Exhibit 4 - Project Plans — Santa Ana City Council, November 21, 2023

X#.#
X
X-#
Water Closet WC
WD Wood
Typical TYP
Top Of Curb TC
TW Top Of Wall
Top of Paraphet
Top Of Grade TG
TOP
RD Roof Drain
SCH Schedule
Specification
Similar
Sheet SHT
SIM
SPEC
RM Room
Required REQ'D
STRUCT Structural
Height HT
Property Line PL
MTL
MECH Mechanical
Metal
Not To Scale
Natural Grade NG
NTS
On Center OC
LWC Light Weight Concrete
Air Conditioning HVAC
WIC Walk In Closet

GRID LINES

DETAIL REFERENCE
WINDOW
DOOR

SECTION CUT
INTERIOR ELEVATION REF.

DETAIL ENLARGEMENT REF.

DETAIL REFERENCE

REVISION NUMBER

SMOKE DETECTOR

NOTE REFERENCE
FAN

OUTLET W/GROUND -FAULT

CIRCUIT -INTERRUPTER

DUPLEX RECEPTACLE OUTLET
"HALF -HOT" OUTLET

SPLIT -WIRED RECEPTACLE

THREE -WAY SWITCH

SINGLE -POLE SWITCH

CEILING MOUNTED

JUNCTION BOX

COMPUTER DATA OUTLET

TELEVISION / CABLE OUTLET

INCANDESCENT LIGHTING

CEILING MOUNTED

INCANDESCENT LIGHTING

WALL MOUNTED

FLUORESCENT LIGHTING

CEILING RECESSED

TELEPHONE OUTLET
Aluminum AL
BLDG
BALC Balcony
Building
CONC Concrete
Double
Continuous CONT
DBL
CLR
CLO
CLG
CL Center Line
Ceiling
Closet
Clear
Down Spout
Down DN
DS
DIM Dimension
FL Floor
Face of Wall (Finish)
Face of Stud FOS
FOW
GEN
GYP Gypsum Board
General
Fire Extinguisher
Foot or Feet FT
FX
FG
FF
FD
EXT Exterior
Floor Drain
Finish Floor
Finish Grade
Fire Hose Cabinet
Fire Hydrant FH
FHC
EXIST
EQ Equal
Existing
Elevation
Electrical
Drawing DWG
ELEC
ELEV
Square Feet SF
xx
xx
SD
TV
S3
S
J
GFI
SITE

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

FOETATS
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ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.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:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

PROJECT

INFORMATION
.G1.01

THIS PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & LOCAL CODES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
• 2019 CALIFORNIA BUILDING CODE
• 2019 CALIFORNIA FIRE CODE
• 2019 CALIFORNIA ELECTRICAL CODE TITLE 24
• 2019 CALIFORNIA MECHANICAL CODE
• 2019 CALIFORNIA PLUMBING CODE
• 2019 GREEN BUILDING STANDARDS CODE

CONSULTANTS

PROJECT SUMMARY
THE MADISON, 200 N. CABRILLO, SANTA ANA, CA 92701

TAG DESIGN WORKS
JOHNNY LU, AIA, LEED AP, C30396
411 E. HUNTINGTON DR., SUITE 308
ARCADIA, CA 91006

STEVEN CHEN - PRINCIPAL
[email protected]
T: 626.446.5300
CIVIL
KHR

JIM KAWAMURA - PRINCIPAL
[email protected]

STRUCTURE

VCA STRUCTURAL ENGINEERS

BRETT KAUFMANN - PRINCIPAL
[email protected]
1845 W Orangewood Ave #200, Orange, CA 92868
T: (714) 978 -9780
MEP

GREEN MEP
BRUCE ENTEZAM – ENGINEERING OPERATIONS OFFICER
[email protected]
20341 IRVINE AVE D3, NEWPORT BEACH, CA 92660
T: (949) 232 -1919
SOIL
LEIGHTON GROUP, INC.

DJAN CHANDRA – SENIOR PRINCIPAL ENGINEER
[email protected]
17781 COWAN, IRVINE, CA 92614
T: (949) 250 -1421

LANDSCAPE
TRIBUTARY LA, INC.

GLEN BROUWER - PARTNER
glen@trib -la.com
2725 JEFFERSON ST, CARLSBAD, CA 92008
T: (760) 434 -9300

ACOUSTICAL

VENEKLASEN
JOHN LOVERDE – PRINCIPAL
[email protected]
1711 16TH ST, SANTA MONICA, CA 90404
T: (310) 450 -1733

FIRE MASTER PLAN

YCI CODE CONSULATING
JOHN YOUNGHUSBAND – PRESIDENT
[email protected]
318 AVENUE I #466 REDONDO BEACH, CA 90277
T: (310) 844 -0825

SURVEYOR

WATERPROOFING
MAXWELL BUILDING ENCLOSURE, INC.

MAX FARAJI
[email protected]
30025 ALICIA PARKWAY,
SUITE 655 LAGUNA NIGUEL, CA 92677
T: (949) 510 2292

DRY UTILITY

MORROW MANAGEMENT

DAVID WOLFF
[email protected]
1130 VIA CALLEJON, SAN CLEMENTE,
CALIFORNIA, 92673

LOW VOLTAGE
SMART SYSTEMS TECHNOLOGIES, INC.

RAUL FLORES
[email protected]
9 GOODYEAR, IRVINE, CA 92618
CELL: (949) 289 -8629

ADDRESSING CONSULTANT

GANNON DESIGN

VICKI DELAWDER - PROJECT MANAGER
[email protected]
360 S. GLASSELL ST., SUITE A
ORANGE, CA 92866
(714) 473 -6289 M
(714) 538 -5591 O

PROJECT DESCRIPTION

ADDRESS
A.P.N.

REDEVELOPMENT PROJECT AREA

OWNER NAME

OWNER ADDRESS
OWNER PHONE #
ZONING

CONSTRUCTION TYPE

NUMBER OF STORIES
MAX. BUILDING HEIGHT ALOWED

PROPOSED BUILDING HEIGHT

HIGHTEST OCCUPIED LEVEL

FLOOR AREA TABULATION

FIRE SPRINKLERS

LOT AREA

OPEN SPACE

DENSITY
F.A.R.

OCCUPANCY

CONSTRUCITON TYPE
(CHAPTER 5)

ALLOWABLE HEIGHT & STORIES
(TABLE 504)
ALLOWABLE AREA (SECTION 506)

OCCUPANCY SEPARATION
(TABLE 508.3.3)

PARKING SPACE

PROPOSED UNIT

DEFERRED SUBMITTAL
NOTE:

THE PROJECT IS A 7 -STORY MIXED USE DEVELOPMENT CONSISTING OF 260 APARTMENT UNITS WITHIN ONE 5 -STORY TYPE -IIIA BUILDING, AND CONSTRUCTED OVER ONE 3 -STORY TYPE -IA STRUCTURE WITH 2 LEVELS ABOVE GRADE AND ONE LEVEL BELOW GRADE. THE PROJECT PROVIDES STUDIO, 1 -BEDROOM, 2 -BEDROOM, AND LOFT UNITS, AS WELL AS A POOL, SPA, (2) OPEN

AIR TERRACES, FITNESS CENTER, BUSINESS CENTER, CLUB ROOM, AND PRIVATE BALCONIES IN THE TYPE IIIA STRUCTURE. THE PROJECT INCLUDES (4) LIVE/WORK UNITS, (2) SEPARATE RETAIL SPACES, A LEASING CENTER WITHIN THE TYPE IA STRUCTURE.
200 N. CABRILLO, SANTA ANA, CA 92701
400 -071 -03

METRO EAST MIXED USE OVERLAY ZONE

TA PARTNERS APARTMENT FUND V LLC

JEFF CARLSON - DEVELOPMENET MANAGER
16800 ASTON ST, SUITE 275
IRVINE, CA 92606
949 -294 -2666

MIXED USE(MU)
TYPE III -A (LEVEL 3 -7), TYPE I -A (LEVEL 1 -2 ABOVE GRADE & ONE LE VEL BELOW GRADE) 7 85' -0" ALLOWED (BY 2019 CBC)
84' -0"
73' -8"
SEE G3.01, G3.02
NFPA 13

2.79 ACRES (121,762 SF)

1.03 ACRES (44,977 SF)
260 UNITS / 2.79 ACRES = 93.2 DU/AC

4.1 R-2 - APARTMENT

A - AMENITIES

B - LEASING & AMENITIES

M - RETAIL
S-1 - GARAGE STORAGE & ACCESSORY SPACES
S-2 - GARAGE STORAGE & ACCESSORY SPACES
( PER CBC 2019 CHAPTER 3)
(3) STORIES TYPE lA W/ MODIFICATIONS CONCRETE/CMU/MTL FRAMING (5) STORIES TYPE lllA (OVER 3 -STORIES TYPE lA) LIGHT WOOD FRAMING (1) STORY SUBTERRANEAN & (2) STORIES ABOVE GRADE PLANE FOR TYPE lA BUILDING (HORIZONTAL BUILDING SEPARATION ALLOWANCE PER SECTION 510.2 (5) STORIES & 85' -0" FOR TYPE lllA CONSTRUCTION (PER SECTION 504.3) AUTOMATIC SPRINKLER INCREASE S (TABLE 504.2)
ALLOWABLE AREA PER STORY Aa (SECTION 506.2.3 EQUATION 5 -2) REFER TO FRONTAGE INREASE CALCS (SECTION 506.3)
R-2 / B 1 HOUR
R-2 / A NOT REQUIRED
R-2 / S -2 1 HOUR
S-1 / S -2 NOT REQUIRED
R-2 / M 1 HOUR
A / S -2 NOT REQUIRED
468
260

PARKING SUMMARY

VICINITY MAP

CABRILLO PARK DRIVE

SANTA ANA FREEW
AY
E 4TH STREET
E 1 ST STREET
4/22/2022 100%DD SUBMITTAL
5/31/2022 25% CD 1st PLAN CHECK SUBMITTAL

SUBMITTAL LOG

UNIT COUNT
STUDIO 54 UNITS x1.5% RATIO (260x1.5%)
1 BEDROOM / 1 BATH 154 UNITS 2 BEDROOM / 2 BATH (2 SPACES;TANDEM) 44 UNITS
3 BEDROOM / 3 BATH (2 SPACES;TANDEM) 4 UNITS
LIVE / WORK (2 SPACES;TANDEM) 4 UNITS ________________________________________________________________ 260 UNITS
= 390 STALLS REQUIRED
395 STALLS PROVIDED
TOTAL RESIDENTIAL UNITS: 260
RETAIL UNITS: 2 SPACES -2,144 SF (NORTH RETAIL)
-4,248 SF (SOUTH RETAIL)
- PLUS, 4 LIVE/WORK UNITS ABOVE
PARKING/TRAFFIC STUDY:

VEHICLE PARKING
TOTAL RESIDENTIAL PARKING : 395 STALLS (1.5RATIO) TOTAL GUEST/RETAIL PARKING: 53 STALLS (0.20RATIO) TOTAL STALLS: 468 STALLS (1.70RATIO) TOTAL TANDEM STALLS: 104 STALLS (00%) TOTAL H.C. STALLS: 11 STALLS 53 STALLS x 5% 3 RETAIL/GUEST 395 STALLS x 2% 8 RESIDENTIAL ELECTRIC VEHICLE CHARGING CALCULATION:
448 STALLS x 5% = 22.4 ~ 23 EVC STALLS REQUIRED
PROVIDE: 1 VAN ACCESSIBLE EV + 1 STD ACESSIBLE EV

PARKING SCHEDULE - RESIDENTIAL
Description Type Count
RESIDENTIAL ADA ADA Residential Garage 9'-0" X 18'-0 " 9 9 RESIDENTIAL STANDARD Residential Garage 8'-6" X 18'-0" 263 263
RESIDENTIAL TANDEM Tandem Garage 8'-6" X 18'-0" 2 144
144
Grand total: 416 416

PARKING SCHEDULE -RETAIL
Description Type Count
RETAIL ADA ADA Retail Garage 9'-0" X 18'-0" 2
2 RETAIL EV Retaill EV Garage 8'-6" X 18'-0" 1
1 RETAIL STANDARD Retaill Garage 8'-6" X 18'-0" 49
49 RETAIL/GUEST VAN EV Retaill VAN EV Garage 9'-0" X 18 '-0" 2 1 1 Grand total: 53 53
Date Issues / Revisions:

UNIT TYPE COUNT
1B-01 76
1B-02 31
1B-03 18
1B-04 9
1B-05 5
1B-06 5
1L-01-lower 11
2B-01 28
2B-02 10
2B-03 5
3B-01 4
LW-Lower 4
ST-01 38
ST-02 16
Grand total: 260 260

UNIT TYPE SCHEDULE

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

SHEET INDEX
.G1.02

ARCHITECTURE SHEETS
A1.00 SITE PLAN
A2.00 FLOOR PLAN LEVEL B
A2.01 FLOOR PLAN LEVEL 1
A2.02 FLOOR PLAN LEVEL 2
A2.03 FLOOR PLAN LEVEL 3
A2.04 FLOOR PLAN LEVEL 4
A2.05 FLOOR PLAN LEVEL 5
A2.06 FLOOR PLAN LEVEL 6
A2.07 FLOOR PLAN LEVEL 7
A2.08 FLOOR PLAN MAZZ/ LOWER ROOF
A2.09 FLOOR PLAN UPPER ROOF
A2.10 LEVEL 1 SLAB PLAN
A2.11 LEVEL 3 SLAB PLAN
A2.21 FLOOR PLAN LEVEL B SEGMENT PLAN 1
A2.22 FLOOR PLAN LEVEL B SEGMENT PLAN 2
A2.23 FLOOR PLAN LEVEL B SEGMENT PLAN 3
A2.24 FLOOR PLAN LEVEL B SEGMENT PLAN 4
A2.25 FLOOR PLAN LEVEL 1 SEGMENT 1
A2.26 FLOOR PLAN LEVEL 1 SEGMENT 2
A2.27 FLOOR PLAN LEVEL 1 SEGMENT 3
A2.28 FLOOR PLAN LEVEL 1 SEGMENT 4
A2.29 FLOOR PLAN LEVEL 2 SEGMENT 1
A2.30 FLOOR PLAN LEVEL 2 SEGMENT 2
A2.31 FLOOR PLAN LEVEL 2 SEGMENT 3
A2.32 FLOOR PLAN LEVEL 2 SEGMENT 4
A2.33 FLOOR PLAN LEVEL 3 SEGMENT 1
A2.34 FLOOR PLAN LEVEL 3 SEGMENT 2
A2.35 FLOOR PLAN LEVEL 3 SEGMENT 3
A2.36 FLOOR PLAN LEVEL 3 SEGMENT 4
A2.37 FLOOR PLAN LEVEL 4 SEGMENT 1
A2.38 FLOOR PLAN LEVEL 4 SEGMENT 2
A2.39 FLOOR PLAN LEVEL 4 SEGMENT 3
A2.40 FLOOR PLAN LEVEL 4 SEGMENT 4
A2.41 FLOOR PLAN LEVEL 5 SEGMENT 1
A2.42 FLOOR PLAN LEVEL 5 SEGMENT 2
A2.43 FLOOR PLAN LEVEL 5 SEGMENT 3
A2.44 FLOOR PLAN LEVEL 5 SEGMENT 4
A2.45 FLOOR PLAN LEVEL 6 SEGMENT 1
A2.46 FLOOR PLAN LEVEL 6 SEGMENT 2
A2.47 FLOOR PLAN LEVEL 6 SEGMENT 3
A2.48 FLOOR PLAN LEVEL 6 SEGMENT 4
A2.49 FLOOR PLAN LEVEL 7 SEGMENT 1
A2.50 FLOOR PLAN LEVEL 7 SEGMENT 2
A2.51 FLOOR PLAN LEVEL 7 SEGMENT 3
A2.52 FLOOR PLAN LEVEL 7 SEGMENT 4
A2.53 FLOOR PLAN MEZZ/ UPPER ROOF SEGMENT 1
A2.54 FLOOR PLAN MEZZ/ UPPER ROOF SEGMENT 2
A2.55 FLOOR PLAN MEZZ/ UPPER ROOF SEGMENT 3
A2.56 FLOOR PLAN MEZZ/ UPPER ROOF SEGMENT 4
A2.61 REFLECTED CEILING PLAN LEVEL 1
A2.62 REFLECTED CEILING PLAN LEVEL 2
A2.63 REFLECTED CEILING PLAN LEVEL 3
A2.64 REFLECTED CEILING PLAN LEVEL 4
A2.65 REFLECTED CEILING PLAN LEVEL 5
A2.66 REFLECTED CEILING PLAN LEVEL 6
A2.67 REFLECTED CEILING PLAN LEVEL 7
A3.01 EXTERIOR ELEVATIONS
A3.02 EXTERIOR ELEVAITONS
A3.03 COURT YARD ELEVAITONS
A4.01 BUILDING SECTIONS
A4.10 WALL SECTIONS
A4.11 WALL SECTIONS
A5.01 GRAND STAIR SECTIONS
A5.02 ENLARGED BRIDGE PLANS
A5.03 ENLARGED POOL AND SPA
A5.10 LEASING OFFICE ENLARGED PLAN/ RCP
A5.11 CLUBROOM/ FITNESS ROOM LEVEL 3
A5.12 YOGA ROOM LEVEL 4
A5.13 ROOF LOUNGE LEVEL 7
A5.20 ENLARGED UNIT PLANS
A5.21 ENLARGED UNIT PLANS
A5.22 ENLARGED UNIT PLANS
A5.23 ENLARGED UNIT PLANS
A5.24 ENLARGED UNIT PLANS
A5.25 ENLARGED UNIT PLANS
A5.31 ENLARGED CORE STAIR AND ELEVATOR PLANS
A5.32 ENLARGED STAIR PLAN
A5.33 ENLARGED STAIR PLAN
A5.34 ENLARGED STAIR PLAN
A5.40 STAIR SECTIONS
A5.41 STAIR AND ELEVATOR SECTION
A5.42 STAIR AND ELEVATOR SECTION
A5.43 BUILDING STAIR PLANS
A6.20 DOOR SCHEDULE
A6.30 WINDOW SCHEDULE
A6.41 STOREFRONT SCHEDULES
A6.42 STOREFRONT SCHEDULES
A7.01 CONSTRUCTION ASSEMBLIES
A7.11 FLR/CEILING & ROOF ASSEMBLIES
A7.21 METAL & CONCRETE FRAMED WALL ASSEMBLIES
A7.22 GARAGE & GENERAL PARKING DETAILS
A7.23 GARAGE & GENERAL PARKING DETAILS
A7.31 WOOD FRAMED WALL ASSEMBLIES
A7.32 WOOD CONNECTION DETAILS
A7.40 TRASH CHUTE ASSEMBLY
A7.41 DEMISING & FIRE WALL ASSEMBLIES
A7.51 STAIR DETAIL
A7.52 ELEVATOR DETAIL
A7.53 PENETRATION ASSEMBLIES
A7.54 PENETRATION ASSEMBLIES
A7.55 FIRE PROOFING DETAILS
A7.91 ROOF DETAILS, DRAINS, SCUPPERS
A8.11 DOOR DETAILS
01 PRECISE GRADING & DRAINAGE PLANS
C-1 TITLE SHEET
C-2 INDEX MAP
C-3 SITE DETAILS
C-4 PRECISE GRADING PLAN
C-5 PRECISE GRADING PLAN
C-6 PRECISE GRADING PLAN
C-7 PRECISE GRADING PLAN
C-8 STORM DRAIN DETAILS
C-9 STORM DRAIN DETAILS
C-10 STORM DRAIN PLAN
C-11 STORM DRAIN PLAN
C-12 STORM DRAIN PLAN
C-13 STORM DRAIN PLAN

