECT AND CONTRACTOR FOR SUBMITTAL TO THE CITY BUILDING DEPARTMENT FOR APPROVAL.

16. PRODUCTS SHALL BE LISTED WITH A RECOGNIZED TESTING AGENCY SUCH AS ICC, UL OR WARNOCK HERSEY. "OR EQUAL" MANUFACTURERS WILL BE CONSIDERED IF PROPER TESTING AGENCY APPROVALS ARE PROVIDED. OTHER MANUFACTURERS OF FIRE

STOPPING PRODUCTS MAY BE USED, PROVIDED THAT THE BUILDING DEPARTMENT APPROVALS ARE MET.

FILL ALL AROUND PENETRATING

ITEM WITH DRYWALL FIRECODE

COMPOUND TAPE AND SAND TO

FORM A COMPLETE SEAL TO

DRYWALL

IF ACOUSTICAL TREATMENT IS

REQUIRED PER PLANS, PROVIDE

AN ANNULAR SLEEVE AND USE
DETAIL

INSULATION AS REQUIRED
NOTES:

1. PROVIDE BLOCKING AS REQUIRED ABOVE PENETRATIONS

2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCTS AT PENETRATIONS

3. AS FAR AS POSIBLE, SEPARATE PIPES, DUCTS AND CONDUITS SO THEY CAN BE TREATED INDIVIDUALLY AS ABOVE.

4. 2-HOUR WALL GRAPHICALLY SHOWN, 1- HOUR SIMILAR.

RIGIDLY SUPPORTED PIPE OR CONDUIT 2 INCHES OR LESS IN DIAMETER THRU DRYWALL OR PLASTER WALLS, FLOORS SIMILAR.

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
TEST
ASSEMBLY:

UL # W-L-2093
F RATING - 1 AND 2 HR.

T RATING - 1 AND 1 1/2
HR.
5/8" MIN
A-75.2
4 FILL ALL AROUND PENETRATING ITEM

WITH DRYWALL FIRECODE COMPOUND

TAPE AND SAND TO FORM A

COMPLETE SEAL TO DRYWALL

FILL ANNULAR JOINT WITH FIRE

SAFING PER MANUFACTURES

REQUIREMENTS FOR FIRE RATING
REQUIRED PER PLANS. FIRE SAFING

SHALL BE COMPATIBLE WITH

SURROUNDING AND PENETRATING
MATERIALS.

INSULATION AS REQUIRED
NOTES:

1. PROVIDE BLOCKING AS REQUIRED ABOVE PENETRATIONS

2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCTS AT PENETRATIONS

3. AS FAR AS POSSIBLE, SEPARATE PIPES, DUCTS AND CONDUITS SO THEY CAN BE TREATED INDIVIDUALLY AS ABOVE.

4. 2-HOUR WALL GRAPHICALLY SHOWN, 1- HOUR SIMILAR.

ALL RESILIENTLY SUPPORTED PIPES, DUCTS OR CONDUITS AND RIGIDLY- SUPPORTED PIPES, DUCTS OR CONDUITS OVER 2 INCHES IN DIAMETER THRU DRYWALL OR PLASTER WALLS, FLOORS SIMILAR.

METAL SLEEVE PROVIDED BY

TRADE OF PENETRATING ITEM

PROVIDE ACOUSTICAL SEALANT AS
REQUIRED PER PLANS. SEALANT

SHALL NOT DIMINISH FIRE SAFING
EFFECT FOR RATING REQUIRED.

M
A
N
U
F
A
C
T
U
R
E
R
0" MIN. - 2 3/8" M
A
X
V
E
RIF
Y
WIT
H

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
TEST ASSEMBLY:

UL # W-L-1003
F RATINGS: 1 AND 2
HR.

T RATING: 0 HR.

FILL ALL AROUND PENETRATING

ITEM WITH DRYWALL FIRECODE

COMPOUND TAPE AND SAND TO

FORM A COMPLETE SEAL TO

DRYWALL

GROUT ALL ARROUND SLEEVE TO

FORM A COMPLETE SEAL TO

MASONRY

SEE STRUCTURAL PLANS FOR
C.M.U. WALL REQUIREMENTS
NOTES:

1. PROVIDE LINTELS AS REQUIRED ABOVE PENETRATIONS

2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCTS AT PENETRATIONS

3. DO NOT GROUP DUCTS LIKE PIPES IN DETAIL

ELECTRICAL DUCT THRU DRYWALL OR PLASTER, MASONRY, OR CONCRETE FLOORS SIMILAR.

METAL SLEEVE PROVIDED BY

TRADE OF PENETRATING ITEM

PROVIDE ACOUSTICAL SEALANT AS
REQUIRED PER PLANS. SEALANT

SHALL NOT DIMINISH FIRE SAFING
EFFECT FOR RATING REQUIRED.

ELECTRICAL DUCT FILLED WIDTH

AND DEPTH OF PENETRATION
AFTER WIRES ARE PULLED. USE

EXPANDING FOAM FIRE SAFING

LISTED FOR USE WITH ELECTRICAL
COMPONENTS.

MINIMIZ
E

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
THRU C.M.U. OR GYP. BD. CONST.

TEST ASSEMBLY:

UL # W-L-3065

FOR GYP BD
TEST ASSEMBLY:

UL # C-AJ-3320

FOR CMU

GYP BD WALL
AX.XX
X

UNFACED INSULATION ALL AROUND BOX

SHEET CAULKING ALL AROUND

BACK AND SIDES OF BOX
1/4" TO 1/2" JOINT FILLED WITH BEAD OF
3M -CP 25 N/S CAULK FACE FLANGE - DRYWALL OR PLASTER OVERLAPS FLANGE

NO UNUSED KNOCKOUTS OR

OTHER HOLES LEFT OPEN

ELECTRICAL OUTLET BOX SHALL BE OF
A MATERIAL APROVED FOR USE IN A 2- HOUR RATED ASSEMBLY (STEEL, PLASTIC) NOT EXCEEDING 16 SQ.

INCHES
0' - 2"
2'-0" MINIM
U
N

UNFACED INSULATION ALL AROUND BOX

SHEET CAULKING ALL AROUND

BACK AND SIDES OF BOX
1/4" TO 1/2" JOINT FILLED WITH BEAD OF
3M -CP 25WB N/S CAULK FACE FLANGE - DRYWALL OR PLASTER OVERLAPS FLANGE

NO UNUSED KNOCKOUTS OR OTHER

HOLES LEFT OPEN

IN DRYWALL
U465 1 HR - STEEL STUDS - NON BEARING WALL
U305 1 HR - WOOD STUDS - BEARING WALL
U301 2 HR - WOOD STUDS - BEARING WALL
NOTES:

1. PROVIDE LINTELS AS REQUIRED ABOVE PENETRATIONS

2. MAINTAIN INSULATION OUTSIDE OF PIPES AT PENETRATIONS

3. AS FAR AS POSSIBLE, SEPARATE PIPES, DUCTS AND CONDUITS SO THEY CAN BE TREATED INDIVIDUALLY AS ABOVE.

RIGIDLY SUPPORTED PIPE OR CONDUIT 2 INCHES OR LESS IN DIAMETER THRU C.M.U. OR CONCRETE WALLS, FLOORS SIMILAR.

FIRE RATED SEALANY ALL AROUND

PENETRATING ITEM TO FOAM A

COPLETE SEAL TO MASONRY
3" MAX OPENING, 2" MAX DIA. PIPE

IF ACOUSTICAL TREATMENT IS

REQUIRED PER PLANS, PROVIDE AN

ANNULAR SLEEVE AND USE DETAIL

SEE STRUCTURAL PLANS
FOR C.M.U. WALL
REQUIREMENTS.

TEST ASSEMBLY:

UL # C-AJ-1572

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
AX.XX
X
1/4" MIN THK FIRE SEALANT

PROVIDE ACOUSTICAL SEALALANT
AS REQUIRED PER PLANS.

SEALALNT SHALL NOT DIMINISH

FIRE SAFING EFFECT FOR RATING
REQUIRED.

WRAP STRIP-ONE LAYER OF

INTUMESCENT WRAP STRIP WRAPPED

AROUND THE PIPE AND HELD INPLACE

W/ ALUMINUM TAPE

FILLED GROUT IN CMU, SEE
STRUCTURAL PLANS FOR C.M.U.

WALL REQUIREMENTS.

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
TEST ASSEMBLY:

UL # C-AJ-2372

FILL ALL AROUND PENETRATING

ITEM WITH DRYWALL FIRECODE

COMPOUND TAPE AND SAND TO

FORM A COMPLETE SEAL TO

DRYWALL

GROUT ALL AROUND SLEEVE TO

FORM A COMPLETE SEAL TO

MASONRY
NOTES:

1. PROVIDE LINTELS AS REQUIRED ABOVE PENETRATIONS. 2. INTERRUPT INSULATION OUTSIDE PIPES AND DUCTS AT PENETRATIONS

3. DO NOT GROUP DUCTS LIKE PIPES IN DETAIL

MULTIPLE PIPES OR CONDUITS THRU DRYWALL OR PLASTER, MASONRY, OR CONCRETE FLOORS SIMILAR.

METAL SLEEVE PROVIDED BY

TRADE OF PENETRATING ITEM

PROVIDE ACOUSTICAL SEALANT AS
REQUIRED PER PLANS. SEALANT

SHALL NOT DIMINISH FIRE SAFING
EFFECT FOR RATING REQUIRED.

PENETRATING ELEMENTS

SEPARATED PER MANUFACTURERS

REQUIREMENTS

MINIMIZ
E

FILL ANNULAR JOINT WITH FIRE SAFING

PER MANUFACTURES REQUIREMENTS
FOR FIRE RATING REQUIRED PER PLANS.

FIRE SAFING SHALL BE COMPATIBLE WITH

SURROUNDING AND PENETRATING
MATERIALS.

TEST ASSEMBLY
UL # W-L-8056

SEE GENERAL NOTES ON THIS

SHEET FOR ADDITIONAL

INFORMATION
THRU C.M.U. OR GYP. BD. CONST.

A-75.2
5 SEE PLANS FOR RATING REQUIRED.

ONE LAYER 5/8" TYPE 'X' DRYWALL AT ONE
HOUR RATING. TWO LAYERS REQUIRED AT
TWO HOUR RATING. SEAL AIR TIGHT.

CONSTRUCT OPENING PRIOR TO

INSTALLATION OF FIXTURE

UNFACED INSULATION ALL AROUND

NO UNUSED KNOCKOUTS OR OTHER HOLES

LEFT OPEN

ACOUSTICAL SEALANT ALL AROUND

PERIMETER

SEAL ANY CONDUIT AT BOX BACKING

PENETRATION
NOTE:
2HR WALL GRAPHICALLY, 1HR TO BE SIMILAR.

ELECTRICAL BOX OVER 4" X 8" CABINET, FIXTURE, ACCESSORY IN DRYWALL OR PLASTER.

PROVIDE THROUGH PENETRATION

FIRESTOP AND FIREBLOCKING PER
CBC SECTION 714.3.1.2 AND 718.2

ELECTRICAL AND FIRE EXTINGUISHER

CABINETS SHALL HAVE THE SAME FIRE

RATING AS THE WALL
MINIMUM 3" SOLID BACKING

GROUT ALL AROUND AND BEHIND BOX

SEAL ANY CONDUIT AT BOX BACKING

PENETRATION
NOTE:

ELECTRICAL BOX OVER 4" X 8" CABINET,

FIXTURE, ACCESSORY IN MASONRY WALL

FIRE STOP

CAULKING

MINERAL
WOOL

CAULKING
STEEL
SLEEVE

COPPER OR

STEEL PIPE

SECTION
PLAN

FIRE STOP

CAULKING

MINERAL
WOOL

CAULKING

MINERAL

FIBER PIPE

INSULATION
COPPER
TUBING

SECTION
PLAN

CONCRETE

SLAB ( SEE

STRUCTURAL)

C- STEEL OR COPPER
PIPE

B- COPPER TUBING A- STEEL PIPE, CAST IRON OR CONDUIT

FOR PENETRATION SUBMITTAL

REQUIREMENTS, SEE FIRE STOPPING NOTE
15 IN

FIRE STOP

CAULKING

FOAM BACKING

STEEL PIPE OR CONDUIT

SECTION
PLAN

CONCRETE

SLAB ( SEE

STRUCTURAL)

CONCRETE

SLAB ( SEE

STRUCTURAL)
A-75.2
1 PIPING ISOLATOR OF MINIMUM 1/2"
THICK FELT OR 1" THICK PIPING

INSULATION JACKET

ADJUSTABLE RING HANGER WITH

FELT LINING

SECURE WIRE FIRST AND

PLASTER

TO WIRE EXTENDED THRU

LATH OR DRILL HOLE IN

DRYWALL FOR WIRE

CLOSE ANY OPENING WITH

ACOUSTICAL SEALANT

HANGER WIRE THRU DRYWALL

OR PLASTER CEILING

DRYWALL

CEILING

PLASTER

CEILING
MAX. 3/8"

PIPE ON ROD HANGER

FELT LINED METAL SLEEVE

FITTED TIGHTLY TO HANGER

ACOUSTICAL SEALANT

DRYWALL

CEILING

PLASTER

CEILING

DRILL HOLE IN PLASTER OR

DRYWALL AND FILL WITH

ACOUSTICAL SEALANT

BEFORE INSERTING AND

TIGHTENING MOLLY BOLT

DRYWALL

PLASTER
VERIFY WEIGHT OF ITEM TO BE FASTENED WITH THE BOLTS WEIGHT RATING.

ITEMS OVER 20 POUNDS OR INTENTED TO SUPPORT STRUCTURAL IMPOSED LOADS SHALL BE FASTENED INTO SOLID BLOCKING WITH ANCHORS.

WALL SURFACE FINISH MOUNTED FOR ELEMENT
STEEL DUCT-NOMINAL 32"x32"x NO.24 GA. (OR
HEAVIER) GALVANIZED STEEL DUCT. ONE

STEEL DUCT TO BE POSITIONED WITHIN THE
FIRESTOP SYSTEM. THE ANNULAR SPACE
SHALL BE MIN 1/2" TO MAX. 1 1/2". DUCT TO BE

RIGIDLY SUPPORTED ON BOTH SIDES OF
FLOOR OR WALL ASSEMBLY.

STEEL RETAINING ANGLE - NOMINAL 2"x2"x
NO. 16 GA. (OR HEAVIER) STEEL ANGLES

ATTACHED TO ALL FOUR SIDES OF THE

STEEL DUCT ON THE TOP SURFACE OF THE
WALL. THE ANGLES SHALL BE ATTACHED
WITH NO.8 (OR LARGER) STEEL SHEET
METAL SCREWS SPACED MAX OF 1" FROM
EACH AND AND A MAX. OF 3" O.C.

FIRESTOP SYSTEM - THE FIRESTOP SYSTEM
SHALL CONSIST OF THE FOLLOWING:

PACKING MATERIALS - MIN. 3 1/2" THICKNESS
OF MIN. 4 PCF MINERAL WOOL BATT

INSULATION FIRMLY PACKED INTO OPENING AS

A PERMANENT FORM BETWEEN THE BARE

STEEL DUCT AND THE PERIPHERY OF THE
OPENING. PACKING MATERIAL TO BE

RECESSED FROM TOP SURFACE OF FLOOR OR

BOTH SURFACES OF WALL AS REQUIRED TO

ACCOMMODATE THE REQUIRED THICKNESS OF
FILL MATERIAL.

FILL, VOID OR CAVITY MATERIAL - SEALANT - MIN 1 IN. THICKNESS OF FILL MATERIAL APPLIED

WITHIN THE ANNULUS, FLUSH WITH TOP

SURFACE OF FLOOR OR WITH BOTH SURFACES
OF WALL.

HILTI CONSTRUCTION CHEMICALS CP 601S
ELASTOMERIC FIRESTOP SEALANT OR CP604
SELF LEVELING FIRESTOP SEALANT.

FLOOR OR WALL ASSEMBLY-MIN. 4 1/2" THICK
REINFORCED CONCRETE FLOOR OR MIN. 5 1/2"

THICK LIGHTWEIGHT OR NORMAL WEIGHT
CONCRETE WALL.

REFERENCE:

UL DESIGN # C-AJ-7046
3 HOUR FIRE RATING

PARTITION - PER PLAN

FLOOR FINISH- PER FINISH
SCHED.

FLOOR SYSTEM

PER STRUCTURAL
2 1/2" MTL STUD 16" O.C. W/ 5/8"

GWB TYPE 'X' ONE SIDE

VERIFY W/ PLAN
0' - 11 15/16"
ELECT. ROOM
TOILET
12"Wx4"HxL(VARIES) OR AS
RQD 24 GA GALV. STEEL DRIP
PAN
3/4" PVC DRAIN PIPE

PLUMBING LINES- PER PLUMBING

FILL ANNULAR SPACE AROUND VENT
AT FLOOR OR CEILING WITH NONCOMBUSTIBLE MATERIAL (FIRE

SAFING)

EXTERIOR CEMENT PLASTER

GAS BURNING APPLIANCE
VENT IN 1-HR WALL ASSEMBLY
NOTE:

GAS VENTS AND NON-COMBUSTIBLE

PIPING PASSING THROUGH THREE

FLOORS OR LESS

A - INTERIOR WALL

B - EXTERIOR WALL
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

PENETRATION

ASSEMBLIES
12" = 1'-0" 1 A7.54

GENERAL NOTES
3" = 1'-0" 3
2" MAX PENETRATION THRU GYP BD
3" = 1'-0" 4
2" MIN PENETRATION THRU G.B. CONST.
3" = 1'-0" 5

ELECTRICAL DUCT PENETRATION
3" = 1'-0" 6
STAG PEN. AT 2-HR PARTY WALL
3" = 1'-0" 7
ELECTRICAL BOX UP TO 16 SQ. IN.
3" = 1'-0" 8
2" MAX PENETRATION THRU CMU WALL
3" = 1'-0" 9
2" MIN PENETRATION THRU CMU WALL
3" = 1'-0" 10

PIPE PENETRATION AT DRYWALL
3" = 1'-0" 11

FIXTURE PENETRATION IN RATED WALL
3" = 1'-0" 12
FIXTURE PEN. IN RATED CMU WALL
1" = 1'-0" 13 FIRE STOPPING AT 3-HR PODIUM SLAB
6" = 1'-0" 14 SUSPENDED PIPE HANGER
3" = 1'-0" 15 NON - RATED HANGER PEN AT CLG
3" = 1'-0" 16 NON-STRUCTURAL MOLLY BOLT THRU
1" = 1'-0" 18 MECHANICAL DUCT PENETRATION
1" = 1'-0" 19 PLUMB. PENETRATION AT ELEC. RM
3" = 1'-0" 20 NON - COMBUSTIBLE PIPE AT WALL
Date Issues / Revisions:

City Council 22 – 129 12/6/2022
ALTERNATE TO SPRAY-ON FIREPROOFING:

TYPE "X" GYP. BOARD FIRE PROTECTION ON
STEEL. REFER TO 2013 CBC 721.5.2.2
SPRAY APPLIED FIRE PROTECTION @ COLUMN:

GRACE CONSTRUCTION PRODUCTS "MONOKOTE MK-6"

THERMAL BARRIER, OR EQUAL
I.C.C. REPORT ESR-1186
OR
ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM WB-3" &
"WB-5" INTUMESCENT FIRE RESISTIVE COATING, OR
EQUAL
I.C.C. REPORT ESR-1092
SPRAY APPLIED FIRE PROTECTION @ BEAM:

ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM WB-3" &
"WB-5" INTUMESCENT FIRE RESISTIVE COATING, OR
EQUAL
I.C.C. REPORT ESR-1092
NOTES:

STRUCTURAL COLUMNS PER CBC 722.5.1.1

HORIZONTAL STRUCTURAL MEMBERS WHICH SUPPORT A LOAD OF MORE THAN ONE STORY REQUIRE AN ADDITIONAL FIRE PROTECTION PER CBC 722.5.2.

SEE STRUCTURAL PLANS FOR STEEL BEAM AND COLUMN SIZES AND LOCATIONS

VERIFY ALL COATING THICKNESS REQUIREMENTS WITH COATING MANUFACTURER

SPECIAL INSPECTION IS REQUIRED FOR ALL SPRAYED APPLIED FIRE PROTECTION

FOR FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS, SEE SHEET

1. 2.

3. 4.

5. 6.

BASE LAYER 1/2" (MIN.) TYPE "X"

GYPSUM WALLBOARD APPLIED AROUND
W10X49 (MINIMUM) COLUMN AND HELD
IN PLACE WITH PAPER MASKING TAPE.

FACE LAYER EITHER NO. 24 MSG

GALVANIZED STEEL COLUMN COVER

CONSISTING OF TWO L-SHAPED

SECTIONS WITH SNAP-LOCK SHEET
STEEL JOINTS OR NO. 22 MSG

GALVANIZED STEEL COLUMN COVERS

CONSISTING OF TWO L-SHAPED

SECTIONS WITH LAP JOINTS FASTENED
WITH NO. 8x1/2" SHEET METAL SCREWS
12" O.C.

REF GA FILE NO CM 1000
FOR 1 HOUR FIRE RATING
CL
CL

PER PLAN

UNIT WALL PER PLAN
2X PLUMBING WALL WHERE OCCURS

FLOOR JOIST PER STRUCTURAL
2x NAILER PER STRUCTURAL

EXTERIOR CEMENT PLASTER OVER

EXPANDED METAL LATH OVER BUILDING

PAPER PER WP DWGS

FINISH FLOOR AT UNIT

TOP OF GYPCRETE

PLATE HEIGHT
2 LAYERS OF 5/8" TYPE "X" GYPSUM
BOARD
CL
2X BLOCKING AS REQUIRED

STEEL BEAM PER STRUCTURAL

INTUMESCENT FIRE RESISTIVE COATING ALL
AROUND BEAM INCLUDING TOP.

ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM
WB-3" & "WB-5" INTUMESCENT FIRE RESISTIVE

COATING OR EQUAL
I.C.C. REPORT ESR-1092

UNIT WALL PER PLAN
2X PLUMBING WALL WHERE OCCURS
3x NAILER PER STRUCTURAL

EXTERIOR CEMENT PLASTER OVER

EXPANDED METAL LATH OVER

BUILDING PAPER PER WP DWGS

FINISH FLOOR ATA UNIT

TOP OF GYPCRETE

PLATE HEIGHT

PER PLAN
2 1/2" METAL STUD FRAMING

CEILING HEIGHT

PER PLAN
2" X 2" X 20 GA METAL ANGLE

INTUMESCENT FIRE RESISTIVE COATING ALL
AROUND BEAM INCLUDING TOP.

ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM
WB-3" & "WB-5" INTUMESCENT FIRE RESISTIVE

COATING OR EQUAL
I.C.C. REPORT ESR-1092

STEEL BEAM PER STRUCTURAL
CL
3x WOOD NAILER PER STRUCTURAL
7/8" EXTERIOR PLASTER OVER

EXPANDED METAL LATH PER WP DOCS
1-H
O
U
R
A
S
S
E
M
BLY

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

FINISH FLOOR

PLATE HEIGHT

METAL CEILING JOISTS AT BREEZEWAY

CEILING

CENTERLINE OF STEEL FRAME PER

ENLARGED PLANS

SEE BUILDING/WALL SECTION FOR

SOFFIT AND CEILING HEIGHT
2 LAYERS OF 5/8" TYPE "X"

GYPSUM BOARD
CL
2 X BLOCKING AS REQUIRED

INTUMESCENT FIRE RESISTIVE COATING ALL
AROUND BEAM INCLUDING TOP.

ISOLATEK INTERNATIONAL "CAFCO
SPRAYFILM WB-3" & "WB-5" INTUMESCENT

FIRE RESISTIVE COATING OR EQUAL
I.C.C. REPORT ESR-1092

STEEL BEAM PER STRUCTURAL
3x WOOD NAILER PER STRUCTURAL
7/8" EXTERIOR PLASTER OVER

EXPANDED METAL LATH PER WP
DWGS
1-H
O
U
R
A
S
S
E
M
BLY

FLOOR JOISTS PER STRUCT DWGS

FINISH FLOOR

PLATE HEIGHT

METAL CEILING JOISTS AT

BREEZEWAY CEILING

CENTERLINE OF STEEL FRAME

PER ENLARGED PLANS

FOR SOFFIT AND CEILING HEIGHT

SEE BUILDING/WALL SECTION

CEILING HEIGHT
CL
2" X 2" X 20 GA. METAL ANGLE

INTUMESCENT FIRE RESISTIVE

COATING ALL AROUND BEAM
INCLUDING TOP.

ISOLATEK INTERNATIONAL "CAFCO
SPRAYFILM WB-3" & "WB-5"

INTUMESCENT FIRE RESISTIVE

COATING OR EQUAL
I.C.C. REPORT ESR-1092

STEEL BEAM PER STRUCTURAL
CENTERLINE OF COL.

TUBE STEEL COLUMN, PER

STRUCTURAL

SECTION
PLAN

FIREPROOFING ON

STEEL BEAM
MIN 1" THICK

CENTERLINE OF COLUMN

TUBE STEEL

COLUMN, SEE

STRUCTURAL

DRAWINGS

STEEL BEAM, PER

STRUCTURAL
3X NAILER PER

STRUCTURAL

PLYWOOD SHEATHING

SPRAY FIREPROOFING
ON METAL STUD.VERIFY

THICKNESS WITH
MNUFR.

KNIFE PLATE, PER

STRUCTURAL

SPRAY FIREPROOFING

FIREPROOFIN
G OVER

STEEL PLATE
& BOLTS
AS REQ,D.

SPRAY FIREPROOFING

THICKNESS WITH THE
MNUFR
MIN. 1" THICK PER

ACOUSTIC

CONSULTANT

TOP OF SHEATHING

STEEL BEAM PER

STRUCTURAL

FLOOR CEILING ASSEMBLY

JOIST HANGER

SPRAY FIREPROOFING
THICKNESS 1" MIN.
2 LAYERS OF GYP BD

ATTCHED TO RC

CHANNELS TYP

FLOOR JOISTS PER

STRUCTURAL DRAWINGS

FINISH FLOOR
2 1/2" METAL STUDS
2 LAYERS OF 5/8" TYPE "X"

GYPSUM BOARD
CL

STEEL BEAM PER STRUCTURAL

DRAWINGS

WOOD NAILER PER

STRUCTURAL DRAWINGS

WOOD BLOCKING PER

STRUCTURAL DRAWINGS

SEE ACCOUSTICAL REPORT

FOR ADDITIONAL

REQUIREMENTS
FIRE RATING: TWO HOUR
IIC:

ASSEMBLY: CBC 721.1 (1) 2-4.1

LOAD BEARING WALL

PER STRUCTURAL

HORIZONTAL STRUCTURAL MEMBERS (BEAMS)
SHALL BE INDIVIDUALLY WRAPPED W/ 5/8" TYPE
'X' GYP. BD. WHEN THE MEMBER SUPPORTS

DIRECTLY APPLIED LOADS FROM A FLOOR AND
ROOF OR MORE THAN TWO FLOORS PER 2013
CBC 704.3

FIRE RATED ACOUSTICAL

SEALANT
NOTE:

SEE ALL STRUCTURAL SHEETS FOR

BEAM SIZE AND LOCATIONS

FINISH FLOOR
5/8" TYPE 'X' GYPSUM WALL BOARD

WOOD BEAM PER STRUCTURAL DRAWINGS

EXPOSED BEAM

FLOOR CEILING ASSEMBLY

JOIST HANGER

SPRAY FIRE PROOFING OVER THE BEAM
BEYOND SHOWN DASHED. THICKNESS
MIN 1" TYPICAL

BOTTOM OF THE BEAM

SHOWN DASHED
2 LAYERS OF GYP BD

ATTACHED TO RC

CHANNEL TYPICAL

TOP OF SHEATHING

STEEL BEAM PER

STRUCTURAL
3X NAILER, SEE

STRUCTURAL

DRAWINGS

FLOOR CEILING ASSEMBLY

JOIST HANGER

SPRAY FIREPROOFING

SHEET METAL ANGLE TO

SUPPORT GYP BD
SPRAY FIREPROOFING.

THICKNESS 1" MIN
SPRAY FIREPROOFING.

THICKNESS 1" MIN
2 LAYERS OF GYP BD

ATTCHED TO RC

CHANNELS TYP

AT SHEAR WALLS
A

TUBE STEEL COLUMN, PER

STRUCTURAL
2 LAYERS OF 1/2" TYPE "X" GYP
BOARD ADHESIVELY* SECURED TO

COLUMN FLANGES AND SUCCESSIVE
LAYERS. WALLBOARD APPLIED
WITHOUT VERTICAL JOINTS. CORNER

EDGES OF EACH LAYER
STAGGERED. FOR 1-HOUR FIRE

PROTECTION OF TUBE STEEL PER
CBC TABLE 720.1
REFERENCE C.B.C
TABLE 721.1 (1) ITEM NUMBER 1-7.1

AT NON-SHEAR WALLS
B

WALL PER PLAN

TUBE STEEL COLUMN, PER

STRUCTURAL
2 LAYERS OF 1/2" TYPE "X" GYP
BOARD ADHESIVELY* SECURED TO

COLUMN FLANGES AND SUCCESSIVE
LAYERS. WALLBOARD APPLIED
WITHOUT VERTICAL JOINTS. CORNER

EDGES OF EACH LAYER
STAGGERED. FOR 1-HOUR FIRE

PROTECTION OF TUBE STEEL PER
CBC TABLE 720.1
2X NAILER ATTACHED TO TUBE

STEEL WITH THREADED NELSON
STUD

WALL PER PLAN

ALTERNATE DETAIL AT

EXTERIOR SHEAR WALL
ONLY
C

TUBE STEEL COLUMN, PER

STRUCTURAL

INTUMESCENT COATING
PER UL Y616 (1HR CONDITION)
2X NAILER ATTACHED TO TUBE

STEEL WITH THREADED NELSON
STUD

WALL PER PLAN
2HR DETAIL AT CORNER

CONDITION ONLY
D

TUBE STEEL COLUMN, PER

STRUCTURAL

INTUMESCENT COATING
PER UL Y616 (2HR CONDITION)

EXTERIOR CEMENT

PLASTER
*AN APPROVED ADHESIVE QUALIFED
UNDER ASTM EL 19 OR UL 263.
*AN APPROVED ADHESIVE QUALIFED
UNDER ASTM EL 19 OR UL 263.

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt FIRE

PROOFING

DETAILS
12" = 1'-0" 1 A7.55
SPRAY APPLIED FIRE PROTECTION @
STEEL
1 1/2" = 1'-0" 2
1-HR GYPSUM BOARD COLUMN

PROTECTION
1 1/2" = 1'-0" 5
1-HOUR DROPPED BEAM PROTECTION
1 1/2" = 1'-0" 6
1-HR BEAM PROTECTION
1 1/2" = 1'-0" 7
1-HR DROPPED BEAM WITH SOFFIT
1 1/2" = 1'-0" 8
1-HR BEAM PROTECTION WITH SOFFIT
1 : 5 9

STEEL COLUMN & BEAM PROTECTION
1 : 5 11
BEAM W/O NAILER @ FLOORING/CLG ASSY
1 1/2" = 1'-0" 12
2-HR DROPPED BEAM
1 1/2" = 1'-0" 13 *1-HR PROTECTION AT BEAM
1 1/2" = 1'-0" 14 1-HR PROTECTION AT WOOD BEAM
3" = 1'-0" 3

STEEL BEAM INTERFACE WITH FLOOR/CLG
1 : 5 4

BEAM INTERFACE WITH FLOOR/CLG ASSY
3" = 1'-0" 17 1-HR COLUMN PROTECTION AT WALL
Date Issues / Revisions:

City Council 22 – 130 12/6/2022
PLYWOOD LAYER OVER WOOD-FRAMED ROOF STRUCTURE - SLOPE TO DRAIN 1/2" PER FOOT PLAN
T.O. ROOF
2 SHEATHING
".
3". 3".
1 1/2".
2".
1'-2". 1'-8". 1'-2".
3". 4'-0". 3".
3". 2'-0". 3".

ROOF DRAIN ASSEMBLY

PROVIDE ROOFING
PLYWOOD PER STRUCT.

OVERFLOW ROOF DRAIN ASSEMBLY

WOOD BLOCKING AS NECESSARY FOR ADEQUATE STRUCTURAL

SUPPORT

BUILT-UP ROOFING

PAN FLASHING - SECURE

OUTSIDE SUMP

W/ FLUSH HEAD SCREWS
SEE STRUCT. DWGS FOR

PLYWOOD INFO
NOTE: SEE PLUMBING

DRAWINGS

FOR ADDITIONAL

INFORMATION

PAN FLASHING - SECURE OUTSIDE SUMP W/

FLUSH HEAD SCREWS

DRAIN BODY FABRIC FLASHING PER WP

DOCUMENTS - COVER W/ PROTECTION COAT

MATERIALS

DRAIN RECEIVER
- SECURE @ 4" O.C. W/ FLUSH HEAD
SCREWS

BUILT-UP ROOFING
NOTES:

1. STEEL CLAMPING RINGS MUST BE USED ON ALL ROOF AND OVERFLOW DRAINS.

2. IF THE DRAIN SUMP IS RECESSED BELOW THE DECK MORE THAN FOUR INCHES,

PLYWOOD OR WOOD CANT STRIP SHALL BE INSTALLED TO MEET FLUSH WITH THE TOP OF THE SUMP.

THE PLYWOOD CANT SHALL BE INSTALLED AT A 45 DEGREE ANGLE, WITH THE TOP AND BOTTOM EDGES MITERED TO FIT FLUSH WITH THE SUBSTRATE.