01.1 WET UTILITY PLANS
CU -1 TITLE SHEET
CU -2 SEWER DETAIL
CU -3 SEWER PLAN
CU -4 WATER PLAN

LANDSCAPE
LT -1 Landscape Title Sheet
LC -1.1 Level 1
LC -2.1 Level 1
LC -3.1 Level 1
LC -1.3 Level 3
LC -2.3 Level 3
LC -3.3 Level 3
LC -1.7 Level 7
LC -4 LANDSCAPE DETAILS
LC -5 LANDSCAPE DETAILS
LC -6 LANDSCAPE DETAILS
LC -7 LANDSCAPE DETAILS
LC -8 LANDSCAPE DETAILS
LC -9 LANDSCAPE DETAILS
LC -10 LANDSCAPE DETAILS
LC -12 LANDSCAPE DETAILS
LIP -1.1 LEVEL 1 IRRIG. PENETRATION PLAN
LIP -1.3 LEVEL 3 IRRIG. PENETRATION PLAN
LIP -1.7 LEVEL 7 IRRIG. PENETRATION PLAN
LIP -2.1 LEVEL 1 IRRIG. PENETRATION PLAN
LIP -2.3 LEVEL 3 IRRIG. PENETRATION PLAN
LIP -3.1 LEVEL 1 IRRIG. PENETRATION PLAN
LIP -3.3 LEVEL 3 IRRIG. PENETRATION PLAN
LI -1.1 LEVEL 1 LANDSCAPE IRRIGATION PLAN
LI -1.3 LEVEL 3 LANDSCAPE IRRIGATION PLAN
LI -1.7 LEVEL 7 LANDSCAPE IRRIGATION PLAN
LI -2.1 LEVEL 1 LANDSCAPE IRRIGATION PLAN
LI -2.3 LEVEL 3 LANDSCAPE IRRIGATION PLAN
LI -3.1 LEVEL 1 LANDSCAPE IRRIGATION PLAN
LI -3.3 LEVEL 3 LANDSCAPE IRRIGATION PLAN
LI -4 LANDSCAPE IRRIGATION DETAILS
LTP -1.1 LEVEL 1 LANDSCAPE TREE PLANTING PLAN
LTP -2.1 LEVEL 1 LANDSCAPE TREE PLANTING PLAN
LTP -3.1 LEVEL 1 LANDSCAPE TREE PLANTING PLAN
LTP -1.3 LEVEL 3 LANDSCAPE TREE PLANTING PLAN
LTP -2.3 LEVEL 3 LANDSCAPE TREE PLANTING PLAN
LTP -3.3 LEVEL 3 LANDSCAPE TREE PLANTING PLAN
LTP -1.7 LEVEL 7 LANDSCAPE TREE PLANTING PLAN
LSP -1.1 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN
LSP -2.1 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN
LSP -3.1 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN
LSP -1.3 LEVEL 3 LANDSCAPE SHRUB PLANTING PLAN
LSP -2.3 LEVEL 3 LANDSCAPE SHRUB PLANTING PLAN
LSP -3.3 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN
LSP -1.7 LEVEL 7 LANDSCAPE SHRUB PLANTING PLAN
LP -4 LANDSCAPE PLANTING DETAILS
LSF -1.1 LEVEL 1 LANDSCAPE SITE FURNISHINGS PLAN
LSF -2.1 LEVEL 1 LANDSCAPE SITE FURNISHINGS PLAN
LSF -3.1 LEVEL 1 LANDSCAPE SITE FURNISHINGS PLAN
LSF -1.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN
LSF -2.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN
LSF -3.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN
LSF -1.7 LEVEL 7 LANDSCAPE SITE FURNISHINGS PLAN
LSF -4 LANDSCAPE SITE FURNISHINGS DETAILS

MECHANICAL
M0.01 GENERAL NOTES, LEGENDS & SYMBOLS
M0.02 EQUIPMENT SCHEDULE
M0.03 EQUIPMENT SCHEDULE
M2.00 OVERALL PLAN - LEVEL B
M2.00A LEVEL B - SEGMENT A
M2.00B LEVEL B - SEGMENT B
M2.01 OVERALL PLAN - LEVEL 1
M2.01A LEVEL 1 - SEGMENT A
M2.01B LEVEL 1 - SEGMENT B
M2.02 OVERALL PLAN - LEVEL 2
M2.02A LEVEL 2 - SEGMENT A
M2.02B LEVEL 2 - SEGMENT B
M2.03 OVERALL PLAN - LEVEL 3
M2.04 OVERALL PLAN - LEVEL 4
M2.05 OVERALL PLAN - LEVEL 5
M2.06 OVERALL PLAN - LEVEL 6
M2.07 OVERALL PLAN - LEVEL 7
M2.08 OVERALL PLAN - LOFT LEVEL
M2.09 OVERALL PLAN - ROOF LEVEL
M43.1 UNIT PLANS
M43.2 UNIT PLANS
M43.3 UNIT PLANS
M43.4 UNIT PLANS
M43.5 UNIT PLANS
MC2.01 OVERALL PLAN - LEVEL 1 - COMPOSITE
MC2.02 OVERALL PLAN - LEVEL 2 - COMPOSITE
MC2.03 OVERALL PLAN - LEVEL 3 - COMPOSITE
MC2.04 OVERALL PLAN - LEVEL 4 - COMPOSITE
MC2.05 OVERALL PLAN - LEVEL 5 - COMPOSITE
MC2.06 OVERALL PLAN - LEVEL 6 - COMPOSITE
MC2.07 OVERALL PLAN - LEVEL 7 - COMPOSITE
MC2.08 OVERALL PLAN - LOFT LEVEL - COMPOSITE
MD.1 DETAIL
MD.2 DETAIL

ELECTRICAL
E0.01 SYMBOLS, ABBREVIATIONS AND INDEX
E0.02 GENERAL AND FIRE ALARM NOTES
E0.03 LOAD CALCULATIONS
E0.04 SINGLE LINE DIAGRAMS
E0.05 SINGLE LINE DIAGRAMS
E0.06 SINGLE LINE DIAGRAMS
E0.07 UNIT PANEL & LIGHT FIXTURE SCHEDULES
E0.08 PANEL SCHEDULES
E0.09 PANEL SCHEDULES
E0.10 PANEL SCHEDULES
E1.00 SITE PLAN - OVERALL
E1.00A SITE PLAN - SEGMENT A
E1.00B SITE PLAN - SEGMENT B
E1.00C SITE PLAN - SEGMENT C
E1.00D SITE PLAN - SEGMENT D
E2.00 LEVEL B - OVERALL
E2.00A LEVEL B - SEGMENT A
E2.00B LEVEL B - SEGMENT B
E2.00C LEVEL B - SEGMENT C
E2.00D LEVEL B - SEGMENT D
E2.01 LEVEL 1 - OVERALL
E2.01A LEVEL 1 - SEGMENT A
E2.01B LEVEL 1 - SEGMENT B
E2.01C LEVEL 1 - SEGMENT C
E2.01D LEVEL 1 - SEGMENT D
E2.02 LEVEL 2 - OVERALL
E2.02A LEVEL 2 - SEGMENT A
E2.02B LEVEL 2 - SEGMENT B
E2.02C LEVEL 2 - SEGMENT C
E2.02D LEVEL 2 - SEGMENT D
E2.03 LEVEL 3 - OVERALL
E2.03A LEVEL 3 - SEGMENT A
E2.03B LEVEL 3 - SEGMENT B
E2.03C LEVEL 3 - SEGMENT C
E2.03D LEVEL 3 - SEGMENT D
E2.04 LEVEL 4 - OVERALL
E2.04A LEVEL 4 - SEGMENT A
E2.04B LEVEL 4 - SEGMENT B
E2.04C LEVEL 4 - SEGMENT C
E2.04D LEVEL 4 - SEGMENT D
E2.05 LEVEL 5 - OVERALL
E2.05A LEVEL 5 - SEGMENT A
E2.05B LEVEL 5 - SEGMENT B
E2.05C LEVEL 5 - SEGMENT C
E2.05D LEVEL 5 - SEGMENT D
E2.06 LEVEL 6 - OVERALL
E2.06A LEVEL 6 - SEGMENT A
E2.06B LEVEL 6 - SEGMENT B
E2.06C LEVEL 6 - SEGMENT C
E2.06D LEVEL 6 - SEGMENT D
E2.07 LEVEL 7 - OVERALL
E2.07A LEVEL 7 - SEGMENT A
E2.07B LEVEL 7 - SEGMENT B
E2.07C LEVEL 7 - SEGMENT C
E2.07D LEVEL 7 - SEGMENT D
E2.08 LOWER ROOF - OVERALL
E2.08A LOWER ROOF - SEGMENT A
E2.08B LOWER ROOF - SEGMENT B
E2.08C LOWER ROOF - SEGMENT C
E2.08D LOWER ROOF - SEGMENT D
E2.09 UPPER ROOF - OVERALL
E2.09A UPPER ROOF - SEGMENT A
E2.09B UPPER ROOF - SEGMENT B
E2.09C UPPER ROOF - SEGMENT C
E2.09D UPPER ROOF - SEGMENT D
E3.01 ENLARGED PLANS
E3.02 ENLARGED PLANS
E3.03 ENLARGED PLANS
E5.20 UNIT PLANS
E5.21 UNIT PLANS
E5.22 UNIT PLANS
E5.23 UNIT PLANS
E5.24 UNIT PLANS
ED.01 DETAILS
ED.02 DETAILS
Date Issues / Revisions:

GENERAL SHEETS
.G1.01 PROJECT INFORMATION
.G1.02 SHEET INDEX
.G3.01 FLOOR AREA ANALYSIS CALCS
.G3.02 FLOOR AREA ANALYSIS CALCS
.G1.12 ACCESSIBILITY DETAILS
.G1.13 ACCESSIBILITY DETAILS
.G1.15 RESIDENTIAL ACCESS. DETAIL
.G2.10 CALIFORNIA GBSC
.G2.11 CALIFORNIA GBSC
.G2.20 ACOUSTIC REPORT
.G3.04 EXITING DIAGRAM
.G3.05 EXITING DIAGRAM
.G3.06 EXITING DIAGRAM
.G3.07 EXITING DIAGRAM

STRUCTURAL
00 GENERAL
SN1 GENERAL NOTES
SN1 STRUCTURAL SPECIFICATIONS
SN1 SPECIAL INSPECTION
01 SLAB PLANS
S2.00 LEVEL B FOUNDATION PLAN
S2.01 LEVEL 1 SLAB PLAN
S2.01.1 LEVEL 1 SLAB (NORTH / SOUTH) REBAR PLAN
S2.01.2 LEVEL 1 SLAB (EAST / WEST) REBAR PLAN
S2.02 LEVEL 2 SLAB PLAN
S2.02.1 LEVEL 2 SLAB (NORTH / SOUTH) REBAR PLAN
S2.02.2 LEVEL 2 SLAB (EAST / WEST) REBAR PLAN
S2.03 LEVEL 3 PODIUM SLAB PLAN
S2.03.1 LEVEL 3 PODIUM (NORTH / SOUTH) REBAR PLAN
S2.03.2 LEVEL 3 PODIUM (EAST / WEST) REBAR PLAN
02 DETAILS
SC1.0 STRUCTURAL DETAILS
SC2.0 STRUCTURAL DETAILS
SC2.1 STRUCTURAL DETAILS
SC3.0 STRUCTURAL DETAILS
SC3.1 STRUCTURAL DETAILS
SC4.0 STRUCTURAL DETAILS
SC4.1 STRUCTURAL DETAILS
SC4.2 STRUCTURAL DETAILS
SC5.0 STRUCTURAL DETAILS
SC5.1 STRUCTURAL DETAILS
SC5.2 STRUCTURAL DETAILS
SC6.0 STRUCTURAL DETAILS
SC6.1 STRUCTURAL DETAILS
SC9.0 STRUCTURAL DETAILS
02_SUPERSTRUCTURE FRAMING PLANS
S2.33.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENT 1
S2.34.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENT 2
S2.35.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENT 3
S2.36.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENT 4
S2.33 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 1
S2.34 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 2
S2.35 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 3
S2.36 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 4
S2.37 LEVEL 5 FLOOR FRAMING PLAN - SEGMENT 1
S2.38 LEVEL 5 FLOOR FRAMING PLAN - SEGMENT 2
S2.39 LEVEL 5 FLOOR FRAMING PLAN - SEGMENT 3
S2.40 LEVEL 5 FLOOR FRAMING PLAN - SEGMENT 4
S2.41 LEVEL 6 FLOOR FRAMING PLAN - SEGMENT 1
S2.42 LEVEL 6 FLOOR FRAMING PLAN - SEGMENT 2
S2.43 LEVEL 6 FLOOR FRAMING PLAN - SEGMENT 3
S2.44 LEVEL 6 FLOOR FRAMING PLAN - SEGMENT 4
S2.45 LEVEL 7 FLOOR FRAMING PLAN - SEGMENT 1
S2.46 LEVEL 7 FLOOR FRAMING PLAN - SEGMENT 2
S2.47 LEVEL 7 FLOOR FRAMING PLAN - SEGMENT 3
S2.48 LEVEL 7 FLOOR FRAMING PLAN - SEGMENT 4
S2.49 LEVEL LOFT/ROOF FRAMING PLAN - SEGMENT 1
S2.50 LEVEL LOFT/ROOF FRAMING PLAN - SEGMENT 2
S2.51 LEVEL LOFT/ROOF FRAMING PLAN - SEGMENT 3
S2.52 LEVEL LOFT/ROOF FRAMING PLAN - SEGMENT 4
S2.53 LEVEL HIGH ROOF FRAMING PLAN - SEGMENT 1
S2.54 LEVEL HIGH ROOF FRAMING PLAN - SEGMENT 2
S2.55 LEVEL HIGH ROOF FRAMING PLAN - SEGMENT 3
S2.56 LEVEL HIGH ROOF FRAMING PLAN - SEGMENT 4
06_AMENITIES
S5.11 ENLARGED AMENITYS FLOOR FRAMING PLAN
S5.13 LOUNGE FRAMING PLA
S5.14 ENLARGED BRIDGE FLOOR FRAMING PLAN
07_UNIT PLANS
S5.20 ENLARGED UNIT FLOOR FRAMING PLAN
S5.21 ENLARGED UNIT FLOOR FRAMING PLAN
S5.22 ENLARGED UNIT FLOOR FRAMING PLAN
S5.23 ENLARGED UNIT FLOOR FRAMING PLAN
S5.25 ENLARGED UNIT FLOOR FRAMING PLAN
S5.26 ENLARGED UNIT FLOOR FRAMING PLAN
10_SUPERSTRUCTURE DETAILS
SW0.1 STRUCTURAL DETAILS
SW0.2 STRUCTURAL DETAILS
SW0.3 STRUCTURAL DETAILS
SW1.0 STRUCTURAL DETAILS
SW2.0 STRUCTURAL DETAILS
SW2.1 STRUCTURAL DETAILS
SW3.0 STRUCTURAL DETAILS
SW4.0 STRUCTURAL DETAILS
SW5.0 STRUCTURAL DETAILS
SW6.0 STRUCTURAL DETAILS
SW6.1 STRUCTURAL DETAILS
SW8.0 STRUCTURAL DETAILS
SW9.0 STRUCTURAL DETAILS