3. AFTER COMPLETE INSTALLATION OF THE ROOF SYSTEM, CONTRACTOR SHALL

INSPECT AND

TEST ALL ROOF DRAINS TO ASSURE THAT NO CLOGGING OF THE DRAINAGE SYSTEM IS PRESENT. THE ROOF DRAIN LEADER SHOULD BE IN SUCH CONDITION THAT THE FULL DIAMETER OF THE DRAIN LEADER IS CLEAR.

HEAT VENT PIPE
8" .

ELASTOMERIC SEALANT
24 GA. G.I. PIPE FLASHING - SET

FLANGE INTO A FULL BED OF ROOF
CEMENT OVER SPECIFIED FELTS.

NAILS AT 4" O.C., STAGGERED

ROOF CEMENT WITH ALUMINUM COATING

FLASHING ASSEMBLY
BUILT-UP ROOFING ASSEMBLY - REFER TO W.P. PLANS FROM

INFOMATION

SUBSTRATE

STAINLESS STEEL SCREW CLAMP
24 GA. G.I. UMBRELLA HOOD
NOTES:

1. SURFACES TO RECEIVE SEAL TAPE SHALL BE THOROUGHLY CLEAN AND DRY

2. ALL SEAMS ARE TO BE LEAD SOLDERED

3. USE 3/8" HEAD NAILS, SPACED AT 4" O.C. AND STAGGERED FOR SECUREMENT OF METAL FLANGE TO PLYWOOD DECK.
4" .

FRONT VIEW - NTS
MIN. CLEAR
2' - 0"

ALL SEAMS SHALL HAVE
A

CONTINUOUS WELD ISOMETRIC VIEW - NTS AT FLANGE

LAP UPPER AND LOWER
HALVES

WITH TOP HALF ON

OUTSIDE
24 GA. GALV SHEET METAL

MULTIPLE PIPE ENCLOSURE
- SET FLANGE IN ROOF
CEMENT

OVER INTERPLY FELTS AND

FASTEN TO DECK USING
3/8" HEAD NAILS
STAGGERED AT 3" O.C.

SHEET METAL
SCREWS - MINIMUM 2

PER SIDE

ROOF CEMENT WITH

ALUMINUM COATING

SPECIFIED FLASHING

ASSEMBLY

ROOFING MEMBRANE

SUBSTRATE

HIGH-LOW COMBUSTION

VENTS FROM MULTIPLE LEVELS
B-VENT
MIN.
0' - 8"
0' - 6"0' - 4 3/256"

BALLOON FRAME PARAPET WALLS
AT PERMETER PER STRUCT. DWGS.

SLOPE
GALV. SHEET METAL PARAPET CAP

ROOF FRAMING PER

STRUCTURAL
6" STRIP OF MOISTSTOP PAPER LAP

SHINGLE STYLE WITH BUILDING PAPER

EACH SIDE OF PAPAPET

EXTERIOR PLASTER OVER BUILDING

PAPER AND METAL LATH OR OTHER
EXT. FINISH PER ELEVATIONS
T.O.P.

EXTERIOR CEMENT PLASTER
OVER PAPER BACKED METAL LATH.

LAP BLDG. PAPER O/ PLASTER
SCREED

PARAPET FRAMING PER

STRUCTURAL
SLOPE

CONTINUE ROOFING TO TERMINATE

UNDER PARAPET COPING
5/8" TYPE "X" GYSPSUM SHEATHING
FASTENER PER MFGR.

NOTE:

WHERE PARAPET HEIGHT EXCEEDS
MFGR'S. SPECIFICATIONS,
TRANSITION TO EXT. CEMENT
PLASTER W/ VERT. CONTROL JOINTS
@ 12'-0" O.C.

HOT AIR WELED
2% SLOPE
6 1/8"
24 GA. G.I. COPING. LAP JOINTS 6" AND SEAL
SPLICE PER WP DOCS. PAINT TO MATCH

ADJACENT FINISH
40 MIL HIGH TEMP SELF-ADHERED

MEMBRANE
3 COAT EXT. CEMENT PLASTER & LATH O/
WRB

BUILT-UP ROOFING

EMBED FASTENER IN SEALANT BED ABOVE

AND BENEATH COPING
NOTE:

WHERE PARAPET HEIGHT EXCEEDS MFGR'S.

SPECIFICATIONS, TRANSITION TO EXT.

CEMENT PLASTER W/ VERT. CONTROL
JOINTS @ 12'-0" O.C.
0' - 2"
2-PIECE "SPRING-LOK" TYPE

PLASTER REGLET
3-COAT EXT. CEMENT PLASTER AND
LATH O/ 2 LAYERS TYPE "D" BLDG.

PAPER - LAP PAPER O/ SCREED

DRIP SCREED

PLYWOOD SHEATHING PER

STRUCTURAL

WALL FRAMING & SUBSTRATE PER
PLANS. (WOOD SHEATHING SHOWN) 0' - 8" MIN.

NOTE: WHERE PARAPET HEIGHT
EXCEEDS MFGR'S. SPECIFICATIONS,
TRANSITION TO EXT. CEMENT
PLASTER W/ VERT. CONTROL
JOINTS @ 12'-0" O.C.

BUILT-UP ROOFING

CONDENSER UNIT PER

MECHANICAL DWGS

ROOFING ASSEMBLY PER WP
DRAWINGS. SEAL PENETRATIONS

TRIPLE TWO-BY BLOCKING BENEATH

MOUNTING SLEEPERS, RIP TO
SLOPE,TYP.
22 GA. GALV METAL FLASHING CAP

EQUIPMENT MOUNTING FRAME
& ISOLATORS PER MECH.
1/2" EXT. GRADE PLYWOOD
DIRECTLY BENEATH MECH. PAD
1/2" PLYWOOD
2" SQ. GALV. UNI-STRUT MOUNTING
RAIL
2"
2X4 FRAMING
12' MIN.
4" MIN.
8" MIN.

DAVIT, INSTALLED BY OTHERS

COMPATIBLE SEALANT WITH BOND
BREAKER IN "V" CONTINUOUS

ALONG PERIMETER, SLOPE FILLET

TO DRAIN
SINGLE PLY SKIRT, FULLY WELDED;
FULLY EMBEDDED IN SEALANT;

FASTEN WITH STAINLESS STEEL

HOSE CLAMP AND STAINLESS

STEEL FASTENER

TAPERED EDGE STRIP

SINGLE PLY

ROOFING SYSTEM

SHEATHING AND

FRAMING PER PLAN

STAINLESS STEEL

CLAMP AND

FASTENER

SEALANT TAPE

FASTEN PER

MANUFACTURER

PRE- MANUFACTURED

FLASHING BOOT

CONTINUOUS

HEAT WELD

SEAL PER

MANUFACTURER

ADJUSTABLE

PEDESTAL

TOP OF FINISH

FLOOR AT UNITS
UNIT

ROOF TOP

TERRACE

ROOF DECK PAVERS - SIZE AND TYPE PER

LANDSCAPE DRAWINGS
SLOPE

TO DRAIN

WATERPROOFING PER

BUILDING ENVELOPE

DRAWINGS

ROOF DRAIN
A
S
S
E
M
BLY
1H
R
R
A
T
E
D
R
O
O
F
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt ROOF

DETAILS,

DRAINS,

SCUPPERS
3/4" = 1'-0" 1 A7.91

ROOF DRAIN
3" = 1'-0" 4

VENT AT ROOF
1" = 1'-0" 5

MULTIPLE PIPE PENETRATIONS
1 1/2" = 1'-0" 7

PARAPET W/COPING
3" = 1'-0" 8

PARAPET / WALL BASE
3" = 1'-0" 10
PARAPET COPING, TYP.
3" = 1'-0" 11
ROOFING TERMINATION @
PLASTER1
1 1/2" = 1'-0" 17

MECHANICAL EQUIPMENT PLATFORM
3" = 1'-0" 18 FALL PROTECTION ANCHOR1 1/2" = 1'-0" 19

DRAIN AT ROOF PAVERS
Date Issues / Revisions:

City Council 22 – 131 12/6/2022

1. WATERPROOFING SHOWN IS FOR REFERENCE ONLY

2. PROVIDE DOOR FLASHING AND WATERPROOFING PER W.P. DOCUMENTS.

3. PROVIDE PODIUM WATERPROOFING PER W.P. DOCUMENTS.

4. PROVIDED BELOW GRADE WATERPROOFING PER W.P. DOCUMENTS.

5. PROVIDE WATERPROOFING PRODUCTS AS SPECIFIED PER WATERPROOFING DOCUMENTS.

6. DOOR SILL SHALL HAVE A 1% SLIOPE TO THE EXTERIOR, TYPICAL.

MARBLE THRESHOLD REFER

TO HARDWARE SCHEDULE
A

REDUCER STRIP

CERAMIC TILE
FLOORING PER FINISH SCHED.

CERAMIC TILE AS OCCURS
VINYL
CARPET
CARPET

ALUMINUM THRESHOLD REFER

TO HARDWARE SCHEDULE

ALUMINUM THRESHOLD REFER

TO HARDWARE SCHEDULE
SET IN MASTIC AT EXT.
1/4" MAX. VERTICAL, TYP.

MAX. BEVEL 2:1, TYP.
1/2" M
AX. 1/2" M
AX
B .

C
D
E
VINYL
F
VINYL
G
3/4" ALUMINUM ANGLE SET IN

SILICONE SEALANT, PREDRILL
HOLES AT 8" O.C., FILL WITH

SEALANT AND ATTACH WITH
NO.8 X2" STAINLESS STEEL
SCREWS
CARPET

SHAPED WD BLOCKING
1/4' M
A
X 1/4' M
A
X
2 1
2 1
1/2" M
AX
2 1
PER MANUF. PER MANUF.

P
E
R
M
A
N
U
F.

GUIDE RAIL BY

MANUFACTURER MOUNTED

TO FACE OF WALL
3 HR RATED COILING
DOOR
NOTE:

VERIFY DIMENSIONS WITH MANUFACTURER

SEE FOR HEAD DETAIL
R.O. PER PLAN
EQ 2" EQ
PER. MFGR

LINE OF WALL
WHERE
OCCURS

POURED-IN-PLACE

CONCRETE WALL

SEALANT AND FOAM
BACKER ROD, TYP.

T-STRAP WALL ANCHOR
WELDED TO FRAME @ 24"
MAX. O.C. AND 8" MAX. FROM
TOP & BOTTOM. PROVIDE 4
PER JAMB MIN.

SOLID GROUT FRAME IN PLACE.
1 3/4"

CONCRETE OPENINGDOOR OPENING

SEE PLANS

CONCRETE WALL TO
HAVE 3/4" CHAMPHER
ON ALL EDGES, TYP.

HOLLOW METAL FRAME,
SEE DOOR SCHEDULE.
2 COAT EXTERIOR

CEMENT PLASTER
WHERE OCCURS @

EXTERIOR
G.I. DRIP FLASHING AT
HEAD, "J" MOLD AT JAMB
C.M.U. WALL

SEALANT AND BACKER
ROD

GYPSUM BOARD AT

FURRED WALL CONDITION

WITH SEALENT AND FOAM

BACKER AT FRAME
1 3/4"
1/4"

PER MFTR
1/4" EQ 2" EQ

MASONRY

OPENING
DOOR

OPENING

SEE PLANS

INSULATION PER SCHEDULE

AT EXTERIOR WALLS

EXTERIOR CEMENT PLASTER SYSTEM

OVER WEATHER-RESISTIVE BARRIER

WHERE OCCURS PER PLANS

PERPENDICULAR WALL AT JAMB WITH
(2) LAYER 5/8" EXTERIOR GYPSUM
SHEATHING. SEE PLAN FOR LOCATIONS

SELF ADHERING FLASHING WHERE SHOWN

TRIM WHERE SHOWN PER ELEVATIONS

METAL HEAD FLASHING - PAINT TO MATCH
FRAME. PROVIDE CONT. 1/2" CONT. SEALANT &
BACKER ROD @ EXT. JAMB CONDITION.

HOLLOW METAL DOOR AND FRAME,

PAINT PER SPECIFICATIONS,

FIRE RATING PER SCHEDULE

ALTERNATE DOOR LOCATION - SEE PLAN
NOTES:

SEE AX.XX FOR DISABLED ACCESS DOOR
CLEARANCE REQUIREMENTS.

SEE WP DOCUMNETS FOR ADDITIONAL WP
REQUIREMENTS.

SEALANT - TYPICAL
(2) LAYER 5/8" TYPE "X" GYP. BD.

EXTERIOR GYPSUM SHEATHING

AT PLASTER
S
E
E
PLA
N

BOTTOM BAR AND SAFETY

EDGE BY MANUFACTURER
M
A
N
U
F.

P
E
R
P
E
R
M
A
N
U
F.

PER MANUF. WALL PER PLAN

MOTOR AND EQUIPMENT

BY MANUFACTURER - FACE

MOUNTED TO WALL
HOOD
NOTE:

VERIFY DIMENSIONS WITH MANUFACTURER SEE

FOR JAMB DETAIL
R.O. PER SECTION
1 3/4" A
T JA
M
B
S
3" MIN.
1/2" 1/2"
2"
1 15/16"
(MIN.) VARIES
2" 1 15/16"
VARIES

PERPENDICULAR WALL WHERE

OCCURS AT JAMB CONDITIONS

EXTERIOR CEMENT PLASTER

AS OCCURS PER PLANS
5/8" TYPE "X" GYPSUM BOARD

EACH SIDE OF METAL STUDS
2 - LAYERS GYP BD EACH SIDE
AT 2-HOUR FIRE RATED WALL

DOOR - SEE SCHEDULE

INSULATION WHERE OCCURS
(2) 3 5/8" STRUCTURAL STUDS

AT JAMB/HEAD

LINE OF WALL WHERE STUD
SIZE IS GREATER THAN 3 5/8"

OR DBL STUDS - VERIFY

LOCATIONS OF OFFSET WITH
PLANS

HOLLOW METAL FRAME WITH
MINIMUM 3 ANCHORS PER
JAMB, 2 ANCHORS PER HEAD

WALL TYPE PER PLAN
1/4"
2 COAT CEMENT

PLASTER

ALUMINUM PLASTER 'J' MOLD

CAULKING
1 3/4" X 4 1/2" ALUMINUM

STOREFRONT SYSTEM

ALUMUNUM DOOR
JAMB PER SCHED.

SHIM AS REQUIRED
9 1/8" F.O.M.

F.O. FINISH
F.O. FRAME
2 1/2" 20 GAUGE METAL STUDS

DRYWALL
"L"
METAL

CAULKING WITH

FOAM BACKER ROD

INSULATION PER SCHEDULE

AT EXTERIOR WALLS

EXTERIOR CEMENT PLASTER SYSTEM

OVER WEATHER-RESISTIVE BARRIER
5/8" TYPE "X" GYPSUM BOARD
USG 5/8" TYPE "X" HUMITEK GYPSUM BOARD
W/DRYWALL "SETTING COMPUND" WHERE
OCCURS. REFER TO CORRIDOR PLANS.

SELF ADHERING FLASHING

TRIM WHERE SHOWN PER ELEVATIONS

METAL HEAD FLASHING - PAINT TO MATCH
FRAME. PROVIDE 1/2" CONT. SEALANT &
BACKER ROD @ EXT. JAMB CONDITION

HOLLOW METAL DOOR AND FRAME - PAINT
PER SPECS. SEE BLDG. PLAN FOR FIRE
RATING

ALTERNATE DOOR LOCATION - SEE PLAN
NOTES:

SEE A-40.1 FOR DISABLED ACCESS DOOR CLEARANCE
REQUIREMENTS. SEE WP DOCUMNETS FOR
ADDITIONAL WP REQUIREMENTS.

CASING EACH SIDE

WOOD FRAME AT HEAD AND
JAMBS
BI-PASS DOOR PER SCHED.

WITH PAINTED ALUM. TRACK AT
HEAD

SHIM SPACE

WALL TYPE VARIES

PER PLAN
NOTES:

SEE A-40.1 FOR DISABLED

ACCESS DOOR CLEARANCE
REQUIREMENTS.

ROUGH OPENING
HEIGHT

SEE PLAN

LINE OF WOOD
CASING BEYOND NANA WALL SL 60 DOOR
SYSTEM
SLOPE

CONCRETE PAVERS

PODIUM WP PER WP
DOCS.

F.F.
0' - 6"

HEAD FLASHING
0' - 1"
0' - 2 1/4"
0' - 0 1/4"
0' - 0 1/4"
NANA WALL SL 60 DOOR SYSTEM

HEAD FLASHING

SHAPED FILLER
3-COAT EXT PLASTER

O/ WRB PER WP DOCS

CEILING
WHERE
OCCUR
S
0' - 3 1/2" 0' - 0 3/4"
0' - 1"
1x STAIN
GRADE
WOOD
CASING

PLASTER SCREED O/ SELF- AHDERED WP MEMBRANE
1/2" EXT GYP.

SHEATHING

BEAM PER

STRUCTURAL

WOOD FRAMING PER PLANS
CL
1x STAIN

GRADE WOOD
CASING
EXT. CEMENT PLASTER

SYSTEM O/ SHEATHING
PER STRUC.

NANA WALL SL 60 DOOR
SYSTEM
0' - 0 3/4" 0' - 4"
0' - 0 3/4"
STEEL

PLASTER SCREED O/ SELF- ADHERED WP MEMBRANE
0' - 8"
NOTE: SEE WRITTEN SPECIFICATIONS FOR

SPECIFIC INSTALLATION PROCEDURES

DOOR CASING BEYOND

DOOR PER PLANS - PRIME TOP AND

BOTTOM RAILS

FRAME BEYOND, CUT SLOT FOR PLAN

AND CAULK

ALUMINUM DOOR DRIP WITH

WEATHERSTRIP

ALUMINUM DOOR THRESHOLD

FASTENED WITH SCREWS AND SET IN

TWO CONTINUOUS BEDS OF URETHANE

SEALANT

CEMENTITIOUS DECK COATING
2% SLOPE
1/4" M
AX
SILL PAN; SET IN FULL BED OF SEALANT

UNDER THRESHOLD
1/2" A
T
C
O
M
M
O
N
3/4" M
A
X
A
T
U
NIT
S
2 1
SILL PAN; SET IN FULL BED OF SEALANT

UNDER THRESHOLD
SELF-ADHERED MEMBRANE 2
1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt DOOR

DETAILS
12" = 1'-0" 1 A8.11

NOTES - DOOR FLASHING
3" = 1'-0" 2

INTERIOR THRESHOLD
3" = 1'-0" 4

COILING DOOR JAMB
3" = 1'-0" 5
DOOR FRAME, HEAD/JAMB,H.M. @ CONC
3" = 1'-0" 6
DOOR FRAME. HEAD/JAMB, H.M. @ CMU
3" = 1'-0" 7
HOLLOW-METAL DR HEAD@STAIR(2-HR)
1 1/2" = 1'-0" 8

COILING DOOR HEAD
3" = 1'-0" 9
DOOR FRAME,HEAD/JAMB,H.M.@MTL FRMG
3" = 1'-0" 10
DOOR FRAME, JAMB, STOREFRONT @ CMU
3" = 1'-0" 11

HOLLOW-METAL DOOR HEAD (JAMB SIM)
3" = 1'-0" 12

BIPASS DOOR HEAD
3" = 1'-0" 13 FOLDING DOOR THRESHOLD
3" = 1'-0" 14 FOLDING DOOR - HEAD
3" = 1'-0" 15 FOLDING DOOR JAMB - OPENING SIDE
6" = 1'-0" 16 PATIO FRENCH DOOR SILL
6" = 1'-0" 17 PATIO FRENCH DR SILL @ PODIUM LEVEL
Date Issues / Revisions:

City Council 22 – 132 12/6/2022
Planning and Building Agency
santa-ana.org/planning-and-building
Item # 23
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
December 6, 2022
TOPIC: First One-Year Extension for Site Plan Review No. 2020-03 and Variance No. 2020-06 for the 4th and Mortimer Mixed-Use Development Project Entitled at 409 and 509 East Fourth Street
AGENDA TITLE:

First One-year Extension of Site Plan Review No. 2020-03 and Variance No. 2020-06 for the 4th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street

RECOMMENDED ACTION
Adopt a resolution approving a one-year extension of Site Plan Review No. 2020-03 and Variance No. 2020-06 to December 15, 2023.

DISCUSSION
On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020-06, to allow an increase in the allowable building size and massing, to facilitate the construction of a new mixed-use residential and commercial development project located at 409 and 509 East Fourth Street. On October 22, 2020, an appeal (Appeal No. 2020-02) to the project was filed by Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER). On December 1, 2020, the City Council denied Appeal No. 2020-02, upholding the determination of the Planning Commission to approve the subject entitlements.

Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements such as variances automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval. This section also allows the property owner to request an extension of the entitlement up to a period of three years from the date of the expiration.

The subject entitlements were in effect until December 31, 2021; however, due to difficulties stemming from the COVID-19 global pandemic, which affected the development industry worldwide, the applicant experienced delays in moving the project forward and constructing the new mixed-use development. During this time, a state of local emergency stemming from the COVID-19 pandemic was declared, which provided City Council 23 – 1 12/6/2022
Extension for Site Plan Review 2020-03 and Variance No. 2020-06 December 6, 2022

Page 2 ends

relief to residential developers by extending approvals of residential entitlements to December 31, 2022.

The applicant submitted construction drawings for plan check on August 1, 2022. The applicant submitted a subsequent submittal on September 19, 2022. Permits have not yet been issued; as a result, the applicant is requesting a one-year extension of the variances to ensure the entitlements remain valid by the time permits are ready for issuance. Since the applicant is currently working with staff to complete the plan check process, the Planning Division recommends that the entitlements for the development be extended for a period of one year to December 15, 2023.

ENVIRONMENTAL IMPACT
In accordance with the California Environmental Quality Act, the approval of the time extension is exempt form CEQA per Section 15061 (b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Resolution Extending SPR No. 2020-03 and VAR No. 2020-06 for One Year

2. Resolution No. 2020-093

3. Full project plans
Submitted By: Minh Thai, Executive Director of the planning and Building Agency Approved By: Kristine Ridge, City Manager
City Council 23 – 2 12/6/2022
Resolution No. 2022-XXX

Page 1 of 3 ends

RESOLUTION NO. 2022-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA APPROVING A ONE-YEAR EXTENSION OF
SITE PLAN REVIEW 2020-03 AND VARIANCE NO. 2020-
06 FOR THE 4

TH AND MORTIMER MIXED-USE
DEVELOPMENT TO BE LOCATED AT 409 AND 509 EAST

FOURTH STREET

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS:

Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows:

A. On October 12, 2020, the Planning Commission unanimously approved Site Plan Review No. 2020-03, for a development project over four stories in height, and Variance No. 2020-06, to allow an increase in the allowable building size and massing, for a new mixed-use development located at 409 and 509 East Fourth Street.

B. On October 22, 2020, an appeal (Appeal No. 2020-02) to the project was filed by Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER).

C. On December 1, 2020, the City Council denied Appeal No. 2020-02, upholding the determination of the Planning Commission to approve the subject entitlements.

D. Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval.

E. As a result of the global Covid-19 pandemic, the California Legislature approved AB 1561, which extended entitlements that were effective prior to March 4, 2020, and that were set to expire before December 31, 2021.

Due to the various dates of approval and expiration on December 15, 2020 and December 15, 2022, respectively, AB 1561 does not apply to the subject entitlement. Therefore, the applicant is requesting an extension by the City Council pursuant to Section 41-647 of the SAMC.

F. Due to difficulties stemming from the COVID-19 global pandemic, which affected the development industry worldwide, the applicant has experienced a number of uncertainties during the last two years that impact viability. These include construction and material cost increases, City Council 23 – 3 12/6/2022
Resolution No. 2022-XXX

Page 2 of 3 ends

uncertainty in labor availability, supply chain disruptions, and financial challenges arising out of an inflationary/high interest rate environment. All of these challenges have created delays in moving the project forward and constructing the new mixed-use development.

G. The applicant intends to complete the plan check process and obtain all necessary building permits for the project. The construction plans for the project have been submitted for plan check as of August 1, 2022. The applicant submitted a subsequent plan check submittal on September 19, 2022. The applicant expects to obtain permits and start construction in early 2023.

H. Pursuant to City of Santa Ana Municipal Code Section 41-647, where construction does not commence, these types of entitlements expire after two (2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted.

I. It is the Planning Division’s policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects.

J. The applicant filed a request for the extension on October 24, 2022. The extension request came before the City Council on December 6, 2022.

K. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

Section 2. Site Plan Review No. 2020-03 and Variance No. 2020-06 are each hereby extended for a period of one (1) year until December 15, 2023. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated December 6, 2022, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference.

Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution.

ADOPTED this ___ day of _____________, 2022.

City Council 23 – 4 12/6/2022
Resolution No. 2022-XXX

Page 3 of 3 ends

_______________________
Vicente Sarmiento
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho
City Attorney
By:________________________
John M. Funk
Chief Assistant City Attorney
AYES: Councilmembers ___________________________________ NOES: Councilmembers ___________________________________ ABSTAIN: Councilmembers ___________________________________ NOT PRESENT: Councilmembers ___________________________________

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022- ______ to be the original resolution adopted by the City Council of the City of Santa Ana on _______________, 2022.

Date: ____________ ________________________________
Clerk of the Council
City of Santa Ana
City Council 23 – 5 12/6/2022
LS 12. 1. 20
RESOLUTION NO. 2020-093

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SANTA ANA DENYING APPEAL APPLICATION NO. 2020-
02 AND UPHOLDING THE DETERMINATION OF THE

PLANNING COMMISSION TO APPROVE AN ADDENDUM

TO THE ENVIRONMENTAL IMPACT REPORT FOR THE
TRANSIT ZONING CODE PROJECT ( SCH NO.
2006071100) AND ADOPTION OF A MITIGATION

MONITORING AND REPORTING PROGRAM FOR SITE
PLAN REVIEW NO. 2020-03 AND VARIANCE NO. 2020-06

FOR A NEW MIXED -USE RESIDENTIAL AND

COMMERCIAL DEVELOPMENT FOR THE PROPERTIES
LOCATED AT 409 EAST FOURTH STREET ( SITE A) AND
509 EAST FOURTH STREET (SITE B)

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS:

Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows:

A. On October 12, 2020, the Planning Commission of the City of Santa Ana held a duly noticed public hearing to consider various entitlements including Site Plan Review No. 2020-03, Variance No. 2020- 06, and Amendment Application 2020-04 to allow the construction of a new mixed -use residential and commercial development consisting of 169 residential rental units and 11, 361 square feet of commercial space at 409 and 509 East Fourth Street.

After receiving public testimony on the item, the Planning Commission voted unanimously ( 7:0) to adopt a resolution approving an Addendum to the Environmental Impact Report ( EIR) for the Transit Zoning Code Project, mitigation monitoring and reporting program, Site Plan Review No. 2020-03 as conditioned, and Variance No. 2020-06 as conditioned. In addition, the Planning Commission recommended that the City Council adopt a resolution approving an Addendum to the Environmental Impact Report for the Transit Zoning Code Project, mitigation monitoring and reporting program, and an ordinance approving Amendment Application No. 2020- 04 for Specific Development No. 84 (SD84).

B. On October 22, 2020, Michael Lozeau with Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER) hereinafter referred to as " Appellant", submitted an appeal application pursuant to Section 41- 645 of the Santa Ana Municipal Code ( SAMC) requesting that the City Council reconsider the Planning Commission' s decision based on the following reasons:

Resolution No. 2020-093

Page 1 of 7 ends

I. California Environmental Quality Act ( CEQA) compliance.

Specifically, the Appellant states that the "City failed to comply with the CEQA by failing to prepare a project -specific EIR for the project';
II. The Appellant states that, " The City failed to comply with the Housing Opportunity Ordinance ( HOO) by failing to require the developer to include affordable housing units in the project; and III. The Appellant states that, `The Planning Commission abused its discretion by failing to read or consider comments submitted by SAFER."
C. Pursuant to SAMC Section 41- 645 ( a), appeals can only be made on a decision or requirement made by the Planning Commission. Of the above - mentioned appeal reasons, the only action taken by the Planning Commission was the action to adopt a resolution approving the addendum to the EIR for the TZC. The subsequent appeal items do not satisfy the requirements of SAMC Section 41- 645 ( a) and should not be considered as part of the appeal:

I. No decision or action was taken by the Planning Commission regarding the HOO requirements because the HOO did not apply to the project; and
II. Consideration of a public comment letter received does not constitute " a decision or requirement made by the Planning Commission".

Nonetheless, a comprehensive response and findings are provided below on all appeal items received.

D. On December 1, 2020, the City Council conducted a duly noticed public hearing on Appeal Application No. 2020-02 and found that:

The City complied with the California Environmental Quality Act (CEQA) requirements by preparing an addendum to the previously certified 2010 Transit Zoning Code Environmental Impact report ( EIR). CEQA does permit the use of an addendum when the original EIR being relied upon was a Program EIR. Public Resources Code Section 21166 and State CEQA Guidelines Section 15162 clearly establish when an agency must prepare a Supplemental or Subsequent EIR, and when an agency is permitted instead to prepare an Addendum. If an agency determines that one of the conditions described in Public Resources Code section 21166 or State CEQA Guidelines section 15162 is present, the agency must prepare either a Subsequent EIR or a Supplemental EIR. When none of those conditions are present, but it is necessary to make changes to a previous EIR, the agency may prepare an addendum. This process applies regardless of whether the original EIR is a Program or Resolution No. 2020-093

Page 2 of 7 ends

City Council 23 – 7 12/6/2022
Project EIR. Nothing in State CEQA Guidelines section 15152 describing the process for utilizing a Supplemental or Subsequent EIR or negative declaration) prohibits use of an addendum where none of the conditions of Public Resources Code section 21166 or State CEQA Guidelines section 15162 are present. Nothing in State CEQA Guidelines sections 15162 or 15164 prohibit use of an addendum where the original EIR is a Program, and not a Project, EIR.

As established in these sections of the Public Resources Code and the State CEQA Guidelines, one of the circumstances described in Public Resources Code section 21166 or State CEQA Guidelines section 15162 must be present before either a Subsequent or Supplemental EIR is required. Here, none of those conditions are present. These conditions are:

Substantial changes are proposed which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; ii, Substantial changes occur with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR due to the involvement of new significant effects or a substantial increase in the severity of previously identified significant effects; or
iii. New information has come to light showing new impacts, substantially more severe impacts, that mitigation measures or alternatives previously found to be infeasible would actually be feasible, or that mitigation measures or alternatives previously not identified would reduce impacts.

This is also consistent with CEQA Guidelines section 15152(f), which the Appellant incorrectly claims prohibits use of addenda when the original EIR is a Program EIR. Section 15152(f) states, " A later EIR shall be required when the initial study or other analysis finds that the later project may cause significant effects on the environment that were not adequately addressed in the prior EIR." For the subject project, the other analysis" ( including technical studies and the text of the Addendum) found that no additional significant effects would occur beyond those already addressed in the 2010 EIR. An addendum is therefore the appropriate CEQA document.

That the City has complied with the Housing Opportunity Ordinance HOO) requirements. The HOO does not apply to the project because the project does not exceed the residential density permitted in the General Plan. As recently amended, the HOO only applies when a project requires a General Plan Amendment.

Resolution No. 2020-093

Page 3 of 7 ends

City Council 23 – 8 12/6/2022
The Appellant' s comment letter cites to an outdated and superseded version of Section 41- 1902(b)( 1). The HOO was amended on September 1, 2020, and the comment letter does not reflect the amended language. While previously, Section 41- 1902( b)( 1) applied the HOO to any project that exceeded the maximum density permitted by zoning, the recent amendments remove this reference. As amended, the HOO now only applies when a residential project proposes a residential density above the General Plan permitted density. The 4th and Mortimer Mixed -Use Development project is consistent with the General Plan. No General Plan Amendment is required for the Project.

The Project seeks only a zone change, on only a portion of the project site. No density allowance above that currently permitted by the site' s General Plan designation is proposed. Therefore, the HOO does not apply.

III. The Planning Commission did not abuse its discretion and did consider comments submitted by Lozeau Drury, LLP, on behalf of SAFER. The Planning Commission considered Mr. Drury' s public comment and received input from the City Attorney and the City's environmental consultant regarding the whether the addendum prepared for the project was the appropriate document. Both the City Attorney and the consultant were confident that no subsequent CEQA analysis was required for the project other than the addendum which was prepared.

Again, this was based on the fact that the technical studies evidenced that an EIR Addendum to the previously -certified 2010 EIR was the appropriate CEQA document to evaluate and disclose the project's impacts. Therefore, the Planning Commission did consider Mr. Drury's comments and concerns but agreed with staff's recommendation that the addendum was the appropriate environmental document.

Section 2. The City Council, after hearing, considering and weighing all evidence in the record presented on behalf of all parties and being fully informed of the application, the Planning Commission' s decision, and the appeal, hereby finds and determines that the Planning Commission' s decision was not made in error, that the Planning Commission' s decision was not an abuse of discretion by the Planning Commission and that the Planning Commission' s decision was supported by substantial evidence in the record.

Section 3. In accordance with the California Environmental Quality Act CEQA), the Planning Commission of the City of Santa Ana hereby finds, determines, and declares as follows:

Based on the substantial evidence set forth in the record, including but not limited to the Environmental Impact Report ( EIR) for the Transit Zoning Code Project SCH NO. 2006071100) and the 2020 4th and Mortimer Mixed -Use Development EIR Addendum, the City Council finds that an addendum is the appropriate document for Resolution No. 2020-093

Page 4 of 7 ends

City Council 23 – 9 12/6/2022
disclosing the changes to the subject properties, and that none of the conditions identified in Public Resources Code section 21166 and State CEQA Guidelines section 15162 requiring subsequent environmental review have occurred, because:

A. The project does not constitute a substantial change that would require major revisions of the 2010 EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects.

B. There is not a substantial change with respect to the circumstances under which the project will be developed that would require major revisions of the 2010 EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of the previously identified significant effects.

C. New information of substantial importance has not been presented that was not known and could not have been known with the exercise of reasonable diligence at the time the 2010 EIR was certified or adopted, showing any of the Following: ( i) that the modifications would have one or more significant effects not discussed in the earlier environmental documentation; ( ii) that significant effects previously examined would be substantially more severe than shown in the earlier environmental documentation; ( iii) that mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects, but the Applicant declined to adopt such measures; or ( iv) that mitigation measures or alternatives considerably different from those analyzed previously would substantially reduce one or more significant effects on the environment, but which the Applicant declined to adopt.

Further, the City Council finds that, pursuant to State CEQA Guidelines Section 15164, only minor changes or additions to the 2010 EIR are necessary to address the proposed project. In making this finding, the City Council has considered both the Addendum and the certified, final 2010 EIR.

Section 4. The Applicant shall indemnify, protect, defend and hold the City and/ or any of its officials, officers, employees, agents, departments, agencies, authorized volunteers, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, and other and proceedings ( whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures ( including, but not limited to arbitrations, mediations, and such other procedures), judgments, orders, and decisions ( collectively " Actions"), brought against the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof ( including actions approved by the voters of the City) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Resolution No. 2020-093

Page 5 of 7 ends

City Council 23 – 10 12/6/2022
Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision Map Act, Code of Civil Procedure sections 1085 or 1094. 5, or any other federal, state or local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the City shall have the right to approve, which approval will not be unreasonably withheld, the legal counsel providing the City's defense, and that Applicant shall reimburse the City for any costs and expenses directly and necessarily incurred by the City in the course of the defense.

City shall promptly notify the Applicant of any Action brought and City shall cooperate with Applicant in the defense of the Action.

Section 5. The City Council of the City of Santa Ana hereby denies Appeal Application No. 2020-02, thereby upholding the Planning Commission' s approval of an Addendum to the Environmental Impact Report ( EIR) for the Transit Zoning Code Project (SCH NO. 2006071100), mitigation monitoring and reporting program, Site Plan Review No. 2020-03 as conditioned, and Variance No. 2020-06 as conditioned. This decision is based upon the evidence submitted at the abovesaid hearing, which includes, but is not limited to: the Request for City Council Action dated December 1, 2020, and exhibits attached thereto, and the public testimony, written and oral, all of which are incorporated herein by this reference.

ADOPTED this 15t day of December, 2020.

APPROVED AS TO FORM:

Sonia R. Carvalho
City Attorney
By:.(,/ (• nl
Lisa Storck
Assistant City Attorney
Resolution No. 2020-093

Page 6 of 7 ends

City Council 23 – 11 12/6/2022
AYES: Councilmembers
NOES: Councilmembers
ABSTAIN: Councilmembers
Bacerra, Mendoza, Penaloza, Solorio,
Villegas (5)
None (0)
Pulido, Sarmiento ( 2)
NOT PRESENT: Councilmembers None (0)

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, DAISY GOMEZ, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2020- 093 to be the original resolution adopted by the City Council of the City of Santa Ana on December 1, 2020.

Date: 1?.

Daisy Gom z
Clerk of the Council
City of Santa Ana
Resolution No. 2020-093

Page 7 of 7 ends

City Council 23 – 12 12/6/2022
A0-01 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL 4TH AND MORTIMER 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 PERMIT NUMBER ABBREVIATIONS PROJECT TEAM DIRECTORY LEGAL DESCRIPTION VICINITY MAP DEFERRED SUBMITTALS FIRE SPRINKLER SYSTEM THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE FOLLOWING DEFERRED SUBMITTALS TO THE CITY OFFICIALS FOR REVIEW AND APPROVAL. FIRE ALARM SYSTEM SIGNAGE PROGRAM INCLUDING ALL SITE & BUILDING ACCESSIBILITY SIGNAGE ROOF / FLOOR TRUSS SYSTEM 5. 3. 1. 4. 2. 6. SWIMMING POOL & SPA SECURITY SYSTEM SHEET INDEX TEL. CIVIL ENGINEER Fuscoe Engineering, Inc. 16795 Von Karman, Suite #100 Irvine, CA 92606 (949) 474-1960 Josh Ruiz TEL. LANDSCAPE ARCHITECT LandStudio 360 333 El Camino Real, Studio #200 T ustin, CA 92780 (949) 382-5811 Alex Polen David Ling TEL. DEVELOPER Red Oak Investments 4199 Campus Drive Irvine, CA 92612 (714) 342-2502 Andrew Nelson Alex Wong TEL. ARCHITECT KTGY ARCHITECTURE + PLANNING 17911 Von Karman Ave., Ste. 200 Irvine, CA 92614 (949) 851-2133 Debbie Holland TEL. STRUCTURAL ENGINEER DCI Engineers 2600 Michelson Dr #930 Irvine, CA 92612 (949) 892-4956 Maggie Clavijo TEL. DRY UTILITY DRI Utility Consulting 25060 Hancock Ave, Ste 103 #464 Murrieta, CA 92562 951-757-9096 Dave Ramirez TEL. MECHANICAL ENGINEER Multi Mechancial, Inc 469 E. Blaine Street Corona, CA 92879 951-736-6040 Brandon Abblitt TEL. GREEN BUILDING VCA Green 1845 W. Orangewood Ave, Ste 220 Orange, CA 92868 714-363-4700 Roshni Lad TEL. PLUMBING ENGINEER AMPAM 17036 Avakon Blvd. Carson, CA 90746 310-835-1532 Daniel Lucas TEL. ELECTRICAL ENGINEER SBE Electrical Contracting 2817 McGaw Ave Irvine, CA 92614 714-544-5065 Eric Grossman TEL. FIRE PROTECTION Automatic Fire Protection 714-841-2066 Craig Spicer TEL. INTERIOR DESIGNER Ariel Fox Design 16 N Marengo Suite 415 Pasadena, CA 91101 (818) 465-3366 Ariel Johnson Hannah Askey TEL. LOW VOLTAGE SYSTEMS HCI Systems, Inc. 1731 Reynolds Ave Irvine, CA 92614 949-724-5000 Mike Peters TEL. GEOTECHNICAL Geocon West, Inc. 2807 McGaw Ave Irvine, CA 92614 949-346-1109 Jelisa Thomas Adams TEL. SIGNAGE TEL. ACOUSTICAL Eilar Associates, Inc. 210 South Juniper St, Ste 100 Escondido, CA 92025 760-738-5570 Mo Ouwenga GENERAL NOTES SHEET INDEX 7. METAL STAIRS 8. ELEVATORS 9. METAL AND GLASS GUARDRAILS 10. STOREFRONT SYSTEM 11. AWNINGS AND CANOPIES SHEET INDEX LOG OF ISSUED DOCUMENTS COPYRIGHT C A.B. ANCHOR BOLT ABV. ABOVE A/C CONDENSING UNIT ACOUST. ACOUSTICAL A.D. AREA DRAIN ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR ALT. ALTERNATE ALUM. ALUMINUM APPROX. APPROXIMATE ARCH. ARCHITECT ASPH. ASPHALT BA. BATHROM BD. BOARD BITUM. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM BR. BEDROOM B.U.R. BUILT-UP-ROOFING CAB. CABINET C.B. CATCH BASIN CEM. CEMENT CER. CERAMIC C.I. CAST IRON C.G. CORNER GUARD CJ CEILING JOIST CLG. CEILING JOIST CLKG. CAULKING CLO. CLOSET CLR. CLEAR / CLEARANCE CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONSTR. CONSTRUCTION CONT. CONTINUOUS CORR. CORRIDOR CPT CARPET CSMT CASEMENT CNTR. COUNTER CTR. CENTER DBL. DOUBLE DEPT. DEPARTMENT D.F. DRINKING FOUNTAIN DET. DETAIL DH DOUBLE HUNG DIA. DIAMETER DIM. DIMENSION DISP. DISPENSER DN. DOWN DR. DOOR OPENING DS DOWNSPOUT DW DISHWASHER DWG'S DRAWINGS DWR. DRAWER E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL ELEV. ELEVATOR EMER. EMERGANCY ENCL. ENCLOSED E.P. ELECTRICAL PANEL EQMT. EQUIPMENT EXH. EXHAUST EXT. EXTERIOR EXT'G EXISTING F.A. FIRE ALARM F.A.U. FORCED AIT UNIT F.D. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F. FINISH FLOOR F.G. FINISH GRADE FGL. FIBERGLASS FIN. FINISH F.J. FLOOR JOIST FLR. FLOOR F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.S. FACE OF STUD/SHEATHING FR FRENCH FRM'G FRAMING FURR. FURRING GA. GUAGE GALV. GALVANIZED GAR. GARAGE G.B. GRAB BAR GFCI GROUND FAULT CIRCUIT INTERUPTER G.I. GALVANIZED IRON GL GLASS / GLAZING GLB GLUE LAMINATED BEAM GSM GALVANIZED SHEET METAL GYP. GYPSUM GYP.BD. GYPSUM BOARD H.B. HOSE BIBB HC HOLLOW CORE HDR. HEADER HDWD. HARDWOOD HM HOLLOW METAL HORIZ. HORIZONTAL HVAC HEATING VENTILATING AIR CONDITIONING INSUL. INSULATION INT. INTERIOR LAM. LAMINATE LAV. LAVATORY LT. LIGHT MBR MASTER BEDROOM MC MEDICINE CABINET MECH. MECHANICAL MEMB. MEMBRANE MET. METAL MFG MANUFATURING MFR. MANUFACTURER MIR. MIRROR MISC. MISCELLANEOUS MLD'G MOULDING MTD. MOUNTED MUL. MULLION NG. NATURAL GRADE N.I.C. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE OBS. OBSCURE O.C. ON CENTER OPNG. OPENING OPP. OPPOSITE OSA. OUTSIDE AIR PB PUSH BUTTON PDR. POWDER ROOM PL. PLATE PLYWD. PLYWOOD PLUMB. PLUMBING P.O.C. POINT OF CONNECTION PR. PAIR PREFAB. PREFABRICATED R.A.G. RETURN AIR GRILLE R.C. RESILIENT CHANNEL R.D. ROOF DRAIN REF. REFERENCE REFR. REFRIGERATOR REINF REINFORCED RGTR. REGISTER REQ. REQUIRED RESIL. RESILIENT RJ RAFTER JOISTS RM. ROOM R.O. ROUGH OPENING SC SOLID CORE SCHED. SCHEDULE SERV. SERVICES S.F SQUARE FEET SGD SLIDING GLASS DOOR SH SINGLE HUNG SHT. SHEET SHT'G SHEATHING SIM. SIMILAR SL SLIDING SPEC. SPECIFICATIONS SQ. SQUARE SSSP SINGLE SHELF SINGLE POLE SSDP SINGLE SHELF DOUBLE POLE STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SYM. SYMMETRICAL T.B. TOWEL BAR TEL. TELEPHONE TEMP. TEMPERED TER. TERRAZZO T&G TONGUE AND GROOVE TRSM. TRANSOM T.V. TELEVISION TYP. TYPICAL T.O.SHTG. TOP OF SHEATHING T.O.C. TOP OF CONCRETE OR CURB T.O.P. TOP OF PARAPET T.O.W. TOP OF WALL U.N.O. UNLESS NOTED OTHERWISE VCT. VINYL COMPOSITE TILE VEST. VESTIBULE W.C. WATER CLOSET WD. WOOD WDW. WINDOW W.H. WATER HEATER W.I. WROUGHT IRON W.I.C. WALK-IN CLOSET WSCT. WAINSCOT 1. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID AND START OF CONSTRUCTION. THE CONTRACTOR SHALL CONFIRM THAT WORK INDICATED IN THE CONSTRUCTION DOCUMENTS IS BUILDABLE AS SHOWN. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY. 2. THE CONTRACTOR SHALL COMPARE ALL CONSTRUCTION DOCUMENTS WITH THE EXISTING SITE CONDITIONS PRIOR TO BID AND START OF CONSTRUCTION. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY. 3. DO NOT SCALE DRAWINGS. REVIEW ALL DIMENSIONS SHOWN ON CONSTRUCTION DOCUMENTS PRIOR TO BID AND START OF CONSTRUCTION. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY. 4. FIRE RESISTANCE RATINGS, ASSEMBLIES, CLASSIFICATIONS, STANDARDS AND LISTINGS INDICATED ARE TAKEN FROM VARIOUS REFERENCE STANDARDS. MAINTAIN, AT THE PROJECT SITE, A COPY OF AN APPLICABLE EDITION OF EACH REFERENCE STANDARD. 5. REVIEW PLAN LAYOUT, VERIFY AND COORDINATE INTERFACES OF ALL PORTIONS OF THE WORK PRIOR TO ACTUAL EXECUTION. 6. PROVIDE ALL WORK NECESSARY FOR A COMPLETE PROJECT, INCLUDING ANYTHING WITHIN THE LIMIT OF WORK, OUTSIDE PROPERTY LINE, ON ADJACENT PROPERTIES AND IN THE PUBLIC WAY. 7. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND AMENDMENTS. 8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION OF THE WORK AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMMING IN CONNECTION WITH THE WORK, CONTRACTOR SHALL HIRE SUB-CONTRACTORS AND SUPPLIERS WITH PROVEN ABILITY TO PROVIDE AND PERFORM QUALITY WORKMANSHIP ON THIS TYPE OF PROJECT. TITLE SHEET PARCEL 1 LOT 1 IN BLOCK 8 OF FRUIT'S ADDITION TO SANTA ANA, AS SHOWN ON A MAP RECORDED IN BOOK 9, PAGE 91 OF MISCELLANEOUS MAPS, RECORDS OF LOS ANGELES COUNTY, CALIFORNIA. PARCEL 2 THE WEST HALF OF LOT 2 IN BLOCK 8 OF FRUIT'S ADDITION TO SANTA ANA, AS SHOWN ON A MAP RECORDED IN BOOK 9, PAGE 91 OF MISCELLANEOUS MAPS, RECORDS OF LOS ANGELES COUNTY, CALIFORNIA. APN: 398-338-08 03-18-2022 50% DD PROGRESS SET 05-20-2022 100% DD PROGRESS SET 08-01-2022 FIRST PLAN CHECK SUBMITTAL ARCHITECTURAL Number Description A0-01 TITLE SHEET A0-02 SHEET INDEX A0-02 Code & Project Summaries A0-03A Building A Allowable Area Calculations A0-03B Building B Allowable Area Calculations A0-04 Building and Unit Summary A0-11 Building A First Floor Fire Protection Plans A0-12 Building A Second Floor Fire Protection Plans A0-13 Building A Third Floor Fire Protection Plans A0-14 Building A Fourth Floor Fire Protection Plans A0-15 Building A Fifth Floor Fire Protection Plans A0-16 Building A Sixth Floor Fire Protection Plans A0-17 Building A Seventh Floor Fire Protection Plans A0-21 Building B First Floor Fire Protection Plan A0-22 Building B Second Floor Fire Protection Plan A0-23 Building B Third Floor Fire Protection Plan A0-24 Building B Fourth Floor Fire Protection Plan A0-25 Building B Fifth Floor Fire Protection Plan A0-31 Building A First Floor Exiting Analysis A0-32 Building A Second Floor Exiting Analysis A0-33 Building A Third Floor Exiting Analysis A0-34 Building A Fourth Floor Exiting Analysis A0-35 Building A Fifth Floor Exiting Analysis A0-36 Building A Sixth Floor Exiting Analysis A0-37 Building A Seventh Floor Exiting Analysis A0-41 Building B First Floor Exiting Analysis A0-42 Building B Second Floor Exiting Analysis A0-43 Building B Third Floor Exiting Analysis A0-44 Building B Fourth Floor Exiting Analysis A0-45 Building B Fifth Floor Exiting Analysis A0-70 Conditions of Approval A0-71 Conditions of Approval A0-72 Conditions of Approval A0-73 Conditions of Approval A0-74 Conditions of Approval A0-75 Conditions of Approval A0-80 Geotechnical Report A0-81 Geotechnical Report A0-82 Geotechnical Report A0-83 Geotechnical Report A0-84 Geotechnical Report A0-85 Geotechnical Report A0-86 Geotechnical Report A0-87 Geotechnical Report A0-88 Geotechnical report A0-89 Geotechnical Report A0-90 Geotechnical Report A0-91 Exterior Acoustical Analysis Report A0-92 Exterior Acoustical Analysis Report A0-93 Exterior Acoustical Analysis Report A0-94 Exterior Acoustical Analysis Report A0-95 Addressing Plans & USPS Approval A0-96 Addressing Plans & USPS Approval A0-97 Addressing Plans & USPS Approval A0-98 Addressing Plans & USPS Approval A0-99 Addressing Plans & USPS Approval A0-100 Addressing Plans & USPS Approval A0-101 Addressing Plans & USPS Approval A0-102 Addressing Plans & USPS Approval A0-103 Addressing Plans & USPS Approval A0-104 Addressing Plans & USPS Approval A0-105 Addressing Plans & USPS Approval A0-106 Addressing Plans & USPS Approval A0-107 Addressing Plans & USPS Approval A0-108 Addressing Plans & USPS Approval A0-109 Addressing Plans & USPS Approval A1-20 Architectural Site Plan A1-21 Police Department Building Security Regulations A1-22 Police Department Building Security Regulations A1-23 Police Department Building Security Regulations A1-30 Fire Access Plan A1-30.1 Fire Flow Test Report A1-40 Calculated Grade Plane & Building Height A1-50 Exterior Opening Analysis Building A A1-51 Exterior Opening Analysis Building A A1-52 Exterior Opening Analysis Building B A1-53 Exterior Opening Analysis Building B A1-54 Exterior Opening Analysis Building A Garage A1-55 Exterior Opening Analysis Building A Garage A1-56 Exterior Opening Analysis Building B Garage A1-57 Exterior Opening Analysis Building B Garage A2-11S Building A First Level Slab Plan A2-11 Building A First Level Floor Plan A2-12S Building A Second Level Slab Plan A2-12 Building A Second Level Floor Plan A2-13S Building A Third Level Slab Plan A2-13 Building A Third Level Floor Plan A2-14 Building A Fourth Level Floor Plan A2-15 Building A Fifth Level Floor Plan A2-16 Building A Sixth Level Floor Plan A2-17 Building A Seventh Level Floor Plan A2-18 Building A Roof Plan A2-20 Building A North & East Exterior Elevations A2-21 Building A South & West Exterior Elevations A2-22 Building A Courtyard Elevations A2-30 Building A Sections A2-31 Building A Sections A2-40 Building A Wall Sections A2-41 Building A Wall Sections A2-42 Building A Wall Sections A2-43 Building A Wall Sections A2-51S Building B First Level Slab Plan A2-51 Building B First Level Floor Plan A2-52 Building B Second Level Floor Plan A2-53 Building B Third Level Floor Plan A2-54 Building B Fourth Level Floor Plan A2-55 Building B Fifth Level Floor Plan A2-56 Building B Roof Plan A2-60 Building B North & East Exterior Elevations A2-61 Building B South & West Exterior Elevations A2-62 Building B Courtyard Elevations A2-63 Building B Courtyard Elevations A2-70 Building B Sections A2-71 Building B Sections A2-80 Building B Wall Sections A2-81 Building B Wall Sections A5-01 Unit 0.1 Plans and Interior Elevations A5-02 Unit 0.2 Plans and Interior Elevations A5-03 Unit 0.3 Plans and Interior Elevations A5-11 Unit 1.1 Plans and Interior Elevations A5-12 Unit 1.1 Plan Variations A5-13 Unit 1.2 Plans and Interior Elevations A5-21 Unit 2.1 Plans and Interior Elevations A5-22 Unit 2.1 Plans and Variations A5-23 Unit 2.1 Plan Variations A5-24 Unit 2.1 Plan Variations A5-25 Unit 2.2 Plans and Interior Elevations A5-26 Unit 2.2 Plan Variations A5-27 Unit 2.2 Plan Variations A5-28 Unit 2.2 Plan Variations A5-29 Unit 2.2 Plan Variation A5-30 Unit 2.3 Plans and Interior Elevations A5-31 Unit 2.3 Plan Variations A5-32 Unit 2.4 Plans and Interior Elevations A5-33 Unit 2.4 Plan Variation A5-34 Unit 2.5 Plans, Variation and Interior Elevations A5-35 Unit 2.6 Plans and Interior Elevations A5-36 Unit 3.1 Plans and Interior Elevations A5-37 Unit 3.2 Plans and Interior Elevations A5-38 Unit 3.2 Plans and Variation A5-39 Unit 3.4 Plans A5-40 Unit 3.4 Plan and Interior Elevations A5-41 Unit 4.1 Plans and Interior Elevations A5-42 Unit 4.1 Plan and Variations A5-43 Unit 4.1 Plans and Variations A5-44 Unit 4.1 Plan Variations A5-45 Unit 4.2 Plans A5-46 Unit 4.2 Plan and Interior Elevations A5-50 Restaurant Enlarged Plan - Level 1 A5-51 Restaurant, Pool Equipment Enlarged Plan - Level 2 A5-52 Retail Enlarged Plan - Level 1 A5-53 Retail and Tenant Storage Enlarged Plan - Level 2 A5-54 Leasing & Amenity Enlarged Plan - Level 1 A5-55 Leasing & Amenity Enlarged Plan - Level 2 A5-56 Leasing & Amenity Enlarged Reflected Ceiling Plan A5-57 Leasing & Amenity Interior Elevations A5-60 Clubroom Enlarged Plan - Level 3 A5-61 Clubroom Enlarged Reflected Ceiling Plan A5-62 Clubroom Enlarged Plan - Primary Structural Frame A5-63 Roof Deck Enlarged Plan A5-64 Mailroom Enlarged Plan & Interior Elevations A5-70 Stair A1 Enlarged Plans A5-71 Stair A1 Section A5-72 Stair A2 Enlarged Plans A5-73 Stair A2 & A3 Section A5-74 Stair A3 Enlarged Plans A5-75 Stair A4 Enlarged Plans A5-76 Stair A4 Enlarged Plans A5-77 Stair A4 Section A5-78 Stair B1 Enlarged Plans A5-79 Stair B1 Section A5-80 Stair B2 Enlarged Plans A5-81 Stair B2 Section A5-82 Stair B3 Enlarged Plans A5-83 Stair B3 & B4 Section A5-84 Stair B4 Enlarged Plans A5-90 Elevators A1 & A2 Plans A5-91 Elevators A1 & A2 Sections A5-92 Elevators B1 & B2 Plans A5-93 Elevators B1 & B2 Sections A5-94 Building A Trash Room Plans A5-95 Building A Trash Chute Sections A5-96 Building B Trash Room Plans A5-97 Building B Trash Chute Sections A5-98 BUILDING B TRASH CHUTE SECTIONS A7-00 Dwelling Unit Door Schedule A7-10 Building A Door Schedule A7-20 Building B Door Schedule A7-30 Vinyl Window Schedule A7-40 Storefront Schedule A7-50 Finish Schedule AD-01 ACCESSIBLE ROUTES, PARKING NOTES AND DETAILS AD-02 COMMON & PUBLIC AREA ACCESSIBILITY NOTES & DETAILS AD-02.1 COMMON & PUBLIC AREA ACCESSIBILITY NOTES & DETAILS (2) AD-03 DWELLING UNIT ACCESSIBILITY DETAILS AD-04 ELEVATOR DETAILS AD-20 FIRE ASSEMBLY PENETRATION KEY PLAN AD-20.2 ACOUSTICAL ISOLATION DETAILS AD-20.1 FIRE PENETRATION DETAILS AD-21 FIRE-RATED FLOOR-CEILING ASSEMBLIES AD-22 FIRE-RATED INTERIOR WALL ASSEMBLIES AD-22.1 1-HOUR FIRE PARTITION DETAILS AD-23 2-HOUR FIRE BARRIER DETAILS AD-24 FIRE-RATED EXTERIOR WALL DETAILS AD-25 3-HR RATED FIRE WALL DETAILS AD-26 3-HOUR FIRE BARRIER AT GREASE SHAFT DETAILS AD-27 TILT-UP WALL AT GARAGE AD-28 FIRE-RATED PRIMARY STRUCTURAL FRAME DETAILS AD-31 GARAGE DETAILS AD-32 SLAB ON GRADE DETAILS AD-33 EXPANSION JOINT DETAILS AD-41 ELEVATED SLAB DETAILS AD-41.1 EXTERIOR IMPERVIOUS SURFACE (CON-DEK) AD-51.0 EXTERIOR WALL FLASHING DETAILS AT STUCCO AD-51.1 EXTERIOR WALL FLASHING DETAILS AT STUCCO AD-52.0 EXTERIOR DOOR FLASHING DETAILS AT STUCCO AD-52.1 EXTERIOR DOOR FLASHINIG DETAILS AD-52.2 INTERIOR DOOR DETAILS AD-53 WINDOW DETAILS (FLUSH CONDITION) AD-54 WINDOW DETAILS (RECESSED CONDITION) AD-55 EXTERIOR IMPERVIOUS SURFACE (PLI-DEK) AD-56 EXTERIOR DECK WITH HARDROCK CONCRETE TOPPING AD-61.0 TPO ROOFING DETAILS AD-61.1 TPO ROOFING DETAILS AD-61.2 CONCRETE FLAT TILE ROOF DETAILS AD-71 INTERIOR STAIR DETAILS (STEEL STRINGER & PRE-CAST) AD-71.1 INTERIOR STAIR DETAILS (WOOD) AD-81 STOREFRONT DETAILS (Flush Conditions) AD-82 STOREFRONT DETAILS (Recessed Conditions)  City Council 23 – 1312/6/2022  A0-02 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

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R W G UP 5% RAMP UP 93' (RUN) (5% SLOPE) = 4.65' (RISE) UP 3.5% DN 5% OPEN TO BELOW VAN
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ELEC UP UP DN DNUP TRASH VESTIBULE PARKING GARAGE TYPE IA CONSTRUCTION UNLIMITED AREA ALLOWED AREA "B1" 3203 SQ. FT. AREA "B2" 9944 SQ. FT. AREA "B3" 7557 SQ. FT. SP SP LV ELEC ELEC

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LV ELEC STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 UPDN IDF DNUP UP UP DN TRASH VESTIBULE PARKING GARAGE TYPE IA CONSTRUCTION UNLIMITED AREA ALLOWED AREA "B1" 3203 SQ. FT. AREA "B2" 9944 SQ. FT. AREA "B3" 7557 SQ. FT. SP SP LV ELEC ELEC

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LV ELEC STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 UPDN IDF DN UP UP UP DN R W G RAMP UP 93' (RUN) (5% SLOPE) = 4.65' (RISE)
UP 3.5% DN 5% UP 5% DN UP
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FEC FEC TRASH VESTIBULE PARKING GARAGE TYPE IA CONSTRUCTION UNLIMITED AREA ALLOWED AREA "B1" 3203 SQ. FT. AREA "B2" 9944 SQ. FT. AREA "B3" 7557 SQ. FT. SP SP LV ELEC ELEC

LV LV ELEC ELEC
LV

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LV ELEC
LV
ELEC

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LV ELEC LV ELEC LV ELEC

LV ELEC
R W G STAIR B1 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 DN ELEVATOR MACHINE ROOM DN DN TRASH VESTIBULE ROOF ACCESS AREA "B1" 3226 SQ. FT. AREA "B2" 9944 SQ. FT. AREA "B3" 7557 SQ. FT. COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

LV ELEC

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135' 150'
*
* F.E.C.

F.E.C.
113'
139' 150' BUILDING A FIRST FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 1 FIRE PROTECTION PLAN SCALE: 3/32"=1'-0" 1 A0-11 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 1912/6/2022 

LV ELEC

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LV
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LV
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LV

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VAN OPEN TO BELOW STAIR A1 UP 5%
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UP 4.3% DOWN 5%

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135' 150'
*
*
F.E.C.

F.E.C. 140' 150' COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A SECOND FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 2 FIRE PROTECTION PLAN SCALE: 3/32"=1'-0" 1 A0-12 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 2012/6/2022  E E
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ELEC UPDN UP STAIR A1 UP 5%
UP 5.0% UP 5% DOWN 5% EV

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F.E.C. 150' HOSE PULL IF ROUTED OVER POOL ENCLOSURE FENCE 112' 68' COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A THIRD FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 3 FIRE PROTECTION PLANS SCALE: 3/32"=1'-0" 1 A0-13 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 2112/6/2022 

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3.1% 150' 150'
135' 150' 150'
*
*
F.E.C. F.E.C. COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A FOURTH FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 4 FIRE PROTECTION PLANS SCALE: 3/32"=1'-0" 1 A0-14 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 2212/6/2022 

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UP 5% UP 5% DOWN 5%
FEC
DOWN 1.6%
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FEC150' 150'
135' 135' 150'
*
*
F.E.C. COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A FIFTH FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 5 FIRE PROTECTION PLANS SCALE: 3/32"=1'-0" 1 A0-15 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 2312/6/2022 

G R W SP SP

LV ELEC

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ELEC LV
ELEC LV ELEC STAIR A4 STAIR A3 TURN- AROUND SPOT
UP 5% UP 5% DOWN 5%
FEC
DOWN 1.6%
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*
* COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A SIXTH FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 6 FIRE PROTECTION PLANS SCALE: 3/32"=1'-0" 1 A0-16 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 2412/6/2022 

G R W SP SP

LV ELEC
ELEC

LV LV ELEC LV ELEC LV
ELEC

LV ELEC
LV

ELEC LV

ELEC LV
ELEC LV ELEC STAIR A4 STAIR A3 LV ELEC LV ELEC
LV

ELEC DN DN ELEVATOR MACHINE ROOM

LV ELEC SP
FEC FEC FEC 150' 150'
*
* COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A SEVENTH FLOOR FIRE PROTECTION PLANS BUILDING A - LEVEL 7 FIRE PROTECTION PLANS SCALE: 3/32"=1'-0" 1 A0-17 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 2512/6/2022 

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LV

ELEC UP UP UP UP UP
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UP 5% BIKE STORAGE ROOM FIRE PUMP ROOM BOOSTER PUMP ROOM VAN UP 5% UP 6.2% UP 2%

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F.E.C. COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B FIRST FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 1 FIRE PROTECTION PLAN SCALE: 3/32"=1'-0" 1 A0-21 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 2612/6/2022 

FEC SP SP FEC FEC

FEC LV ELEC ELEC

LV LV ELEC ELEC
LV

LV ELEC

ELEC LV LV
ELEC

LV ELEC
R W G UP 5% RAMP UP 93' (RUN) (5% SLOPE) = 4.65' (RISE) UP 3.5% DN 5% OPEN TO BELOW VAN
UP 5% UP DN UP EV EV EV EV
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LV ELEC STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 IDF UPDN LV
ELEC UP UP DN DNUP TRASH VESTIBULE 150'
*
* 150' 150' 150'
150'
F.E.C. F.E.C.

F.E.C. COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B SECOND FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 2 FIRE PROTECTION PLAN SCALE: 3/32"=1'-0" 1 A0-22 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 2712/6/2022 

FEC SP SP FEC FEC

FEC LV ELEC ELEC

LV LV ELEC ELEC
LV

LV ELEC

LV ELEC
LV
ELEC

ELEC LV LV
ELEC

LV ELEC
R W G UP 5% UP 5%
UP 3.5% DN 5% UP DN UP EV EV EV
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LV ELEC STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 UPDN IDF DNUP UP UP DN TRASH VESTIBULE 150' 150' *
* 150' 150'150'
F.E.C. F.E.C.