PLUMBING
P-00.1 ABBREVIATIONS & LEGENDS
P-00.2 GENERAL NOTES
P-00.3 SIZING TABLES & CALCULATIONS
P-00.4 CALCULATIONS
P-00.5 CALCULATIONS
P-00.6 EQUIPMENT SCHEDULES
P-01.1 SITE PLAN
P-11.0 OVERALL PLAN - LEVEL B
P-11.1 OVERALL PLAN - LEVEL 1
P-11.2 OVERALL PLAN - LEVEL 2
P-11.3 OVERALL PLAN - LEVEL 3
P-11.4 OVERALL PLAN - LEVEL 4
P-11.5 OVERALL PLAN - LEVEL 5
P-11.6 OVERALL PLAN - LEVEL 6
P-11.7 OVERALL PLAN - LEVEL 7
P-11.8 OVERALL PLAN - MEZ/LOWER ROOF
P-11.9 OVERALL PLAN - UPPER ROOF
P-41.1 ENLARGED PLANS
P-41.2 ENLARGED PLANS
P-41.3 ENLARGED PLANS
P-43.1 UNIT PLANS
P-43.2 UNIT PLANS
P-43.3 UNIT PLANS
P-43.4 UNIT PLANS
P-43.5 UNIT PLANS
P-R0.1 RISER DIAGRAMS
P-R0.2 RISER DIAGRAMS
P-R0.3 RISER DIAGRAMS
P-R0.4 RISER DIAGRAMS
P-R0.5 RISER DIAGRAMS
P-R0.6 RISER DIAGRAMS
P-D0.1 DETAILS
P-D0.2 DETAILS
P-D0.3 DETAILS
P-D0.4 DETAILS
P-D0.5 DETAILS
P-D0.6 DETAILS
3' - 2"
3' - 6"
4' - 0"
5' - 4"
F.F.

DOOR & FRAME,

WHERE OCCURS
VIEWER

OF DOOR

DEADLOCK OR

PUSH PLATE

OF DOOR PULL

GRIP AND OF

PUSH -PULL BAR

OF LEVER

HANDLE, LATCH

AND CROSS BAR

ON FIRE EXIT
DEVICE
(A) ACCESSIBLE
TOWEL

DISPENSER
(B)ACCESSIBLE

SEAT COVER

DISPENSER
(C)ACCESSIBLE

SEAT COVER

DISPENSER
(D)ACCESSIBLE

SANITARY

NAPKIN/TAMPON
VENDOR
(E)SPACING

OF GRAB BAR
(F)GRAB BARS (G)ACCESSIBLE

SANITARY
NAPKIN

DISPOSAL
(H)ACCESSIBLE

ROLL TOILET
TISSUE

DISPENSER

POINT OF

DISPENSING
1' - 7"
T.O. GRIPPING OF SURFACE
2' - 9"
MIN.
1' - 0"
M
IN.
0' - 1 1/2"
MAX.
0' - 4"

POPERABLE PART
3'-4" M
AX. TO HIGHEST

VISUAL WARNING STRIPS
SHALL BE 2" MIN. WIDTH AND
INSTALLED 1" MAX. FROM

EDGE OF THE TOP AND

BOTTOM TREADS OF INTERIOR

STAIRS, AND ON ALL TREADS
OF EXTERIOR STAIRS.

TOP LANDING
M
AX.
27".
12".

BOTTOM LANDING
M
AX.
27".

TO FIN. FLOOR
34"-38" M
AX.

MIN.

TW + 12
1'-0" MIN.

TW = TREAD WIDTH

VISUAL WARNING STRIPS
SHALL BE 2" MIN. WIDTH AND
INSTALLED 1" MAX. FROM

EDGE OF THE TOP AND

BOTTOM TREADS OF INTERIOR

STAIRS, AND ON ALL TREADS
OF EXTERIOR STAIRS.

TOP LANDING
12".

TW
BOTTOM LANDING TO FIN. FLOOR
34"-38" M
AX.

MIN.

TW + 12
TW = TREAD WIDTH
1'-0" MIN.
(C) HANDRAIL EXTENSIONS AT STAIRWAYS
3" MAX.
18" M
IN.
1-1/2
1-1/4" TO
1'-1/2".

M
IN.
1-1/2".
1-1/2" MAX.
1-1/4" MIN.
1-1/2". 1-1/2"
1-1/4" TO
1-1/2". TO SUIT
1-1/2" MAX.
1-1/4" MIN. 1-1/2".

NOMINAL
DIA.
(A) STAIR HANDRAILS

ROUNDED OR

BEVELED

NOSING,

TYPICAL
SOLID
RISER,
TYPICAL 1/2"
RADIUS
MAX.

RADIUS NOSING BEVELED NOSING
1/2" BEVEL
MAX.
1-1/4" MAX.
30° MAX. 30° MAX.
(B) ACCEPTABLE STAIR NOSING
M
IN.
1' - 6"
(A) CARD

READER,

LOCAL ALARM,

ARMING OR

INTERCOM

STATION, WALL

PHONE OUTLET
(B) ELECTRICAL OR

COMMUNICATION

OUTLET ABOVE

COUNTER
(C) ELECTRICAL OR

COMMUNICATION
OUTLET
(D) LIGHT
SWITCH
(E) THERMOSTAT
M
AX.
4' - 9 1/2"
M
AX.
4' - 9 1/2"

COUNTER
0' - 9 3/4"
0' - 4 3/4"
4' - 4 3/4"
F.F.
(E) ELECTRO

MAGNETIC

DOOR HOLD-
OPEN
F.F.

DOOR HEIGHT M
INUS 8"

CEILING W

HICHEVER IS LOW
ER)
8'-0" (OR 6" BELOW
4'-9 5/8" M
AX.
4' - 9 1/2"
ȭ OF HANDLE
4'-9 5/8" M
AX.
(F) AUDIBLE &

VISUAL FIRE

ALARM OR

SECURITY
STROBE
LIGHT
(G) MANUAL

FIRE ALARM

PULL STATION
(I) FIRE

EXTINGUISHER
(K) FIRE

EXTINGUISHER

CABINET
C 12".

TO FINISH FLOOR
34"-38" M
AX.

HANDRAILS MUST EXTEND A MINIMUM
OF 12" OF LEVEL DISTANCE (PARALLEL

TO LANDING SURFACE) BEYOND TOP

AND BOTTOM OF THE RAMP ENDS THE

RAMP ENDS BEFORE THEY ARE

RETURNED
POST @ 5'-0" O.C. MAX

GUIDE CURB OR WARNING CURB
(G) HANDRAIL AT RAMPS

GUARD RAIL IN ACCORDANCE
WITH CBC 1013 AND GUIDE

CURB/ WARNING CURB

WIDTH MUST BE A MINIMUM OF
60" WHEN SERVING AN
OCCUPANCY 300 OR MORE
34".
48" MIN. WIDTH
48" MIN.
34".
42".
30".
4" AND < 30"

ADJACENT
HAZARD
1-1/4" TO 1-1/2" DIA.

HANDRAIL AT RAMPS
2" HIGH GUIDE CURB 6" HIGH
WARNING CURBS WHEN A 4" (OR

MORE) DROP OCCURS
(C) RAMP SECTION
(C) GROOVED WARNING BORDER
3/4". 1/4".

NOTE: GROOVED BORDER MUST

BE ON THE LEVEL SURFACE AT
THE TOP OF THE RAMP.

NOTE:

1. DETECTABLE WARNING
COLOR: YELLOW

2. MATERIAL USED SHALL BE

RECESSED INTO WALKING

SURFACE
(B) TRUNCATED DOMES

2. 35"

2. 35"
(A) CURB RAMPS

LINE OF OBSTRUCTION

OR EDGE OF WALK
AREA, AS OCCURS, TYP.

NOTE: SURFACE WILL
REQUIRE 36" SECTION

OF TRUNCATED

DOMES IF LANDING

SURFACE ADJOINS

VEHICULAR TRAFFIC
WAY. SEE
NOTE:

1. SHADED AREAS OF RAMP

MUST HAVE DETECT- ABLE

WARNING SURFACE CROSS

SLOPE OF LANDING

2. AREAS SHALL NOT
EXCEED 2% IN ANY

DIRECTION

PAINT CURB SAFETY
YELLOW (2 COATS), TYP.

WALK
AREA
PLTR. PLTR.
(LINE OF OBSTRUCTION

OR EDGE OF WALK

AREA AS OCCURS, TYP
24" MIN. OF

STRAIGHT
CURB

LINE OF FRONT

OF REQ'D

PARKING SPACE
1:10 MAX.

SLOPE (TYP)
1:12 SLOPE
MAX. TYP.
48" M
IN. 1 12
TYP.

DN.
2%
48" MIN.

DN.

DETAIL "B"
3'- 0".
48" MIN.

DN C TYP
DN
3'-0".
48" MN.

TYP.
10 1
DN
TYP.
10 1 48" MIN. 60" TYP.

TYP.
12 1
12" TTP.
3'-0".
48" M
IN.
(D) RAMP WITH TURNING PLATFORM

INTERMEDIATE

TURNING POSITION AT LEAST AS

WIDE AS

RAMP RUN

INTERMEDIATE

PLATFORM
DOOR
WIDTH
VARIES (30' MAX.)
60" MIN.

LANDING
30" MAX.

RISE
(TYP.)
72" MIN.
60" MIN.

WHEN DOOR SWINGS
ONTO LANDING 42"
MIN. PLUS DOOR
60" MIN.
72" MIN.

VARIES (30' MAX.)
60" MIN.
(E) RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORM
30" MAX. RISE (TYP.)

AT LEAST AS

WIDE AS

RAMP RUN
72"
MIN.

WHEN DOOR

SWINGS ONTO
LANDING 42" MIN.

PLUS DOOR WIDTH
60" MIN.
72" MIN.

VARIES
30' MAX.
60"
MIN.
(E) STRAIGHT RAMP RUN

AT LEAST AS

WIDE AS

RAMP RUN
VARIES (30' MAX.)
VARIES (30' MAX.)
30" MAX.

RISE (TYP.
60" MIN.

WHEN DOOR

SWINGS ONTO
LANDING 42" MIN.

PLUS DOOR
WIDTH
60" MIN.
60" MIN.
72" MIN.

THRESHOLDS
A. FLOOR(S) OR LANDING(S) ARE NOT
MORE THAN 1/2" LOWER THAN THE

TOP OF THE THRESHOLD OF THE

DOORWAY
B. CHANGE IN LEVEL BETWEEN 1/4"
AND 1/2" IS BEVELED AT A MAXIMUM
GRADIENT OF 1:2.

C. RECESSED DOOR MATS ARE

ADEQUATELY ANCHORED TO

PREVENT INTERFERENCE WITH OF
1:2
D. CARPET AND CARPET TILES ARE

SECURELY ATTACHED AND HAVE

LEVEL LOOP, TEXTURED LOOP,

LEVEL-CUT PILE OR LEVEL-

CUT/UNCUT PILE WITH PILE NOT
EXCEEDING 1/2" IN HEIGHT
E. EXPOSED EDGES OF CARPET ARE

FASTENED TO FLOOR SURFACES AND

HAVE TRIM ALONG ALONG THE

ENTIRE LENGTH OF THE EXPOSED
EDGE.

DOOR TYPE:

A. REQUIRED EXIT DOORWAY(S) ARE

OF A SIZE TO PERMIT INSTALLATION
OF A DOOR A MINIMUM 3' IN WIDTH,
6'-8" IN HEIGHT.

B. EXIT DOOR IS CAPABLE OF
OPENING A MINIMUM OF 90 DEGREES.

C. THE CLEAR WIDTH OF THE
DOORWAY IS 32" MINIMUM.

D. DOUBLE DOORS/AUTOMATIC

DOORS - AT LEAST ONE DOOR MUST
COMPLY WITH ITEM 2 AND 3 ABOVE.

E. BOTTOM 10" OF DOOR (EXCEPT

SLIDING DOORS) HAS A SMOOTH,

UNINTERRUPTED SURFACE THAT

ALLOWS DOOR TO BE OPENED BY A

WHEELCHAIR FOOTREST WITHOUT

CREATING A TRAP OR HAZARDOUS
CONDITION.

F. EFFORT TO OPERATE DOOR IS
WITHIN PRESSURE ALLOWED.

INTERIOR AND EXTERIOR DOORS - 5

POUNDS MAXIMUM PRESSURE TO
OPERATE. FIRE DOORS - 15 POUNDS

MAXIMUM PRESSURE TO OPERATE
G. TWO DOORS A SERIES PROVIDE A
MINIMUM OF 48" CLEAR SPACE FROM

ANY DOOR IN ANY POSITION
HARDWARE:

A. HANDLES, PULL LATCHES, LOCKS

AND OTHER OPERATING DEVICES

ON ACCESSIBLE DOORS SHALL

HAVE A SHAPE THAT IS EASY TO

GRASP WITH ONE HAND AND DOES

NOT REQUIRE TIGHT GRASPING,

TIGHT PINCHING OR TWISTING OF
THE WRIST TO OPERATE.

B. LATCHING AND LOCKING DOORS

THAT ARE HAND OPERATED AND

WHICH ARE IN A PATH OF TRAVEL

ARE OPERABLE BY LEVER TYPE,

PANIC BARS, PUSH-PULL

ACTIVATION

BARS, U-SHAPED HANDLES OR

OTHER HARDWARE DESIGNED TO
PROVIDE PASSAGE. LOCKED EXIT

DOORS SHALL OPERATE AS ABOVE
IN EGRESS DIRECTION.

C. OPENING HARDWARE IS
CENTERED BETWEEN 30" AND 44"
ABOVE FINISH FLOOR.

D. DOOR CLOSERS, IF PRESENT,

MUST BE SET SO THAT IT TAKES AT
LEAST 3 SECONDS TO CLOSE FROM
AN OPEN POSITION OF 70 DEGREES
TO WITHIN 3" OF THE LATCH,

MEASURED TO THE LEADING EDGE
OF THE
A DOOR.

PROVIDE THIS

ADDITIONAL SPACE

IF DOOR IS

EQUIPPED WITH

BOTH A LATCH AND A
CLOSER
12" MIN.
48" M
INIM
UM

PROVIDE THIS

ADDITIONAL SPACE

IF DOOR IS

EQUIPPED WITH

BOTH A LATCH AND A
CLOSER
12" MIN
18" MIN.
48" M
INIM
UM
(E) VESTIBULES/TWO DOORS IN SERIES
(D) TRANSITION BETWEEN FLOOR FINISHES
(C) THRESHOLD
(B) DOOR HARDWARE AND MOUNTING HEIGHTS
(A) TYPICAL DOOR LANDING CLEARANCES

PILE HEIGHT
1//2" M
AX.

COMPRESSED
CARPET 1/4" MAX.

BELOW THRESHOLD

THRESHOLD

FIN FLOOR
LEVEL
14" M
AX.
1/2" M
AX.
2 1

RUBBER BUMPER

ON CHAIR
10" M
IN. BOTTOM
RAIL

LEVER, LOOPED

AND PUSH BAR
DOOR

HARDWARE
60" M
INIM
UM
48" M
INIM
UM

SURFACE

SLOPE NOT TO
EXCEED 2%
18" MIN. INTERIOR
24" MIN. EXTERIOR

BOTH A CLOSER AND A LATCH
12" MINIMUM IF DOOR HAS

SURFACE

SLOPE NOT TO
EXCEED 2%
48" MIN.
54" PREFERRED
32" MIN. CLR.
18" MIN. CLR.

FLOOR SPACE
60" CLEAR

FLOOR SPACE
60" CLEAR
60" CLR. MIN.
30"x48"
CLR.

FLOOR
SPACE
19" M
AX.
(A) SINGLE ACCOMMODATION
48" M
IN.
(B) SIDE OPENING DOOR
60" CLR. MIN. M

OUNTED W

ATER CLOSET
59" M
IN. @

FLOOR DOOR SW

INGS IN
36" M
IN. W
HEN
M

ANEUVERING SPACE
60" M
IN. CLEAR
34" M
IN
(C) FRONT OPENING DOOR
60" CLR. MIN.
32" MIN. CLR.
4" MAX
@

FLOOR M

OUNTED W

ATER CLOSET
59" M
IN.
48" M
IN. M

ANEUVERING SPAC SURFACE MOUNTED

MULTI-ROLL TOILET

TISSUE DISPENSER

SURFACE MOUNTED

SANITARY NAPKIN

DISPOSAL WHERE
OCCURS

FLUSH VALVE OR

VALVE SHALL BE
ON 'WIDE SIDE"

SURFACE MOUNTED

TOILET SEAT-COVER

DISPENSER
(D) AMBULATORY
35"-37"
17"- 19"
44' M
IN. 2'-8" MIN. CLR
(G) AMBULATORY
17" MIN.

KNEE CLEARANCE
8" MIN.
27" M
IN
29" M
IN
34" M
AX
0' - 8"
40" M
AX. TO REFLECTIVE
M
IN
9" SURFACE

TOE CLEARANCE
6" MAX.
(F) ELEVATION
24" MIN.

TO ADJ. WALL
48" MIN. CLR.
19".
ȭ
7"-9"
42" MIN.
48". 12" MAX
54" MIN
T.O GRIPPING
33" - 36"
40" M
AX.

PROVIDE

BACKING

SURFACE MOUNTED

MULTI-ROLL TOILET

TISSUE DISPENSER
(SURFACE MOUNTED

SANITARY NAPKIN

DISPOSAL WHERE OCCURS
(E) ELEVATION
T.O. GRIPPING OF SURFACE
33"-36"
12" MIN.
1-1/2" M
IN.

MAX.
0' - 6"
36" MIN.
42".

MIN.
18".
34" M
AX.
40" M
AX.

PLUMBEREX, PRO-

EXTREME SERIES
X4333 KIT
INCLUDES: P-TRAP

COVER, TWO
(2) SUPPLY
COVERS
FIN. FACE OF WALL
17"-18"
MIN.
18".

MIN.
18".
(A) PLAN (ALCOVE)
36"x48"
CLEAR
> 24"
EQ EQ
(B) PLAN
36"x48"
CLEAR
> 24"
17" M
AX.
13-1/2" MIN.
17" M
AX.

SEE PLAN FLUSH CONTROLS
44" M
AX. HAND OPERATED
(C) ELEVATION (D) ELEVATION
(C) ELEVATION (B) ELEVATION (A) PLAN
M

OUNTING BRACKET
48" TO
19" M
AX.
17" M
IN.

T.O. GRAB BAR
33"- 36" 15" MIN.

MAX.
0' - 6" 24" MIN.
60" MIN.
24" M
IN.
0' - 6"
30" M
IN.
(A) MAXIMUM SIDE REACH OVER AN OBSTRUCTION (B) HIGH AND LOW

SIDE REACH LIMITS
(C) CLEAR FLOOR SPACE

PARALLEL APPROACH
(F) CLEAR FLOOR

SPACE FRONT APPROACH
(E) HIGH FORWARD
REACH LIMITS_____
(D) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION
24" MAX. 30".
34" M
AX.
46" M
AX.
15" M
IN.
11' - 5 1/2"
10" MAX. 30".
48",
30".
48".
30" M
IN.
48".
15" M
IN.
48" MIN.
30" M
IN.
8' - 11 3/4"
Z
X
Z
48".

X
Y
NOTES:

1. X SHALL BE < 25 INCHES; Z SHALL BE REATER THAN X

2.WHEN X ,20 INCHES, THEN Y SHALL BE 48 INCHES
MAXIMUM.

3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44

INCHES MAXIMUM

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ACCESSIBILITY

DETAILS
.G1.12
3/8" = 1'-0" 1DOOR HARDWARE LOCATIONS
1/4" = 1'-0" 2

MOUNTING HEIGHTS FOR

RESTROOM ACCESSORIES
1/16" = 1'-0" 3STAIRS & HANDRAIL DETAILS
1/4" = 1'-0" 4

COMMUNICATION & FIRE

PROTECTION DEVICES
1/16" = 1'-0" 5GENERAL RAMP REQUIREMENTS
1/16" = 1'-0" 7GENERAL DOOR REQUIREMENTS
1/4" = 1'-0" 6

ACCESSIBLE TOILET PLAN &

ELEVATION
1/4" = 1'-0" 8

ACCESSIBLE URINAL PLAN &

ELEVATION
1/4" = 1'-0" 9

ACCESSIBLE SHOWER PLAN &

ELEVATION
3/32" = 1'-0" 10REACH REQUIREMENTS
STRUCTURAL STRENGTH:

ALLOWABLE STRESSES

SHALL NOT BE EXCEEDED

FOR MATERIALS USED

WHERE A VERTICAL OR

HORIZONTAL FORCE OF
250 POUNDS (1112 N) IS

APPLIED AT ANY POINT ON

THE GRAB BAR, FASTENER

MOUNTING DEVICE, OR
SUPPORTING STRUCTURE.

Date Issues / Revisions:

PARKING
ONLY

MINIMUM
FINE $250

VAN ACCESSIBLE
NOTES:

1. SIGN TO BE REFLECTORIZED PORCELAIN
STEEL WITH A BEADED TEXT.

2. SIGN TO BE CENTERED AT THE INTERIOR
END OF PARKING SPACE.

3. BOTTOM OF SIGN TO BE +80" ABOVE

FINISHED SURFACE WHEN LOCATED IN A PATH
OF TRAVEL.

4. SIGN TO CONFORM TO ALL CURRENT,

FEDERAL, STATE, LOCAL CODES AND / OR
REGULATIONS.

5. SIGN TO BE PROVIDED AT ALL PARKING

SPACES RESERVED FOR PERSONS WITH
DISABILITIES.

6. AREA OF THE SIGN(S) IS NOT SMALLER
THAN 70 SQUARE INCHES.

WHITE ON BLUE

BACKGROUND

TYPICAL
1/2" RADIUS

TYPICAL
SIGNS SHALL BE 60 INCHES MIN. ABOVE THE

FINISH FLOOR OR GROUND SURFACE

MEASURED TO THE BOTTOM OF THE SIGN

VAN ACCESSIBLE

SIGN WHERE

APPLICABLE FOR

VAN ACCESSIBLE

PARKING SPACE

UNAUTHORIZED

VEHICLES PARKED IN

DESIGNATD ACCESSIBLE

SPACES NOT DISPLAYING

PLCARDS OR SPECIAL

LICENSE PLATES ISSUED

FOR PERSONS WITH

DISABILITIES WILL BE

TOWED AWAY AT THE

OWNER'S EXPENSE

TOWED VEHICLES
MAY BE CLAIMED AT:

REFER TO NOTE # 5
NOTES:

1. SIGN TO BE REFLECTORIZED
PORCELAIN STEEL WITH A BEADED TEXT.

2. BOTTOM OF SIGN TO BE +80" ABOVE

FINISHED SURFACE WHEN LOCATED IN A
PATH OF TRAVEL.

3. SIGN TO CONFORM TO ALL CURRENT,

FEDERAL, STATE, LOCAL CODES AND / OR
REGULATIONS.

4. SIGN TO BE PROVIDED AT ALL ENTRY
DRIVEWAYS.

5. CITY OF XX POLICE DEPARTMENT OR BY
CALLING: (XXX) XXX-XXXX. SIGN
LETTERING SHALL BE NOT LESS THAN 1" IN
HEIGHT.
24" RECOM
M
ENEDED
22" (M
IN.)
24" RECOMMENDED
17" (MIN.)
NOTES:

1. SIGN TO BE REFLECTORIZED
PORCELAIN STEEL.

2. BOTTOM OF SIGN TO BE +80"

ABOVE FINISHED SURFACE WHEN
LOCATED IN THE PATH OF TRAVEL.

3. SIGN TO CONFORM TO ALL

CURRENT, FEDERAL,

STATE, LOCAL CODES AND / OR
REGULATIONS.

4. ARROW SHALL POINT IN THE

DIRECTION OF THE PATH OF
TRAVEL
12'-0" M
IN.
12'-0" MIN.
1/2" RADIUS TYPICAL

WHITE ON BLUE

BACKGROUND
3' - 0"
3' - 0"

HANDICAPPED BLUE COLOR,
BACKGROUND #15090 FED.

STD. 595C OR EQ.

WHITE HIGHWAY PAINT 2
COATS, 3" WIDE TYP.

EQ
EQ

BRAILLE
0' - 4"
0' - 6"
EXIT
48" M
IN.
60" M
AX
1/8" THICK MATTE
ACRYLIC SIGN. COLOR

TO BE VERIFIED

ADA COMPLIANT BLACK

LETTERS & BRAILLE
BEADS

LOCATE AT GRADE LEVEL

EXTERIOR EXIT DOOR
FN. FLR.

MAXIMUM

OCUPANCY
76 1' - 0"
1' - 2"
1/8" THICK MATTE ACRYLIC
SIGN. COLOR TO BE BEIGE

STANDARD BLACK

LETTER GRAPHICS
NOTE:

ILLUSTRATIONS SHOWN HERE ARE FOR

DIMENSIONAL ACCESSIBILITY PURPOSES
ONLY. A SECOND DRINKING FOUNTAIN

SHOULD BE PROVIDED AT A MOUNTING

HEIGHT SUITABLE TO PERSONS WITH

LIMITED PHYSICAL BENDING ABILITY,

ADJACENT TO THE ACCESSIBLE FOUNTAIN,

MAINTAINING MINIMUM CLEARANCES NOTED
AND AS REQUIRED. PROVIDE TEXTURED

AREA OF CONTRASTING COLOR TO
IDENTIFY WATER FOUNTAIN LOCATION.

WHEN FOUNTAIN IS AT AN INTERIOR

LOCATION, THE TEXTURED AREA SHALL

ALSO BE OF DIFFERENT RESILIENCY T
A. DRINKING FOUNTAINS ARE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED

COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO NOT TO ENCROACH INTO PEDESTRIAN WAYS. CBC 11B-602.9
B. IF LOCATED IN AN ALCOVE, THE ALCOVE IS NOT LESS THAN 32" WIDE X 18" DEEP. CBC 11B-602.9
C. WING WALLS PROJECT OUT FROM THE SUPPORTING WALL AT LEAST AS FAR AS DRINKING FOUNTAIN TO WITHIN 6" OF THE SURFACE OF THE PATH OF TRAVEL. CBC 11B-602.9
D. A MINIMUM OF 32" OF CLEARANCE IS PROVIDED BETWEEN WING WALLS. CBC 11B-602.9 E. A CLEAR FLOOR SPACE AT LEAST 30" WIDE BY 48" DEEP IS PROVIDED IN FRONT OF DRINKING FOUNTAIN TO ALLOW FORWARD APPROACH. CBC 11B-602.2 AT HI-LO FOUNTAINS, THE 30" X 48" CLEAR SPACE IS CENTERED ON THE LOW (WHEELCHAIR ACCESSIBLE) UNIT. CBC 11B-602.2
F. THE FOUNTAIN IS A MINIMUM OF 18" AND A MAXIMUM OF 19". CBC 11B-602.8 G. CLEAR AND UNOBSTRUCTED KNEE SPACE THAT IS A MINIMUM OF 27" HIGH BY 8" DEEP BY 30" WIDE IS PROVIDED UNDER THE FOUNTAIN (MEASURED FROM FRONT EDGE). CBC 11B-306.3.3
H. UNOBSTRUCTED TOE CLEARANCE THAT IS A MINIMUM OF 9" HIGH BY 17" DEEP FROM THE FRONT EDGE OF THE FOUNTAIN IS PROVIDED. CBC 11B-306.2.3 I. LEVER OR PUSH BAR TYPE CONTROL IS LOCATED 6" MAXIMUM FROM THE FRONT EDGE.

CBC 11B-602.3
J. BUBBLER OUTLET IS LOCATED 36" MAXIMUM FROM FLOOR. CBC 11B-602.4 K. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL, THE SPOUT IS POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN. CBC 11B-602.5
L. BUBBLER OUTLET IS LOCATED 36" MAXIMUM HEIGHT FROM THE FLOOR. CBC 11B-602.4 M. STREAM FROM BUBBLER IS SUBSTANTIALLY PARALLEL TO FRONT EDGE. CBC 11B-602.6 N. STREAM FROM BUBBLER IS A MINIMUM OF 4" HIGH. CBC 11B-602.6 O. THE FORCE REQUIRED TO ACTIVATE CONTROLS DOES NOT EXCEED 5LBF CBC 11B-309.4
Hi-LO FOUNTAIN DESIGN
M
AX.
36".

FOR SINGLE
32" CLEAR 19" MAX
18" MIN.
43" M
AX.
38" M
IN. TO
6" MIN.
27" M
IN. 6" MAX.
24" MAX.
18" MIN.

EQ
EQ

BRAILLE
0' - 4"
0' - 6"

EXIT ROUTE
48" M
IN.
60" M
AX
1/8" THICK MATTE
ACRYLIC SIGN. COLOR

TO BE VERIFIED

ADA COMPLIANT BLACK

LETTERS & BRAILLE
BEADS

LOCATE AT INTERIOR EXIT

DOOR TO CORRIDOR
48" MIN.
60" MIN.
1 THRU 2

NO ROOF ACCESS
STAIR 1

BRAILLE
2 2ND FLOOR SIGN
FIN. FLR.

BRAILLE
EXIT
STAIR
DOWN
48" MIN.
60" MIN.
1 THRU 2

NO ROOF ACCESS
STAIR 1

BRAILLE
1 1ST FLOOR SIGN
FIN. FLR.

ADD RAISED STAR TO

FLOOR IDENTIFICATION

SIGNS, REQUIRED ON

FIRST FLOOR SIGN
ONLY
1- UNISEX / ALL GENDER TOILET SIGNAGE
MEN

BRAILLE
WOMEN

BRAILLE

RESTROOMS

BRAILLE
2- MEN'S TOILET SIGNAGE
3- WOMEN'S TOILET SIGNAGE

LEVEL OF RAISED CHARACTERS
60" M
AX. BASELINE OF HIGHEST
60" M
AX.

LINE OF BRAILLE
48" M
IN. TO LOW
EST
58"-60"
EQ EQ
EQ EQ
1' - 6"

REQUIRED SIGNAGE AT

TOILET ENTRY DOOR

RESTROOM SIGNAGE
60" M
AX.

LINE OF BRAILLE
48" M
IN. TO LOW
EST

RESTROOMS

BRAILLE

EXIT ROUTE

BRAILLE
EXIT
EXIT
EQ EQ 0' - 6"
0' - 3"

WALL MOUNTED EXIT

SIGN AT EXIT DOOR

EXIT STAIR SIGNAGE

ENTRY SIGNAGE
1' - 0"

STRIKE SIDE W

HEN DIM
ABOVE DOOR HEAD < 12"

ALIGN W
ITH TOP OF ADJ. FRAM
E M

OUNT ON

OR GREATER
1' - 0"
F.F.

CENTER

RESTROOM SIGN
WITHIN 18" OF

DOOR FRAME
25" M
AX.
18" MIN.

CLEAR
3' - 0"
30" MIN.
(A) PLAN
B
MIN.
0' - 11"

CLEARANCE
19" DEPTH KNEE
M
IN.
0' - 9"

CLEARANCE
27" M
IN. KNEE
34" M
AX.

DEPTH' OF SINK
6-1/2" M
AX.

MIN.
0' - 8"
24" MAX.

UPPER CABINETS

LEVER HANDLE FOR FAUCET-
SEE PLUMBING DWGS.

WHERE OCCURS
(B) SECTION

ATTACH TOE KICK TO

CABINET DOOR

INSULATE DRAIN AND HOT

WATER PIPES

EACH ELEVATOR HOISTWAY ENTRANCE MUST HAVE

RAISED FLOOR DESIGNATION CHARACTERS, SANS
SERIF OR SIMPLE SERIF TYPE, 2" HIGH ON EACH
DOOR JAMB CENTERED 60" AFF, AND THE SIGNS FOR

THE MAIN ENTRY FLOOR MUST INCLUDE A RAISED
STAR. THE CHARACTERS MUST BE WHITE ON A
BLACK BACKGROUND. BRAILLE MUST BE PLACED

BELOW THE CORRESPONDING RAISED CHARACTERS
0' - 4"
0' - 4"
0' - 4"
0' - 4"
60" M
AX.

FIN. FLR.

ADD RAISED STAR TO
FLOOR

IDENTIFICATION

SIGNS, REQUIRED ON

FIRST FLOOR SIGN
ONLY.
1ST FLOOR
2ND FLOOR
21 BRAILLE

BRAILLE
NOTE: AUTOMATIC DOOR REOPENING DEVICE IS

ACTIVATED IF AN OBJECT PASSE THROUGH EITHER LINE
A OR B. LINE A AND LINE B PRESENT THE VERTICAL

LOCATIONS OF THE DOOR REOPENING DEVICE NOT
REQUIRING CONTACT.
48" A.F.F. MAX

FOR FRONT

APPROACH
54" A.F.F. MAX.

FOR PARALLEL

APROACH
35" A.F.F.

MIN.
0' - 0 3/4"
5/8" M
IN.
1 2
3 4
5 6

EMERGENCY STOP

EMERGENCY ALARM

DOOR OPEN

DOOR CLOSE

MAIN ENTRY FLOOR

NUMERAL HEIGHT
0' - 8 3/4"
29".

FLOOR LANDING NUMBERS

OF BOTH SIDES OF JAMB

HALL LANTERN

CALL BUTTON
42".
6'-0" M
IN.