F.E.C. F.E.C. COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B THIRD FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 3 FIRE PROTECTION PLAN SCALE: 3/32"=1'-0" 1 A0-23 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 2812/6/2022 

FEC SP SP FEC FEC

FEC LV ELEC ELEC

LV LV ELEC ELEC
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LV ELEC STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 UPDN IDF DNUP UP UP DN R W G RAMP UP 93' (RUN) (5% SLOPE) = 4.65' (RISE)
UP 3.5% DN 5% UP 5% DN UP
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FEC FEC TRASH VESTIBULE 150' 150'
*
* 150' 150'150'
F.E.C. F.E.C. COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B FOURTH FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 4 FIRE PROTECTION PLAN SCALE: 3/32"=1'-0" 1 A0-24 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 2912/6/2022 

FEC SP SP FEC FEC

FEC LV ELEC ELEC

LV LV ELEC ELEC
LV

LV ELEC

LV ELEC
LV
ELEC

ELEC LV LV
ELEC

LV ELEC LV ELEC LV ELEC

LV ELEC
R W G STAIR B1 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 DN ELEVATOR MACHINE ROOM DN DN TRASH VESTIBULE ROOF ACCESS *
* 150' 150'150' COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B FIFTH FLOOR FIRE PROTECTION PLAN BUILDING B - LEVEL 5 FIRE PROTECTION PLAN SCALE: 3/32"=1'-0" 1 A0-25 DESCRIPTION TYPE III-A ASSEMBLIES FLOOR / CEILING - FRAMED TYP. INTERIOR INTERIOR NON-STACKING SHAFT INTERIOR CORRIDOR EXTERIOR CORRIDOR PRIVATE BALCONY FIRE RATING DETAIL REFERENCE(S) 1 HR 2 HR 1 HR 1 HR 0 HR 1/AD-21 X/AD-XX 3/AD-21 2/AD-21 4/AD-21 FIRE BARRIERS SHAFT ENCLOSURE GREASE SHAFT ENCLOSURE OCCUPANCY SEPARATION (R-2/A-3/B) & TRASH ACCESS ROOM 2 HR 3 HR 1 HR 20/AD-22.1, 8/AD-24 15/AD-26 X/AD-XX, X/AD-XX FIRE PARTITIONS CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 12/AD-24, 20/AD-24 4/AD-24 NONBEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 9/AD-24 1/AD-22 SIM. 8/AD-22 BEARING WALLS EXTERIOR (TYPE III-A) INTERIOR 2 HR 1 HR 14/AD-24 1/AD-22 FIRE WALLS 3 HOUR 3 HR 1/AD-25 PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. STEEL BEAM TYP. WOOD COLUMN TYP. WOOD BEAM 2 HR 2 HR 2 HR 2 HR 16/AD-28 12/AD-28 4/AD-28 4/AD-28 LEGEND DESCRIPTION TYPE I-A ASSEMBLIES FLOOR / CEILING - CONCRETE SLAB CONCRETE SLAB ON GRADE FLOOR / CEILING - 2ND LEVEL SLAB SUSPENDED CONCRETE SLAB FLOOR / CEILING - CONCRETE PODIUM SLAB TYP. INTERIOR TYP. EXTERIOR @ COURTYARD TYP. EXTERIOR @ PRIVATE DECKS TYP. EXTERIOR SHELF (NON-OCCUPIABLE SPACE) FIRE RATING DETAIL REFERENCE(S) 0 HR X/AD-XX FIRE BARRIER SHAFT ENCLOSURE (SINGLE WALL) SHAFT ENCLOSURE (DOUBLE WALL) SHAFT WALL (NON-LOAD BEARING) TRASH ACCESS ROOM 2 HR 2 HR 2 HR 1 HR 13/AD-22 15/AD-22 14/AD-22 9/AD-22, X/AD-XX FIRE PARTITION CORRIDOR TO UNIT UNIT TO UNIT 1 HR 1 HR 10/AD-22 11/AD-22 NON-BEARING WALLS & PARTITIONS EXTERIOR PARTITION OR FURRING INTERIOR PARTITION OR FURRING INTERIOR PLUMBING 0 HR 0 HR 0 HR 3/AD-24, 7/AD-24 9/AD-22 SIM. 12/AD-22 BEARING WALLS EXTERIOR INTERIOR 3 HR 3 HR X/AD-XX X/AD-XX PRIMARY STRUCTURAL FRAME - (SEE STRL FOR LOCATIONS) TYP. STEEL COLUMN TYP. CONCRETE COLUMN 3 HR 3 HR X/AD-XX X/AD-XX SYMBOL LEGEND (1 SHORT DASH) (2 SHORT DASHES) (DASHED LINE) SYMBOL LEGEND 3 HR 3 HR 3 HR 3 HR 21/AD-21 X/AD-XX X/AD-XX X/AD-XX 2 HR 13/AD-21 BUILDING ENTRANCE 150' HOSE PULL STANDPIPE IN INTERIOR EXIT STAIRWAY XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *F.E.C. FIRE EXTINGUISHER CABINET - SURFACE MOUNTED. PAINT CAB TO MATCH ADJACENT WALL FINISH. F.E.C. FIRE EXTINGUISHER CABINET - SEMI-RECESSED. PAINT CAB TO MATCH ADJACENT WALL FINISH. 1. REFER TO FIRE MASTER PLAN FOR ADDITIONAL INFORMATION. 2. NON-SEPARATED OCCUPANCIES OCCUR IN TYPE IA PER CBC SECTION 508.3 3. REFER TO ENLARGED UNIT PLANS FOR BATHROOM AND KITCHEN EXHAUST RATED SHAFT DETAILS. 4. REFER TO SHEET AD-20.1 FOR ALL FIRE-RESISTANCE RATED PENETRATIONS DETAILS. FIRE PROTECTION NOTES PARTIAL SECTION  City Council 23 – 3012/6/2022 

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LV
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LV

ELEC UP UP UP UP UP TURN-AROUND SPOT TRASH / LOADING
VAN BIKE FIRE PUMP ROOM BOOSTER PUMP ROOM STAIR A1 STAIR A2 TURN AROUND SPOT VAN VAN UP 5%UP 5% UP 2%
UP 5%
EV EV EV DN 4.5%
FEC

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TRASH RECY REF SP SP
W R F
FEC
FEC
FEC
ELEC TRASH 2446 300
9 S-2 DWELLING UNIT 1003 200
6 R-2 DWELLING UNIT 1256 200
7 R-2 DWELLING UNIT 690 200
4 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 1286 200
7 R-2 DWELLING UNIT 482 200
3 R-2 ELECTRICAL RM 338 300
2 R-2 CO-WORKING 2612 15 175 A-3 WORK POD 80 150
1 A-3 RETAIL 8103 60 RESTAURANT 135
M 2573 15 172 A-3 KITCHEN 1437 200
8 M TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 470.2 8.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 420.3 REQUIRED STAIR WIDTH 12.6" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 42 EXIT 42 PARKING 17602 200 89 S-2 TOTAL PARKING OCCUPANT LOAD = 92 92 OCCUPANTS/3 EXITS =30/31 OCC. PER EXIT EXIT 30 EXIT 31 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 300.2 6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 420.2 8.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 450.2 9" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" CPET = 51'-4" L = 176'-9" CPET = 21'-6"L = 121'-5" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 310.2 6.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 310.3 REQUIRED STAIR WIDTH 9.3" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 45 EXIT 31 BIKE STORAGE 437 300 2 S-2 BOOSTER PUMP 165 300
1 S-2 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 830.2 16.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 310.2 6.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" TOTAL OCCUPANT LOAD = 91 91 OCCUPANTS/2 EXITS =45/46 OCC. PER EXIT TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 460.2 9.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 72" EXIT 46 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 430.2 8.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" EXIT 43 EXIT DISCHARGE 83 ABV
83 FRM
EXIT

DISCHARGE
EXIT

DISCHARGE

EXIT DISCHARGE EXIT DISCHARGE
EXIT

DISCHARGE
223 223 FRM ABV EXIT DISCHARGE112 112 FRM ABV EXIT DISCHARGE TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 112 0.2 22.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" EXIT DISCHARGE TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 223 0.2 44.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 48" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 540.2 10.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" EXIT DISCHARGE 54 ABV
54 FRM 181'-1 233/256" 1/3 OVERALL DIMENSION =106'-0"
OVERALL DIAGONAL DIMENSION = 317'-11" 1/3 OVERALL DIMENSION = 106'-0" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 OVERALL DIAGONAL DIMENSION = 204'-6" 1/3 OVERALL DIMENSION = 68'-2" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 161'-10" 1/3 OVERALL DIMENSION =68'-2" OVERALL DIAGONAL DIMENSION = 125'-1 41/128" 1/3 OVERALL DIMENSION = 41'-8" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 51'-6" 1/3 OVERALL DIMENSION =41'-8" FITNESS 1553 50 32 A-3 CPET = 62'-1" EXIT 86 OVERALL DIAGONAL DIMENSION = 82'-9 243/256" 1/3 OVERALL DIMENSION = 27'-7" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 34'-8 51/256" 1/3 OVERALL DIMENSION =27'-7" EXIT 67 EXIT 68 FIRE WALL WORK POD 80 150 1 A-3 WORK POD 78 150
1 A-3 CONFERENCE 244 15 17 A-3 OFFICE 145 150
1 A-3 OFFICE 160 150
2 A-3 TOTAL LEASING/CO-WORKING OCCUPANT LOAD = 198 198 OCCUPANTS/3 EXITS =66 OCC. PER EXIT EXIT DISCHARGE EXIT 66 66 66 TRASH 101 300 1 R-2 MPOE 86 300
1 R-2 EXIT 86 TOTAL OCCUPANT LOAD = 127 127 OCCUPANTS/3 EXITS =42/43 OCC. PER EXIT L = 135'-1" CPET = 58'-7" OVERALL DIAGONAL DIMENSION = 111'-0" 1/3 OVERALL DIMENSION = 37'-0" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 103'-9" 1/3 OVERALL DIMENSION =37'-0" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 860.2 17.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 680.2 13.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" CPET = 30'-0" L =122'-0" CPET = 52'-0" L =83'-8" COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A FIRST FLOOR EXITING ANALYSIS BUILDING A - LEVEL 1 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1 A0-31 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013  City Council 23 – 3112/6/2022 

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3 R-2 TRASH 81 300
1 R-2 DWELLING UNIT 1014 200
6 R-2 DWELLING UNIT 1251 200
7 R-2 DWELLING UNIT 424 200
3 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 1286 200
7 R-2 DWELLING UNIT 482 200
3 R-2 TOTAL INTERIOR OCCUPANT LOAD = 146 146 OCCUPANTS/3 EXITS =48/49 OCC. PER EXIT TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 490.2 9.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 490.3 REQUIRED STAIR WIDTH 14.7" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 49 EXIT 49 PARKING 19767 200 99 S-2 TOTAL PARKING OCCUPANT LOAD = 99 99 OCCUPANTS/2 EXITS =49/50 OCC. PER EXIT EXIT 49 TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 490.3 REQUIRED STAIR WIDTH 14.7" PROPOSED STAIR WIDTH 48" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 490.2 9.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 480.2 9.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 480.3 REQUIRED STAIR WIDTH 14.4" PROPOSED STAIR WIDTH 75" MIN. 33.4" 36" CPET = 55'-8" L = 137'-8" CPET = 21'-6" L = 135'-1" CPET = 58'-7" L = 130'-2" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 490.2 9.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 490.3 REQUIRED STAIR WIDTH 14.7" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" RESIDENT STORAGE 2144 200 11 R-2 POOL EQUIP RM 383 300 2 R-2 YOGA 523 50 11 A-3 EXIT 48 50 FIRE WALL HORIZONTAL EXIT AT FIRE WALL PROVIDED FOR ACCESSIBLE MEANS OF EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 176'-11 101/256" 1/3 OVERALL DIMENSION =111'-0" OVERALL DIAGONAL DIMENSION = 333'-0" 1/3 OVERALL DIMENSION = 111'-0" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 OVERALL DIAGONAL DIMENSION = 204'-6" 1/3 OVERALL DIMENSION = 68'-2" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 206'-7" 1/3 OVERALL DIMENSION =68'-2" RESIDENT STORAGE 957 200 5 R-2 RETAIL STORAGE 409 200
3 R-2 MAINTENANCE 212 300
1 R-2 SHARED GOODS 418 200
3 R-2 BREAK ROOM 185 15 12 R-2 OPERATIONS 634 150
5 R-2 STORAGE 108 200
1 R-2 L = 194'-9" CPET = 96'-4" L = 177'-9" CPET = 56'-3" COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A SECOND FLOOR EXITING ANALYSIS A0-32 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 BUILDING A - LEVEL 2 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1  City Council 23 – 3212/6/2022  E E
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FEC 2% MIN. 9% MIN. 2% MIN. 2% MIN. 2% MIN. 4% MIN. 3.5% MIN. 3.5% MIN. 9% MIN. 9% MIN. 11% MIN. 3% MIN. 7% MIN. 3% MIN. 4.6% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 3% MIN. 3% MIN. 4% MIN. 4% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 4% MIN. 4% MIN. 3% MIN. 3% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 3.5% MIN. 3.5% MIN. 3.5% MIN. 3.5% MIN. 3.5% MIN. 3.5% MIN. 5% MIN. 5% MIN. 3% MIN. 3% MIN. 3% MIN. 3% MIN. 5% MIN. 5% MIN. 4% MIN. 4% MIN. 3% MIN. 3% MIN. 3% MIN. 5% MIN. 5% MIN. 5% MIN. 5% MIN. 7% MIN. 7% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 3% MIN. 3% MIN. 3% MIN. 3% MIN. 2% MIN. 4% MIN. 7% MIN. 2% MIN. DWELLING UNIT 424 200 3 R-2 POOL 1115 50 23 A-3 SPA 162 50
4 A-3 POOL DECK 2822 15 189 A-3 COURTYARD 337 15 23 A-3 TOTAL POOL ENCLOSURE OCCUPANT LOAD = 216 216 OCCUPANTS/2 EXITS =108 OCC. PER EXIT TRASH 81 300 1 R-2 DWELLING UNIT 1251 200
7 R-2 DWELLING UNIT 1121 200
6 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 1107 200
6 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 907 200
5 R-2 DWELLING UNIT 1251 200
7 R-2 DWELLING UNIT 424 200
3 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 1286 200
7 R-2 DWELLING UNIT 482 200
3 R-2 TOTAL INTERIOR OCCUPANT LOAD PORTION 1 = 314 314 OCCUPANTS/3 EXITS =104/105 OCC. PER EXIT 108 108 TOTAL OUTDOOR OCCUPANT LOAD = 239 239 OCCUPANTS/2 EXITS =119/120 OCC. PER EXIT 120 62 62 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 104 0.2 20.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36"EXIT 104 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 105 0.2 21" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 105 0.3 REQUIRED STAIR WIDTH 31.5" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 105 STAIR A3 STAIR A4 EXIT 16 PARKING 21217 200 107 R-2 TOTAL PARKING OCCUPANT LOAD = 107 107 OCCUPANTS/2 EXITS =53/54 OCC. PER EXIT EXIT 53 EXIT 54 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 530.2 10.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 690.3 REQUIRED STAIR WIDTH 20.7" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 160.2 23.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" EXIT 119 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 223 0.2 44.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 223 0.3 REQUIRED STAIR WIDTH 66.9" PROPOSED STAIR WIDTH 68" MIN. 33.4" 48" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 119 0.2 23.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" L = 141'-4" CPET = 63'-7" L = 206'-0" CPET = 55'-8" 12'-10" 18'-2 1/2" DEAD END CORRIDOR MAX. = 50' CPET = 77'-5" CPET = 54'-5" L = 176'-9" CPET = 21'-6" L = 94'-7" CPET = 94'-7" L = 130'-2" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 540.2 10.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 540.3 REQUIRED STAIR WIDTH 16.2" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" OVERALL DIAGONAL DIMENSION = 90'-0 135/256" 1/3 OVERALL DIMENSION = 30'-0" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 FIRE WALL FIRE WALL 170'-6 19/64" 1/3 OVERALL DIMENSION =93'-5" OVERALL DIAGONAL DIMENSION = 280'-2" 1/3 OVERALL DIMENSION = 93'-5" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 OVERALL DIAGONAL DIMENSION = 204'-6" 1/3 OVERALL DIMENSION = 68'-2" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 161'-10" 1/3 OVERALL DIMENSION =68'-2" 1/3 OVERALL DIMENSION =30'-0" 42'-5 141/256" L = 185'-11" CLUBROOM 1816 15 122 A-3 OVERALL DIAGONAL DIMENSION = 66'-11 99/256" 1/3 OVERALL DIMENSION = 22'-4" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 42'-3 237/256" 1/3 OVERALL DIMENSION =22'-4" HORIZONTAL EXIT HORIZONTAL EXIT PER CBC SECTION 1026 AND CBC SECTION 1026.2 1. PROVIDE STANDPIPE AS REQUIRED PER CBC SECTION 905 AND PER CFC SECTION 905.4 #2. 2. REFUGE AREA OF THE HORIZONTAL EXIT PER CBC SEC. 1026.4 112 occupants entering the horizontal exit require 336 sq. ft of refuge + 48 sq ft for tenants residing in that zone =493 sq. ft of refuge area provided TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 105 0.2 21" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" EXIT 105 TOTAL INTERIOR OCCUPANT LOAD PORTION 2 = 16 16 OCCUPANTS/1 EXITS =16 OCC. PER EXIT OVERALL DIAGONAL DIMENSION = 94'-11 227/256" 1/3 OVERALL DIMENSION = 31'-8" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 46'-4 173/256" 1/3 OVERALL DIMENSION =31'-8" STANDPIPE NOT REQUIRED AT THIS LOCATION PER CBC 905.4 #2 EXCEPTION. HORIZONTAL EXIT IS LOCATED 83'-5" FROM INTERIOR EXIT STAIR HOSE CONNECTION. COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A THIRD FLOOR EXITING ANALYSIS A0-33 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 BUILDING A - LEVEL 3 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1  City Council 23 – 3312/6/2022 

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ELEC DN UP STAIR A1 UP 5%
UP 5% UP 5% DOWN 5%

FEC FEC FEC FEC
DOWM 1.5%
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ELEC STAIR A4 STAIR A3 STAIR A2 UP DN DNUP DN UP HVAC SP FEC

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FEC DN

3.1% DWELLING UNIT 1126 200
6 R-2 DWELLING UNIT 1126 200
6 R-2 DWELLING UNIT 1250 200
7 R-2 DWELLING UNIT 1107 200
6 R-2 DWELLING UNIT 705 200
4 R-2 TRASH 81 300
1 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 424 200
3 R-2 DWELLING UNIT 1251 200
7 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 909 200
5 R-2
FIRE WALL HORIZONTAL EXIT AT FIRE WALL PROVIDED FOR ACCESSIBLE MEANS OF EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 EXIT 31 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 300.2 6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 300.3 REQUIRED STAIR WIDTH 9" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" TOTAL OCCUPANT LOAD = 91 128 OCCUPANTS/3 EXITS =30/31 OCC. PER EXIT EXIT 30 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 310.2 6.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 310.3 REQUIRED STAIR WIDTH 9.3" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" L = 141'-4" CPET = 63'-7" L = 180'-2" CPET = 55'-8" 12'-10" 18'-2 1/2" DEAD END CORRIDOR MAX. = 50' CPET = 77'-5" CPET = 54'-5" DWELLING UNIT 424 200 3 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 1286 200
7 R-2 DWELLING UNIT 490 200
3 R-2 EXIT 30 EXIT 53 DWELLING UNIT 1126 200
6 R-2 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 530.2 10.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 830.3 REQUIRED STAIR WIDTH 24.9" PROPOSED STAIR WIDTH 66" MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 300.2 6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" L = 176'-9" CPET = 21'-6" L = 135'-1" CPET = 58'-7" PARKING 21217 200 107 R-2 TOTAL PARKING OCCUPANT LOAD = 107 107 OCCUPANTS/2 EXITS =53/54 OCC. PER EXIT EXIT 54 L = 130'-2" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 540.2 10.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 540.3 REQUIRED STAIR WIDTH 16.2" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" FIRE WALL 170'-6 19/64" 1/3 OVERALL DIMENSION =111'-0" OVERALL DIAGONAL DIMENSION = 333'-0" 1/3 OVERALL DIMENSION = 111'-0" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 OVERALL DIAGONAL DIMENSION = 204'-6" 1/3 OVERALL DIMENSION = 68'-2" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 161'-10" 1/3 OVERALL DIMENSION =68'-2" COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A FOURTH FLOOR EXITING ANALYSIS A0-34 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 BUILDING A - LEVEL 4 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1  City Council 23 – 3412/6/2022 

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UP 5% UP 5% DOWN 5%
FEC
DOWN 1.6%
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FEC DWELLING UNIT 1126 200
6 R-2 DWELLING UNIT 1126 200
6 R-2 DWELLING UNIT 1250 200
7 R-2 DWELLING UNIT 1107 200
6 R-2 DWELLING UNIT 705 200
4 R-2 TRASH 81 300
1 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 424 200
3 R-2 DWELLING UNIT 1251 200
7 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 909 200
5 R-2
FIRE WALL HORIZONTAL EXIT AT FIRE WALL PROVIDED FOR ACCESSIBLE MEANS OF EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 EXIT 43 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 420.2 8.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 420.3 REQUIRED STAIR WIDTH 12.6" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" TOTAL OCCUPANT LOAD = 128 128 OCCUPANTS/3 EXITS =42/43 OCC. PER EXIT EXIT 42 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 430.2 8.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 430.3 REQUIRED STAIR WIDTH 12.9" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" 170'-6 19/64" 1/3 OVERALL DIMENSION =111'-0" L = 218'-1" CPET = 63'-7" CPET = 58'-3" L = 180'-2" CPET = 55'-8" 12'-10" 18'-2 1/2" DEAD END CORRIDOR MAX. = 50' CPET = 77'-5" CPET = 54'-5" DWELLING UNIT 424 200 3 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 1286 200
7 R-2 DWELLING UNIT 490 200
3 R-2 EXIT 43 PARKING 10476 200 53 S-2 TOTAL PARKING OCCUPANT LOAD = 53 53 OCCUPANTS/2 EXITS =26/27 OCC. PER EXIT EXIT 26 AREA DOWN RAMP IS INCLUDED AS PART OF LEVEL BELOW DWELLING UNIT 1126 200 6 R-2 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 260.2 5.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 690.3 REQUIRED STAIR WIDTH 20.7" PROPOSED STAIR WIDTH 66" MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 430.2 8.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" L = 176'-9" 27 CPET = 84'-4" L = 135'-1" CPET = 58'-7" FIRE WALL OVERALL DIAGONAL DIMENSION = 333'-0" 1/3 OVERALL DIMENSION = 111'-0" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 OVERALL DIAGONAL DIMENSION = 149'-0" 1/3 OVERALL DIMENSION = 49'-8" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 92'-6 5/8" 1/3 OVERALL DIMENSION =49'-8" COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A FIFTH FLOOR EXITING ANALYSIS A0-35 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 BUILDING A - LEVEL 5 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1  City Council 23 – 3512/6/2022 

G R W SP SP

LV ELEC

LV ELEC
ELEC
LV
ELEC
LV
LV

ELEC LV ELEC LV ELEC LV
ELEC

LV ELEC
LV

ELEC LV ELEC LV ELEC
LV

ELEC LV

ELEC LV ELEC TURN- AROUND SPOT
UP 5% UP 5% DOWN 5%
FEC
DOWN 1.6%
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FEC FEC FEC DWELLING UNIT 1126 200
6 R-2 DWELLING UNIT 1126 200
6 R-2 DWELLING UNIT 1250 200
7 R-2 DWELLING UNIT 1107 200
6 R-2 DWELLING UNIT 705 200
4 R-2 TRASH 81 300
1 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 424 200
3 R-2 DWELLING UNIT 1251 200
7 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 909 200
5 R-2 ACCESSORY 58 300
1 R-2
FIRE WALL HORIZONTAL EXIT AT FIRE WALL PROVIDED FOR ACCESSIBLE MEANS OF EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 EXIT 41 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 400.2 8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 620.3 REQUIRED STAIR WIDTH 12" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" TOTAL OCCUPANT LOAD = 81 81 OCCUPANTS/2 EXITS =40/41 OCC. PER EXIT EXIT 40 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 410.2 8.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 410.3 REQUIRED STAIR WIDTH 12.3" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" OVERALL DIAGONAL DIMENSION = 268'-0" 1/3 OVERALL DIMENSION = 89'-4" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 170'-6 19/64" 1/3 OVERALL DIMENSION = 89'-4" L = 218'-1" CPET = 63'-7" CPET = 58'-3" L = 180'-2" CPET = 55'-8" 12'-10" 18'-2 1/2" DEAD END CORRIDOR MAX. = 50' CPET = 77'-5" CPET = 54'-5" DWELLING UNIT 424 200 3 R-2 DWELLING UNIT 1126 200
6 R-2 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A SIXTH FLOOR EXITING ANALYSIS A0-36 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 BUILDING A - LEVEL 6 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1  City Council 23 – 3612/6/2022 

G R W SP SP

LV ELEC
ELEC

LV LV ELEC LV ELEC LV
ELEC

LV ELEC
LV

ELEC LV

ELEC LV ELEC LV ELEC LV ELEC
LV

ELEC DN DN

LV ELEC SP
FEC FEC FEC DWELLING UNIT 1126 200
6 R-2 ROOF DECK 735 15 49
B DWELLING UNIT 1126 200
6 R-2 DWELLING UNIT 1250 200
7 R-2 DWELLING UNIT 1107 200
6 R-2 DWELLING UNIT 705 200
4 R-2 TRASH 81 300
1 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 705 200
4 R-2 DWELLING UNIT 424 200
3 R-2 DWELLING UNIT 1251 200
7 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 909 200
5 R-2 ACCESSORY 58 300
1 R-2
FIRE WALL HORIZONTAL EXIT AT FIRE WALL PROVIDED FOR ACCESSIBLE MEANS OF EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 EXIT 61 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 600.2 12" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 600.3 REQUIRED STAIR WIDTH 18" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" TOTAL OCCUPANT LOAD = 121 121 OCCUPANTS/2 EXITS =60/61 OCC. PER EXIT EXIT 60 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 610.2 12.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 610.3 REQUIRED STAIR WIDTH 18.3" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" OVERALL DIAGONAL DIMENSION = 268'-0" 1/3 OVERALL DIMENSION = 89'-4" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 170'-6 19/64" 1/3 OVERALL DIMENSION = 89'-4" L = 218'-1" CPET = 63'-7" CPET = 79'-7" CPET = 58'-3" L = 180'-2" CPET = 55'-8" 12'-10" 18'-2 1/2" DEAD END CORRIDOR MAX. = 50' CPET = 77'-5" CPET = 54'-5" COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A SEVENTH FLOOR EXITING ANALYSIS A0-37 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013 BUILDING A - LEVEL 7 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1  City Council 23 – 3712/6/2022 

CORRIDOR VENTILATION SHAFT CORRIDOR VENTILATION SHAFT CORRIDOR VENTILATION SHAFT FEC SP SP FEC FEC

FEC LV ELEC ELEC

LV LV ELEC ELEC
LV

LV ELEC

ELEC LV LV

ELEC LV
ELEC

LV ELEC
LV

ELEC UP UP UP UP UP
R
W TRASH / LOADING UP 5%
UP 5% BIKE STORAGE ROOM FIRE PUMP ROOM BOOSTER PUMP ROOM VAN UP 5% UP 6.2% UP 2%

G MAILROOM PARCEL
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FEC FEC
FEC TRASH VESTIBULE ELECTRICAL ROOM STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 LV ELEC MPOE IDF UP DN 6.5% UP DN UP UP DN 2% UP
G
G
DN 8%
DN 4.67%
ELEC UP DN 4.67% DN 4.67%
DN 4.67% STORAGE DWELLING UNIT 485 200
3 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 690 200
4 R-2 DWELLING UNIT 1262 200
7 R-2 DWELLING UNIT 908 200
5 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 1436 200
8 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 1436 200
8 R-2 DWELLING UNIT 1015 200
6 R-2 DWELLING UNIT 953 200
5 R-2 DWELLING UNIT 1127 200
6 R-2 TRASH 53 300
1 R-2 ACCESSORY 87 300
1 R-2 MPOE 206 300
1 R-2 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 290.2 5.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" EXIT 41 STAIR 1 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 410.2 8.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" EXIT 41 STAIR 2 EXIT 42 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 220.2 4.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" STAIR 3 TOTAL INDOOR OCCUPANT LOAD = 124 124 OCCUPANTS/3 EXITS =41/42 OCC. PER EXIT FIRE WALL FIRE WALL CPET = 63'-2" CPET = 62'-9" CPET = 52'-9" L = 107'-8" L = 182'-11" L = 177'-7" OVERALL DIAGONAL DIMENSION = 309'-3 77/256" 1/3 OVERALL DIMENSION = 103'-2" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 234'-4 37/256" 1/3 OVERALL DIMENSION = 103'-2" STAIR 4 PARKING 16844 200 85 S-2 TOTAL PARKING OCCUPANT LOAD = 89 89 OCCUPANTS/3 EXITS =29/30 OCC. PER EXIT EXIT 29 EXIT 30 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 520.2 10.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 700.2 14" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" OVERALL DIAGONAL DIMENSION = 206'-8 127/128" 1/3 OVERALL DIMENSION = 68'-11" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1162'-10 95/128" 1/3 OVERALL DIMENSION = 68'-11" CPET = 28'-7" L = 111'-0" L = 169'-2" TRASH/LOADING 1209 300 5 R-2 FIRE PUMP 160 300
1 S-2 BOOSTER PUMP 170 300
1 S-2 BIKE STORAGE 435 300
2 S-2 EXIT 30 EXIT DISCHARGE MAIL 413 300
2 R-2 ELECTRICAL RM 340 300
2 R-2 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 280.2 5.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" 28 28 FRM
ABV EXIT DISCHARGE TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 420.2 8.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" 4229 FRM ABV EXIT DISCHARGE 70 ABV
51 FRM EXIT DISCHARGE TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 300.2 6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 300.2 6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" EXIT DISCHARGE 52 51 FRM ABV DINING AREA 525 15 35 A-3 FIRE PIT 546 15 37 A-3 TOTAL COURTYARD OCCUPANT LOAD = 72 72 OCCUPANTS/4 EXITS =36 OCC. PER EXIT EXIT 36 36 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 360.2 7.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 410.2 8.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" OVERALL DIAGONAL DIMENSION = 79'-0 33/256" 1/3 OVERALL DIMENSION = 26'-4" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 77'-3 187/256" 1/3 OVERALL DIMENSION = 26'-4" COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B FIRST FLOOR EXITING ANALYSIS BUILDING B - LEVEL 1 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1 A0-41 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013  City Council 23 – 3812/6/2022 

CORRIDOR VENTILATION SHAFT CORRIDOR VENTILATION SHAFT CORRIDOR VENTILATION SHAFT IDF FEC SP SP FEC FEC

FEC STORAGE LV ELEC ELEC

LV LV ELEC ELEC
LV

LV ELEC

ELEC LV LV
ELEC

LV ELEC
R W G UP 5% RAMP UP 93' (RUN) (5% SLOPE) = 4.65' (RISE) UP 3.5% DN 5% OPEN TO BELOW VAN
UP 5% UP DN UP EV EV EV EV
EV

EV EV EV
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FEC FEC

FEC FEC LV ELEC LV ELEC
LV ELEC STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 IDF UPDN LV
ELEC UP UP DN DNUP TRASH VESTIBULE DWELLING UNIT 485 200 3 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 1262 200
7 R-2 DWELLING UNIT 908 200
5 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 1436 200
8 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 1436 200
8 R-2 DWELLING UNIT 1262 200
7 R-2 DWELLING UNIT 953 200
5 R-2 DWELLING UNIT 1127 200
6 R-2 TRASH 84 300
1 R-2 ACCESSORY 87 300
1 R-2 ACCESSORY 157 300
1 R-2 ACCESSORY 79 300
1 R-2 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 450.2 9" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 450.3 REQUIRED STAIR WIDTH 13.5" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 28 STAIR 1 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 450.2 9" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 450.3 REQUIRED STAIR WIDTH 13.5" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 45 STAIR 2 EXIT 46 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 460.2 9.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 460.3 REQUIRED STAIR WIDTH 13.8" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" STAIR 3 TOTAL RESIDENTIAL OCCUPANT LOAD = 136 136 OCCUPANTS/3 EXITS =45/46 OCC. PER EXIT FIRE WALL HORIZONTAL EXIT AT FIRE WALL PROVIDED FOR ACCESSIBLE MEANS OF EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 FIRE WALL CPET = 63'-2" CPET = 62'-9" CPET = 52'-9" L = 115'-5" L = 194'-4" CPET = 48'-7" L = 177'-8" OVERALL DIAGONAL DIMENSION = 309'-6 185/256" 1/3 OVERALL DIMENSION = 103'-2" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 236'-0 27/256" 1/3 OVERALL DIMENSION = 103'-2" STAIR 4 PARKING 20444 200 103 R-2 TOTAL PARKING OCCUPANT LOAD = 103 103 OCCUPANTS/2 EXITS =51/52 OCC. PER EXIT EXIT 52 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 520.2 10.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 520.3 REQUIRED STAIR WIDTH 15.6" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" OVERALL DIAGONAL DIMENSION = 206'-8 127/128" 1/3 OVERALL DIMENSION = 68'-11" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 176'-3 217/256" 1/3 OVERALL DIMENSION = 68'-11" CPET = 28'-7" L = 181'-4" 51 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B SECOND FLOOR EXITING ANALYSIS BUILDING B - LEVEL 2 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1 A0-42 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013  City Council 23 – 3912/6/2022 

FEC SP SP FEC FEC

FEC LV ELEC ELEC

LV LV ELEC ELEC
LV

LV ELEC

LV ELEC
LV
ELEC

ELEC LV LV
ELEC

LV ELEC
R W G UP 5% UP 5%
UP 3.5% DN 5% UP DN UP EV EV EV
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FEC FEC

FEC FEC LV ELEC LV ELEC
LV ELEC STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 UPDN IDF DNUP UP UP DN TRASH VESTIBULE DWELLING UNIT 485 200 3 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 1262 200
7 R-2 DWELLING UNIT 908 200
5 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 1436 200
8 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 1436 200
8 R-2 DWELLING UNIT 1262 200
7 R-2 DWELLING UNIT 953 200
5 R-2 DWELLING UNIT 1127 200
6 R-2 TRASH 84 300
1 R-2 ACCESSORY 87 300
1 R-2 ACCESSORY 157 300
1 R-2 ACCESSORY 79 300
1 R-2 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 280.2 5.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 790.3 REQUIRED STAIR WIDTH 23.7" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 28 STAIR 1 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 280.2 5.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 280.3 REQUIRED STAIR WIDTH 8.4" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 28 STAIR 2 EXIT 29 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 290.2 5.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 280.3 REQUIRED STAIR WIDTH 8.7" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" STAIR 3 TOTAL RESIDENTIAL OCCUPANT LOAD = 85 85 OCCUPANTS/3 EXITS =28/29 OCC. PER EXIT FIRE WALL HORIZONTAL EXIT AT FIRE WALL PROVIDED FOR ACCESSIBLE MEANS OF EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 FIRE WALL CPET = 63'-2" CPET = 62'-9" CPET = 52'-9" L = 115'-5" L = 194'-4" CPET = 48'-7" L = 177'-8" OVERALL DIAGONAL DIMENSION = 309'-6 185/256" 1/3 OVERALL DIMENSION = 103'-2" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 236'-0 27/256" 1/3 OVERALL DIMENSION = 103'-2" STAIR 4 PARKING 20444 200 103 R-2 TOTAL PARKING OCCUPANT LOAD = 103 103 OCCUPANTS/2 EXITS =51/52 OCC. PER EXIT EXIT 51 EXIT 52 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 520.2 10.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 520.3 REQUIRED STAIR WIDTH 15.6" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 510.2 10.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" OVERALL DIAGONAL DIMENSION = 206'-8 127/128" 1/3 OVERALL DIMENSION = 68'-11" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1162'-10 95/128" 1/3 OVERALL DIMENSION = 68'-11" CPET = 28'-7" L = 111'-0" L = 169'-2" COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B THIRD FLOOR EXITING ANALYSIS BUILDING B - LEVEL 3 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1 A0-43 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013  City Council 23 – 4012/6/2022 