A
B
5".

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ACCESSIBILITY

DETAILS
.G1.13
1/16" = 1'-0" 2

ACCESSIBLE PARKING STALL

SIGNAGE
1/16" = 1'-0" 3VEHICLE WARNING SIGNS
1/16" = 1'-0" 4ACCESSIBLE PATH OF TRAVEL
1/2" = 1'-0" 5ACCESSIBLE SYMBOL
3" = 1'-0" 6TACTILE EXIT SIGN
1 1/2" = 1'-0" 7ROOM MAX OCCUPANCY SIGN
1/16" = 1'-0" 8HIGH / LOW DRINKING FOUNTAIN
3" = 1'-0" 9TACTILE EXIT ROUTE SIGN
3" = 1'-0" 10FLOOR IDENTIFICATION SIGNS 1
6" = 1'-0" 11EXIT STAIR DOWN
3" = 1'-0" 12FLOOR IDENTIFICATION SIGNS
3/8" = 1'-0" 13EXIT & RESTROOM SIGNAGE
1/2" = 1'-0" 14ACCESSIBLE SINK PLAN & SECTION
3" = 1'-0" 15

ELEVATOR FLOOR IDENTIFICATION
SIGNS
1 : 6 16ELEVATOR CONTROL PANEL
Date Issues / Revisions:

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

RESIDENTIAL
ACCESS.

DETAIL
.G1.15
Date Issues / Revisions:

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

CALIFORNIA
GBSC
.G2.10
Date Issues / Revisions:

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

CALIFORNIA
GBSC
.G2.11
Date Issues / Revisions:

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ACOUSTIC
REPORT
.G2.20
Date Issues / Revisions:

TT
T
T
T
T
T
T
T
T
T
UP
DN
UP
4248 SF
RETAIL
2189 SF

AMENITIES
4669 SF
AREA A
2144 SF
RETAIL
63692 SF
GARAGE
Building Area Legend

AMENITIES
AREA A
GARAGE
RETAIL
69378 SF
GARAGE
Building Area Legend
GARAGE
64728 SF
GARAGE
2724 SF
AREA A
Building Area Legend
AREA A
GARAGE
6698 SF
AREA 8
7507 SF
AREA 7
7027 SF
AREA 6
5382 SF
AREA 4
7292 SF
AREA 5
8405 SF
AREA 3
6414 SF
AREA 2
1041 SF

AMENITIES
1039 SF

AMENITIES
6258 SF
AREA 1

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR AREA

ANALYSIS
CALCS
.G3.01
1/32" = 1'-0" 2LEVEL 1
1/32" = 1'-0" 1LEVEL B
1/32" = 1'-0" 3LEVEL 2
1/32" = 1'-0" 4LEVEL 3

AREA SCHEDULE (TYPE I AREA CALC- ALLOWABLE AREA CALCS

AREA NAME LEVEL
FLOOR
AREA

OCCUPAN

CY TYPE CONSTRUCTION TYPE

ALLOWABLE AREA PER
STORY

LEVEL B
GARAGE LEVEL B 69378 SF S-2 TYPE IA UL
69378 SF
LEVEL 1
AMENITIES LEVEL 1 2189 SF A-3 TYPE IA UL
AREA A LEVEL 1 4669 SF R-2 TYPE IA UL
GARAGE LEVEL 1 63692 SF S-2 TYPE IA UL
RETAIL LEVEL 1 2144 SF M TYPE IA UL
RETAIL LEVEL 1 4248 SF M TYPE IA UL
76942 SF
LEVEL 2
AREA A LEVEL 2 2724 SF R-2 TYPE IA UL
GARAGE LEVEL 2 64728 SF S-2 TYPE 1-A UL
67451 SF
Grand total 213771 SF

AREA SCHEDULE (TYPE III AREA CALC- ALLOWABLE AREA CALCS)

AREA LEVEL
OCCU
PANCY
TYPE

CONSTRUC
TION TYPE A(t)
BLDG
permiter F W I(f)
Increase
For
Multi-Story
Total
Allowable
area
FLOOR
AREA
1 AMENITIES LEVEL 3 A-3 TYPE IIIA 24,000 0' - 0" 2 48000 1041 SF AMENITIES LEVEL 3 A-3 TYPE IIIA 24,000 0' - 0" 2 48000 1039 SF AREA 1 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6258 SF AREA 1 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6392 SF AMENITIES LEVEL 4 A-3 TYPE IIIA 24,000 0' - 0" 2 48000 341 SF AREA 1 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 8276 SF AREA 1 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 8863 SF 32209 SF
2 AREA 2 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6414 SF AREA 2 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6458 SF AREA 2 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6458 SF AREA 2 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6458 SF AREA 2 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6478 SF 32268 SF
3 AREA 3 LEVEL 3 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8405 SF AREA 3 LEVEL 4 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8368 SF AREA 3 LEVEL 5 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8368 SF AREA 3 LEVEL 6 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8368 SF AREA 3 LEVEL 7 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8354 SF AREA 3 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 79' - 0" 0' - 0" 0 0 2 48000 296 SF AREA 3 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 329 SF 42489 SF
4 AREA 4 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5382 SF AREA 4 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5359 SF AREA 4 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5365 SF AREA 4 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5352 SF AREA 4 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5374 SF AREA 4 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 314 SF 27146 SF
5 AREA 5 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7292 SF AREA 5 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7292 SF AREA 5 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7286 SF AREA 5 LEVEL 6 R-2 TYPE IA 24,000 0' - 0" 2 48000 7298 SF AREA 5 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7257 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 311 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 309 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 304 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 313 SF 37661 SF
6 AREA 6 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7027 SF AREA 6 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7019 SF AREA 6 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 315 SF AREA 6 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 659 SF 36098 SF
7 AREA 7 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7507 SF AREA 7 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7591 SF 37671 SF
8 AREA 8 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6698 SF AREA 8 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5492 SF 31962 SF
Grand total 277504 SF
* PER CBC 2019 506.2.3 SINGLE -OCCUPANCY, MULTISTORY BUILDINGS.

EQUATION 5 -2
Aa = [ At + ( NS X If )] X Sa
Aa = ( 24,000 + (24,000 X 0) ) X Sa = 48,000 SQ. FT

ACCESSORY USE CALCS
Level Name Area
OCCU.

TYPE RATIO ACCESSORY USE NOTES
LEVEL 1
LEVEL 1 LEASING 2218 SF B 3.8% ACCESSORY TO S-2
LEVEL 1 RETAIL 2102 SF M 3.6% ACCESSORY TO S-2
LEVEL 1 RETAIL 4231 SF M 7.3% ACCESSORY TO S-2
LEVEL 1 RESIDENTIAL 4792 SF R-2 8.3% ACCESSORY TO S-2
LEVEL 1 GARAGE 57772 SF S-2 -
LEVEL 2
LEVEL 2 RESIDENTIAL 2724 SF R-2 4.7% ACCESSORY TO S-2
LEVEL 2 GARAGE 58475 SF S-2 -
LEVEL 3
LEVEL 3 FITNESS 1039 SF A-3 1.9% ACCESSORY TO R-2
LEVEL 3 CLUBROOM 1124 SF A-3 2.1% ACCESSORY TO R-2
LEVEL 3 RESIDENTIAL 54686 SF R-2 -
LEVEL 4
LEVEL 4 YOGA 375 SF A-3 0.7% ACCESSORY TO R-2
LEVEL 4 RESDIENTIAL 54675 SF R-2 -
LEVEL 4 MECH ROOM 283 SF S-2 0.5% ACCESSORY TO R-2

STORAGE REQUIREMENT
PER SANTA ANA MINICIPLE CODE SEC. 41.272 - STORAGE SPACE STORAGE SPACE SHALL BE AT LEAST 250 CUBIC FEET IN SIZE AND SHALL HAVE MINIMUM DIMENSIONS OF 4 FEET BY 8 FEET.
4' X 8' X 9' FLR TO CLG H.T. = 288 C.U. PER UNIT > 250 C.U. 4' X 8' X 260 UNITS = 8,320 SQ. FT. MIN.
15,868 SQ. FT. PROVIDED ALLOWED
Date Issues / Revisions:

UP
UP
UP
6591 SF
AREA 8
7524 SF
AREA 7 7026 SF
AREA 6
5359 SF
AREA 4
7292 SF
AREA 5
8368 SF
AREA 3
6458 SF
AREA 2
341 SF

AMENITIES
6392 SF
AREA 1
Building Area Legend

AMENITIES
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
AREA 8
8276 SF
AREA 1
6458 SF
AREA 2
8368 SF
AREA 3
7286 SF
AREA 5
5365 SF
AREA 4
7026 SF
AREA 6 7524 SF
AREA 7
6591 SF
AREA 8
6591 SF
AREA 8
7524 SF
AREA 7
7026 SF
AREA 6
7298 SF
AREA 5
5352 SF
AREA 4
8368 SF
AREA 3
8863 SF
AREA 1
6458 SF
AREA 2
4096 SF

AMENITIES
6478 SF
AREA 2
8354 SF
AREA 3
7019 SF
AREA 6
5374 SF
AREA 4
7591 SF
AREA 7
5492 SF
AREA 8
1050 SF

AMENITIES
7257 SF
AREA 5
4829 SF
AREA 1
311 SF
AREA 5
309 SF
AREA 5
315 SF
AREA 6
314 SF
AREA 4
304 SF
AREA 5 659 SF
AREA 6
313 SF
AREA 5
296 SF
AREA 3
329 SF
AREA 3
24' - 9"
25' - 7"
12' - 4"
4' - 7"
8' - 1"
21' - 7"
324 SF
AREA 5

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR AREA

ANALYSIS
CALCS
.G3.02
1/32" = 1'-0" 1LEVEL 4
1/32" = 1'-0" 2LEVEL 5
1/32" = 1'-0" 3LEVEL 6
1/32" = 1'-0" 4LEVEL 7
1/32" = 1'-0" 5MAZZ/LOWER ROOF
AREA SCHEDULE (TYPE III AREA CALC- ALLOWABLE AREA CALCS LEVEL 4-7)

AREA LEVEL
OCCU
PANCY
TYPE

CONSTRUC
TION TYPE A(t)
BLDG
permiter F W I(f)
Increase
For
Multi-Story
Total
Allowable
area
FLOOR
AREA
27146 SF
5 AREA 5 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7292 SF AREA 5 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7292 SF AREA 5 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7286 SF AREA 5 LEVEL 6 R-2 TYPE IA 24,000 0' - 0" 2 48000 7298 SF AREA 5 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7257 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 311 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 309 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 304 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 313 SF 37661 SF
6 AREA 6 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7027 SF AREA 6 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7019 SF AREA 6 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 315 SF AREA 6 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 4800 0 659 SF 36098 SF
7 AREA 7 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7507 SF AREA 7 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7591 SF 37671 SF
8 AREA 8 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6698 SF AREA 8 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5492 SF 31962 SF
Grand total 277504 SF
Date Issues / Revisions:

TT
T
T
T
T
T
T
T
T
T
DN

COMMON PATH OF TRAVEL

PRIMARY TRAVEL DISTANCE

ACCESSIBLE PATH OF TRAVEL
EXIT
200 EXIT DISCHARGE

OVERALL DIAGONAL DISTANCE

EXIT SIGN
1 HR RATED WALL
2 HR RATED WALL
3 HR RATED WALL

FIREWALL
1/3 DIAGONAL DISTANCE
184 SF
STAIR 3
179 SF
JAN
765 SF
STOR 599 SF
LOBBY
559 SF
TRASH
586 SF
STOR
252 SF
STAIR 4
4669 SF

LIVE/WORK
2144 SF
RETAIL
1543 SF

LEASING
646 SF

MAIL/PARCEL
4248 SF
RETAIL
227 SF
STAIR 1
57 SF

ELEV MECH
754 SF
TRASH
614 SF
ELEC.
297 SF
MPOE
197 SF

FIRE PUMP
338 SF

INVERTER
416 SF
STAIR 2
722 SF
ELEC.
124 SF
STOR
7019 SF

GARAGE - SECURED
469 SF

FAN ROOM
45799 SF
GARAGE
EXIT
85 TRAVEL DISTANCE = 288'
EXIT
85 EXIT
36 EXIT
85 EXIT
72 EXIT
16 EXIT
6 EXIT
6 EXIT
6 EXIT
6 EXIT
36 OCCUPANT LOAD
85 OCC.

STAIR WIDTH
REQUIRED: 85 x .3 = 25.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"
253 OCC. / 3 = 85

OCCUPANT LOAD
85 OCC.

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"

OCCUPANT LOAD
56 OCC.

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"

OCCUPANT LOAD
85 OCC.

STAIR WIDTH
REQUIRED: 85 x .3 = 25.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"
OVERALL DIAGONAL DISTANCE = 410'
380' > 1/3 DIAGONAL DISTANCE
TRAVEL DISTANCE = 177'
EXIT
71 OVERALL DIAGONAL DISTANCE = 85'

OVERALL DIAGONAL DISTANCE
= 99'
TRAVEL DISTANCE = 91'
TRAVEL DISTANCE = 163'
EXIT
3 57' > 1/3 DIAGONAL

DISTANCE
82' > 1/3 DIAGONAL DISTANCE
EXIT
3 TRAVEL DISTANCE = 290'
327' > 1/3 DIAGONAL DISTANCE
14' - 2 3/4"
60726 SF

GARAGE - SECURED
226 SF
STAIR 3
209 SF
STOR
544 SF
SHOP
271 SF
STOR
108 SF

RESTROOM
177 SF
STOR
100 SF

ELEV MECH
124 SF
LOBBY
651 SF

FAN ROOM
743 SF
STOR
416 SF
STAIR 2
137 SF
STOR
624 SF
STOR 219 SF
STAIR 1
575 SF
STOR
295 SF
STOR
252 SF
STAIR 4
200 SF
STOR
177 SF
LOBBY
956 SF
STOR
164 SF
STOR

OCCUPANT LOAD
85 OCC.

STAIR WIDTH
REQUIRED: 85 x .3 = 25.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"

OCCUPANT LOAD
85 OCC.

STAIR WIDTH
REQUIRED: 85 x .3 = 25.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"

OCCUPANT LOAD
86 OCC.

STAIR WIDTH
REQUIRED: 86 x .3 = 25.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 59 x .2 = 17.2"
PROVIDED : 36"
EXIT
85 EXIT
85 EXIT
86 EXIT
85 COMMON PATH OF TRAVEL = 147'
TRAVEL DISTANCE = 174' TRAVEL DISTANCE = 174'
TRAVEL DISTANCE = 156'
TRAVEL DISTANCE = 210'
TRAVEL DISTANCE = 211'

COMMON PATH OF
TRAVEL = 70'
450' > 1/3 DIAGONAL DISTANCE

OCCUPANT LOAD
85 OCC.

STAIR WIDTH
REQUIRED: 85 x .3 = 25.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

EXITING

DIAGRAM
.G3.041/16" = 1'-0"

EXITING PLAN LEGEND
1" = 30'-0" 2LEVEL 1 EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL 1
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occup
ancy
Load
LEVEL 1 LEASING B 1543 SF 100 16
LEVEL 1 MAIL/PARCEL B 646 SF 300 3
B: 2 19
LEVEL 1 RETAIL M 2144 SF 60 36
LEVEL 1 RETAIL M 4248 SF 60 71
M: 2 107
LEVEL 1 LIVE/WORK R-2 4669 SF 200 24
R-2: 1 24
LEVEL 1 STAIR 3 S-2 184 SF 200 1
LEVEL 1 GARAGE S-2 45799
SF
200 229
LEVEL 1 LOBBY S-2 599 SF 200 3
LEVEL 1 STAIR 4 S-2 252 SF 200 2
LEVEL 1 STAIR 1 S-2 227 SF 200 2
LEVEL 1 STAIR 2 S-2 416 SF 200 3
LEVEL 1 GARAGE -

SECURED
S-2 7019 SF 200 36
LEVEL 1 JAN S-2 179 SF 300 1
LEVEL 1 STOR S-2 765 SF 300 3
LEVEL 1 TRASH S-2 559 SF 300 2
LEVEL 1 STOR S-2 586 SF 300 2
LEVEL 1 ELEV MECH S-2 57 SF 300 1
LEVEL 1 TRASH S-2 754 SF 300 3
LEVEL 1 ELEC. S-2 614 SF 300 3
LEVEL 1 MPOE S-2 297 SF 300 1
LEVEL 1 FIRE PUMP S-2 197 SF 300 1
LEVEL 1 INVERTER S-2 338 SF 300 2
LEVEL 1 ELEC. S-2 722 SF 300 3
LEVEL 1 STOR S-2 124 SF 300 1
LEVEL 1 FAN ROOM S-2 469 SF 300 2
S-2: 20 301
Grand total: 25 451
1" = 30'-0" 1LEVEL B EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL B
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occup
ancy
Load

LEVEL B GARAGE -

SECURED
S-2 60726
SF
200 304
LEVEL B STAIR 3 S-2 226 SF 200 2
LEVEL B SHOP S-2 544 SF 200 3
LEVEL B RESTROOM S-2 108 SF 200 1
LEVEL B LOBBY S-2 124 SF 200 1
LEVEL B STAIR 1 S-2 219 SF 200 2
LEVEL B STAIR 4 S-2 252 SF 200 2
LEVEL B LOBBY S-2 177 SF 200 1
LEVEL B STOR S-2 209 SF 300 1
LEVEL B STOR S-2 271 SF 300 1
LEVEL B STOR S-2 177 SF 300 1
LEVEL B ELEV MECH S-2 100 SF 300 1
LEVEL B FAN ROOM S-2 651 SF 300 3
LEVEL B STOR S-2 743 SF 300 3
LEVEL B STAIR 2 S-2 416 SF 300 2
LEVEL B STOR S-2 137 SF 300 1
LEVEL B STOR S-2 624 SF 300 3
LEVEL B STOR S-2 575 SF 300 2
LEVEL B STOR S-2 295 SF 300 1
LEVEL B STOR S-2 200 SF 300 1
LEVEL B STOR S-2 956 SF 300 4
LEVEL B STOR S-2 164 SF 300 1
S-2: 22 341
341
Date Issues / Revisions:

LINE UP LEVEL 3

LANDSCAPE FILE
WITH

ARCHITECTURE

CAD FILE - USING
THE
NONPRINT_BUILDING

FOOTIPRINT LAYER

CLUB RO
OM
B
A
A
C
C
C
B
C
CD
A
D
C
C
D
A
C

HG G G H H
B
A

COMMON PATH OF TRAVEL

PRIMARY TRAVEL DISTANCE

ACCESSIBLE PATH OF TRAVEL
EXIT
200 EXIT DISCHARGE

OVERALL DIAGONAL DISTANCE

EXIT SIGN
1 HR RATED WALL
2 HR RATED WALL
3 HR RATED WALL

FIREWALL
1/3 DIAGONAL DISTANCE
5283 SF
AREA 4
6265 SF
AREA 5
949 SF
STOR 6975 SF
AREA 6
88 SF
STOR
7541 SF
AREA 7
6480 SF
AREA 8
50 SF
TRASH
6149 SF
AREA 1
5537 SF
AREA 2
7836 SF
AREA 3
266 SF
STAIR 2
41 SF
STOR
28 SF
STOR
391 SF
STOR
92 SF
STAIR 3
192 SF
STAIR 4
60 SF
STOR
76 SF
STOR
92 SF
STAIR 1
54 SF
TRASH
43 SF
STOR
1041 SF

CLUBROOM
948 SF

CORRIDOR
555 SF
POOL
140 SF
SPA
2535 SF

OPEN COURTYARD
(PUBLIC)
436 SF

BBQ AREA
1993 SF

POOL DECK
244 SF

SEATING
202 SF

SEATING
384 SF

SEATING
455 SF

SEATING
246 SF

SEATING
161 SF
SEATING OVERALL DIAGONAL DISTANCE = 478'
376' > 1/3 DIAGONAL DISTANCE
EXIT
134
EXIT
133
EXIT
133
EXIT
36 EXIT
35 42' - 5"
DIAGONAL DISTANCE = 92' -0"
EXIT
89 EXIT
89 689 SF

FITNESS
EXIT
14 TRAVEL DISTANCE = 80'

OCCUPANT LOAD
134 OCC.

STAIR WIDTH
REQUIRED: 134 x .3 = 40.2"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 134 x .2 = 26.8"
PROVIDED : 36"
EXIT
170

OCCUPANT LOAD
170 OCC.

EGRESS WIDTH
REQUIRED: 170 x .3 = 51"
PROVIDED: 13' -9"
TRAVEL DISTANCE = 63'
TRAVEL DISTANCE = 225'
TRAVEL DISTANCE = 208'
TRAVEL DISTANCE = 98'
TRAVEL DISTANCE = 156'
TRAVEL DISTANCE = 137'
POOL AREA - A3
15 OCC. POOL/SPA
133 OCC. POOL DECK
30 OCC. BBQ AREA
TOTAL: 178 OCC.

EGRESS WIDTH
REQUIRED : 178 x .2 = 35.6"
PROVIDED : 36"

OCCUPANT LOAD
133 OCC.

STAIR WIDTH
REQUIRED: 133 x .3 = 39.9"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 133 x .2 = 26.6"
PROVIDED : 36"

OCCUPANT LOAD
133 OCC.

STAIR WIDTH
REQUIRED: 133 x .3 = 39.9"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 133 x .2 = 26.6"
PROVIDED : 36"

OCCUPANT LOAD
133 OCC.

STAIR WIDTH
REQUIRED: 133 x .3 = 39.9"
PROVIDED: 60"

EGRESS WIDTH
REQUIRED : 133 x .2 = 26.6"
PROVIDED : 36"
EXIT
134
EXIT
133

OCCUPANT LOAD
134 OCC.

STAIR WIDTH
REQUIRED: 134 x .3 = 40.2"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 134 x .2 = 26.8"
PROVIDED : 36"
350 SF

RESTROOM
52887 SF

GARAGE - SECURED
571 SF
STOR
440 SF
STAIR 4
2493 SF

LIVE/WORK
941 SF
STOR
81 SF
STAIR 1
77 SF
JAN
684 SF
STOR
207 SF

WATER HEATER
393 SF
STOR
245 SF
STOR
291 SF
STOR
416 SF
STAIR 2
492 SF
GAS
124 SF
STOR
155 SF
STOR
601 SF
STOR
53 SF
STAIR 3
434 SF

GAS SUB METER
244 SF
STOR
301 SF
STOR
150 SF
LOBBY

OCCUPANT LOAD
76 OCC.

STAIR WIDTH
REQUIRED: 76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 76 x .2 = 15.2"
PROVIDED : 36"
OVERALL DIAGONAL DISTANCE = 417'
377' > 1/3 DIAGONAL DISTANCE

RAMP DOWN
TO LEVEL 1
EXIT
76 EXIT
76 EXIT
3 TRAVEL DISTANCE = 175'
TRAVEL DISTANCE = 159'
EXIT
76 TRAVEL DISTANCE = 159'
TRAVEL DISTANCE = 184'
COMMON PATH OF TRAVEL = 99'
TRAVEL DISTANCE = 124'
EXIT
76 EXIT
4 EXIT
3 EXIT
3 OCCUPANT LOAD
76 OCC.

STAIR WIDTH
REQUIRED: 76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 76 x .2 = 15.2"
PROVIDED : 36" OCCUPANT LOAD
76 OCC.

STAIR WIDTH
REQUIRED: 76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 76 x .2 = 15.2"
PROVIDED : 36"

OCCUPANT LOAD
76 OCC.

STAIR WIDTH
REQUIRED: 76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 76 x .2 = 15.2"
PROVIDED : 36"

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

EXITING

DIAGRAM
.G3.051/16" = 1'-0"

EXITING PLAN LEGEND
1" = 30'-0" 2LEVEL 3 EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL 3
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occup
ancy
Load
LEVEL 3 POOL .A-3 555 SF 50 12
LEVEL 3 SPA .A-3 140 SF 50 3
LEVEL 3 SEATING .A-3 244 SF 15 17
LEVEL 3 SEATING .A-3 202 SF 15 14
LEVEL 3 SEATING .A-3 384 SF 15 26
LEVEL 3 SEATING .A-3 455 SF 15 31
LEVEL 3 SEATING .A-3 246 SF 15 17
LEVEL 3 SEATING .A-3 161 SF 15 11
LEVEL 3 BBQ AREA .A-3 436 SF 15 30
LEVEL 3 POOL DECK .A-3 1993 SF 15 133
LEVEL 3 OPEN

COURTYARD
(PUBLIC)
.A-3 2535 SF 15 170
.A-3: 11 464
LEVEL 3 CLUBROOM A-3 1041 SF 15 70
LEVEL 3 FITNESS A-3 689 SF 50 14
LEVEL 3 RESTROOM A-3 350 SF 0
A-3: 3 84
LEVEL 3 AREA 4 R-2 5283 SF 200 27
LEVEL 3 AREA 5 R-2 6265 SF 200 32
LEVEL 3 AREA 6 R-2 6975 SF 200 35
LEVEL 3 AREA 7 R-2 7541 SF 200 38
LEVEL 3 AREA 8 R-2 6480 SF 200 33
LEVEL 3 AREA 1 R-2 6149 SF 200 31
LEVEL 3 AREA 2 R-2 5537 SF 200 28
LEVEL 3 AREA 3 R-2 7836 SF 200 40
LEVEL 3 STAIR 2 R-2 266 SF 200 2
LEVEL 3 STAIR 3 R-2 92 SF 200 1
LEVEL 3 STAIR 4 R-2 192 SF 200 1
LEVEL 3 STAIR 1 R-2 92 SF 200 1
LEVEL 3 CORRIDOR R-2 948 SF 200 5
R-2: 13 274
LEVEL 3 STOR S-2 949 SF 300 4
LEVEL 3 STOR S-2 88 SF 300 1
LEVEL 3 TRASH S-2 50 SF 300 1
LEVEL 3 STOR S-2 41 SF 300 1
LEVEL 3 STOR S-2 28 SF 300 1
LEVEL 3 STOR S-2 391 SF 300 2
LEVEL 3 STOR S-2 60 SF 300 1
LEVEL 3 STOR S-2 76 SF 300 1
LEVEL 3 TRASH S-2 54 SF 300 1
LEVEL 3 STOR S-2 43 SF 300 1
S-2: 10 14
Grand total: 37 836
TOTAL OCCUPANTS (INDOOR) = 373 + 85
(50% COURTYARD PRIVATE) = 458
TOTAL EXITS PROVIDED = 4
OCCCUPANT LOAD PER STAIR = 458/4
= 115
TOTAL OCCUPANTS (OUTDOOR) = 379
1" = 30'-0" 1LEVEL 2 EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL 2
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occup
ancy
Load
LEVEL 2 LIVE/WORK R-2 2493 SF 200 13
R-2: 1 13
LEVEL 2 GARAGE -

SECURED
S-2 52887
SF
200 265
LEVEL 2 STAIR 4 S-2 440 SF 200 3
LEVEL 2 STAIR 1 S-2 81 SF 200 1
LEVEL 2 STAIR 2 S-2 416 SF 200 3
LEVEL 2 STAIR 3 S-2 53 SF 200 1
LEVEL 2 LOBBY S-2 150 SF 200 1
LEVEL 2 STOR S-2 571 SF 300 2
LEVEL 2 STOR S-2 941 SF 300 4
LEVEL 2 JAN S-2 77 SF 300 1
LEVEL 2 STOR S-2 684 SF 300 3
LEVEL 2 WATER
HEATER
S-2 207 SF 300 1
LEVEL 2 STOR S-2 393 SF 300 2
LEVEL 2 STOR S-2 245 SF 300 1
LEVEL 2 STOR S-2 291 SF 300 1
LEVEL 2 GAS S-2 492 SF 300 2
LEVEL 2 STOR S-2 124 SF 300 1
LEVEL 2 STOR S-2 155 SF 300 1
LEVEL 2 STOR S-2 601 SF 300 3
LEVEL 2 GAS SUB
METER
S-2 434 SF 300 2
LEVEL 2 STOR S-2 244 SF 300 1
LEVEL 2 STOR S-2 301 SF 300 2
S-2: 21 301
Grand total: 22 314
Date Issues / Revisions:

COMMON PATH OF TRAVEL

PRIMARY TRAVEL DISTANCE

ACCESSIBLE PATH OF TRAVEL
EXIT
200 EXIT DISCHARGE

OVERALL DIAGONAL DISTANCE

EXIT SIGN
1 HR RATED WALL
2 HR RATED WALL
3 HR RATED WALL

FIREWALL
1/3 DIAGONAL DISTANCE
5283 SF
AREA 4
6265 SF
AREA 5
949 SF
STOR 6975 SF
AREA 6
88 SF
STOR
7541 SF
AREA 7
6480 SF
AREA 8
50 SF
TRASH
8230 SF
AREA 1
6478 SF
AREA 2
7836 SF
AREA 3
266 SF
STAIR 2
41 SF

STORAGE
28 SF
IDF
391 SF
STOR
92 SF
STAIR 3
192 SF
STAIR 4
60 SF

STORAGE

OCCUPANT LOAD
75 OCC.

TRAVEL DISTANCE = 208'
TRAVEL DISTANCE = 225'

OCCUPANT LOAD
75 OCC.

TRAVEL DISTANCE = 68'
TRAVEL DISTANCE = 98'

OCCUPANT LOAD
75 OCC.

TRAVEL DISTANCE = 107' TRAVEL DISTANCE 209'
TRAVEL DISTANCE = 80'

OCCUPANT LOAD
75 OCC.

HORIZONTAL EXIT
STAND PIPES WITH IN 100' OF

EACH SIDE PER
CBC SECTION 905.4 EXCEPTION

STAIR WIDTH
REQUIRED:75 x .3 = 22.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 75 x .2 = 15"
PROVIDED : 36"
OVERALL DIAGONAL DISTANCE = 478'
376' > 1/3 DIAGONAL DISTANCE
76 SF

STORAGE
92 SF
STAIR 1

STAIR WIDTH
REQUIRED:75 x .3 = 22.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 75 x .2 = 15"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:75 x .3 = 22.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 75 x .2 = 15"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:75 x .3 = 22.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 75 x .2 = 15"
PROVIDED : 36"
EXIT
75 EXIT
75 EXIT
75 EXIT
75 54 SF
TRASH
73 SF

STORAGE
5283 SF
AREA 4
6265 SF
AREA 5
949 SF
STOR 6975 SF
AREA 6
88 SF
STOR
7541 SF
AREA 7
6480 SF
AREA 8
50 SF
TRASH
6008 SF
AREA 1
6478 SF
AREA 2
7836 SF
AREA 3
266 SF
STAIR 2
41 SF
STOR
28 SF
IDF
391 SF
STOR
92 SF
STAIR 3
192 SF
STAIR 4
60 SF
STOR

OCCUPANT LOAD
78 OCC.

TRAVEL DISTANCE = 208'
TRAVEL DISTANCE = 225'

OCCUPANT LOAD
78 OCC.

TRAVEL DISTANCE = 72'
TRAVEL DISTANCE = 98'

OCCUPANT LOAD
78 OCC.

TRAVEL DISTANCE = 107' TRAVEL DISTANCE 209'
TRAVEL DISTANCE = 80'

OCCUPANT LOAD
78 OCC.

HORIZONTAL EXIT
STAND PIPES WITH IN 100' OF

EACH SIDE PER
CBC SECTION 905.4 EXCEPTION

STAIR WIDTH
REQUIRED:78 x .3 = 23.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 78 x .2 = 15.6"
PROVIDED : 36"
OVERALL DIAGONAL DISTANCE = 478'
376' > 1/3 DIAGONAL DISTANCE
76 SF
STOR
92 SF
STAIR 1
EXIT
78 EXIT
78 EXIT
78 EXIT
78 54 SF
TRASH
73 SF
STOR
341 SF
YOGA
285 SF
MECH.