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LV ELEC

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ELEC LV LV
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LV ELEC LV ELEC LV ELEC
LV ELEC STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 UPDN IDF DNUP UP UP DN

R W G DN UP
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FEC FEC TRASH VESTIBULE DWELLING UNIT 485 200
3 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 1262 200
7 R-2 DWELLING UNIT 908 200
5 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 1436 200
8 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 1436 200
8 R-2 DWELLING UNIT 1262 200
7 R-2 DWELLING UNIT 953 200
5 R-2 DWELLING UNIT 1127 200
6 R-2 TRASH 84 300
1 R-2 ACCESSORY 87 300
1 R-2 ACCESSORY 157 300
1 R-2 ACCESSORY 79 300
1 R-2 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 280.2 5.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 790.3 REQUIRED STAIR WIDTH 23.7" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 28 STAIR 1 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 280.2 5.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 280.3 REQUIRED STAIR WIDTH 8.4" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 28 STAIR 2 EXIT 29 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 290.2 5.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 280.3 REQUIRED STAIR WIDTH 8.7" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" STAIR 3 TOTAL RESIDENTIAL OCCUPANT LOAD = 85 85 OCCUPANTS/3 EXITS =28/29 OCC. PER EXIT FIRE WALL HORIZONTAL EXIT AT FIRE WALL PROVIDED FOR ACCESSIBLE MEANS OF EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 FIRE WALL CPET = 63'-2" CPET = 62'-9" CPET = 52'-9" L = 115'-5" L = 194'-4" CPET = 48'-7" L = 177'-8" OVERALL DIAGONAL DIMENSION = 309'-6 185/256" 1/3 OVERALL DIMENSION = 103'-2" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 236'-0 27/256" 1/3 OVERALL DIMENSION = 103'-2" STAIR 4 PARKING 20444 200 103 R-2 TOTAL PARKING OCCUPANT LOAD = 103 103 OCCUPANTS/2 EXITS =51/52 OCC. PER EXIT EXIT 51 EXIT 52 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 520.2 10.4" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 520.3 REQUIRED STAIR WIDTH 15.6" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 510.2 10.2" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH MIN. 33.4" 36" OVERALL DIAGONAL DIMENSION = 206'-8 127/128" 1/3 OVERALL DIMENSION = 68'-11" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1162'-10 95/128" 1/3 OVERALL DIMENSION = 68'-11" CPET = 53'-3" L = 94'-5" L = 169'-2" COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B FOURTH FLOOR EXITING ANALYSIS BUILDING B - LEVEL 4 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1 A0-44 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013  City Council 23 – 4112/6/2022 

FEC SP SP FEC FEC

FEC LV ELEC ELEC

LV LV ELEC ELEC
LV

LV ELEC

LV ELEC
LV
ELEC

ELEC LV LV
ELEC

LV ELEC LV ELEC LV ELEC

LV ELEC
R W G STAIR B1 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 DN ELEVATOR MACHINE ROOM DN DN TRASH VESTIBULE ROOF ACCESS DWELLING UNIT 485 200 3 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 1262 200
7 R-2 DWELLING UNIT 908 200
5 R-2 DWELLING UNIT 1127 200
6 R-2 DWELLING UNIT 1436 200
8 R-2 DWELLING UNIT 1043 200
6 R-2 DWELLING UNIT 669 200
4 R-2 DWELLING UNIT 1436 200
8 R-2 DWELLING UNIT 1262 200
7 R-2 DWELLING UNIT 953 200
5 R-2 DWELLING UNIT 1127 200
6 R-2 TRASH 84 300
1 R-2 ACCESSORY 87 300
1 R-2 ACCESSORY 157 300
1 R-2 ACCESSORY 79 300
1 R-2 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 280.2 5.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 280.3 REQUIRED STAIR WIDTH 8.4" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 28 STAIR 1 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 280.2 5.6" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 280.3 REQUIRED STAIR WIDTH 8.4" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" EXIT 28 STAIR 2 EXIT 29 TOTAL OCCUPANTS REQUIRED OPENING WIDTH EGRESS WIDTH PER OCCUP EGRESS OPENING WIDTH 290.2 5.8" PROPOSED DOOR WIDTH PROPOSED OPENING WIDTH TOTAL OCCUPANTS EGRESS WIDTH PER OCCUP STAIR WIDTH 280.3 REQUIRED STAIR WIDTH 8.7" PROPOSED STAIR WIDTH 48" MIN. 33.4" 36" STAIR 3 TOTAL OCCUPANT LOAD = 85 85 OCCUPANTS/3 EXITS =28/29 OCC. PER EXIT FIRE WALL HORIZONTAL EXIT AT FIRE WALL PROVIDED FOR ACCESSIBLE MEANS OF EGRESS ONLY PER CBC 1009.2.1 EXCEPTION 1 FIRE WALL CPET = 63'-2" CPET = 62'-9" CPET = 52'-9" L = 115'-5" L = 194'-4" CPET = 48'-7" L = 177'-8" OVERALL DIAGONAL DIMENSION = 309'-6 185/256" 1/3 OVERALL DIMENSION = 103'-2" AT LEAST 2 EXIT SHALL BE SEPARATEDBY NOT LESS THAN 1/3 THE OVERALL DIMENSION - CBC SEC 1007.1.1 236'-0 27/256" 1/3 OVERALL DIMENSION = 103'-2" COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B FIFTH FLOOR EXITING ANALYSIS BUILDING B - LEVEL 5 EXITING ANALYSIS SCALE: 3/32"=1'-0" 1 A0-45 3-HR FIRE WALL - SEE AD-26 1. REFER TO FIRE PROTECTION NOTES . 1.1. PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM 1.2. PROVIDE FIRE ALARM SYSTEM 1.3. PROVIDE STANDPIPES 2. PROVIDE MEANS OF EGRESS IDENTIFICATION PER CBC SECTION 1013: 2.1. EXIT SIGNS (EXCEPT TACTILE SIGNS) SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2.2. TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATION (REFER TO SEGMENT FLOOR PLANS FOR SPECIFIC LOCATIONS): A) EACH GRADE LEVEL EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1013.4. B) EXIT DOORS REQUIRED TO COMPLY WITH CBC SECTION 1011.1, AND LEAD DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP SHALL BE IDENTIFIED AS: i) "EXIT STAIR DOWN" ii) "EXIT RAMP DOWN" iii) "EXIT STAIR UP" iv) "EXIT RAMP UP" 2.3 INTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.5. 2.4 EXTERNALLY ILLUMINATED EXIT SIGNS SHALL CONFORM WITH CBC SECTION 1013.6. A) EXIT SIGN GRAPHICS SHALL COMPLY WITH CBC SECTION 1013.6.1. B) THE FACE OF EXIT SIGN SHALL BE ILLUMINATED WITH AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (45 LUX). C) EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. D) PROVIDE BACKUP POWER IN CASE OF PRIMARY POWER LOSS IN CONFORMANCE WITH CBC SECTION 1013.6.3. 2.5 ADDITIONAL EXIT SIGNS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT CHANGE DURING FINAL INSPECTION. 3. PROVIDE FIRE EXTINGUISHERS: 3.1. PROVIDE A MINIMUM OF ONE 2-A:10-B:C (2A:20BC WITHIN 50'-0" AT GARAGE) CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 3.2. ADDITIONAL FIRE EXTINGUISHERS MAY BE REQUIRED AND LOCATIONS ARE SUBJECT TO CHANGE DURING FINAL INSPECTION. 4. EACH DWELLING UNIT SHALL HAVE PERMANENTLY WIRED SMOKE ALARMS WITH BATTERY BACKUP INSIDE EACH BEDROOM AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO SLEEPING AREAS. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE UNIT. 5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8. 6. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL NOT LESS ONE FOOT CANDLE AT WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 7. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A. 1. THE ACCESSIBLE MEANS OF EGRESS SYSTEM CONSISTS OF THE FOLLOWING: A. ACCESSIBLE ROUTE -SAME AS PATH OF EGRESS (INDICATED IN LEGEND AND SHOWN BY SYMBOL) B1. ELEVATOR REQUIRED PER CBC 1009.2.1 ONE ELEVATOR IS REQUIRED ACCESSIBLE MEANS OF EGRESS AND IS COMPLYING WITH SECTION 1009.4. OR B2. ELEVATOR NOT REQUIRED PER CBC 1009.2.1 AND EXCEPTION #1, ELEVATOR IS NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS. C. INTERIOR STAIRWAYS: INTERIOR STAIRWAYS COMPLY WITH CBC 1009.3 EXCEPTIONS #2 AND #5. REQUIRED STAIR WIDTH (CBC 1005.3.1) OCCUPANT LOAD X 0.3" = (REQ'D STAIR WIDTH) REQUIRED DOOR AND OTHER EGRESS COMPONENTS WIDTH (CBC 1005.3.2 ) OCCUPANT LOAD X 0.2" = REQ'D WIDTH OF EGRESS COMPONENTS AREAS CALCULATED S-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 400 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 R-2 EXITING REQUIREMENTS: BASED ON CBC TABLE 1004.5: (200 GROSS SF) PER OCCUPANT TRAVEL DISTANCE PER CBC TABLE 1017.2 250 FEET W/ FIRE SPRINKLERS PER CBC 903.3.1.1 OR 903.3.1.2 DISTANCE BETWEEN EXITS SHALL COMPLY WITH CBC 1007.1.1 EXIT ACCESS TRAVEL DISTANCE, SEE ALSO TRAVEL DISTANCE SCHEDULE MOST REMOTE POINT TO EXIT ACCESS HORIZONTAL EXIT EXIT AND OCCUPANT LOAD OCCUPANT SPACE/FUNCTION OCCUPANT LOAD SF/OCCUPANT OCCUPANCY TYPE FIRE EXTINGUISHER CABINET MAX. 75'-0" O.C., SEE DETAIL Name 10000 SF 100 50 R-2 XX
EXIT
00 OCCUPANT LOAD SCHEDULE Name Area Occ. Load Factor Occ. Load HE XX XX.XX FLOOR AREA # OF OCCUPANTS F.E.C. STANDPIPE EXIT PLAN NOTES SYMBOL LEGEND ACCESSIBLE MEANS OF EGRESS L = XX' CPET = XX' COMMON PATH OF EGRESS TRAVEL DISTANCE INTERIOR EXIT STAIR HORIZONTAL EXIT REFUGE AREA EXIT SIGN PER CBC SECTION 1013  City Council 23 – 4212/6/2022 

COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL ADDRESSING PLANS & USPS APPROVAL A0-95  City Council 23 – 6512/6/2022 
ADDRESSING PLANS & USPS APPROVAL A0-96 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 6612/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-97 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 6712/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-98 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 6812/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-99 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 6912/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-100 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 7012/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-101 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 7112/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-102 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 7212/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-103 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 7312/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-104 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 7412/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-105 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 7512/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-106 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 7612/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-107 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 7712/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-108 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 7812/6/2022  ADDRESSING PLANS & USPS APPROVAL A0-109 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 7912/6/2022  City Council 23 – 80 12/6/2022
POLICE DEPARTMENT BUILDING SECURITY REGULATIONSA1-21 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 8112/6/2022  POLICE DEPARTMENT BUILDING SECURITY REGULATIONS A1-22 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 8212/6/2022  POLICE DEPARTMENT BUILDING SECURITY REGULATIONS A1-23 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 8312/6/2022 

COFFEE/HOSPITALITY TRASH RECY TV

U/C REF WATER BOTTLE
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TRASH RECY CUBBIES
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150'
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150' ROOF ACCESS STAIR ROOF ACCESS STAIR - DIRECT ACCESS TO LEVEL 3 POOL DECK ROOF ACCESS STAIR 8' MIN.

PARKING
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8' MIN.

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FIRE LANE 8'-0" PARKING 24'-0" FIRE LANE 20' MIN. 8'-0" PARKING 97' 8'-0" PARKING 24'-0" FIRE LANE 20' MIN. 8'-0" PARKING 20'-0" MIN.

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FIRE LANE EXISTING 1-STORY AUTO SHOP 20'-0" MIN. FIRE LANE 1 2
2 1
1 27'-6" ROOF ACCESS STAIR ROOF ACCESS STAIR ROOF ACCESS STAIR 3 3 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL FIRE ACCESS PLAN A1-30 1. PROVIDE AN ELECTRIC KNOX BOX KEYED OVERRIDE SWITCH BUILDING ENTRANCE 150' HOSE MAX PULL W/ FIRE TRUCK 150' HOSE PULL STANDPIPE IN STAIR ENCLOSURES FIRE WALL FIRE HYDRANT XX ACTUAL HOSE PULL FROM STANDPIPE OR FIRE HYDRANT FIRE ACCESS TO THE ENTRY DOOR OF FURTHEST UNIT IS NO MORE THAN 300' MAX FROM FIRE HYDRANT (AS DEMONSTRATED): 150' MAX FROM THE FIRE HYDRANT TO THE BUILDING ACCESS POINT + 150' MAX TO THE UNIT ENTRY DOOR EXPOSED STANDPIPE OR IN WALL WITH ACCESS PANEL - CLASS I *KB KNOX BOX KOS KEYED OVERRIDE SWITCH FIRE HYDRANTS PER FIRE CODE SEC 57.09.06.B ALL PORTIONS OF THE EXTERIOR WALLS IS NO MORE THAN 300' FROM A PUBLIC OR PRIVATE FIRE HYDRANT. FIRE APPARATUS ACCESS ROADS PER FIRE CODE SEC 503.1.1 THE FIRE APPARATUS ACCESS ROAD SHALL EXTEND TO WITHIN 150 FEET OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. 1 6' TALL SECURITY GATE 2 3' TALL SWING GATE - NO LATCHING OR LOCKING MECHANISM TO BE INSTALLED FIRE ACESS LANES ALL FIRE ACCESS LANES AROUND THE SITE ARE MARKED WITH PRE-EXISTING SIGNAGE. STAIR ENCLOSURE ELEVATOR SHAFT3 BUILDING ADDRESS SIGNAGE. REFER TO ELEVATIONS. FIRE ACCESS PLAN SCALE: 1"=20' 1  City Council 23 – 8412/6/2022 

COFFEE/HOSPITALITY TRASH RECY TV

U/C REF WATER BOTTLE
FILLER

TRASH RECY CUBBIES
W R F
41'-3"

UNLIMITED OPNG
40'-4"
UNLIMITED OPNG 33'-4" UNLIMITED OPNG 43'-4" UNLIMITED OPNG 32'-11" UNLIMITED OPNG 36'-3" UNLIMITED OPNG 40'-6" UNLIMITED OPNG 44'-4"

UNLIMITED OPNG
33'-5 23/128"

UNLIMITED OPNG COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL EXTERIOR OPENING ANALYSIS BUILDING A A1-50 FIRE SEPARATION DISTANCE LEVEL 1 SCALE: 1/16"=1' 1 OPENING AREA USED FOR ANALYSIS WALL AREA USED FOR ANALYSIS 10' TO <15' 45% OPNG MAX FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION OPENING ANALYSIS LEGEND (X) SF X SF IMAGINARY LOT LINE PROPERTY LINE CENTERLINE OF STREET  City Council 23 – 8712/6/2022  E
E
D
D
D
E

G R W SP SP
LV

LV ELEC

LV ELEC
ELEC
LV
ELEC
LV
LV

ELEC LV ELEC LV ELEC LV
ELEC

LV ELEC
LV

ELEC LV ELEC LV ELEC
LV ELEC EV FEC UP DN DNUP (2)WARMING D/W ICE REF U/C MICRO DRAWERS TRASHRECY

UNLIMITED OPNG
40'-4"
UNLIMITED OPNG 34'-11" UNLIMITED OPNG 40'-1" UNLIMITED OPNG 41'-6"

UNLIMITED OPNG
34'-9"
UNLIMITED OPNG 38'-2" UNLIMITED OPNG 44'-4" UNLIMITED OPNG 12'-10"
45% OPNG 10'-11 103/256" 45% OPNG 11'-3" 45% OPNG 91'-0" UNLIMITED OPNG 27'-9" UNLIMITED OPNG COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL EXTERIOR OPENING ANALYSIS BUILDING B A1-52 FIRE SEPARATION DISTANCE LEVEL 1 SCALE: 1/16"=1' 1 OPENING AREA USED FOR ANALYSIS WALL AREA USED FOR ANALYSIS 10' TO <15' 45% OPNG MAX FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION OPENING ANALYSIS LEGEND (X) SF X SF IMAGINARY LOT LINE PROPERTY LINE CENTERLINE OF STREET  City Council 23 – 8912/6/2022  UNIT 1.1F UNIT 2.2P CORRIDOR UNIT 2.2P UNIT 1.1F UNIT 1.3B UNIT 2.1Q CORRIDOR UNIT 4.1L UNIT 4.1M UNIT 3.1B ELECTRICAL ROOM UNIT 3.1A H
D
H
D
H
D
H
D
H
D
P
L
A
N
E
F 20< UNLIMITED OPENINGS ALLOWED 10' TO <15' 45% OPEN 20< UNLIMITED OPENINGS ALLOWED 5 1139 S. F. 354 S.F. 31.1%
4 1139 S. F. 354 S.F. 31.1%
3 1139 S. F. 354 S.F. 31.1%
2 1,139 S.F. 354 S.F. 31.1%
1 1,252 S.F. 282 S.F. 22.5% OK
(1252 S.F.) 18 S.F. 24 S.F. 24 S.F. 18 S.F. 24 S.F. 24 S.F. 24 S.F. 36 SQ. FT. 24 S.F. 24 S.F. 18 S.F. 24 S.F.(1139 S.F.) 24 S.F. 24 S.F. 18 S.F. 24 S.F. 24 S.F. 24 S.F. 36 SQ. FT. 24 S.F. 24 S.F. 18 S.F. 24 S.F. 35 S.F. 55 S.F.(1139 S.F.) 24 S.F. 24 S.F. 18 S.F. 24 S.F. 24 S.F. 24 S.F. 36 SQ. FT. 24 S.F. 24 S.F. 18 S.F. 24 S.F. 35 S.F. 55 S.F.(1139 S.F.) 24 S.F. 24 S.F. 18 S.F. 24 S.F. 24 S.F. 24 S.F. 36 SQ. FT. 24 S.F. 24 S.F. 18 S.F. 24 S.F. 35 S.F. 55 S.F.(1139 S.F.) 24 S.F. 24 S.F. 18 S.F. 24 S.F. 24 S.F. 24 S.F. 36 SQ. FT. 24 S.F. 24 S.F. 18 S.F. 24 S.F. 35 S.F. 55 S.F.

H
D
H
D
H
D
H
D
H 20< UNLIMITED OPENINGS ALLOWED 10' TO <15' 45% OPEN
5 363 S. F. 32 S.F. 8.8%
4 363 S. F. 32 S.F. 8.8%
3 363 S. F. 32 S.F. 8.8%
2 363 S.F. 32 S.F. 8.8%
1 399 S.F. 10 S.F. 2.5% OK 18 S.F. 18 S.F. 18 S.F. 18 S.F. 10 S.F. 14 S.F. 14 S.F. 14 S.F. 14 S.F. (399 S.F.)
(363 S.F.)(363 S.F.)(363 S.F.)(363 S.F.) COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL EXTERIOR OPENING ANALYSIS BUILDING B A1-53 BUILDING B EAST ELEVATION SCALE: 1/8"=1' 1 OPENING AREA USED FOR ANALYSIS WALL AREA USED FOR ANALYSIS 10' TO <15' 45% OPNG MAX FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION OPENING ANALYSIS LEGEND (X) SF X SF IMAGINARY LOT LINE PROPERTY LINE CENTERLINE OF STREET BUILDING B SOUTH ELEVATION SCALE: 1/8"=1'1  City Council 23 – 9012/6/2022  9 8.8
8 7
6 5 4.3
3 128.58' 140.46' 150.54' 160.63'
5 439'-4" 439'-4" 100%
4 617'-4" 356-11" 57.8%
3 617'-4" 207'-6" 33.6%
2 617'-4" 186'-4" 30.1%
1 617'-4" 177'-4" 28.7%
4 2,708 S.F. 907 S.F. 33.4%
3 5,625 S.F. 1,325 S.F. 23.5%
2 5,549 S.F. 1,191 S.F. 21.4%
1 6,243 S.F. 1,305 S.F. 20.9% 241 S.F. 166 S.F. 166 S.F. 166 S.F. 181 S.F. 192 S.F. 192 S.F. 192 S.F. 181 S.F. 181 S.F. 181 S.F. 167 S.F. 167 S.F. 167 SQ. FT. 853 S.F. 853 S.F. 853 S.F. TIER 1 TIER 2 TIER 1 TIER 3 634 S.F. TIER 2 634 S.F. TIER 3 634 S.F. TIER 4 673 S.F. 3 283 S.F. 704 S.F. 237.8% 2 283 S.F. 526 S.F. 177.7%
1 309 S.F. 539 S.F. 176.0%
A
B C.2
D
G G.7
K
L
M 128.58' 140.46' 150.54' 160.63'
F A2-42 161 S.F. 161 S.F. 161 S.F. 162 S.F. 138 S.F. 138 S.F. 134 S.F. 186 S.F. 186 S.F. 212 S.F. TIER 1 TIER 2 TIER 3 1221 S.F. 1059 S.F. 1059 S.F. EXTERIOR OPENING ANALYSIS BUILDING A GARAGE A1-54 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL OPENING AREA USED FOR ANALYSIS WALL AREA USED FOR ANALYSIS 10' TO <15' 45% OPNG MAX FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION OPENING ANALYSIS LEGEND (X) SF X SF IMAGINARY LOT LINE PROPERTY LINE CENTERLINE OF STREET BUILDING A - GARAGE NORTH ELEVATION SCALE: 1/8"=1' 1 BUILDING A - GARAGE WEST ELEVATION SCALE: 1/8"=1'2
 City Council 23 – 9112/6/2022  945 S.F. 837 S.F. 837 S.F. 845 S.F. TIER 1 TIER 2 TIER 3 TIER 4 1114 S.F. 991 S.F. 977 S.F. TIER 1 TIER 2 TIER 3 REFER TO A1-54 FOR INFORMATION NOT SHOWN REFER TO A1-54 FOR INFORMATION NOT SHOWN 1437 S.F. 1175 S.F. 1237 S.F. 1237 S.F. TIER 1 TIER 2 TIER 3 TIER 4 EXTERIOR OPENING ANALYSIS BUILDING A GARAGE A1-55 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A - GARAGE SOUTH ELEVATION SCALE: 1/8"=1' 1 BUILDING A - GARAGE EAST ELEVATION SCALE: 1/8"=1'2 OPENING AREA USED FOR ANALYSIS WALL AREA USED FOR ANALYSIS 10' TO <15' 45% OPNG MAX FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION OPENING ANALYSIS LEGEND (X) SF X SF IMAGINARY LOT LINE PROPERTY LINE CENTERLINE OF STREET  City Council 23 – 9212/6/2022  22 20 17 15 14 11
8 169 S.F. 151 S.F. 131 S.F. 289 S.F. TIER 1 761 S.F. 208 S.F. TIER 1 904 S.F. TIER 2 860 S.F. TIER 2 675 S.F. TIER 3 645 S.F. TIER 3 623 S.F. 4 367'-5" 367'-5" 100.0%
3 616'-8" 286'-5" 46.4%
2 616'-8" 213'-5 1/2" 34.6%
1 616'-8" 205'-8 1/2" 33.3%
3 5,415 S.F. 1,884 S.F. 34.7%
2 5,572 S.F. 1,210 S.F. 21.7%
1 6,590 S.F. 1,305 S.F. 19.8%
3 369 S.F. 644 S.F. 174.5%
2 369 S.F. 644 S.F. 174.5%
1 405 S.F. 676 S.F. 166.9% 179 S.F. 183 S.F. 183 S.F. 195 S.F. 161 S.F. 220 S.F. 169 S.F.

L
K
J H.7
H
E
D
A 160 S.F. 242 S.F. 235 S.F. 242 S.F. TIER 1 1281 S.F. TIER 2 1057 S.F. TIER 3 1059 S.F. 253 S.F. 258 S.F. 235 S.F. EXTERIOR OPENING ANALYSIS BUILDING B GARAGE A1-56 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL OPENING AREA USED FOR ANALYSIS WALL AREA USED FOR ANALYSIS 10' TO <15' 45% OPNG MAX FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION OPENING ANALYSIS LEGEND (X) SF X SF IMAGINARY LOT LINE PROPERTY LINE CENTERLINE OF STREET BUILDING B - GARAGE NORTH ELEVATION SCALE: 1/8"=1' 1 BUILDING B - GARAGE EAST ELEVATION SCALE: 1/8"=1'2
 City Council 23 – 9312/6/2022  TIER 1 2173 S.F. TIER 2 1866 S.F. TIER 3 1866 S.F. REFER TO A1-56 FOR INFORMATION NOT SHOWN TIER 2 1142 S.F. TIER 3 1222 S.F. TIER 1 1471 S.F. REFER TO A1-56 FOR INFORMATION NOT SHOWN EXTERIOR OPENING ANALYSIS BUILDING B GARAGE A1-57 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL OPENING AREA USED FOR ANALYSIS WALL AREA USED FOR ANALYSIS 10' TO <15' 45% OPNG MAX FIRE SEPARATION DISTANCE BASED ON SITE ADJACENCIES MAXIMUM ALLOWABLE OPENING BASED ON FIRE SEPARATION DISTANCE; SEE CBC TABLE 705.8 EXTENTS OF A SPECIFIED FIRE SEPARATION DISTANCE ON ELEVATION OPENING ANALYSIS LEGEND (X) SF X SF IMAGINARY LOT LINE PROPERTY LINE CENTERLINE OF STREET BUILDING B - GARAGE SOUTH ELEVATION SCALE: 1/8"=1' 1 BUILDING B - GARAGE WEST ELEVATION SCALE: 1/8"=1'2
 City Council 23 – 9412/6/2022  1 20
1 4.4 5.2 6.2 7.2 8.2 8.5 10.3 11 12 13
LL.6
L P.5R
T
R
TH.8
P
P
N
N
Q
Q
S
S 8.7 9.6 9.7 10.110.2 Q.1 Q.2 P.7
2 2.1 11.2 11.511.7
M R.5 S.4 P.4 P.2 P.3 P.6 N.1 N.4 N.2 N.3
MM.1 M.2 M.4 M.3 244'-6" 4'-5" 2'-5" 24'-5 1/2" 27'-7 1/2" 30'-1" 30'-4" 30'-4" 16'-3 1/2" 31'-11 1/2" 14'-1" 27'-0" 5'-6" 16'-8 5/8" 13'-9" 4'-5" 17'-9 1/2" 2'-7 1/2" 3'-9" 1'-4" 2'-0 1/2" 3'-7 1/2" 12'-2 1/2" 5'-4 7/8" 5'-9 1/8" 108'-10"
9'-1" 8'-2 1/2" 22'-3 1/2" 21'-7 1/4" 18'-7 1/2" 9'-2 3/4" 7'-2 3/4"
2'-11 3/4"
9" 11'-4" 6'-3" 8'-3 1/4" 1'-7 3/4" 4'-6"
116'-5 7/8"
9'-1 1/8" 8'-2 1/2" 19'-9 1/2" 22'-3 1/2" 21'-7 1/4" 18'-7 1/2" 9'-2 3/4" 5'-8 5/8"3'-4 1/2" 3'-10 1/2" 1'-2 3/4" 9" 2'-10 1/2" 1'-1 1/4"11'-1 3/4" 2'-6 1/2" 1'-0" 1'-3 3/4" 2 3/4"
9'-0 3/4" 7'-7 3/4" 4.8 5.5
19'-9 1/2" LV ELEC RETAIL RESTAURANT KITCHEN/ STORAGE PUBLIC LOBBY

LV ELEC
LV
ELEC
LV
ELEC CORRIDOR VENTILATION SHAFT (2) FUTURE GREASE SHAFTS ABOVE CORRIDOR VENTILATION SHAFT UP UP UP UP UP TURN-AROUND SPOT TRASH / LOADING VAN BIKE FIRE PUMP ROOM BOOSTER PUMP ROOM STAIR A1 STAIR A2 TURN AROUND SPOT VAN VAN 3.2 3.4
4 5 5.1
6 7
8 8.8
9 10
BAC.2C
D
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FG
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3 4.3 8.9 185'-4" 16'-4" 31'-6" 28'-6" 31'-6" 30'-0" 31'-6" 16'-0" 1'-5" 3'-8" 11'-3" 2'-9" 1'-3" 2'-8" 1'-6" 123'-4"
13'-3" 30'-0" 13'-6" 4'-0" 13'-4" 30'-2" 14'-8" 1'-8"
2'-9" 2'-3"3'-10" 9"
J
2'-9"
2'-0" 6.1 UP 5% 123.44' 123.44' 123.44' 123.44' 124.04' 124.04' 124.04' 124.04' 127.04' 127.04' 127.04' 127.04' 127.04' 128.58' 128.58' 128.58' 128.58' 127.04' 128.58' 128.58' 124.70' 123.87' 123.14' 124.90' 124.90' 124.47' 125.07' 124.57' 124.72' 125.02' 124.49' 123.87' 124.52' 126.56' 127.36' 124.90' UP 5% UP 2% UP 5%
EV EV EV DN 4.5%
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DN 2.2% UP UP UP MPOE DN 4.5% 1.8% DN DN

1.8% DN 1.5%DN 4.5% DN

4.5% DN

1.3% DN 1.5% DN

4.5% TV

TRASH RECY REF SP SP
W R F
FEC
FEC
FEC
ELEC UP FITNESS LEASING OFFICE TRASH VESTIBULE UNIT 0.3A A101 A5-03 1 A2-21
2 A2-20
2 A2-21 UNIT 4.1A-R A102 A5-33UNIT 1.3A A103 A5-14 UNIT 2.1D-R A104 A5-22 UNIT 3.3A A105 A5-40 UNIT 3.2A A106 A5-38 3 3 3
4 3
3 33
3 3 3 3
3 3 3 3 3 3
3 333
3 4
4 4 4 4 4 4
4 4 4 4 4 4 4
6 6
6 7
7 7
7 7
A A2-40B A2-40
E A2-42
D A2-41
CA2-41
3 3 6 7
1 A5-74
1 A5-76
1 A5-72
1 A5-70
2 A5-90
1 A5-94
1 A5-54
1 A5-50
1 A5-52
1'-0" 50'-5" 16'-5 1/2" 25'-0" 7'-6" 7'-2 1/2" 2'-5" 1'-0" 10'-3" 1'-0 3/4" 126'-7"
9" 53'-2" 36'-2" 6" 36'-0"
18'-4" 42'-10 1/2"
18'-4" 43'-0 1/2" 2"
11'-0 1/4" A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A111 A112 A113 A115 A117 A116 A118 A119 A120 A121 A122 A123 A124 A125 A126A127 A128 A129 A130 A131 A132 A134 A133 A135 A136 A137 A138A139 A140 A141 A143 A142 A114 A144 14 10A 11 14'-5"
13'-4" 12'-0" 2'-0" 33'-4"
F A2-42
GA2-43
1 A2-20 BUILDING A FIRST LEVEL FLOOR PLAN BUILDING A FIRST FLOOR PLAN SCALE: 3/32"=1'-0" 1 A2-11 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING COMPOSITE PLAN NOTES 6 AD-31 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON 7. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FOR SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. - AD-XX ALL AD-02.1 ALL AD-01 TO KEYNOTES MECHANICAL SHAFT - SEE MECHANICAL DWGS LINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. BUILDING PLAN LEGEND DOOR SYMBOL FLOOR DRAIN - SEE PLMB XX WINDOW & STOREFRONT SYMBOL - A7-20
- A7-40 X FEC AD-XX DS DOWNSPOUT
X AD-XX WATERPROOF TRAFFIC COATING FD DIRECTION OF SLOPE - 1/4" / FT U.N.O.