STAIR WIDTH
REQUIRED:78 x .3 = 23.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 78 x .2 = 15.6"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:78 x .3 = 23.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 78 x .2 = 15.6"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:78 x .3 = 23.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 78 x .2 = 15.6"
PROVIDED : 36"
EXIT
23 RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

EXITING

DIAGRAM
.G3.061/16" = 1'-0"

EXITING PLAN LEGEND
1" = 30'-0" 2LEVEL 5 EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL 5
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occupancy
Load
LEVEL 5 AREA 4 R-2 5283 SF 200 27
LEVEL 5 AREA 5 R-2 6265 SF 200 32
LEVEL 5 AREA 6 R-2 6975 SF 200 35
LEVEL 5 AREA 7 R-2 7541 SF 200 38
LEVEL 5 AREA 8 R-2 6480 SF 200 33
LEVEL 5 AREA 1 R-2 8230 SF 200 42
LEVEL 5 AREA 2 R-2 6478 SF 200 33
LEVEL 5 AREA 3 R-2 7836 SF 200 40
LEVEL 5 STAIR 2 R-2 266 SF 200 2
LEVEL 5 STAIR 3 R-2 92 SF 200 1
LEVEL 5 STAIR 4 R-2 192 SF 200 1
LEVEL 5 STAIR 1 R-2 92 SF 200 1
R-2: 12 285
LEVEL 5 STOR S-2 949 SF 300 4
LEVEL 5 STOR S-2 88 SF 300 1
LEVEL 5 TRASH S-2 50 SF 300 1
LEVEL 5 STORA
GE
S-2 41 SF 300 1
LEVEL 5 IDF S-2 28 SF 300 1
LEVEL 5 STOR S-2 391 SF 300 2
LEVEL 5 STORA
GE
S-2 60 SF 300 1
LEVEL 5 STORA
GE
S-2 76 SF 300 1
LEVEL 5 TRASH S-2 54 SF 300 1
LEVEL 5 STORA
GE
S-2 73 SF 300 1
S-2: 10 14
Grand total: 22 299
1" = 30'-0" 1LEVEL 4 EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL 4
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occupancy
Load
LEVEL 4 YOGA A-3 341 SF 15 23
A-3: 1 23
LEVEL 4 AREA 4 R-2 5283 SF 200 27
LEVEL 4 AREA 5 R-2 6265 SF 200 32
LEVEL 4 AREA 6 R-2 6975 SF 200 35
LEVEL 4 AREA 7 R-2 7541 SF 200 38
LEVEL 4 AREA 8 R-2 6480 SF 200 33
LEVEL 4 AREA 1 R-2 6008 SF 200 31
LEVEL 4 AREA 2 R-2 6478 SF 200 33
LEVEL 4 AREA 3 R-2 7836 SF 200 40
LEVEL 4 STAIR 2 R-2 266 SF 200 2
LEVEL 4 STAIR 3 R-2 92 SF 200 1
LEVEL 4 STAIR 4 R-2 192 SF 200 1
LEVEL 4 STAIR 1 R-2 92 SF 200 1
R-2: 12 274
LEVEL 4 STOR S-2 949 SF 300 4
LEVEL 4 STOR S-2 88 SF 300 1
LEVEL 4 TRASH S-2 50 SF 300 1
LEVEL 4 STOR S-2 41 SF 300 1
LEVEL 4 IDF S-2 28 SF 300 1
LEVEL 4 STOR S-2 391 SF 300 2
LEVEL 4 STOR S-2 60 SF 300 1
LEVEL 4 STOR S-2 76 SF 300 1
LEVEL 4 TRASH S-2 54 SF 300 1
LEVEL 4 STOR S-2 73 SF 300 1
LEVEL 4 MECH. S-2 285 SF 300 1
S-2: 11 15
Grand total: 24 312
Date Issues / Revisions:

UP
UP
UP
GG GGG
F F
D
E EEEE
D
D
D
D D
D D
D D
I
I I
I
E
G G
D
E
G G
I
G
E E

I IH H H H
H
H
L
H
G
G
G

COMMON PATH OF TRAVEL

PRIMARY TRAVEL DISTANCE

ACCESSIBLE PATH OF TRAVEL
EXIT
200 EXIT DISCHARGE

OVERALL DIAGONAL DISTANCE

EXIT SIGN
1 HR RATED WALL
2 HR RATED WALL
3 HR RATED WALL

FIREWALL
1/3 DIAGONAL DISTANCE
5283 SF
AREA 4 6265 SF
AREA 5
949 SF

STORAGE
6975 SF
AREA 6
7541 SF
AREA 7
5240 SF
AREA 8
7836 SF
AREA 3
391 SF

STORAGE
28 SF
IDF
41 SF

STORAGE
6478 SF
AREA 2
4702 SF
AREA 1 73 SF

STORAGE
2118 SF

SOUTH TERRACE
464 SF

NORTH TERRACE
Area Legend
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
AREA 8
IDF

NORTH TERRACE

SOUTH TERRACE
STAIR 1
STAIR 2
STAIR 3
STAIR 4

STORAGE
TRASH

OCCUPANT LOAD
68 OCC.

TRAVEL DISTANCE = 208'
TRAVEL DISTANCE = 225'

OCCUPANT LOAD
68 + 24 (LOUNGE FIXED
SEATING) OCC = 92 OCC.

TRAVEL DISTANCE = 63'

NORTH TERRACE
464 DECK AREA

W/FIXED SEATING
= 31 OCC
TRASH
63 SF
S1 TRAVEL DISTANCE = 98'

OCCUPANT LOAD
68 OCC.

TRAVEL DISTANCE = 107'
TRASH
65 SF
S1
TRAVEL DISTANCE 209'
EXIT
117

OVERALL DIAGONAL
DISTANCE = 75'
TRAVEL DISTANCE = 72'

OCCUPANT LOAD
68 + 49 (LOUNGE FIXED
SEATING) OCC = 117 OCC.

STAIR WIDTH
REQUIRED:117 x .3 = 35.1"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 117 x .2 = 23.4"
PROVIDED : 36"

SOUTH TERRACE
1669 DECK AREA W/FIXED
SHEATHING = 112 OCC
REQUIRED EXIT WIDTH:
112 x .2 = 22.4"
PROVIDED: 66"

HORIZONTAL EXIT
STAND PIPES WITH IN 100' OF

EACH SIDE PER
CBC SECTION 905.4 EXCEPTION
OVERALL DIAGONAL DISTANCE = 478'
376' > 1/3 DIAGONAL DISTANCE
EXIT
68 EXIT
92 EXIT
68 TRAVEL DISTANCE = 59'
192 SF
STAIR 4
92 SF
STAIR 3
266 SF
STAIR 2

STAIR WIDTH
REQUIRED: 92 x .3 = 27.6"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 92 x .2 = 18.4"
PROVIDED : 36"

STAIR WIDTH
REQUIRED: 68 x .3 = 20.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 68 x .2 = 13.6"
PROVIDED : 36"

STAIR WIDTH
REQUIRED: 68 x .3 = 20.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 68 x .2 = 13.6"
PROVIDED : 36"
92 SF
STAIR 1
5283 SF
AREA 4
6265 SF
AREA 5
949 SF
STOR 6975 SF
AREA 6
88 SF
STOR
7541 SF
AREA 7
6480 SF
AREA 8
50 SF
TRASH
8812 SF
AREA 1
6478 SF
AREA 2
7836 SF
AREA 3
266 SF
STAIR 2
41 SF

STORAGE
28 SF
IDF
391 SF
STOR
92 SF
STAIR 3
192 SF
STAIR 4
60 SF

STORAGE

OCCUPANT LOAD
76 OCC.

TRAVEL DISTANCE = 208'
TRAVEL DISTANCE = 225'

OCCUPANT LOAD
76 OCC.

TRAVEL DISTANCE = 72'
TRAVEL DISTANCE = 98'

OCCUPANT LOAD
76 OCC.

TRAVEL DISTANCE = 107' TRAVEL DISTANCE 209'
TRAVEL DISTANCE = 80'

OCCUPANT LOAD
76 OCC.

HORIZONTAL EXIT
STAND PIPES WITH IN 100' OF

EACH SIDE PER
CBC SECTION 905.4 EXCEPTION

STAIR WIDTH
REQUIRED:76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 76 x .2 = 15.2"
PROVIDED : 36"
EXIT
75 EXIT
75 EXIT
75 EXIT
75 OVERALL DIAGONAL DISTANCE = 478'
376' > 1/3 DIAGONAL DISTANCE
76 SF

STORAGE
92 SF
STAIR 1
54 SF
TRASH
73 SF
STOR

STAIR WIDTH
REQUIRED:76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 76 x .2 = 15.2"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 76 x .2 = 15.2"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 76 x .2 = 15.2"
PROVIDED : 36"

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

EXITING

DIAGRAM
.G3.071/16" = 1'-0"

EXITING PLAN LEGEND
TOTAL OCCUPANTS = 445
TOTAL EXIT REQUIRED = 2
OCCUPANT LOAD PER STAIR = 111
1" = 30'-0" 2LEVEL 7 EXITING DIAGRAM
1" = 30'-0" 1LEVEL 6 EXITING DIAGRAM
LEVEL 7 AREA 4 R-2 5283 SF 200 27
LEVEL 7 AREA 5 R-2 6265 SF 200 32
LEVEL 7 AREA 6 R-2 6975 SF 200 35
LEVEL 7 AREA 7 R-2 7541 SF 200 38
LEVEL 7 AREA 8 R-2 5240 SF 200 27
LEVEL 7 AREA 3 R-2 7836 SF 200 40
LEVEL 7 AREA 2 R-2 6478 SF 200 33
LEVEL 7 AREA 1 R-2 4702 SF 200 24
LEVEL 7 STAIR 4 R-2 192 SF 200 1
LEVEL 7 STAIR 3 R-2 92 SF 200 1
LEVEL 7 STAIR 2 R-2 266 SF 200 2
LEVEL 7 STAIR 1 R-2 92 SF 200 1
R-2: 12 261
LEVEL 7 STORAGE S-2 949 SF 300 4
LEVEL 7 STORAGE S-2 391 SF 300 2
LEVEL 7 IDF S-2 28 SF 300 1
LEVEL 7 STORAGE S-2 41 SF 300 1
LEVEL 7 STORAGE S-2 73 SF 300 1
LEVEL 7 STORAGE S-2 88 SF 300 1
LEVEL 7 TRASH S-2 54 SF 300 1
S-2: 7 11
Grand total: 19 272
Area Schedule (TAG gross bldg) LVL 6
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occupancy
Load
LEVEL 6 AREA 4 R-2 5283 SF 200 27
LEVEL 6 AREA 5 R-2 6265 SF 200 32
LEVEL 6 AREA 6 R-2 6975 SF 200 35
LEVEL 6 AREA 7 R-2 7541 SF 200 38
LEVEL 6 AREA 8 R-2 6480 SF 200 33
LEVEL 6 AREA 1 R-2 8812 SF 200 45
LEVEL 6 AREA 2 R-2 6478 SF 200 33
LEVEL 6 AREA 3 R-2 7836 SF 200 40
LEVEL 6 STAIR 2 R-2 266 SF 200 2
LEVEL 6 STAIR 3 R-2 92 SF 200 1
LEVEL 6 STAIR 4 R-2 192 SF 200 1
LEVEL 6 STAIR 1 R-2 92 SF 200 1
R-2: 12 288
LEVEL 6 STOR S-2 949 SF 300 4
LEVEL 6 STOR S-2 88 SF 300 1
LEVEL 6 TRASH S-2 50 SF 300 1
LEVEL 6 STORA
GE
S-2 41 SF 300 1
LEVEL 6 IDF S-2 28 SF 300 1
LEVEL 6 STOR S-2 391 SF 300 2
LEVEL 6 STORA
GE
S-2 60 SF 300 1
LEVEL 6 STORA
GE
S-2 76 SF 300 1
LEVEL 6 TRASH S-2 54 SF 300 1
LEVEL 6 STOR S-2 73 SF 300 1
S-2: 10 14
Grand total: 22 302
Area Schedule (TAG gross bldg) LVL 7 B
Level Name
OCC.

TYPE .Area
.Occupant
Load
Factor
.Occupant
Load
LEVEL 7 SOUTH

TERRACE
B 49
LEVEL 7 NORTH

TERRACE
B 24
B: 2
Grand total: 2
Date Issues / Revisions:
9 "
2 4 "
12"
1 2 "
1 2 " 1 2 " 1 2 "
1 2 " 1 2 " 1 2 " 1 2 " 1 2 " 1 2 "
9 "
9 "
9 "
9"
12"
12"
12"
(134)
(132)
(130)
(128)
(126)
(124)
(122)
(120)
(118)
(116)
(114)
(112)
-
(144)
(141)
(141)
(143)
(144)
(121)
(122)
(123)
(124)
(126)
(127)
(128)
(129)
(131)
(132)
(133)
(134)
(139)
(139)
(138)
(120)
(125)
(130)
(135)
(140)
6"
6"
6"
6"
6"
6"
TT
T
T
T
T
T
T
T
T
T
DN
A3.02
A3.01
A3.01 2
A3.02 2
1 1
17 A
16 15 14 13 12 11 10 987654321
B
C
D
E
F
G
H
J
K
L
M
N
A3.02
3 A3.02
4 14.4

CABRILLO PARK DRIVE

XEROX CENTER
STATE FUND DRIVE(E) 6 LEVEL PARKING GARAGE
(E) 6 LEVEL PARKING GARAGE

STAIRCASE ON A

SEPARATE PERMIT

EXISTING TO REMAIN
ø 80' - 0"

LANDSCAPE
STOR
1083 JANITOR STOR
1077
STOR
1078
STOR
1075
STOR
1076
BIKE
1080
TRASH
1081

ELECTRICAL
ROOM
1071
STAIR 2
1070

INVERTER
1069

FIRE PUMP
1068
MPOE
1067

MAIN ELEC
1066
TRASH
1064
F.C.C
1062
STAIR 1
1060

FAN ROOM
1073

ELEV MACH
1059

MAIL/PARCEL
1103

COPY/KEY
1105

LEASING
1058
RETAIL
1001
RETAIL
1053
UNIT LW-01
1054
UNIT LW-01
1055
UNIT LW-01
1056
UNIT LW-01
1057
OFFICE
1102
RESTRM
1101
STAIR 4
1084

CORRIDOR
1085
VEST
1086
STOR
1087
STAIR 3
1079

VISITOR

PARKING
1063
ELEV LOBBY 4
1082

RESIDENTIAL

PARKING
1090

RESIDENTIAL

PARKING
1096
ELEV LOBBY 2
1074
ELEV LOBBY 1
1061

ENTRY VEST
1100
STAIR 5
1104
STOR
1088
1:12
1:12

PROPERTY LINE

PROPERTY LINE
(E) HYDRANT

TO REMAIN

TRANSFORMER

FIRE TRUCK

STAGING AREA

SETBACK
10' - 0" SETBACK
30' - 0"

FIRE ACCESS LANE

SETBACK
20' - 0"

SETBACK
10' - 0"
29' - 3"
21' - 0"
23' - 1" 25' - 0"

SETBACK
20' - 0"

GREASE INTERCEPTOR

GREASE INTERCEPTOR
(E) HYDRANT
(N) HYDRANT
5%
DN
DN
DN

SETBACK LINE

PROPERTY LINE

FIRE HYDRANT
ZONE "X" DENOTES UNITS REQUIRING WINDOW/ DOOR

ACOUSTICAL UPGRADES

FIRE ACCESS TO BUILDING

VEHICLE GARAGE DRIVE RAMP ACCESS
8' -2" MIN CLEAR HEAD HEIGHT

ADA TACTILE SURFACE

1. THE SITE PLAN WAS PREPARED USING INFORMATION PROVIDED BY THE CIVIL ENGINEER AND THE LANDSCAPE ARCHITECT. THIS DRAWING IS INTENDED TO PROVIDE INFORMATION RELATED TO THE ARCHITECTURAL ELEMENTS OF THE BUILDING ONLY.

2. REFER TO CIVIL AND LANDSCAPE FOR INFORMATION PERTAINING TO THE DEVELOPMENT OF THE SITE. THIS INCLUDES HORIZONTAL AND VERTICAL DIMENSION CONTROL,

SETBACKS, GRADING & EXCAVATION, LANDSCAPING AT GRADE AND PODIUM, SITE ACCESSIBILITY, AND OTHER SITE DEVELOPMENT INFORMATION.

3. SETBACK DIMENSIONS INDICATED ARE FOR REFERENCE ONLY. REFER TO CIVIL PLANS FOR PRECISE HORIZONTAL CONTROL INFORMATION. REFERENCE CIVIL AND LANDSCAPE DOCUMENTS FOR COMPLETE SITE INFORMATION.

4. REFER TO THE PROJECT GEOTECHNICAL REPORT FOR ADDITIONAL SITE REQUIREMENTS.

5. REFER TO THE DRY UTILITY CONSULTANT DOCUMENTS FOR SITE WORK, INCLUDING LOCATION AND SIZES OF TRANSFORMERS.

6. REFERENCE GEN-1.0 FOR PARKING COUNTS.

7. REFERENCE GEN-6,7 & 8 FOR ACCESSIBILITY REQUIREMENTS.

8. REFERENCE STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, LIGHTING FOR ADDITIONAL INFORMATION.

9. APPROVED BUILDING ADDRESS NUMBERS TO BE PROVIDED AND MAINTAINED AS TO BE VISIBLE FROM THE STREET FRONTING THE PROPERTY. LETTERS TO BE MIN. 4" HIGH AND MIN. STROKE WIDTH OF 0.5" .

10. ALL ELEVATORS FOR THE PROJECT SHALL COMPLY WITH CBC CHAPTER 30. ALL

PASSENGER ELEVATORS SHALL MEET THE REQUIREMENTS OF MEDICAL EMERGENCY

RESPONSE SERVICE ELEVATOR TO ALL LANDINGS PER THE REQUIREMENTS OF CBC SECTION 3002.4.1A THROUGH SECTION 3002.4.7

11. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED PER THE FIRE CODE SECTION 906.

12. GRAPHIC DISPLAY PANEL TO BE PROVIDED AT ALL VEHICULAR ENTRANCES WHICH

DEPICTS LOCATION OF ALL RESIDENTIAL UNITS

13. PER CBC SECTION 11B-302: GROUND AND FLOOR SURFACES ALONG ACCESSIBLE

ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS, SHALL BE STABLE, FIRM, SLIP RESISTANT.

1. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAX SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX IN HEIGHT ALONG AND ADJACENT TO THE ACCESSIBLE ROUTE OF TRAVEL, AND AT LEAST 48" IN WIDTH. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". ACCESSIBLE ROUTE SURFACE MUST BE SLIP-RESISTANT, STABLE, AND FIRM. ON SURFACES WITH SLOPES UP TO 6%, PROVIDE EQUIVALENT OF MEDIUM SALTED FINISH.

ON SURFACES WITH SLOPES EQUAL TO OR GREATER THAN 6%, PROVIDE SLIP-RESISTANT FINISH.