X AD-XX 3-HR RATED FIRE WALL CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) ALL AD-20 18 AD-22 12 - A7-10
- A7-30 ACCESSIBLE PARKING SPACE
X AD-XXX AD-XX WATERPROOF TRAFFIC COATING FRAMED WALL - 6" METAL STUD CONCRETE COLUMN MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. FULL HEIGHT STEEL FENCING -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" 16 AD-31 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEX AD-XX FRAMED WALL - 3-5/8" METAL STUD AIRCRAFT CABLE VEHICULAR BARRIER SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB -6" TOC X AD-XX CONCRETE WHEEL STOP DETECTABLE WARNINGS, MIN 36" WIDEX AD-XX CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) COLUMN CAP CMU WALL - SEE STRUCTURAL FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB CONCRETE WALL - SEE STRUCTURAL CONCRETE STRUCTURAL SLAB TRANSITIONS 3 RETAIL PARKING SPACE4 GUEST PARKING SPACE5 EV READY SPACE (FUTURE) 6 EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 10 3 AD-31 12 AD-31 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 2-HR RATED FIRE BARRIER STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 1314 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB N
 City Council 23 – 9512/6/2022  1 4.4 5.2 6.2 7.2 8.2 8.5 10.3 11 12 13
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S 8.7 9.6 9.7 10.110.2 Q.1 Q.2 P.7
2 2.1 11.2 11.511.7
M R.5 S.4 P.4 P.2 P.3 P.6 N.1 N.4 N.2 N.3
MM.1 M.2 M.4 M.3 244'-6" 4'-5" 2'-5" 24'-5 1/2" 27'-7 1/2" 30'-1" 30'-4" 30'-4" 16'-3 1/2" 31'-11 1/2" 14'-1" 27'-0" 5'-6" 16'-8 5/8" 13'-9" 4'-5" 17'-9 1/2" 2'-7 1/2" 3'-9" 1'-4" 2'-0 1/2" 3'-7 1/2" 12'-2 1/2" 5'-4 7/8" 5'-9 1/8" 108'-10"
9'-1" 8'-2 1/2" 22'-3 1/2" 21'-7 1/4" 18'-7 1/2" 9'-2 3/4" 7'-2 3/4"
2'-11 3/4"
9" 11'-4" 6'-3" 8'-3 1/4" 1'-7 3/4" 4'-6"
116'-5 7/8"
9'-1 1/8" 8'-2 1/2" 19'-9 1/2" 22'-3 1/2" 21'-7 1/4" 18'-7 1/2" 9'-2 3/4" 5'-8 5/8"3'-4 1/2" 3'-10 1/2" 1'-2 3/4" 9" 2'-10 1/2" 1'-1 1/4"11'-1 3/4" 2'-6 1/2" 1'-0" 1'-3 3/4" 2 3/4"
9'-0 3/4" 7'-7 3/4" 4.8 5.5
19'-9 1/2" LV ELEC RETAIL RESTAURANT KITCHEN/ STORAGE PUBLIC LOBBY

FEC FEC
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LV
ELEC ELEV A1 ELEV A2 IDF CORRIDOR VENTILATION SHAFT UP
DN 2.2% UP UP UP MPOE DN 4.5% 1.8% DN DN

1.8% DN 1.5%DN 4.5% DN

4.5% DN

1.3% DN 1.5% DN

4.5% TV

TRASH RECY REF SP SP
W R F
FEC
FEC
FEC

ELEC UP FITNESS LEASING OFFICE TRASH VESTIBULE
1 A2-21
2 A2-20
2 A2-21
A A2-40B A2-40
E A2-42
D A2-41
C A2-41
F A2-42
GA2-43
1 A2-20 123.21' 123.00' TSS 123.21' TSS 122.66' TSS 122.66' TSS 122.66' 123.65' 123.38' 123.30' 122.75' 122.75' 122.66' 122.66' 122.66' 123.50' 122.66' DN 4.5% DN 4.5% 124.17' 124.17' TSSDN 6.1% 124.17' 123.21' 124.80' 124.80' TSS 122.72' 122.66' 124.70' 124.68' 125.77' TSS 124.68' TSS 122.66' TSS 124.70' TSS 124.70' 124.05' 124.05' 123.38' 124.05' TSS 123.21' BUILDING A FIRST LEVEL SLAB PLAN FIRST LEVEL OVERALL SLAB PLAN SCALE: 1/16"=1'-0" 1 COPYRIGHT C A2-11S
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL FD FLOOR DRAIN KEYPLAN SLAB PLAN NOTES SYMBOL LEGEND DIRECTION OF SLOPE - 1/4" / FT U.N.O. CONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLAB DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O. CONCRETE SLAB ON GRADE PER LANDSCAPE CONCRETE SLAB OVER STRUCTURAL FOAM - SEE STRUCTURAL FOR ADDITIONAL INFORMATION 1. TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONAL DIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMING ALIGNMENT" DETAIL BELOW. 2. SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP. 3. AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES, SUPPORTS, ETC. ACCORDINGLY. 4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES. 5. PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS. 6. PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALL REVIEW AND APPROVE THE FOUNDATION EXCAVATIONS. 7. PROVIDE PENETRATION FIRESTOP SYSTEMS PER 8. AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE AND CONCRETE SUBSTRATE, TYP. U.N.O. 9. PROVIDE VAPOR BARRIER BELOW ON-GRADE SLABS WHERE MOISTURE-SENSITIVE FLOOR COVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER - SEE GEOTECH REPORT. 10. ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILD ELEMENTS THAT MAY REQUIRE EMBED PLATES. 11. STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOW THE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURAL DRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY. -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" CONCRETE STRUCTURAL SLAB TRANSITIONS SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB SLAB & FRAMING ALIGNMENT CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND STRL FOR ADDITIONAL INFORMATION

X AD-XX
X AD-XX FD 2 STAGE FLOOR DRAIN
X AD-XXX AD-XX -6" TOC DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE WATERPROOF TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS), TYP, U.N.O. DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE DECORATIVE PAVING PER LANDSCAPE. 6" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS) U.N.O. TOOLED CONTROL JOINT IN CONCRETE TOPPING SLAB CONCRETE SLAB OPENINGX AD-XX X AD-XXX AD-XXX AD-XXX AD-XX ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO COORDINATE WITH ARCHITECT. EXTERIOR FINISH ALIGN EXTERIOR FINISH MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE ARCH AND STRL PLANS IF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM "Z" FLASHING OR SIMILAR APPROVED MATERIAL ALTERNATIVELY:PROVIDE SUITABLE FILL MATERIAL OR EXTEND CONCRETE SLAB TO ALIGN WITH EXTERIOR WALL SUBSTRATE. GC TO COORDINATE WITH ARCHITECT MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE ARCH AND STRL PLANS TYP ELEVATED SLAB DIMENSION POINT PER FLOOR PLAN DIMENSION POINT PER FLOOR PLAN

B TYP SLAB ON GRADE

A WALL ASSEMBLY PER PLAN WALL ASSEMBLY PER PLAN
N
 City Council 23 – 9612/6/2022 

LV ELEC
1 201 4.4 5.2 6.2 7.2 8.2 8.5 10.3 11 12 13
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2 2.1 11.2 11.511.7
M R.5 S.4 P.4 P.2 P.3 P.6 N.1 N.4 N.2 N.3
MM.1 M.2 M.4 M.3 244'-6" 4'-5" 2'-5" 24'-5 1/2" 27'-7 1/2" 30'-1" 30'-4" 30'-4" 16'-3 1/2" 31'-11 1/2" 14'-1" 27'-0" 5'-6" 16'-8 5/8" 13'-9" 4'-5" 17'-9 1/2" 2'-7 1/2" 3'-9" 1'-4" 2'-0 1/2" 3'-7 1/2" 12'-2 1/2" 5'-4 7/8" 5'-9 1/8" 108'-10"
9'-1" 8'-2 1/2" 22'-3 1/2" 21'-7 1/4" 18'-7 1/2" 9'-2 3/4" 7'-2 3/4"
2'-11 3/4"
9" 11'-4" 6'-3" 8'-3 1/4" 1'-7 3/4" 4'-6"
116'-5 7/8"
9'-1 1/8" 8'-2 1/2" 19'-9 1/2" 22'-3 1/2" 21'-7 1/4" 18'-7 1/2" 9'-2 3/4" 5'-8 5/8"3'-4 1/2" 3'-10 1/2" 1'-2 3/4" 9" 2'-10 1/2" 1'-1 1/4"11'-1 3/4" 2'-6 1/2" 1'-0" 1'-3 3/4" 2 3/4"
9'-0 3/4" 7'-7 3/4" 4.8 5.5
19'-9 1/2" STORAGE

LV ELEC
LV
ELEC
LV
ELEC
LV

ELEC LV ELEC
ELEC
ELEC
VAN OPEN TO BELOW 3.2 3.4
4 5 5.1
6 7
8 8.8
9 10
BAC.2C
D
E
FG
H
KJ.5 G.9 G.7
3 4.3 8.9 185'-4" 16'-4" 31'-6" 28'-6" 31'-6" 30'-0" 31'-6" 16'-0" 1'-5" 3'-8" 11'-3" 2'-9" 1'-3" 2'-8" 1'-6" 123'-4"
13'-3" 30'-0" 13'-6" 4'-0" 13'-4" 30'-2" 14'-8" 1'-8"
2'-9" 2'-3"3'-10" 9"
J
2'-9"
2'-0" 6.1 STAIR A1 UP 5%
UP 5% UP 5%
UP 4.3% DOWN 5% 133.08' 134.42' 134.42' 138.92' 138.92' 138.92' 138.92' 138.92' 140.00' 140.00' 140.00' 140.00' 140.00' 133.08' 133.08' 133.08' 133.08' 133.28' 134.42' 134.42' 134.42' 134.42' 133.08' 133.08' 138.92' 140.00' 139.62' 140.00' 138.67' 132.85' 133.96'

EV EV EV EV EV EV EV UP DN UP
FEC

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SHELVING RETAIL/RESTUARANT UTILITY CLOSET POOL EQUIPMENT STORAGE MAINTENANCE SHARED GOODS COMMON OPS BREAK ROOM SPSP
FEC
FEC
FEC DN

4.5% YOGA STUDIO YOGA STORAGE WOMENS RESTROOM MENS RESTROOM OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW UNIT 0.3B A201 A5-03 1 A2-21
2 A2-20
1 A2-20
2 A2-21 UNIT 4.1B-R A202 A5-41UNIT 2.1B A203 A5-21 UNIT 2.1E-R A204 A5-22 UNIT 4.1F A206 A5-42 UNIT 3.2B A208 A5-32 UNIT 0.1A-R A205 A5-01 UNIT 0.1C A207 A5-01 66666
6 6 6 6 6 6 6
A A2-40B A2-40
E A2-42
D A2-41
C A2-41
2 A5-74
2 A5-76
2 A5-72 2 A5-70
2 A5-90
2 A5-94
1 A5-55
1 A5-51
1 A5-53
1'-0" 50'-5" 16'-5 1/2" 25'-0" 7'-6" 7'-2 1/2" 2'-5" 1'-0" 10'-3" 1'-0 3/4" 126'-7"
9" 53'-2" 36'-2" 6" 36'-0"
18'-4" 52'-8 3/4"
18'-4" 43'-0 1/2" 2"
2" 1'-0" A201 A202 A203 A204 A205 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A206 A207 A208 A209 A210 A211 A212 A213 A214 A215 A216 A217A218 A219 A220 A221 A222 A223 13 13 14 9 9 4'-5"
3'-0"
9'-0" TYP 18'-0" TYP.
24'-0" MIN. DRIVE AISLE
F A2-42
GA2-43 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A SECOND LEVEL FLOOR PLAN A2-12 BUILDING COMPOSITE PLAN NOTES 6 AD-31 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON 7. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FOR SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. - AD-XX ALL AD-02.1 ALL AD-01 TO KEYNOTES MECHANICAL SHAFT - SEE MECHANICAL DWGS LINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. BUILDING PLAN LEGEND DOOR SYMBOL FLOOR DRAIN - SEE PLMB XX WINDOW & STOREFRONT SYMBOL - A7-20
- A7-40 X FEC AD-XX DS DOWNSPOUT
X AD-XX WATERPROOF TRAFFIC COATING FD DIRECTION OF SLOPE - 1/4" / FT U.N.O.

X AD-XX 3-HR RATED FIRE WALL CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) ALL AD-20 18 AD-22 12 - A7-10
- A7-30 ACCESSIBLE PARKING SPACE
X AD-XXX AD-XX WATERPROOF TRAFFIC COATING FRAMED WALL - 6" METAL STUD CONCRETE COLUMN MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. FULL HEIGHT STEEL FENCING -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" 16 AD-31 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEX AD-XX FRAMED WALL - 3-5/8" METAL STUD AIRCRAFT CABLE VEHICULAR BARRIER SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB -6" TOC X AD-XX CONCRETE WHEEL STOP DETECTABLE WARNINGS, MIN 36" WIDEX AD-XX CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) COLUMN CAP CMU WALL - SEE STRUCTURAL FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB CONCRETE WALL - SEE STRUCTURAL CONCRETE STRUCTURAL SLAB TRANSITIONS 3 RETAIL PARKING SPACE4 GUEST PARKING SPACE5 EV READY SPACE (FUTURE) 6 EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 10 3 AD-31 12 AD-31 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 2-HR RATED FIRE BARRIER STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 1314 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB BUILDING A SECOND FLOOR PLAN SCALE: 3/32"=1'-0" 1 N
 City Council 23 – 9712/6/2022 

LV ELEC
LV
ELEC
LV
ELEC
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EV EV EV EV EV EV EV UP DN UP
FEC

SHELVING RETAIL/RESTUARANT UTILITY CLOSET POOL EQUIPMENT STORAGE MAINTENANCE SHARED GOODS COMMON OPS BREAK ROOM SPSP
FEC
FEC
FEC DN

4.5% YOGA STUDIO YOGA STORAGE WOMENS RESTROOM MENS RESTROOM OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW UP UP UP 134.42' TSS UP DN VARIES VARIES VARIES VARIES 1 A2-21
2 A2-20
2 A2-21
A A2-40B A2-40
E A2-42
D A2-41
C A2-41
F A2-42
GA2-43
1 A2-20 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A SECOND LEVEL SLAB PLAN A2-12S FD FLOOR DRAIN KEYPLAN SLAB PLAN NOTES SYMBOL LEGEND DIRECTION OF SLOPE - 1/4" / FT U.N.O. CONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLAB DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O. CONCRETE SLAB ON GRADE PER LANDSCAPE CONCRETE SLAB OVER STRUCTURAL FOAM - SEE STRUCTURAL FOR ADDITIONAL INFORMATION 1. TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONAL DIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMING ALIGNMENT" DETAIL BELOW. 2. SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP. 3. AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES, SUPPORTS, ETC. ACCORDINGLY. 4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES. 5. PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS. 6. PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALL REVIEW AND APPROVE THE FOUNDATION EXCAVATIONS. 7. PROVIDE PENETRATION FIRESTOP SYSTEMS PER 8. AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE AND CONCRETE SUBSTRATE, TYP. U.N.O. 9. PROVIDE VAPOR BARRIER BELOW ON-GRADE SLABS WHERE MOISTURE-SENSITIVE FLOOR COVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER - SEE GEOTECH REPORT. 10. ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILD ELEMENTS THAT MAY REQUIRE EMBED PLATES. 11. STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOW THE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURAL DRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY. -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" CONCRETE STRUCTURAL SLAB TRANSITIONS SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB SLAB & FRAMING ALIGNMENT CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND STRL FOR ADDITIONAL INFORMATION

B TYP SLAB ON GRADE

A WALL ASSEMBLY PER PLAN WALL ASSEMBLY PER PLAN
N
 City Council 23 – 9812/6/2022  E E
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E FUTURE REFER RACK, A/C LINES AND CONTROL LINES FOR RESTAURANT (2) FUTURE GREASE SHAFTS CORR VENT SHAFT ELEV A1 ELEV A2 IDF

G R W CORRIDOR VENTILATION SHAFT IDF IDF CORRIDOR VENTILATION SHAFT POOL RESTROOM EXHAUST SHAFT SP SP TRASH VESTIBULE

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ELEC UPDN UP 3.2 3.4
4 5 5.1
6 7
8 8.8
9 10
BAC.2C
D
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KJ.5 G.9 G.7
3 4.3 8.9 185'-4" 16'-4" 31'-6" 28'-6" 31'-6" 30'-0" 31'-6" 16'-0" 1'-5" 3'-8" 11'-3" 2'-9" 1'-3" 2'-8" 1'-6" 123'-4"
13'-3" 30'-0" 13'-6" 4'-0" 13'-4" 30'-2" 14'-8" 1'-8"
2'-9" 2'-3"3'-10" 9"
J
2'-9"
2'-0" 6.1 STAIR A1 144.50' 144.50' 144.50' 149.00' 149.00' 149.00' 149.00' 149.00' 150.06' 150.06' 150.06' 150.06' 150.06' 144.50' 144.50' 144.50' 144.50' 144.50' 144.50' 144.50' 149.00' 144.50' 149.00' 150.06' 150.06' 144.50' 149.68' 148.53' 144.23' 144.04' UP 5% UP 5.0% UP 5% DOWN 5% EV

EV EV EV
FEC
EV

FEC FEC FEC
DOWN 1.5%
ñ
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ñ STAIR A4 STAIR A3 STAIR A2 UP DN DNUP ELECTRICAL METERS ABOVE DN UP (2)WARMING D/W ICE REF U/C MICRO DRAWERS TRASHRECY FEC

AIRSPACE
53'-0" 2"

AIRSPACE
37'-6" 1'-0" 10'-3" 2" AIRSPACE 16'-1 1/2" 2" AIRSPACE 25'-0" 18'-4" 53'-2" 2"

AIRSPACE
9'-6 1/4" 2"

AIRSPACE
35'-10" 1'-0 3/4" 36'-0" 36'-0" 2"

AIRSPACE
53'-2" 9"
110'-4 1/2" 243'-6" 34'-6" 2" AIRSPACE 37'-6" 91'-9 1/2" 37'-6" 2" AIRSPACE 33'-0" 7'-10 1/2" 34'-6" 2"

AIRSPACE
11'-3" 2"

AIRSPACE
24'-6" 6'-11" 2" 24'-11" 2'-1" 9'-9" 2" AIRSPACE 60'-0" 6" 23'-10" 2" AIRSPACE 25'-0" 6'-6" 4'-10"2" 22'-0" 8'-0" 7'-9 1/2" 9'-9 1/2" 2" 22'-0 1/2" 2" 4'-9 1/2" 6'-7" 25'-0" 34'-2" 2"

AIRSPACE
23'-10" 2"

AIRSPACE
11'-5" 6'-2" 6'-5 1/2" 2" 25'-8" 1'-4" 1'-0" 7'-3 1/2" 6" 24'-6" 2" 7'-4" 6" 9" 7'-6" 7'-2 1/2" 1'-5"
1'-2 1/2" 5" 91'-9 1/2" 9'-10" 2" 7'-2 1/2"2" 1'-3" 2" 10'-7" 5'-1" 2" 2'-3" 2" 4'-11" 1'-0" A301 A302 A303 A304 A305 A306 A307 A308 A309 A310 A311 A312 A313 A314 A315 A316 A317 A318 A319 A320 A321 A323 A322 F A2-42 GA2-43 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A THIRD LEVEL FLOOR PLAN BUILDING A THIRD LEVEL FLOOR PLAN SCALE: 3/32"=1'-0" 1 A2-13 BUILDING COMPOSITE PLAN NOTES
6 AD-31 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON 7. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FOR SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. - AD-XX ALL AD-02.1 ALL AD-01 TO KEYNOTES MECHANICAL SHAFT - SEE MECHANICAL DWGS LINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. BUILDING PLAN LEGEND DOOR SYMBOL FLOOR DRAIN - SEE PLMB XX WINDOW & STOREFRONT SYMBOL - A7-20
- A7-40 X FEC AD-XX DS DOWNSPOUT
X AD-XX WATERPROOF TRAFFIC COATING FD DIRECTION OF SLOPE - 1/4" / FT U.N.O.

X AD-XX 3-HR RATED FIRE WALL CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) ALL AD-20 18 AD-22 12 - A7-10
- A7-30 ACCESSIBLE PARKING SPACE
X AD-XXX AD-XX WATERPROOF TRAFFIC COATING FRAMED WALL - 6" METAL STUD CONCRETE COLUMN MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. FULL HEIGHT STEEL FENCING -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" 16 AD-31 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEX AD-XX FRAMED WALL - 3-5/8" METAL STUD AIRCRAFT CABLE VEHICULAR BARRIER SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB -6" TOC X AD-XX CONCRETE WHEEL STOP DETECTABLE WARNINGS, MIN 36" WIDEX AD-XX CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) COLUMN CAP CMU WALL - SEE STRUCTURAL FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB CONCRETE WALL - SEE STRUCTURAL CONCRETE STRUCTURAL SLAB TRANSITIONS 3 RETAIL PARKING SPACE4 GUEST PARKING SPACE5 EV READY SPACE (FUTURE) 6 EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 10 3 AD-31 12 AD-31 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 2-HR RATED FIRE BARRIER STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 1314 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB N
 City Council 23 – 9912/6/2022  FUTURE REFER RACK, A/C LINES AND CONTROL LINES FOR RESTAURANT (2) FUTURE GREASE SHAFTS CORR VENT SHAFT ELEV A1 ELEV A2 IDF

G R W CORRIDOR VENTILATION SHAFT IDF IDF CORRIDOR VENTILATION SHAFT POOL RESTROOM EXHAUST SHAFT SP SP TRASH VESTIBULE

LV ELEC
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ELEC LV ELEC LV ELEC LV
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FEC FEC FEC
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ñ STAIR A4 STAIR A3 STAIR A2 UP DN DNUP ELECTRICAL METERS ABOVE DN UP 2% MIN. 9% MIN. 2% MIN. 2% MIN. 2% MIN. 4% MIN. 3.5% MIN. 3.5% MIN. 9% MIN. 9% MIN. 11% MIN. 3% MIN. 7% MIN. 3% MIN. 4.6% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 3% MIN. 3% MIN. 4% MIN. 4% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 4% MIN. 4% MIN. 3% MIN. 3% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 3.5% MIN. 3.5% MIN. 3.5% MIN. 3.5% MIN. 3.5% MIN. 3.5% MIN. 5% MIN. 5% MIN. 3% MIN. 3% MIN. 3% MIN. 3% MIN. 5% MIN. 5% MIN. 4% MIN. 4% MIN. 3% MIN. 3% MIN. 3% MIN. 5% MIN. 5% MIN. 5% MIN. 5% MIN. 7% MIN. 7% MIN. 2% MIN. 2% MIN. 2% MIN. 2% MIN. 3% MIN. 3% MIN. 3% MIN. 3% MIN. 2% MIN. 4% MIN. 7% MIN. 2% MIN. DN DOWN 3.1% CLUBROOM MENS RESTROOM WOMENS RESTROOM POOL SHOWER 134.42' TSS 1 A2-21
2 A2-20
2 A2-21
A A2-40B A2-40
E A2-42
D A2-41
C A2-41
F A2-42
GA2-43
1 A2-20 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A THIRD LEVEL SLAB PLAN A2-13S FD FLOOR DRAIN KEYPLAN SLAB PLAN NOTES SYMBOL LEGEND DIRECTION OF SLOPE - 1/4" / FT U.N.O. CONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLAB DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O. CONCRETE SLAB ON GRADE PER LANDSCAPE CONCRETE SLAB OVER STRUCTURAL FOAM - SEE STRUCTURAL FOR ADDITIONAL INFORMATION 1. TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONAL DIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMING ALIGNMENT" DETAIL BELOW. 2. SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP. 3. AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES, SUPPORTS, ETC. ACCORDINGLY. 4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES. 5. PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS. 6. PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALL REVIEW AND APPROVE THE FOUNDATION EXCAVATIONS. 7. PROVIDE PENETRATION FIRESTOP SYSTEMS PER 8. AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE AND CONCRETE SUBSTRATE, TYP. U.N.O. 9. PROVIDE VAPOR BARRIER BELOW ON-GRADE SLABS WHERE MOISTURE-SENSITIVE FLOOR COVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER - SEE GEOTECH REPORT. 10. ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILD ELEMENTS THAT MAY REQUIRE EMBED PLATES. 11. STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOW THE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURAL DRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY. -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" CONCRETE STRUCTURAL SLAB TRANSITIONS SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB SLAB & FRAMING ALIGNMENT CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND STRL FOR ADDITIONAL INFORMATION

B TYP SLAB ON GRADE

A WALL ASSEMBLY PER PLAN WALL ASSEMBLY PER PLAN
N
 City Council 23 – 10012/6/2022  FUTURE REFER RACK, A/C LINES AND CONTROL LINES FOR RESTAURANT (2) FUTURE GREASE SHAFTS CORR VENT SHAFT ELEV A1 ELEV A2 IDF

G R W CORRIDOR VENTILATION SHAFT IDF IDF CORRIDOR VENTILATION SHAFT POOL RESTROOM EXHAUST SHAFT SP SP TRASH VESTIBULE

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ELEC DN UP 3.2 3.4
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6 7
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3 4.3 8.9 185'-4" 16'-4" 31'-6" 28'-6" 31'-6" 30'-0" 31'-6" 16'-0" 1'-5" 3'-8" 11'-3" 2'-9" 1'-3" 2'-8" 1'-6" 123'-4"
13'-3" 30'-0" 13'-6" 4'-0" 13'-4" 30'-2" 14'-8" 1'-8"
2'-9" 2'-3"3'-10" 9"
J
2'-9"
2'-0" 6.1 STAIR A1 UP 5%
UP 5% UP 5% DOWN 5% 154.56' 154.56' 154.56' 159.06' 159.06' 159.06' 159.06' 159.06' 160.12' 160.12' 160.12' 160.12' 160.12' 154.56' 154.56' 154.56' 154.56' 154.56' 154.56' 154.56' 159.06' 154.56' 159.06' 160.12' 160.12' 154.56' 159.74' 158.59' 154.29' 154.10' FEC FEC FEC FEC DOWM 1.5%
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ñ LV
ELEC STAIR A4 STAIR A3 STAIR A2 UP DN DNUP HVAC SP
FEC

FEC FEC
FEC DN

3.1% UNIT 0.3B A401 A5-03
1 A2-21
2 A2-20
1 A2-20
2 A2-21 UNIT 4.1B-R A402 A5-41 UNIT 2.1B A403 A5-21 UNIT 2.1E-R A404 A5-22 UNIT 4.1H A406 A5-43 UNIT 4.1K A416 A5-43 UNIT 0.1B-R A405 A5-01 UNIT 1.2B A407 A5-13 UNIT 1.1D-R A408 A5-12 UNIT 2.4A A409 A5-28 UNIT 2.2D A410 A5-24 UNIT 1.2B-R A411 A5-13 UNIT 2.5B A415 A5-29 UNIT 1.2B A413 A5-13 UNIT 0.1D A414 A5-01 UNIT 2.2A-R A417 A5-35 UNIT 2.2B-R A418 A5-23 UNIT 1.1B-R A412 A5-11 55555
5 5 5 5 5 5 5 5 5 5 DN UP
A A2-40B A2-40
E A2-42
D A2-41
C A2-41
1 A2-22
2 A2-22
3 A2-22
3 A5-74
4 A5-76
3 A5-72 3 A5-70
3 A5-90
3 A5-94
2 A5-60
1'-0"
18'-4" 2"

AIRSPACE
53'-0" 2"

AIRSPACE
37'-6" 1'-0" 10'-3" 2" AIRSPACE 16'-1 1/2" 2" AIRSPACE 25'-0" 18'-4" 53'-2" 2"

AIRSPACE
9'-6 1/4" 2"

AIRSPACE
35'-10" 1'-0 3/4" 36'-0" 36'-0" 2"

AIRSPACE
53'-2" 9"
110'-4 1/2" 242'-6" 34'-6" 2" AIRSPACE 37'-6" 91'-9 1/2" 37'-6" 2" AIRSPACE 33'-0" 7'-10 1/2" 34'-6" 2"

AIRSPACE
11'-3" 2"

AIRSPACE
24'-6" 6'-11" 2" 24'-11" 2'-1" 9'-9" 2" AIRSPACE 60'-0" 6" 23'-10" 2" AIRSPACE 25'-0" 6'-6" 4'-10"2" 22'-0" 8'-0" 7'-9 1/2" 9'-9 1/2" 2" 22'-0 1/2" 2" 4'-9 1/2" 6'-7" 25'-0" 34'-2" 2"

AIRSPACE
23'-10" 2"

AIRSPACE
11'-5" 6'-2" 6'-5 1/2" 2" 25'-8" 1'-4" 1'-0" 7'-3 1/2" 6" 24'-6" 2" 7'-4" 6" 9" 7'-6" 7'-2 1/2" 1'-5"
1'-2 1/2" 5" 91'-9 1/2" 9'-10" 2" 7'-2 1/2"2" 1'-3" 2" 10'-7" 5'-1" 2" 2'-3" 2" 4'-11" A401 A402 A403 A404 A405 A406 A407 A408 A409 A410 A411 A412 A413 A414 A415 A41625'-0" 8'-11" 12'-4" 2" 32'-3" 2" 6'-4" 4'-8 1/2" 24'-6 1/4" 8'-3" 16'-2 1/4" 6" 23'-10" 2" 32'-3" 2" F A2-42
GA2-43 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A FOURTH LEVEL FLOOR PLAN A2-14 BUILDING COMPOSITE PLAN NOTES 6 AD-31 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON 7. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FOR SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. - AD-XX ALL AD-02.1 ALL AD-01 TO KEYNOTES MECHANICAL SHAFT - SEE MECHANICAL DWGS LINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. BUILDING PLAN LEGEND DOOR SYMBOL FLOOR DRAIN - SEE PLMB XX WINDOW & STOREFRONT SYMBOL - A7-20
- A7-40 X FEC AD-XX DS DOWNSPOUT
X AD-XX WATERPROOF TRAFFIC COATING FD DIRECTION OF SLOPE - 1/4" / FT U.N.O.

X AD-XX 3-HR RATED FIRE WALL CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) ALL AD-20 18 AD-22 12 - A7-10
- A7-30 ACCESSIBLE PARKING SPACE
X AD-XXX AD-XX WATERPROOF TRAFFIC COATING FRAMED WALL - 6" METAL STUD CONCRETE COLUMN MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. FULL HEIGHT STEEL FENCING -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" 16 AD-31 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEX AD-XX FRAMED WALL - 3-5/8" METAL STUD AIRCRAFT CABLE VEHICULAR BARRIER SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB -6" TOC X AD-XX CONCRETE WHEEL STOP DETECTABLE WARNINGS, MIN 36" WIDEX AD-XX CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) COLUMN CAP CMU WALL - SEE STRUCTURAL FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB CONCRETE WALL - SEE STRUCTURAL CONCRETE STRUCTURAL SLAB TRANSITIONS 3 RETAIL PARKING SPACE4 GUEST PARKING SPACE5 EV READY SPACE (FUTURE) 6 EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 10 3 AD-31 12 AD-31 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 2-HR RATED FIRE BARRIER STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 1314 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB BUILDING A FOURTH LEVEL FLOOR PLAN SCALE: 3/32"=1'-0" 1 N
 City Council 23 – 10112/6/2022  FUTURE REFER RACK, A/C LINES AND CONTROL LINES FOR RESTAURANT (2) FUTURE GREASE SHAFTS CORR VENT SHAFT ELEV A1 ELEV A2 IDF

G R W CORRIDOR VENTILATION SHAFT IDF IDF CORRIDOR VENTILATION SHAFT POOL RESTROOM EXHAUST SHAFT SP SP TRASH VESTIBULE

LV ELEC

LV ELEC
ELEC
LV
ELEC
LV
LV

ELEC LV ELEC LV ELEC LV
ELEC

LV ELEC
LV

ELEC LV ELEC LV ELEC
LV

ELEC LV

ELEC LV
ELEC LV ELEC 3.2 3.4
4 5 5.1
6 7
8 8.8
9 10
BAC.2C
D
E
FG
H
KJ.5 G.9 G.7
3 4.3 8.9 185'-4" 16'-4" 31'-6" 28'-6" 31'-6" 30'-0" 31'-6" 16'-0" 1'-5" 3'-8" 11'-3" 2'-9" 1'-3" 2'-8" 1'-6" 123'-4"
13'-3" 30'-0" 13'-6" 4'-0" 13'-4" 30'-2" 14'-8" 1'-8"
2'-9" 2'-3"3'-10" 9"
J
2'-9"
2'-0" 6.1TURN- AROUND SPOT
UP 5% UP 5% DOWN 5%
FEC
DOWN 1.6%
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ñ STAIR A4 STAIR A3 LV ELEC UP DN DN DNUP ELECTRICAL METERS

LV ELEC
LV
ELEC
LV
ELEC
FEC

FEC FEC DN
DOWN 4.5%
FEC UNIT 0.3C A501 A5-03
1 A2-21
2 A2-20
1 A2-20
2 A2-21 UNIT 4.1C-R A502 A5-42UNIT 2.1C A503 A5-21 UNIT 2.1F-R A504 A5-22 UNIT 4.1H A506 A5-43 UNIT 4.1K A518 A5-43 UNIT 0.1B-R A505 A5-01 UNIT 1.2B A507 A5-13 UNIT 1.1D-R A508 A5-12 UNIT 2.4B A509 A5-28 UNIT 2.2E A510 A5-24 UNIT 1.2B-R A511 A5-13 UNIT 2.5B A517 A5-29 UNIT 1.2B A515 A5-13 UNIT 0.1D A516 A5-01 UNIT 2.6A A519 A5-35 UNIT 2.2C-R A520 A5-24 UNIT 1.1B-R A512 A5-11 UNIT 1.1C A513 A5-11 UNIT 2.1G-R A514 A5-22 A A2-40B A2-40
E A2-42
D A2-41
C A2-41
1 A2-22
2 A2-22
3 A2-22
1'-0"
18'-4" 2"

AIRSPACE
53'-0" 2"

AIRSPACE
37'-6" 1'-0" 10'-3" 2" AIRSPACE 16'-1 1/2" 2" AIRSPACE 25'-0" 18'-4" 53'-2" 2"

AIRSPACE
9'-6 1/4" 2"

AIRSPACE
35'-10" 1'-0 3/4" 36'-0" 36'-0" 2"

AIRSPACE
53'-2" 9"
110'-4 1/2" 242'-6" 34'-6" 2" AIRSPACE 37'-6" 91'-9 1/2" 37'-6" 2" AIRSPACE 33'-0" 7'-10 1/2" 3 A5-74
4 A5-76
4 A5-72
3 A5-90
3 A5-94
34'-6" 2"

AIRSPACE
11'-3" 2"

AIRSPACE
24'-6" 6'-11" 2" 24'-11" 2'-1" 9'-9" 2" AIRSPACE 36'-0" 2" AIRSPACE 23'-10" 6" 23'-10" 2" AIRSPACE 25'-0" 6'-6" 4'-10"2" 22'-0" 8'-0" 7'-9 1/2" 9'-9 1/2" 2" 22'-0 1/2" 2" 4'-9 1/2" 6'-7" 25'-0" 34'-2" 2"

AIRSPACE
23'-10" 2"

AIRSPACE
11'-5" 6'-2" 6'-5 1/2" 2" 25'-8" 1'-4" 1'-0" 7'-3 1/2" 6" 24'-6" 2" 7'-4" 6" 9" 7'-6" 7'-2 1/2" 1'-5"
1'-2 1/2" 5" 91'-9 1/2" 9'-10" 2" 7'-2 1/2"2" 1'-3" 2" 10'-7" 5'-1" 2" 2'-3" 2" 4'-11" A501 A502 A503 A504 A505 A506 A507 A508 A509 A510 A511 A512 A513 A514 A515 A516 A517 F A2-42 GA2-43 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A FIFTH LEVEL FLOOR PLAN A2-15 BUILDING COMPOSITE PLAN NOTES 6 AD-31 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON 7. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FOR SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. - AD-XX ALL AD-02.1 ALL AD-01 TO KEYNOTES MECHANICAL SHAFT - SEE MECHANICAL DWGS LINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. BUILDING PLAN LEGEND DOOR SYMBOL FLOOR DRAIN - SEE PLMB XX WINDOW & STOREFRONT SYMBOL - A7-20
- A7-40 X FEC AD-XX DS DOWNSPOUT
X AD-XX WATERPROOF TRAFFIC COATING FD DIRECTION OF SLOPE - 1/4" / FT U.N.O.

X AD-XX 3-HR RATED FIRE WALL CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) ALL AD-20 18 AD-22 12 - A7-10
- A7-30 ACCESSIBLE PARKING SPACE
X AD-XXX AD-XX WATERPROOF TRAFFIC COATING FRAMED WALL - 6" METAL STUD CONCRETE COLUMN MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. FULL HEIGHT STEEL FENCING -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" 16 AD-31 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEX AD-XX FRAMED WALL - 3-5/8" METAL STUD AIRCRAFT CABLE VEHICULAR BARRIER SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB -6" TOC X AD-XX CONCRETE WHEEL STOP DETECTABLE WARNINGS, MIN 36" WIDEX AD-XX CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) COLUMN CAP CMU WALL - SEE STRUCTURAL FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB CONCRETE WALL - SEE STRUCTURAL CONCRETE STRUCTURAL SLAB TRANSITIONS 3 RETAIL PARKING SPACE4 GUEST PARKING SPACE5 EV READY SPACE (FUTURE) 6 EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 10 3 AD-31 12 AD-31 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 2-HR RATED FIRE BARRIER STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 1314 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB BUILDING A FIFTH LEVEL FLOOR PLAN SCALE: 3/32"=1'-0" 1 N
 City Council 23 – 10212/6/2022  FUTURE REFER RACK, A/C LINES AND CONTROL LINES FOR RESTAURANT (2) FUTURE GREASE SHAFTS CORR VENT SHAFT ELEV A1 ELEV A2 IDF

G R W CORRIDOR VENTILATION SHAFT IDF POOL RESTROOM EXHAUST SHAFT SP SP TRASH VESTIBULE

LV ELEC

LV ELEC
ELEC
LV
ELEC
LV
LV

ELEC LV ELEC LV ELEC LV
ELEC

LV ELEC
LV

ELEC LV ELEC LV ELEC
LV

ELEC LV

ELEC LV
ELEC LV ELEC STAIR A4 STAIR A3 TURN- AROUND SPOT
UP 5% UP 5% DOWN 5%
FEC
DOWN 1.6%
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FEC FEC FEC STORAGE
1 A2-21
2 A2-20
1 A2-20
2 A2-21 UNIT 4.1H A602 A5-43 UNIT 4.1K A614 A5-43 UNIT 0.1B-R A601 A5-01 UNIT 1.2B A603 A5-13 UNIT 1.1D-R A604 A5-12 UNIT 2.4A A605 A5-28 UNIT 2.2D A606 A5-24 UNIT 1.2B-R A607 A5-13 UNIT 2.5B A613 A5-29 UNIT 1.2B A611 A5-13 UNIT 0.1D A612 A5-01 UNIT 2.6A A615 A5-35 UNIT 2.2B-R A616 A5-24 UNIT 1.1B-R A608 A5-11 UNIT 1.1E A609 A5-12 UNIT 2.1H-R A610 A5-22 A A2-40B A2-40
E A2-42
D A2-41
C A2-41
1 A2-22
2 A2-22
3 A2-22
3 A5-74
4 A5-76
4 A5-90
3 A5-94
1'-0"
18'-4" 2"

AIRSPACE
53'-0" 2"

AIRSPACE
37'-6"
18'-4" 53'-0" 2"

AIRSPACE
9'-6 1/4" 2"

AIRSPACE
35'-10" 1'-0 3/4"
110'-4 1/2" 242'-6" 34'-6" 2" AIRSPACE 37'-6" 91'-9 1/2" 37'-6" 2" AIRSPACE 33'-0" 7'-10 1/2" 34'-6" 2"

AIRSPACE
11'-3" 2"

AIRSPACE
23'-10" 2"

AIRSPACE
11'-5" 6'-2" 6'-5 1/2" 2" 25'-8" 1'-4"
1'-2 1/2" 5" 91'-9 1/2" 9'-10" 2" 7'-2 1/2"2" 1'-3" 2" 10'-7" 5'-1" 2" 2'-3" 2" 4'-11" 2"
AIRSPACE A601 A602 A603 A604 A605 A606 A607 A608 A609 A610 F A2-42
GA2-43 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A SIXTH LEVEL FLOOR PLAN A2-16 BUILDING COMPOSITE PLAN NOTES 6 AD-31 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON 7. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FOR SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. - AD-XX ALL AD-02.1 ALL AD-01 TO KEYNOTES MECHANICAL SHAFT - SEE MECHANICAL DWGS LINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. BUILDING PLAN LEGEND DOOR SYMBOL FLOOR DRAIN - SEE PLMB XX WINDOW & STOREFRONT SYMBOL - A7-20
- A7-40 X FEC AD-XX DS DOWNSPOUT
X AD-XX WATERPROOF TRAFFIC COATING FD DIRECTION OF SLOPE - 1/4" / FT U.N.O.

X AD-XX 3-HR RATED FIRE WALL CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) ALL AD-20 18 AD-22 12 - A7-10
- A7-30 ACCESSIBLE PARKING SPACE
X AD-XXX AD-XX WATERPROOF TRAFFIC COATING FRAMED WALL - 6" METAL STUD CONCRETE COLUMN MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. FULL HEIGHT STEEL FENCING -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" 16 AD-31 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEX AD-XX FRAMED WALL - 3-5/8" METAL STUD AIRCRAFT CABLE VEHICULAR BARRIER SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB -6" TOC X AD-XX CONCRETE WHEEL STOP DETECTABLE WARNINGS, MIN 36" WIDEX AD-XX CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) COLUMN CAP CMU WALL - SEE STRUCTURAL FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB CONCRETE WALL - SEE STRUCTURAL CONCRETE STRUCTURAL SLAB TRANSITIONS 3 RETAIL PARKING SPACE4 GUEST PARKING SPACE5 EV READY SPACE (FUTURE) 6 EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 10 3 AD-31 12 AD-31 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 2-HR RATED FIRE BARRIER STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 1314 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB BUILDING A SIXTH LEVEL FLOOR PLAN SCALE: 3/32"=1'-0" 1 N
 City Council 23 – 10312/6/2022  FUTURE REFER RACK, A/C LINES AND CONTROL LINES FOR RESTAURANT (2) FUTURE GREASE SHAFTS CORR VENT SHAFT ELEV A1 ELEV A2 IDF

G R W CORRIDOR VENTILATION SHAFT IDF POOL RESTROOM EXHAUST SHAFT SP SP TRASH VESTIBULE

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ELEC LV
ELEC LV ELEC STAIR A4 STAIR A3 LV ELEC LV ELEC
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ELEC DN DN ELEVATOR MACHINE ROOM

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FEC FEC FEC
1 A2-21
2 A2-20
1 A2-20
2 A2-21 UNIT 4.1H A702 A7-43 UNIT 4.1E A713 A7-43 UNIT 0.1B-R A701 A7-01 UNIT 1.2B A703 A7-13 UNIT 1.1D-R A704 A7-12 UNIT 2.4B A705 A7-28 UNIT 2.2E A706 A7-24 UNIT 1.2B-R A707 A7-13 UNIT 2.5B A712 A7-29 UNIT 1.2B A711 A7-13 UNIT 2.2F-R A714 A7-24 UNIT 1.1B-R A708 A7-11 UNIT 1.1E A709 A7-12 UNIT 2.1H-R A710 A7-22 TURN- AROUND SPOT UP 5% UP 5% DOWN 5%
FEC
DOWN 1.6%
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A A2-40B A2-40
E A2-42
D A2-41
C A2-41
1 A2-22
2 A2-22
3 A2-22
3 A5-74
3 A5-76
3 A5-90
3 A5-94
1'-0"
18'-4" 2"

AIRSPACE
53'-0" 37'-8"
18'-4" 53'-2" 2"

AIRSPACE
9'-6 1/4" 2"

AIRSPACE
35'-10" 1'-0 3/4"
110'-4 1/2" 242'-6" 34'-6" 37'-8" 91'-9 1/2" 37'-6" 2" AIRSPACE 33'-0" 7'-10 1/2" 34'-6" 2"

AIRSPACE
11'-3" 2"

AIRSPACE
23'-10" 2"

AIRSPACE
11'-5" 6'-2" 6'-5 1/2" 2" 25'-8" 1'-4" 1'-0" 7'-3 1/2" 6" 24'-6" 2" 7'-4" 1'-2 1/2" 5" 91'-9 1/2" 9'-10" 2" 7'-2 1/2"2" 1'-3" 2" 10'-7" 5'-3" 2'-5" 4'-11" ROOF DECK A5-63 A701 A702 A703 A704 A705 A706 A707 A708 A709 A710 A711 A712 F A2-42
GA2-43 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A SEVENTH LEVEL FLOOR PLAN A2-17 BUILDING COMPOSITE PLAN NOTES 6 AD-31 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON 7. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FOR SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. - AD-XX ALL AD-02.1 ALL AD-01 TO KEYNOTES MECHANICAL SHAFT - SEE MECHANICAL DWGS LINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. BUILDING PLAN LEGEND DOOR SYMBOL FLOOR DRAIN - SEE PLMB XX WINDOW & STOREFRONT SYMBOL - A7-20
- A7-40 X FEC AD-XX DS DOWNSPOUT
X AD-XX WATERPROOF TRAFFIC COATING FD DIRECTION OF SLOPE - 1/4" / FT U.N.O.

X AD-XX 3-HR RATED FIRE WALL CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) ALL AD-20 18 AD-22 12 - A7-10
- A7-30 ACCESSIBLE PARKING SPACE
X AD-XXX AD-XX WATERPROOF TRAFFIC COATING FRAMED WALL - 6" METAL STUD CONCRETE COLUMN MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. FULL HEIGHT STEEL FENCING -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" 16 AD-31 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEX AD-XX FRAMED WALL - 3-5/8" METAL STUD AIRCRAFT CABLE VEHICULAR BARRIER SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB -6" TOC X AD-XX CONCRETE WHEEL STOP DETECTABLE WARNINGS, MIN 36" WIDEX AD-XX CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) COLUMN CAP CMU WALL - SEE STRUCTURAL FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB CONCRETE WALL - SEE STRUCTURAL CONCRETE STRUCTURAL SLAB TRANSITIONS 3 RETAIL PARKING SPACE4 GUEST PARKING SPACE5 EV READY SPACE (FUTURE) 6 EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 10 3 AD-31 12 AD-31 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 2-HR RATED FIRE BARRIER STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 1314 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB BUILDING A SEVENTH LEVEL FLOOR PLAN SCALE: 3/32"=1'-0" 1 N
 City Council 23 – 10412/6/2022 

LV ELEC DN

LV ELEC
LV
ELEC
LV
ELEC
FEC DN
DOWN 4.5%

G R W SP SP

LV ELEC
ELEC

LV LV ELEC LV ELEC LV
ELEC

LV ELEC

LV ELEC LV

ELEC LV

ELEC LV ELEC LV ELEC LV ELEC
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ELEC DN DN

LV ELEC SP

FEC FEC FEC TURN- AROUND SPOT
UP 5% UP 5% DOWN 5%
FEC
DOWN 1.6%
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LV ELEC
LV
ELEC
LV
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FEC DN
DOWN 4.5% 12 24 12 12
1 A2-21
2 A2-20
1 A2-20
2 A2-21
A A2-40B A2-40
E A2-42
DA2-41
C A2-41
1 A2-22
2 A2-22
3 A2-22
F A2-42
GA2-43 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A ROOF PLAN A2-18 MECHANICAL SHAFT - SEE MECHANICAL ROOFTOP GAS BOILER LOCATION - SEE PLUMBING ROOF HATCH WITH ALTERNATING TREAD DEVICE FROM STAIR SHAFT TRASH CHUTES EQUIPMENT PLATFORM CANOPY BELOW LINE OF BLDG BELOW ROOF PLAN NOTES KEYNOTES KEYPLAN 1. TYPICAL ROOFING DETAILS ARE INTENDED TO SHOW GENERAL DESIGN INTENT AND SHOULD BE VERIFIED AGAINST MANUFACTURER'S RECOMMENDATIONS & REQUIREMENTS FOR EACH CONDITION. SEE SHEETS 2. ROOF INSULATION SHALL FILL MAIN ROOF FRAMING CAVITIES AND ALL CAVITIES OF ROOF CRICKET FRAMING. 3. PER CBC SECTION 718.4. EXCEPTION , DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13. 4. ATTIC ACCESS NOT REQUIRED WHERE VERTICAL HEIGHT IN ATTIC IS LESS THAN 30". 5. VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS AND EQUIPMENT WITH STRUCTURAL, MECHANICAL AND PLUMBING DWGS. 6. AS REQUIRED BY CBC SEC. 1015.6 : 42" MIN. GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCHES OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES IN DIAMETER. 7. ROOFING TO BE CLASS 'A' ROOFING. 8. ROOF TRUSS DEPTH ASSUMED TO BE 24" MIN. VERIFY WITH TRUSS DESIGNER. 9. PENETRATIONS SHALL BE 18" MIN. FROM VALLEYS, HIPS, RIDGES OR PARAPETS UNLESS APPROVED BY ROOFING MANUFACTURER. 10. PARAPETS AND TALL ROOF WALLS MAY REQUIRE BRACING- REFER TO STRL DRAWINGS AND COORDINATE WITH TRUSS DESIGNER. 11. SEE EXTERIOR BUILDING MAINTENANCE PLANS FOR ADDITIONAL INFORMATION. - AD-61.1 DESCRIPTION ROOF ASSEMBLIES FIRE RATING DETAIL REFERENCE(S) ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS INTERIOR ROOF/CEILING (TRUSSES) EXTERIOR ROOF/CEILING (TRUSSES) INTERIOR ROOF CEILING (JOISTS) EXTERIOR ROOF/CEILING (JOISTS) 1 HR 1 HR 1 HR 1 HR X/AD-XX, X/AD-XX X/AD-XX, X/AD-XX X/AD-XX, X/AD-XX X/AD-XX, X/AD-XX - AD-61.0 TO SLOPE ROOF 1/2" PER FOOT MIN ROOF PRIMARY AND OVERFLOW DRAIN BUILT-UP CRICKET 1/4" PER FOOT MIN FIRE WALL - EXTENDS TO UNDERSIDE OF ROOF SHEATHING, TYP U.N.O. HATCHED AREA INDICATES NO ROOF PENETRATIONS ALLOWED WITHIN 4'-0" OF THE FIRE WALL ROOF MEMBRANE WALKING PAD. 30" WIDE. SECURE TO ROOFING PER MANUFACTURER'S RECOMMENDATIONS. SOLAR-READY NOTES A/C CONDENSER - SEE MECHANICAL EXTERIOR BUILDING MAITENANCE EQUIPMENT AND ANCHORS - REFER TO STRL & EXTERIOR BUILDING MAINTENANCE DRAWINGS. COORDINATE WITH TRUSS DESIGN ROOF HATCH WITH SAFETY RAILING SYSTEM HIGH AND/OR LOW VENTS (FLAT ROOF): 24"X24" R.O. GRAVITY VENT BY FLASHCO OR APPROVED EQUAL WITH 520 S.I. NET FREE VENTILATION AREA PER VENT. HIGH VENTS (FLAT ROOF PARAPET): 14"x18" "FLASHVENT" PARAPET WALL VENTS BY FLASHCO OR APPROVED EQUAL WITH 110 S.I. NET FREE VENTILATION AREA PER VENT. LOW VENTS (SLOPED ROOF EAVES): FRIEZE BLOCK WITH (3) 2" DIAMETER HOLES EVERY 3RD TRUSS BAY WITH WITH 3.14 S.I. NET FREE VENTILATION AREA PER LINEAR FOOT. HIGH AND/OR LOW VENTS (SLOPED ROOF): LOW PROFILE O'HAGIN STANDARD LINE, CHARCOAL COLOR OR APPROVED EQUAL WITH 72 S.I. NET FREE VENTILATION AREA PER VENT. ROOF AREA #3 : REQUIRED VENTILATION 6,648 S.F. / 150 = 44.32 X 144 = 6,382 S.I. LOW = 50% X 6,382 = 3,191 S.I. HIGH = 50% X 6,382 = 3,191 S.I. PROVIDED VENTILATION LOW (EAVES) = 440 LF X 3.14 S.I. = 1,382 S.I. LOW (SLOPED) = 26 VENTS X 72 S.I. = 1,872 S.I. TOTAL LOW = 3,254 S.I. HIGH (SLOPED) = 10 VENTS X 72 S.I. = 720 S.I. HIGH (PARAPET) = 24 VENTS X 110 S.I. = 2,640 S.I. TOTAL HIGH = 3,360 S.I. ROOF AREA #2 : REQUIRED VENTILATION 151 S.F. / 150 = 1 X 144 = 145 S.I. LOW = 50% X 145 = 73 S.I. HIGH = 50% X 145 = 73 S.I. PROVIDED VENTILATION LOW (EAVES) = 33.6 LF X 3.14 S.I. = 106 S.I. HIGH (SLOPED) = 2 VENTS X 72 S.I. = 144 S.I. DOWNSPOUT - REFER TO CIVIL DWGS FOR TERMINATIONS AND/OR TIE-IN TO STORM DRAIN SYSTEM. PROVIDE SPLASH BLOCK AT TERMINATIONS TO GRADE OR LOW ROOFS. SEE ELEVATIONS FOR ADDITIONAL INFORMATION. ROOF PLAN LEGEND ATTIC VENTILATION CALCS ROOF AREA #1 : REQUIRED VENTILATION 3,054 S.F. / 150 = 20.36 X 144 = 2,932 S.I. LOW = 50% X 2,932 = 1,466 S.I. HIGH = 50% X 2,932 = 1,466 S.I. PROVIDED VENTILATION LOW (FLAT) = 3 VENTS X 520 S.I. = 1,560 S.I. HIGH (FLAT) = 3 VENTS X 520 S.I. = 1,560 S.I.

X AD-61.0X AD-61.0 1. THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY, SMOKE VENTILATION, AND SPACING REQUIREMENTS AS SPECIFIED IN TITLE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY A LOCAL JURISDICTION. 2. NO OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, CHIMNEYS, ARCHITECTURAL FEATURES, AND ROOF MOUNTED EQUIPMENT, SHALL BE LOCATED IN THE SOLAR ZONE. 3. SOLAR ZONE MUST BE LOCATED NO CLOSER THAN TWICE THE DISTANCE, MEASURED IN THE HORIZONTAL PLANE, OF THE HEIGHT DIFFERENCE BETWEEN THE HIGHEST POINT OF THE OBSTRUCTION AND THE HORIZONTAL PROJECTION OF THE NEAREST POINT OF THE SOLAR ZONE, MEASURED IN THE VERTICAL PLANE. 4. PROVIDE 2" CONDUIT BETWEEN SOLAR-READY ZONE AND ELECTRICAL ROOM(S). SOLAR READY CALCULATION: TOTAL ROOF AREA: XX,XXX SF REQUIRED SOLAR READY AREA (15% OF TOTAL ROOF AREA): X,XXX SF PROVIDED SOLAR READY AREA: X,XXX SF X AD-61.0X AD-61.0 ALL VENTILATION CALCULATIONS ARE BASED ON:X AD-61.0 X AD-61.0 X AD-61.0
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7 BUILDING A ROOF LEVEL PLAN SCALE: 3/32"=1'-0"
1  City Council 23 – 10512/6/2022  11'-2 1/2" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT LEASING T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 123.21' FF 134.42' FF 144.50' FF HDR HDR HDR HDR 9'-1" 7TH FL SUBFLOOR T.O.PL HDR
9'-0" 8'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1" HDR HDR ROOF SHT'G FITNESS UNIT 3.4A LOBBY UNIT 2.1D-R UNIT 2.1A 12'-1" UNIT 4.1A-R UNIT 4.1F UNIT 0.1A UNIT 2.1E-R UNIT 2.1B UNIT 4.1B-R STAIR A3 UNIT 2.4A UNIT 2.4A UNIT 4.1G UNIT 4.1H UNIT 4.1H UNIT 0.1B UNIT 0.1B UNIT 0.1B UNIT 2.1F-R UNIT 2.1E-R UNIT 2.1F-R UNIT 2.1C UNIT 2.1B UNIT 2.1C UNIT 4.1C-R UNIT 4.1B-R UNIT 2.4B UNIT 4.1C-R STAIR A3 UNIT 2.4A UNIT 2.4B UNIT 4.1H UNIT 4.1H UNIT 0.1B UNIT 0.1B T
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9'-1 39/256" 9'-1" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB ON GRADE T.O.PL 3RD FL SUBFLOOR 4TH FL SUBFLOOR 5TH FL SUBFLOOR ROOF SHT'G. T.O.PL T.O.PL 2ND FL SUBFLOOR 124.70' FF HDR HDR HDR HDR HDR T.O.PL T.O.PL 8'-0 39/256" 8'-1" 8'-1" 8'-1" 8'-1"
GA2-43 UNIT 4.1A UNIT 4.1B UNIT 4.1C UNIT 4.1B UNIT 4.1C UNIT 0.3A UNIT 0.3B UNIT 0.3B UNIT 0.3B UNIT 0.3C STAIR A2 10 9 8.8
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3 9'-1 39/256" 9'-1" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB ON GRADE T.O.PL 3RD FL SUBFLOOR 4TH FL SUBFLOOR 5TH FL SUBFLOOR ROOF SHT'G. T.O.PL T.O.PL 2ND FL SUBFLOOR 124.70' FF HDR HDR HDR HDR HDR T.O.PL T.O.PL 8'-0 39/256" 8'-1" 8'-1" 8'-1" 8'-1" 128.58' 140.46' 150.54' 160.63' 2 TYP.
2 TYP.
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3 TYP. 3.1 3.2 TYP. 3.1 3.3 TYP. 3.1 BUILDING A NORTH & EAST EXTERIOR ELEVATIONSA2-20 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed.

FRENCH STREET
MINTER STREET GFRC WAINSCOT:
9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION 3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP 3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP 3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 12" WIDE x 1 1/2" DEEP 1 2
 City Council 23 – 10612/6/2022  1ST FL T.O. SLAB AT RESTAURANT T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 122.66' FF 134.42' FF 144.50' FF HDR HDR HDR HDR 7TH FL SUBFLOOR T.O.PL HDR HDR HDR ROOF SHT'G 11'-2 1/2" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT LEASING T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 123.21' FF 134.42' FF 144.50' FF HDR HDR HDR HDR 9'-1" 7TH FL SUBFLOOR T.O.PL HDR
9'-0" 8'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1" HDR HDR ROOF SHT'G 123.80' AVERAGE GRADE PLANE AVERAGE HEIGHT OF ROOF 71'-7 1/2" RESTAURANT LEASING / AMENITY FTINESS UNIT 2.6A-R UNIT 2.2C-R UNIT 2.2E UNIT 2.4B UNIT 2.6A-R UNIT 2.2B-R POOL DECK UNIT 2.2D UNIT 2.4A UNIT 2.6A-R UNIT 2.2B-R RETAIL UNIT 2.2D UNIT 2.4A UNIT 2.2D UNIT 2.2E UNIT 2.4A ROOF DECK UNIT 2.2F-R UNIT 2.4B UNIT 2.6A-R UNIT 2.2B-R 2 5 5.2 6.2 7.2 8.2 8.5 9.7 11 12 13
DA2-41 E A2-42 123.80' AVERAGE GRADE PLANE AVERAGE HEIGHT OF ROOF 71'-7 1/2" HDR HDR HDR HDR HDR HDR HDR 1ST FL T.O. SLAB AT RESTAURANT T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 122.66' FF 134.42' FF 144.50' FF 7TH FL SUBFLOOR T.O.PL ROOF SHT'G UNIT 0.1D UNIT 4.1K UNIT 2.6A-R UNIT 0.1D UNIT 0.1D UNIT 0.1C ENTRY UNIT 4.1K UNIT 4.1J UNIT 3.2B UNIT 3.2A UNIT 2.6A-R UNIT 2.6A-R RESTARAUNT STAIR A4 A
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6 1 TYP. TYP. 4 2.1 TYP. 1 TYP. 4 TYP. 9 2 TYP. 4 TYP. 1 TYP. 5 2 TYP. TYP. 4 1 TYP.TYP. 3.1 3.2 TYP.
3 3.3 TYP. 3.2 3.1 TYP. 3.1 BUILDING A SOUTH & WEST EXTERIOR ELEVATIONS SOUTH EXTERIOR ELEVATION SCALE: 3/32"=1'-0" 1 A2-21 WEST EXTERIOR ELEVATION SCALE: 3/32"=1'-0"2 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL ELEVATION NOTES BUILDING KEY PLAN ELEVATION LEGEND/KEYNOTES EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING RETAIL STOREFRONT SMOOTH FIBER CEMENT SIDING: METAL GUARDRAIL CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT SURFACE 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEP EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE EXPOSED CONCRETE EXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT - AD-51.0- AD-51.0 ADHERED MASONRY VENEER:
3 AD-26 24 AD-51.0 GLASS GUARDRAIL METAL CANOPY EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP 11 AD-51.0 11 AD-51.0 22 AD-61.0 - AD-XX- AD-51.0
3 AD-51.1 22 AD-51.0 OR 2.12
133.14 14 AD-61.05 SIGNAGE6 ART MURAL 7 TRELLIS8 FLAT CONCRETE ROOF TILE N
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A 4TH STREET MORTIMER STREET 5TH STREET

FRENCH STREET
MINTER STREET GFRC WAINSCOT:
9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION 3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP 3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 10" WIDE x 3" DEEP 3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 12" WIDE x 1 1/2" DEEP 1 2
 City Council 23 – 10712/6/2022  UNIT 2.1G-R UNIT 1.1B-R CLUBHOUSE UNIT 2.1H-R UNIT 2.1H-R RESTROOMS CORRIDOR UNIT 1.2B-R UNIT 1.2B-R UNIT 1.2B-R UNIT 1.2B-R UNIT 1.2B-R UNIT 1.1B-R UNIT 1.1B-R UNIT 1.1B-R UNIT 1.2B UNIT 1.2B UNIT 1.2B UNIT 1.2B UNIT 1.2B UNIT 1.1C UNIT 1.1E UNIT 1.1E 8'-11 1/2" 9'-1" 9'-1" 9'-1" T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 144.50' FF HDR HDR HDR HDR 9'-1" 7TH FL SUBFLOOR T.O.PL HDR
8'-0" 8'-1" 8'-1" 8'-1" 8'-1" ROOF SHT'G STAIR A4 UNIT 2.5A UNIT 2.5B UNIT 2.5B UNIT 2.5B UNIT 2.5B UNIT 1.2A UNIT 1.2B UNIT 1.2B UNIT 1.2B UNIT 1.2B 11'-5" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT RETAIL T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 123.00' FF 134.42' FF 144.50 FF HDR HDR HDR HDR9'-1" 7TH FL SUBFLOOR T.O.PL HDR 9'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" HDR HDR ROOF SHT'G. UNIT 2.2E UNIT 2.2D UNIT 2.2E UNIT 2.2D UNIT 2.2D UNIT 1.1E-R UNIT 1.1E-R UNIT 1.1D-R UNIT 1.1D-R UNIT 1.1A-R UNIT 1.2B UNIT 1.2B UNIT 1.2B UNIT 1.2B UNIT 1.2A 11'-5" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT RETAIL T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 123.00' FF 134.42' FF 144.50' FF HDR HDR HDR HDR9'-1" 7TH FL SUBFLOOR T.O.PL HDR 9'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" HDR HDR ROOF SHT'G 2 TYP.
2 TYP.
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2 TYP. 3.1 3.1 3.1 3.1 TYP. 3.1 3.2 TYP. 3.3 3.4 TYP. 3.1 3.2 TYP. 3 TYP. 3.1 3.2 TYP. COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A COURTYARD ELEVATIONSA2-22 BUILDING # SOUTH COURTYARD EXTERIOR ELEVATION SCALE: 1/8"=1'-0" 1 WEST COURTYARD EXTERIOR ELEVATION SCALE: 1/8"=1'-0"2 ELEVATION NOTES BUILDING KEY PLAN ELEVATION LEGEND/KEYNOTES EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING RETAIL STOREFRONT SMOOTH FIBER CEMENT SIDING: METAL GUARDRAIL CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT SURFACE 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEP EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE EXPOSED CONCRETE EXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT - AD-51.0- AD-51.0 ADHERED MASONRY VENEER:
3 AD-26 24 AD-51.0 GLASS GUARDRAIL METAL CANOPY EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP 11 AD-51.0 11 AD-51.0 22 AD-61.0 - AD-XX- AD-51.0
3 AD-51.1 22 AD-51.0 OR 2.1
2133.14 14 AD-61.05 SIGNAGE6 ART MURAL 7 TRELLIS8 FLAT CONCRETE ROOF TILE N
B
A 4TH STREET MORTIMER STREET 5TH STREET

PARKING GARAGE CORR UNIT UNIT CORR CORR CORR CORR CLUBHOUSE RETAIL POOL SPA 11'-5 3/64" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT RETAIL T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 123.00' FF 134.42' FF 144.50' FF HDR HDR HDR HDR 9'-1" 7TH FL SUBFLOOR T.O.PL HDR HDR
8'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1" UNIT
T
S
R
Q P.6 P.5 P.4
P N.4 N.1
N M.3
M L.6
L
K J.5
H G.9 G.7
G
F
E
D C.2
C
B

A UNIT UNIT UNIT DECK DECK DECK DECK DECK UNIT

PROPERTY LINE
11'-9 1/8" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT RESTAURANT T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 122.66' FF 134.42' FF 144.50' FF HDR HDR HDR HDR 9'-1" 7TH FL SUBFLOOR T.O.PL HDR HDR HDR
9'-0" 8'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1" UNIT UNIT UNIT UNIT DECK DECK DECK DECK UNIT DECK UNIT UNIT CORR CORR CORR CORR CORR CORR CORR UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT CORR CORR CORR CORR CORR CORR CORR UNIT UNIT UNIT 1 2 2.1 4.4 4.8 5.2 5.5 6.2 7.2 8.2 8.5 8.7 9.6 9.7 10.110.210.3 11 11.2 11.511.7 12 13 2 AD-33
4 AD-33 TYP. 1 HOUR CORRIDOR FLR / CLG ASSEMBLY 20 AD-22.1 TYP. 1 HOUR ROOF / CLG ASSEMBLY 9 AD-21 TYP. 3 HOUR HORIZ. ASSEMBLY - CONCRETE STRUCTURAL SLAB 17 AD-21 TYP. 1 HOUR HORIZ. ASSEMBLY - CONCRETE STRUCTURAL SLAB 13 AD-21 TYP. 1 HOUR UNIT / UNIT FLR / CLG ASSEMBLY 1 AD-21 TYP. 1 HOUR UNIT / CORRIDOR ASSEMBLY 20 AD-22.1 TYP. 1 HOUR CORRIDOR FLR / CLG ASSEMBLY 20 AD-22.1 TYP. 1 HOUR ROOF / CLG ASSEMBLY 9 AD-21 TYP. 3 HOUR HORIZ. ASSEMBLY - CONCRETE STRUCTURAL SLAB 17 AD-21 TYP. 1 HOUR HORIZ. ASSEMBLY - CONCRETE STRUCTURAL SLAB 13 AD-21 TYP. 1 HOUR UNIT / UNIT FLR / CLG ASSEMBLY 1 AD-21TYP. 1 HOUR UNIT / CORRIDOR ASSEMBLY 20 AD-22.1 TYP. "DRYCRETE" CONCRETE MAT SLAB TYP. "DRYCRETE" CONCRETE MAT SLAB BUILDING A SECTIONS A2-30 OVERALL BUILDING SECTION B SCALE: 3/32"=1'-0" 2 OVERALL BUILDING SECTION A SCALE: 3/32"=1'-0"1 COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 10912/6/2022 

PROPERTY LINE
11'-9 1/8" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT RESTAURANT T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 122.66' FF 134.42' FF 144.50' FF HDR HDR HDR HDR 9'-1" 7TH FL SUBFLOOR T.O.PL HDR HDR HDR
9'-0" 8'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1" RESTAURANT RETAIL UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT COURTYARD 1 2 2.1 4.4 4.8 5.2 5.5 TYP. 1 HOUR ROOF / CLG ASSEMBLY 9 AD-21 TYP. 3 HOUR HORIZ. ASSEMBLY - CONCRETE STRUCTURAL SLAB 17 AD-21 TYP. 1 HOUR UNIT / UNIT FLR / CLG ASSEMBLY 1 AD-21 TYP. "DRYCRETE" CONCRETE MAT SLAB BUILDING A SECTIONS OVERALL BUILDING SECTION C SCALE: 3/32"=1'-0" 1 A2-31 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL
 City Council 23 – 11012/6/2022  11'-9 1/8" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT RESTAURANT T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 122.66' FF 134.42' FF 144.50' FF HDR HDR HDR HDR 9'-1" 7TH FL SUBFLOOR T.O.PL HDR HDR HDR
9'-0" 8'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1"
A A2-40 UNIT UNIT UNIT UNIT DECK DECK DECK DECK UNIT DECK UNIT UNIT

PROPERTY LINE
9 AD-21
1 AD-21
4 AD-21 17 AD-21 13 AD-21 1-HR ROOF/CEILING1-HR FLOOR/CEILING 3-HR FLOOR/CEILING 2-HR FLOOR/CEILING NON-RATED DECK/CEILING TYP. 2 11'-9 1/8" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT RESTAURANT T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 122.66' FF 134.42' FF 144.50' FF HDR HDR HDR HDR9'-1" 7TH FL SUBFLOOR T.O.PL HDR HDR HDR 9'-0" 8'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1"
B A2-40 UNIT UNIT UNIT UNIT UNIT UNIT ROOF DECK

PROPERTY LINE
9 AD-211 AD-21 17 AD-21 13 AD-21 1-HR ROOF/CEILING 1-HR FLOOR/CEILING 3-HR FLOOR/CEILING 2-HR FLOOR/CEILING COPYRIGHT C It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A WALL SECTIONS A2-40 WALL SECTION 'B' SCALE: 1/4"=1'-0" B WALL SECTION 'A' SCALE: 1/4"=1'-0"
A WALL SECTION NOTES 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL MEMBERS. 2. FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25. 3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION DETAILS SEE 4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC SECTIONS 704. - AD-28
- AD-28 TO TYPICAL INSULATION VALUES ROOF / CEILING INSULATION LOCATION R-30 VALUE METAL STUD EXTERIOR WALL R-?? - AD-28 INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED 07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY CALCULATIONS. WOOD STUD EXTERIOR WALL R-21 FIRE STOPPING LEGEND UL SERIES LISTING --
- - -- - -
- - -- -- - PENETRATION DESCRIPTION ROUND BLANK OPENING RECTANGULAR BLANK OPNG BLANK OPNG WALL CHASE SINGLE PIPE PENETRATION MULTIPLE PIPE PEN SINGLE PIPE WALL CHASE DRAIN PER IN FLR BATH TUB PER IN FLR TOILET PEN IN FLOOR ROUND DUCT PENETRATION RECTANGULAR DUCT PEN CONC FLOORS CONC & MASONRY WALLS WOOD FRAME WALLS WOOD FRAME FLOORS C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-1000 C-AJ-1000 W-L-0000 W-L-0000 W-L-1000 W-L-1000 C-AJ-7000 C-AJ-7000 C-AJ-7000 C-AJ-7000 F-A-2000 F-A-1000 F-B-1000 W-L-7000 W-L-7000 F-C-0000 F-C-1000 F-C-8000 F-C-1000 F-C-2000 F-C-2000 F-C-7000 F-C-7000 2-HR FIRE BARRIER FRAMED ASSEMBLIES 3-HR HORIZONTAL SEPARATION SECTION LEGEND CONCRETE CMU ELEVATION KEYNOTES RETAIL STOREFRONT METAL GUARDRAIL EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEP GLASS GUARDRAIL METAL CANOPY EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP 2.12 133.145 SIGNAGE6 ART MURAL 7 TRELLIS8 FLAT CONCRETE ROOF TILE9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. 3 AD-26 24 AD-51.03 AD-51.1 22 AD-51.0 OR ELEVATION LEGEND EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING SMOOTH FIBER CEMENT SIDING: CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT SURFACE 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE EXPOSED CONCRETE EXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT - AD-51.0- AD-51.0 ADHERED MASONRY VENEER: 11 AD-51.0 11 AD-51.0 22 AD-61.0- AD-XX- AD-51.0 14 AD-61.0 GFRC WAINSCOT:
- AD-20 PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGS AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SEC. 714. FOR ADDITIONAL INFORMATION, SEE A A
B A
 City Council 23 – 11112/6/2022  DA2-41 UNIT UNIT UNIT UNIT RESTAURANT ROOF DECK

PROPERTY LINE AVERAGE ROOF SURFACE
73'-6 1/2"

BUILDING HEIGHT
1 AD-21 17 AD-21 1-HR FLOOR/CEILING 3-HR FLOOR/CEILING
9 AD-21 1-HR ROOF/CEILING
11'-9 1/8" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT RESTAURANT T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 122.66' FF 134.42' FF 144.50' FF HDR HDR HDR HDR9'-1" 7TH FL SUBFLOOR T.O.PL HDR HDR HDR 9'-0" 8'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1"
CA2-41 UNIT UNIT UNIT UNIT RESTAURANT DECK DECK DECK DECK ROOF DECK 73'-6 1/2"

BUILDING HEIGHT AVERAGE ROOF SURFACE
9 AD-21
1 AD-21
4 AD-21 17 AD-21 1-HR ROOF/CEILING 1-HR FLOOR/CEILING 3-HR FLOOR/CEILING NON-RATED DECK/CEILING TYP. 21 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A WALL SECTIONS A2-41 WALL SECTION 'D' SCALE: 1/4"=1'-0" D WALL SECTION NOTES 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL MEMBERS. 2. FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25. 3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION DETAILS SEE 4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC SECTIONS 704. - AD-28
- AD-28 TO TYPICAL INSULATION VALUES ROOF / CEILING INSULATION LOCATION R-30 VALUE METAL STUD EXTERIOR WALL R-?? - AD-28 INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED 07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY CALCULATIONS. WOOD STUD EXTERIOR WALL R-21 FIRE STOPPING LEGEND UL SERIES LISTING -- - - -
- - -
- - -- -- - PENETRATION DESCRIPTION ROUND BLANK OPENING RECTANGULAR BLANK OPNG BLANK OPNG WALL CHASE SINGLE PIPE PENETRATION MULTIPLE PIPE PEN SINGLE PIPE WALL CHASE DRAIN PER IN FLR BATH TUB PER IN FLR TOILET PEN IN FLOOR ROUND DUCT PENETRATION RECTANGULAR DUCT PEN CONC FLOORS CONC & MASONRY WALLS WOOD FRAME WALLS WOOD FRAME FLOORS C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-1000 C-AJ-1000 W-L-0000 W-L-0000 W-L-1000 W-L-1000 C-AJ-7000 C-AJ-7000 C-AJ-7000 C-AJ-7000 F-A-2000 F-A-1000 F-B-1000 W-L-7000 W-L-7000 F-C-0000 F-C-1000 F-C-8000 F-C-1000 F-C-2000 F-C-2000 F-C-7000 F-C-7000 2-HR FIRE BARRIER FRAMED ASSEMBLIES 3-HR HORIZONTAL SEPARATION SECTION LEGEND CONCRETE CMU ELEVATION KEYNOTES RETAIL STOREFRONT METAL GUARDRAIL EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEP GLASS GUARDRAIL METAL CANOPY EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP 2.1 2133.145 SIGNAGE6 ART MURAL 7 TRELLIS8 FLAT CONCRETE ROOF TILE9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. 3 AD-26 24 AD-51.03 AD-51.1 22 AD-51.0 OR ELEVATION LEGEND EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING SMOOTH FIBER CEMENT SIDING: CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT SURFACE 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE EXPOSED CONCRETE EXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT - AD-51.0- AD-51.0 ADHERED MASONRY VENEER: 11 AD-51.0 11 AD-51.0 22 AD-61.0- AD-XX- AD-51.0 14 AD-61.0 GFRC WAINSCOT:
- AD-20 PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGS AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SEC. 714. FOR ADDITIONAL INFORMATION, SEE WALL SECTION 'C' SCALE: 1/4"=1'-0" C
1 1 A
A
D
C
 City Council 23 – 11212/6/2022  11'-9 1/8" 10'-1" 8'-11 1/2" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB AT RESTAURANT T.O.PL 3RD FL (PODIUM LEVEL) T.O. SLAB 4TH FL SUBFLOOR 5TH FL SUBFLOOR 6TH FL SUBFLOOR T.O.PL T.O.PL T.O.PL 2ND FL T.O. SLAB 122.66' FF 134.42' FF 144.50' FF HDR HDR HDR HDR 9'-1" 7TH FL SUBFLOOR T.O.PL HDR HDR HDR
9'-0" 8'-0" 8'-0" 8'-1" 8'-1" 8'-1" 8'-1"
E A2-42 RESTAURANT UNIT UNIT UNIT UNIT DECK DECK DECK DECK UNIT DECK

PROPERTY LINE
9 AD-21
1 AD-21 17 AD-21
4 AD-21 1-HR ROOF/CEILING1-HR FLOOR/CEILING 3-HR FLOOR/CEILING NON-RATED DECK/CEILING TYP. 21 F A2-42 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A WALL SECTIONS A2-42 WALL SECTION NOTES 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL MEMBERS. 2. FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25. 3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION DETAILS SEE 4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC SECTIONS 704. - AD-28
- AD-28 TO TYPICAL INSULATION VALUES ROOF / CEILING INSULATION LOCATION R-30 VALUE METAL STUD EXTERIOR WALL R-?? - AD-28 INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED 07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY CALCULATIONS. WOOD STUD EXTERIOR WALL R-21 FIRE STOPPING LEGEND UL SERIES LISTING --
- - -- - -
- - -- -- - PENETRATION DESCRIPTION ROUND BLANK OPENING RECTANGULAR BLANK OPNG BLANK OPNG WALL CHASE SINGLE PIPE PENETRATION MULTIPLE PIPE PEN SINGLE PIPE WALL CHASE DRAIN PER IN FLR BATH TUB PER IN FLR TOILET PEN IN FLOOR ROUND DUCT PENETRATION RECTANGULAR DUCT PEN CONC FLOORS CONC & MASONRY WALLS WOOD FRAME WALLS WOOD FRAME FLOORS C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-1000 C-AJ-1000 W-L-0000 W-L-0000 W-L-1000 W-L-1000 C-AJ-7000 C-AJ-7000 C-AJ-7000 C-AJ-7000 F-A-2000 F-A-1000 F-B-1000 W-L-7000 W-L-7000 F-C-0000 F-C-1000 F-C-8000 F-C-1000 F-C-2000 F-C-2000 F-C-7000 F-C-7000 2-HR FIRE BARRIER FRAMED ASSEMBLIES 3-HR HORIZONTAL SEPARATION SECTION LEGEND CONCRETE CMU ELEVATION KEYNOTES RETAIL STOREFRONT METAL GUARDRAIL EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEP GLASS GUARDRAIL METAL CANOPY EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP 2.12 133.145 SIGNAGE6 ART MURAL 7 TRELLIS8 FLAT CONCRETE ROOF TILE9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. 3 AD-26 24 AD-51.03 AD-51.1 22 AD-51.0 OR ELEVATION LEGEND EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING SMOOTH FIBER CEMENT SIDING: CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT SURFACE 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE EXPOSED CONCRETE EXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT - AD-51.0- AD-51.0 ADHERED MASONRY VENEER: 11 AD-51.0 11 AD-51.0 22 AD-61.0- AD-XX- AD-51.0 14 AD-61.0 GFRC WAINSCOT:
- AD-20 PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGS AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SEC. 714. FOR ADDITIONAL INFORMATION, SEE WALL SECTION 'F' SCALE: 1/4"=1'-0" F WALL SECTION 'E' SCALE: 1/4"=1'-0"
E
A
E
A
F
 City Council 23 – 11312/6/2022  GA2-43 UNIT UNIT UNIT UNIT DECK DECK DECK PATIO UNIT DECK 9'-1 19/128" 9'-1" 9'-1" 9'-1" 9'-1" 1ST FL T.O. SLAB ON GRADE T.O.PL 3RD FL SUBFLOOR 4TH FL SUBFLOOR 5TH FL SUBFLOOR ROOF SHT'G. T.O.PL T.O.PL 2ND FL SUBFLOOR 124.70' FF T.O.PL. T.O.PL. HDR HDR HDR HDR HDR 8'-0 19/128" 8'-1" 8'-1" 8'-1" 8'-1"
9 AD-21
1 AD-21
4 AD-21 1-HR ROOF/CEILING 1-HR FLOOR/CEILING NON-RATED DECK/CEILING TYP. 2 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING A WALL SECTIONS A2-43 BUILDING # WALL SECTION NOTES 1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL MEMBERS. 2. FOR FIRE RATINGS OF WALLS SEE SHEETS A0-11 THRU A0-25. 3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION DETAILS SEE 4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC SECTIONS 704. - AD-28
- AD-28 TO TYPICAL INSULATION VALUES ROOF / CEILING INSULATION LOCATION R-30 VALUE METAL STUD EXTERIOR WALL R-?? - AD-28 INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED 07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY CALCULATIONS. WOOD STUD EXTERIOR WALL R-21 FIRE STOPPING LEGEND UL SERIES LISTING --
- - -- - -
- - -- -- - PENETRATION DESCRIPTION ROUND BLANK OPENING RECTANGULAR BLANK OPNG BLANK OPNG WALL CHASE SINGLE PIPE PENETRATION MULTIPLE PIPE PEN SINGLE PIPE WALL CHASE DRAIN PER IN FLR BATH TUB PER IN FLR TOILET PEN IN FLOOR ROUND DUCT PENETRATION RECTANGULAR DUCT PEN CONC FLOORS CONC & MASONRY WALLS WOOD FRAME WALLS WOOD FRAME FLOORS C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-0000 C-AJ-1000 C-AJ-1000 W-L-0000 W-L-0000 W-L-1000 W-L-1000 C-AJ-7000 C-AJ-7000 C-AJ-7000 C-AJ-7000 F-A-2000 F-A-1000 F-B-1000 W-L-7000 W-L-7000 F-C-0000 F-C-1000 F-C-8000 F-C-1000 F-C-2000 F-C-2000 F-C-7000 F-C-7000 2-HR FIRE BARRIER FRAMED ASSEMBLIES 3-HR HORIZONTAL SEPARATION SECTION LEGEND CONCRETE CMU ELEVATION KEYNOTES RETAIL STOREFRONT METAL GUARDRAIL EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2 1/2" WIDE x 1 1/2" DEEP GLASS GUARDRAIL METAL CANOPY EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP 2.12 133.145 SIGNAGE6 ART MURAL 7 TRELLIS8 FLAT CONCRETE ROOF TILE9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION ELEVATION NOTES 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A FLUSH SUBSTRATE SURFACE. 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND SURFACE-MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO CLOSURE OF FRAMING. 10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB CONTRACTOR. 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH SELECTIONS. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE AVAILABLE FOR THE BID PRICE. 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. 3 AD-26 24 AD-51.03 AD-51.1 22 AD-51.0 OR ELEVATION LEGEND EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. EXHAUST TERMINATION - SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST VENTS AND ANY OPENINGS INTO THE BUILDING SMOOTH FIBER CEMENT SIDING: CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT SURFACE 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, U.N.O. EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL GROUT: CONCAVE PROFILE EXPOSED CONCRETE EXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTH HARD TROWELED FINISH & PAINT - AD-51.0- AD-51.0 ADHERED MASONRY VENEER: 11 AD-51.0 11 AD-51.0 22 AD-61.0- AD-XX- AD-51.0 14 AD-61.0 GFRC WAINSCOT:
- AD-20 PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR/CEILINGS AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SEC. 714. FOR ADDITIONAL INFORMATION, SEE WALL SECTION 'G' SCALE: 1/4"=1'-0" G
A
G
 City Council 23 – 11412/6/2022  1 2
1 5
9 10 13 16 18 19 23 B.1 H.8
L
L
M
M
N

N CORRIDOR VENTILATION SHAFT CORRIDOR VENTILATION SHAFT CORRIDOR VENTILATION SHAFT FEC SP SP FEC FEC FEC
1 2
1 5
9 10 13 16 18 19 23 B.1 H.8
L
L
M
M
N
N
1 2
1 5
9 10 13 16 18 19 23 B.1 H.8
L
L
M
M
N

N LV ELEC ELEC

LV LV ELEC ELEC
LV

LV ELEC

ELEC LV LV

ELEC LV
ELEC

LV ELEC
LV
ELEC UP UP UP UP UP 14 15 17
BCE
FG
H
D
J
A
3 4
6 7
8 11 12 20 21 22
KH.9 H.7
AKE.8 H.3 B.1
R
W TRASH / LOADING UP 5%
UP 5% BIKE STORAGE ROOM FIRE PUMP ROOM BOOSTER PUMP ROOM VAN 130.82' 129.94' 131.70' 127.30' 126.70' 130.30' 126.70' 126.68' 126.70' 126.70' 126.70' 128.76' 126.70' 130.30' 130.30' 130.30' 131.84' 131.84' 131.84' 131.61' 130.17' 126.57' 126.00' 126.00' 126.68' 126.70' 126.07' 125.82' 126.70' 126.70' 126.70' 127.61' 127.13' 128.76' 127.30' 126.70' UP 5% UP 6.2% UP 2%

G MAILROOM PARCEL
ñ
ñ
ñ
ñ
ñ
ñ
ñ
ñ
ñ
ñ
ñ
ñ

FEC FEC
FEC TRASH VESTIBULE ELECTRICAL ROOM STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 LV ELEC MPOE IDF UP DN 6.5% UP DN UP UP DN 2% UP
G
G
DN 8%
DN 4.67%
ELEC UP DN 4.67% DN 4.67%
DN 4.67% STORAGE 239'-0" 38'-6" 9'-1" 2'-2" 12'-0" 1'-6" 2'-0" 29'-6" 1'-6" 28'-6" 30'-0" 30'-0" 31'-6" 13'-0" 3'-4" 6'-5" 36'-8" 18'-0" 8'-7" 1'-0 1/8" 244'-8 1/2"
7 1/2" 73'-2 1/2" 32'-0" 8'-9 1/2" 16'-0" 2'-3" 7'-4" 20'-5" 13'-6" 4'-0" 13'-4" 27'-3" 2'-11" 1'-2"3'-4" 6'-9" 239'-0" 51'-11" 26'-6" 6'-0" 36'-1" 46'-5" 39'-2" 6'-0" 26'-11" 6'-10" 31'-8" 13'-5" 20'-11" 10'-0" 2" 37'-6" 37'-8" 0" 18'-8" 15'-9" 244'-10 1/2"
9 1/2" 73'-2 1/2" 32'-0" 8'-9 1/2" 22'-8" 95'-2" 5'-6" 6'-9" 34'-8" 23'-10" 6" 36'-2" 29'-7" 53'-2" 2" 43'-0" 11'-6 1/2" 1'-0" 8'-9 1/2" 42'-10 1/2" 2" 40'-6" 2" 12'-7" 6'-5" UNIT 2.2P-R B102 A5-26 1 A2-61
2 A2-60
1 A2-60
2 A2-61 UNIT 0.2A B101 A5-02 UNIT 1.3B B104 A5-14 UNIT 1.1F-R B103 A5-12 UNIT 4.1L-R B105 A5-44 UNIT 4.2A-R B106 A5-45 UNIT 3.1A B107 A5-31 UNIT 2.2G-R B108 A5-25 UNIT 1.1G B109 A5-12 UNIT 1.1H B110 A5-12 UNIT 4.2A B112 A5-45 UNIT 2.2L B114 A5-26 UNIT 3.2C B111 A5-32 UNIT 2.3A B113 A5-27 333
3333
3 33 3 3
3 4
4 4 4 4 4
4 4
44 4
11'-10"
1 A2-62 2 A2-62
3 A2-62 B101 B102 B103 B104 B105 B106 B107 B108 B109 B110 B111 B112 B113 B114 B115 B116 B117 B118 B120 B121 B122 B123 B124 B126 B125 B127 B128 B129 B119 1 A5-84
1 A5-82
1 A5-80
1 A5-78
2 A5-641 A5-92
1 A5-96
1'-0" 20'-6" 7'-7"
2'-6 1/2" 5'-6" 2'-7" 7'-0" 2'-7" 2" 23'-10" 6" 24'-0" 5'-6" 4 1/2" 1'-6" 25'-0" 6'-0" 19'-8 1/2" 2" 10'-7 1/2" 2" 12'-0" 2" 23'-10" 6" 23'-10" 10'-5" 20'-3" 21'-2" 8'-7 1/2" 10'-3 1/2" 6'-2 1/2" 1'-6"
1'-6" 5'-4"
9 9 10A 14
1 1 A2-70 A2-70
22 A2-70 A2-70 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B FIRST LEVEL FLOOR PLAN A2-51 BUILDING COMPOSITE PLAN NOTES 6 AD-31 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON 7. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FOR SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. - AD-XX ALL AD-02.1 ALL AD-01 TO KEYNOTES MECHANICAL SHAFT - SEE MECHANICAL DWGS LINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. BUILDING PLAN LEGEND DOOR SYMBOL FLOOR DRAIN - SEE PLMB XX WINDOW & STOREFRONT SYMBOL - A7-20
- A7-40 X FEC AD-XX DS DOWNSPOUT
X AD-XX WATERPROOF TRAFFIC COATING FD DIRECTION OF SLOPE - 1/4" / FT U.N.O.

X AD-XX 3-HR RATED FIRE WALL CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) ALL AD-20 18 AD-22 12 - A7-10
- A7-30 ACCESSIBLE PARKING SPACE
X AD-XXX AD-XX WATERPROOF TRAFFIC COATING FRAMED WALL - 6" METAL STUD CONCRETE COLUMN MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. FULL HEIGHT STEEL FENCING -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" 16 AD-31 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEX AD-XX FRAMED WALL - 3-5/8" METAL STUD AIRCRAFT CABLE VEHICULAR BARRIER SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB -6" TOC X AD-XX CONCRETE WHEEL STOP DETECTABLE WARNINGS, MIN 36" WIDEX AD-XX CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) COLUMN CAP CMU WALL - SEE STRUCTURAL FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB CONCRETE WALL - SEE STRUCTURAL CONCRETE STRUCTURAL SLAB TRANSITIONS 3 RETAIL PARKING SPACE4 GUEST PARKING SPACE5 EV READY SPACE (FUTURE) 6 EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 10 3 AD-31 12 AD-31 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 2-HR RATED FIRE BARRIER STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 1314 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB BUILDING B FIRST FLOOR PLAN SCALE: 3/32"=1'-0" 1 N
 City Council 23 – 11512/6/2022 

CORRIDOR VENTILATION SHAFT CORRIDOR VENTILATION SHAFT CORRIDOR VENTILATION SHAFT FEC SP SP FEC FEC FEC
1 2
1 5
9 10 13 16 18 19 23 B.1 H.8
L
L
M
M
N
N
1 2
1 5
9 10 13 16 18 19 23 B.1 H.8
L
L
M
M
N

N LV ELEC ELEC

LV LV ELEC ELEC
LV

LV ELEC

ELEC LV LV

ELEC LV
ELEC

G MAILROOM PARCEL
ñ
ñ
ñ ñ
ñ
ñ
ñ ñ
ñ
ñ
ñ
ñ

FEC FEC
FEC TRASH VESTIBULE ELECTRICAL ROOM STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 LV ELEC MPOE IDF UP DN 6.5% UP DN UP UP DN 2% UP
G
G
DN 8%
DN 4.67%
ELEC UP DN 4.67% DN 4.67%
DN 4.67% STORAGE 126.00' TSS 126.00' 126.70' 126.70' 125.07' 126.00' 126.00' 126.70' TSS 126.70' TSS 126.70' 124.42' DN 1.5% 124.30' 124.42' 1% 1% 125.86'124.27' 126.55' 124.26' 1.1% 1% 1%
1% 126.61' 124.95' 126.61' 124.95' 126.70' TSS 126.70' 126.70' 125.57' 126.70' 125.57' 126.70' T.CURB 1%1% 1 A2-61
2 A2-60
1 A2-60
2 A2-611 1 A2-70 A2-70
22 A2-70 A2-70 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B FIRST LEVEL SLAB PLAN A2-51S BUILDING B FD FLOOR DRAIN KEYPLAN SLAB PLAN NOTES SYMBOL LEGEND DIRECTION OF SLOPE - 1/4" / FT U.N.O. CONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLAB DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE CONCRETE TOPPING SLAB. 4" DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O. CONCRETE SLAB ON GRADE PER LANDSCAPE CONCRETE SLAB OVER STRUCTURAL FOAM - SEE STRUCTURAL FOR ADDITIONAL INFORMATION 1. TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONAL DIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMING ALIGNMENT" DETAIL BELOW. 2. SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP. 3. AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES, SUPPORTS, ETC. ACCORDINGLY. 4. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES. 5. PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS. 6. PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALL REVIEW AND APPROVE THE FOUNDATION EXCAVATIONS. 7. PROVIDE PENETRATION FIRESTOP SYSTEMS PER 8. AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE AND CONCRETE SUBSTRATE, TYP. U.N.O. 9. PROVIDE VAPOR BARRIER BELOW ON-GRADE SLABS WHERE MOISTURE-SENSITIVE FLOOR COVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER - SEE GEOTECH REPORT. 10. ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILD ELEMENTS THAT MAY REQUIRE EMBED PLATES. 11. STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOW THE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURAL DRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY. -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" CONCRETE STRUCTURAL SLAB TRANSITIONS SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB SLAB & FRAMING ALIGNMENT CONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL AND STRL FOR ADDITIONAL INFORMATION

X AD-XX
X AD-XX FD 2 STAGE FLOOR DRAIN
X AD-XXX AD-XX -6" TOC DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE WATERPROOF TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS), TYP, U.N.O. DEPRESSED CONCRETE STRUCTURAL SLAB TO RECEIVE DECORATIVE PAVING PER LANDSCAPE. 6" DEPRESSION AT TOP OF SLOPE (WHERE OCCURS) U.N.O. TOOLED CONTROL JOINT IN CONCRETE TOPPING SLAB CONCRETE SLAB OPENINGX AD-XXX AD-XXX AD-XXX AD-XXX AD-XX ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TO COORDINATE WITH ARCHITECT. EXTERIOR FINISH ALIGN EXTERIOR FINISH MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE ARCH AND STRL PLANS IF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM "Z" FLASHING OR SIMILAR APPROVED MATERIAL ALTERNATIVELY:PROVIDE SUITABLE FILL MATERIAL OR EXTEND CONCRETE SLAB TO ALIGN WITH EXTERIOR WALL SUBSTRATE. GC TO COORDINATE WITH ARCHITECT MULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEE ARCH AND STRL PLANS TYP ELEVATED SLAB DIMENSION POINT PER FLOOR PLAN DIMENSION POINT PER FLOOR PLAN

B TYP SLAB ON GRADE

A WALL ASSEMBLY PER PLAN WALL ASSEMBLY PER PLAN
N BUILDING B FIRST FLOOR SLAB PLAN SCALE: 3/32"=1'-0"
1  City Council 23 – 11612/6/2022  1 2
1 5
9 10 13 16 18 19 23 B.1 H.8
L
L
M
M
N

N CORRIDOR VENTILATION SHAFT CORRIDOR VENTILATION SHAFT CORRIDOR VENTILATION SHAFT IDF FEC SP SP FEC FEC

FEC STORAGE
1 2
1 5
9 10 13 16 18 19 23 B.1 H.8
L
L
M
M
N
N
1 2
1 5
9 10 13 16 18 19 23 B.1 H.8
L
L
M
M
N

N LV ELEC ELEC

LV LV ELEC ELEC
LV

LV ELEC

ELEC LV LV
ELEC
LV ELEC 14 15 17
BCE
FG
H
D
J
A
3 4
6 7
8 11 12 20 21 22
KH.9 H.7
AKE.8 H.3 B.1
R W G UP 5% RAMP UP 93' (RUN) (5% SLOPE) = 4.65' (RISE) UP 3.5% DN 5% OPEN TO BELOW VAN 142.39' 142.39' 136.34' 143.47' 137.89' 143.47' 136.34' 136.34' 137.89' 137.89' 136.20' 137.75' 136.34' 137.89' 142.39' 142.39' 143.47' 143.47' 143.24' 142.16' 137.89' 140.85' 140.85' UP 5% UP DN UP EV EV EV EV
EV

EV EV EV
ñ ñ
ñ
ñ
ñ
ñ
ñ
ñ
ñ
ñ
ñ ñ

FEC FEC

FEC FEC LV ELEC LV ELEC
LV ELEC STAIR B1 STAIR B2 STAIR B3 STAIR B4 ELEV. B1 ELEV. B2 IDF UPDN LV
ELEC UP UP DN DNUP TRASH VESTIBULE UNIT 2.2P-R B202 A5-26 1 A2-61
2 A2-60
1 A2-60
2 A2-61 UNIT 0.2A B201 A5-02 UNIT 2.1Q B204 A5-23 UNIT 1.1F-R B203 A5-12 UNIT 4.1M-R B205 A5-44 UNIT 4.2B-R B206 A5-45 UNIT 3.1B B207 A5-31 UNIT 2.2H-R B208 A5-25 UNIT 2.1J-R B209 A5-22 UNIT 1.1K B210 A5-12 UNIT 4.2B B212 A5-45 UNIT 2.2M B214 A5-26 UNIT 4.1N B211 A5-44 UNIT 2.3B B213 A5-27 6 66666
6 6 6 6
6 6
6 6 239'-0" 38'-6" 9'-1" 2'-2" 12'-0" 1'-6" 2'-0" 29'-6" 1'-6" 28'-6" 30'-0" 30'-0" 31'-6" 13'-0" 3'-4" 6'-5" 36'-8" 18'-0" 8'-7" 1'-0 1/8" 244'-8 1/2"
7 1/2" 73'-2 1/2" 32'-0" 8'-9 1/2" 16'-0" 2'-3" 7'-4" 20'-5" 13'-6" 4'-0" 13'-4" 27'-3" 2'-11" 1'-2"3'-4" 6'-9" 239'-0" 51'-11" 26'-6" 6'-0" 36'-1" 46'-5" 39'-2" 6'-0" 26'-11" 6'-10" 31'-8" 13'-5" 20'-11" 10'-0" 2" 37'-6" 37'-6" 2" 18'-8" 15'-9" 244'-10 1/2"
9 1/2" 73'-2 1/2" 32'-0" 8'-9 1/2" 22'-8" 95'-2" 5'-6" 6'-9" 34'-8" 23'-10" 6" 36'-2" 29'-7" 53'-2" 2" 43'-0" 11'-6 1/2" 1'-0" 10'-3 1/2" 42'-10 1/2" 2" 40'-6" 2" 12'-7" 6'-5"
11'-10"
1 A2-62
2 A2-62
3 A2-62 B201 B202 B203 B204 B205 B206 B208 B207 B209 B210 B211 B212 B213 1 1 A2-70 A2-70
22 A2-70 A2-70
2 A5-84
2 A5-82
2 A5-80
2 A5-78
2 A5-92
2 A5-96 COPYRIGHT C
It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 License Stamp Project Contact: Email: Principal: Project Designer: Project Director: KTGY Project No: 2017-0934 Debbie Holland [email protected] Wil Wong D. Schoolmeester Debbie Holland Developer PHONE NO. 4199 CAMPUS DRIVE IRVINE, CA 92612 (714) 342-2502 415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
4TH AND MORTIMER No. Date Description
08-01-2022 FIRST PLAN CHECK SUBMITTAL BUILDING B SECOND LEVEL FLOOR PLAN BUILDING B SECOND FLOOR PLAN SCALE: 3/32"=1'-0" 1 A2-52 BUILDING COMPOSITE PLAN NOTES
6 AD-31 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON 7. THE FLAME-SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE FIRE-RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE-RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE-IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE PROTECTION PER 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FOR SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. - AD-XX ALL AD-02.1 ALL AD-01 TO KEYNOTES MECHANICAL SHAFT - SEE MECHANICAL DWGS LINE OF FLOOR ABOVEFIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, SEMI-RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. BUILDING PLAN LEGEND DOOR SYMBOL FLOOR DRAIN - SEE PLMB XX WINDOW & STOREFRONT SYMBOL - A7-20
- A7-40 X FEC AD-XX DS DOWNSPOUT
X AD-XX WATERPROOF TRAFFIC COATING FD DIRECTION OF SLOPE - 1/4" / FT U.N.O.

X AD-XX 3-HR RATED FIRE WALL CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) ALL AD-20 18 AD-22 12 - A7-10
- A7-30 ACCESSIBLE PARKING SPACE
X AD-XXX AD-XX WATERPROOF TRAFFIC COATING FRAMED WALL - 6" METAL STUD CONCRETE COLUMN MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. FULL HEIGHT STEEL FENCING -X" DEPRESSION SLOPE TO LEVEL LEVEL TO SLOPE DEPRESSION TO SLOPE -X" 16 AD-31 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVEX AD-XX FRAMED WALL - 3-5/8" METAL STUD AIRCRAFT CABLE VEHICULAR BARRIER SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -3" FS FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB -6" TOC X AD-XX CONCRETE WHEEL STOP DETECTABLE WARNINGS, MIN 36" WIDEX AD-XX CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) COLUMN CAP CMU WALL - SEE STRUCTURAL FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB CONCRETE WALL - SEE STRUCTURAL CONCRETE STRUCTURAL SLAB TRANSITIONS 3 RETAIL PARKING SPACE4 GUEST PARKING SPACE5 EV READY SPACE (FUTURE) 6 EV CHARGING SPACE (INSTALLED),REFER TO DETAIL 9/AD-31 7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 10 3 AD-31 12 AD-31 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 2-HR RATED FIRE BARRIER STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 1314 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB N
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Santa Ana City CouncilDecember 6, 2022

Santa Ana City Council
December 6, 2022