SITE ACCESSIBILITY NOTES

SITE PLAN LEGEND

ADA PATH OF TRAVEL

1. NO TICKET BOOTH ON SITE FOR RETAIL PARKING.

2. RIGHT TURN ONLY FROM GARAGE ENTRACE TO 7TH STREET

3. SIGNAGE WILL BE PROVIDED FOR NO LEFT TURN ON 7TH STREET

4. ALL RETAIL STALLS ARE IDENTIFIED AS 'RETAIL'. REFER TO FLOOR PLANS.

GENERAL NOTES

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

SITE PLAN
A1.00

GENERAL NOTES

XKEY NOTES
1" = 20'-0" 1SITE PLAN
Date Issues / Revisions:

SYMBOL DESCRIPTION
1 STREET CURB - SEE CIVIL PLAN
2 NEW CURB CUT FOR DRIVEWAY ENTRY _ SEE CIVIL PLANS
3 WATER METER(S) - SEE CIVIL PLANS AND PLUMBING PLAN S
4 GAS METER - SEE PLUMBING PLANS
5 ELECTRICAL SWITCHGEAR -SEE ELECTRICAL DWG'S., PROV IDE 4" HIGH CONC. PAD WHEN LOCATED @ EXTERIOR OF BUILDING.
6 TRANSFORMER/ELECTRICAL VAULT - SEE ELECTRICAL PLAN S
7 DETECTOR CHECK / FDC, PROVIDE 1" CONDUIT TO BUILDI NG

FIRE SPRINKLER RISER
8 P.I.V., PROVIDE 1" CONDUIT TO BUILDING FIRE SPRINK LER

RISER - SEE CIVIL PLANS
9 BACKFLOW PREVENTOR(S) - SEE CIVIL PLANS
10 SEWER LINE - SEE PLUMBING PLANS
11 IRRIGATION METER
12 FUTURE STANDPIPE(CLASS I) LOCATION - SEE FIRE SPR INKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL)
13 ELEVATOR WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE 90 MINUTE FIRE RATED
DOOR. PROVIDE STAR OF LIFE SIGNAGE.
14 DRAINAGE DEVICE - SEE CIVIL AND PLUMBING PLANS
15 EXISTING FIRE HYDRANT - SEE CIVIL PLANS
16 PROPOSED NEW FIRE HYDRANT - SEE CIVIL PLANS
17 ELECTRICAL PANEL
18 TELEPHONE TERMINAL BACKBOARD
19 6'-0" HIGH CMU WALL WITH STUCCO FINISH, MEASURE F ROM FINISHED GRADE. REPAIR ANY DAMAGE WHERE OCCURS.
20 NEW DRIVEWAY APPROACH PER CITY STANDARD - SEE CIV IL PLANS
21 CENTRAL MAIL BOXES

CENTRAL MAILBOXES
22 CONCRETE WALKWAY

CENTRAL MAILBOXES
23 6" CONCRETE CURB
24 LONG-TERM BIKE RACK IN LOCKABLE BIKE STORAGE ROOM
25 SHORT-TERM BIKE RACK
26 BOLLARD(S)
27 WHEEL STOP
28 PARKING STRIPING
29 HANDICAP ACCESSIBLE PARKING SPACE(S)
30 BUILDING LINE ABOVE
31 HANDICAP ACCESSIBLE PARKING SPACE FOR RESIDENTIAL
UNIT - 2% SLOPE MAX IN ANY DIRECTION
32 VAN ACCESSIBLE PARKING SPACE FOR GUEST PARKING SP ACE - 2% SLOPE MAX IN ANY DIRECTION. KEEP MIN. 8'-2" CLR.

HEADROOM
33 "GUEST PARKING ONLY" SIGN
34 INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN- INDIC ATE

THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES
35 ELECTRIC CHARGING STATION FOR FUEL-EFFICIENT VEHI CLES 36 HARDSCAPE/ PAVING
37 DECORATIVE SCREEN WALL
38 DECORATIVE STAMPED CONCRETE
39 THICKEN CONCRETE SLAB
40 MONUMENT SIGN (N.A.P., UNDER SEPARATE PERMIT)
41 ACCESSIBLE RAMP AND DETECTABLE WARNING WHERE

REQUIRED, SEE CIVIL PLANS
42 6 FT. HT. METAL FENCE (N.A.P., UNDER SEPARATE PER MIT) 43 DECORATIVE BOLLARD(S) WITH LIGHT
44 EV CHARGING STATION
45 PEDESTRIAN GATE- LEVER TYPE DOOR HANDLE
46 ELEVATOR BACKUP POWER SYSTEM
(N.A.P., UNDER SEPARATE PERMIT)
47 5 FT. HT. FENCE WALL WITH SMOOTH STUCCO FINISH -

PROVIDE VISUAL SCREENING FOR GAS METERS
48 FIRE LANE - NO PARKING FIRE LANE MARK ON CURB
49 HOSE BIBB - SEE PLUMBING PLANS

1. SEE CIVIL PLANS FOR GRADING INFORMATION

2. SEE LANDSCAPE PLANS FOR LANDSCAPE INFORMATION.

UP
UP
UP
UP
A3.02
A3.01
A3.01 2
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D
E
E
F
F
G
G
H H
J J
K K
L
L
M M
N N
26' - 5 1/8"
29' - 2"
12' - 0"
3' - 4"
15' - 2"
29' - 8"
15' - 2"
4' - 10"
28' - 8"
29' - 7"
16' - 5"
34' - 0"
29 SF
STOR
B018
15 SF
STOR
B017
431 SF

MAINTENANCE
SHOP
B016
83 SF

RESTROOM
B019
220 SF
STAIR 4
B019
898 SF
TENANT

STORAGE
B015
257 SF

CART STORAGE
B020
212 SF

MAINTENANCE

STORAGE
B021
198 SF
STAIR-3
B022
5' - 10 7/8"
6' - 9 1/2"
13' - 1"
18' - 8 5/8"
10' - 8 5/8"
32' - 3 3/4"
6' - 7 5/8" 9' - 2 3/8"
435 SF

FAN ROOM
B008
703 SF

TENANT STOR
B007
347 SF
STAIR 2
B006
121 SF

TENANT STOR
B005
157 SF

TENANT STOR
B009
577 SF

TENANT STOR
B004
191 SF
STAIR 1
B002
262 SF
STOR
B023
24' - 8" 13' - 2"
23' - 6"
6%
UP
12%
UP
81 SF
ELEV-2

MACH RM
B010
139 SF
STOR
B012
R-256
R-255
R-402
R-370
R-401 R-400 R-399 R-403 R-404 R-405 R-406 R-407 R-408 R-409 R-410 R-411 R-412 R -413 R-414 R-415 R-416 R-417 R396 R-395 R394 R-393 R-392 R-391 R-390 R-389 R-388 R-387 R-344
R-342
R-340
R-338
R-336
R-334
R-332
R-330
R-328
R-326
R324
R-277 R-279 R-281
R-372 R-374 R-376
R-369 R-371 R-373 R-375
R-306 R-307 R-308 R-309 R-310 R-311 R-312 R-313 R-314 R-315 R -316 R-317 R-318 R-319 R-320 R-321 R-322 R-323 R-305 R-304 R-303 R-302 R-301 R-300 R-299 R-298 R-297 R-296 R -295 R-294 R-293 R-292 R-291 R-290 R-289 R-288 R-262 R-261 R-260 R-259 R-265 R-264 R-263 R-268 R-267 R-266 R-271 R-270 R-269 R-273 R-272 R-275 R-274 R-251 R-250 R-249 R-248 R-247 R-246 R-245 R-244 R-243 R-242 R -241 R-240 R-239 R-238 R-253 R-254 R-258 R-257
R-381 R-382 R-383 R-384 R-385 R-386
R-397
?
? ?
?
?
??
??
?
?
R-346
R-252
?
R-345
R-343
R-341
R-339
R-337
R-335
R-333
R-331
R-329
R-327
R-325
R-283 R-285 R-287
R-276 R-278 R-280 R-282 R-284 R-286
R-364 R-366 R-368
R-363 R-365 R-367
R-358 R-360 R-362
R-357 R-359 R-361
R-352 R-354 R-356
R-351 R-353 R-355
R-348 R-350
R-347 R-349
R-398
R-378 R-380
R-377 R-379
5' - 2" 17' - 10" 5' - 6"
9' - 3 9/16"
A3.02
3 A3.02
4 59717 SF

RESIDENTIAL

PARKING
B001
77 SF
ELEV LOBBY 1
B003
124 SF
ELEV LOBBY 2
B011
109 SF

ELEV MACH
B013
168 SF
ELEV LOBBY 4
B014
GARAGE
AIRWAY
GARAGE
AIRWAY

14.4 14.4
570 SF
STOR
B024
/

MATCH LINE
1 A2.24
/

MATCH LINE
1 A2.21
/

MATCH LINE
1 A2.23
/

MATCH LINE
1 A2.22
/

MATCH LINE
1A2.24
/

MATCH LINE
1 A2.23
/

MATCH LINE
1A2.21
/

MATCH LINE
1 A2.22
A5.32
6 A5.31
1 A5.32
1 A5.33
1 A5.34
1 A5.34
6 434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 244'-5 1/4"
34'-0"
16'-5"
29'-7"
28'-8"
4'-10"
15'-2"
29'-8"
15'-2"
3'-4"
12'-0"
29'-2"
26'-5 1/4"
24' - 6"
23' - 6"
37' - 0"
23' - 6"
18' - 4 1/2"
8' - 3 1/4" 10' - 7 1/4"
18' - 1 1/2"
23' - 1 3/4"
18' - 0"
27' - 1"

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A -X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx
X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A -X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

LEVEL B
A2.001/16" = 1'-0" 1LEVEL B

GENERAL NOTES

XKEY NOTES
LEGEND
Date Issues / Revisions:

SYMBOL DESCRIPTION Detail
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.

J J
K
K
(114)
(112)
-
TT
T
T
T
T
T
T
T
T
T
DN
UP
DN
UP
UP
UP
DN
UP
DN
UP
A3.02
A3.01
A3.01 2
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F F
G
G
H H
J J
K K
L
L
M M
N N
A3.02
3 A3.02
41 A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 14.4
230 SF

LANDSCAPE
STOR
1083
168 SF

JANITOR STOR
1077
132 SF
STOR
1078
208 SF
STOR
1075
488 SF
STOR
1076
146 SF
BIKE
1080
6%
DN
6%
UP
R-48
R-64 R-62 R-66 R-68 R-70 R-72 R-74 R-76 R-78 R-80 R-82 R-84 R-86 R-60 R-49 R-50 R-51 R-52 R-53 R-54 R-55 R-56 R-57 R-58 R-59 R-47 R-46 R-43 R-42 R-41 R-40 R-39 R-38 R-37 R-36 R-35 R-34 R-33 R-31 R-29 R-27 R-25 R-23 R-21 R-19
R-81 R-83 R-85 R-87 R-30 R-65 R-63 R-67 R-69 R-71 R-73 R-75 R-77 R-79 R-61 R-28 R-26 R-24 R-22 R-20 R-06 R-05 R-04 R-03 R-02 R-01 R-08
R-09 R-10 R-11 R-12 R-13 R-14 R-15
R-07
RT-41 RT-40 RT-39 RT-38 RT-42 RT-43 RT-44 RT-45 RT-46 RT-47 RT-48 RT-49 RT-50 R T-51 RT-52 RT-53 RT-36 RT-37 RT-35 RT-34 RT-33 RT-32 RT-31 RT-30 RT-29 RT-28 RT-27 R T-26 RT-25 RT-24 RT-23 RT-22 RT-21 RT-20 RT-19 RT-18 RT-17 RT-16 RT-15 RT-14 RT-13 RT-12
RT-08
RT-05
RT-06
RT-11
RT-01
RT-02
RT-04
RT-03
RT-09
RT-10
R-17
R-18
?
R-45 R-44
R-32
RT-07
459 SF
TRASH
1081
780 SF

ELECTRICAL
ROOM
1071
349 SF
STAIR 2
1070
309 SF

INVERTER
1069
175 SF

FIRE PUMP
1068
270 SF
MPOE
1067
577 SF

MAIN ELEC
1066 711 SF
TRASH
1064
F.C.C
1062
191 SF
STAIR 1
1060
435 SF

FAN ROOM
1073
44 SF

ELEV MACH
1059
472 SF

MAIL/PARCEL
1103
89 SF

COPY/KEY
1105
1305 SF

LEASING
1058
4222 SF
RETAIL
1001
2123 SF
RETAIL
1053
964 SF
UNIT LW-01
1054
962 SF
UNIT LW-01
1055
963 SF
UNIT LW-01
1056
964 SF
UNIT LW-01
1057
126 SF
OFFICE
1102
74 SF
RESTRM
1101
220 SF
STAIR 4
1084
376 SF

CORRIDOR
1085
49 SF
VEST
1086
78 SF
STOR
1087
151 SF
STAIR 3
1079
24195 SF

VISITOR

PARKING
1063
203 SF
ELEV LOBBY 4
1082
20723 SF

RESIDENTIAL

PARKING
1090
8183 SF

RESIDENTIAL

PARKING
1096
125 SF
ELEV LOBBY 2
1074
153 SF
ELEV LOBBY 1
1061
379 SF

ENTRY VEST
1100
STAIR 5
1104
/

MATCH LINE
1 A2.28
/

MATCH LINE
1 A2.25
/

MATCH LINE
1 A2.27
/

MATCH LINE
1 A2.26
/

MATCH LINE
1A2.28
/

MATCH LINE
1A2.25
/

MATCH LINE
1 A2.26 25' - 0 3/4"

LINE OF LEVEL
ABV.
1:12
1:12
346 SF
STOR
1088

TRANSFORMER

FIRE TRUCK

STAGING AREA
A5.32
2 A5.32
7 A5.33
2 A5.34
7 A5.34
2 A5.31
2 A5.10
1 3
A4.11
9' - 9 3/4"
5%
5%
A6.41 10
A6.41
9 A6.41 8
A6.41 7
A6.41 6
A6.41 5
A6.41
1 A6.41 2
A6.41
3 A6.42
1 5' - 9 3/4"
A5.24
1 434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 244'-5 1/4"
34'-0"
16'-5"
29'-7"
28'-8"
4'-10"
15'-2"
29'-8"
15'-2"
3'-4"
12'-0"
29'-2"
26'-5 1/4"
/

MATCH LINE
1 A2.23
1 4
4 4
18' - 0"
23' - 6"
55' - 0"
23' - 6"
37' - 0"
24' - 0"
20' - 5 1/8"
7' - 0"
27' - 1"

STAIRCASE ON A

SEPARATE PERMIT

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A -X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx
X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A -X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 1
A2.01

GENERAL NOTES

XKEY NOTES
1/16" = 1'-0" 1LEVEL 1
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
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

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.

UP UP
DN
UP
DN UP
UP
UP
UP
DN
A3.02
A3.01
A3.01 2
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F
F
G
G
H H
J
J
K K
L
L
M M
N N
R-154
R-130 R-129 R-131 R-132 R-128 R-127 R-126 R-125 R-124 R-123 R-122 R-121 R-120 R-119 R -118 R-117 R-116 R-115 R-114 R-136 R-135 R-137 R-138 R-139 R-141 R-140 R-142 R-143 R-133 R-156 R-152 R-150 R-148 R-146 R-144
R-155 R-157 R-153 R-151 R-149 R-147 R-145
R-179 R-177 R-175
R-180 R-178 R-176
R-173 R-171 R-169
R-174 R-172 R-170
R-167 R-165 R-163
R-168 R-166 R-164
R-161
R-162
R-158 R-159 R-160
R-192 R-193 R-194 R-189 R-190 R-191 R-195 R-196 R-197 R-198 R-199 R-208 R-209 R-210 R-205 R-206 R-207 R-202 R-203 R-204 R-201 R-200 R-211 R-212 R-213 R-214 R-215 R-216 R-217 R-218 R-219 R-220 R-232 R-231 R-230 R-229 R-228 R-227 R-226 R-225 R-224 R-233 R-234 R-181
R-182
R-183
R-184
R-185
R-186
R-187
R-188
R-237
R-236
R-235
R-103
R-102
R-101
R-100
R-99
R-98
R-97
R-96
R-95
R-94
R-93
R-92
R-91
R-90
R-89
R-88
R-112
R-111
R-110
R-109
R-106
R-105
R-104
R-113
R-134
535 SF

POOL VAULT
2086
131 SF

SPA VAULT
2058
561 SF
STOR
2082
191 SF
STAIR 1
2060
552 SF
STOR
2057
193 SF

WATER HEATER
2066
276 SF
GAS
2068
348 SF
STOR
2064
221 SF
STOR
2067
265 SF
STOR
2069
226 SF
STOR
2071
462 SF
GAS
2072
435 SF

FAN ROOM
2073
530 SF

STORAGE
2077
427 SF
GAS
2078
282 SF

REMOTE ELEC
2076
282 SF
STAIR 3
2079
349 SF
STAIR 2
2070
139 SF
STOR
2075
11' - 0"
387 SF
STAIR 4
2080
4' - 8"
255 SF

POOL EQUIP
2085
177 SF

BOOSTER PUMP
2084 R-108
R-107
A3.02
3 A3.02
41 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 14.4
531 SF

UNIT LW-UPPER
01 1054
581 SF

UNIT LW-UPPER
02 1055
581 SF

UNIT LW-UPPER
02 1056
581 SF

UNIT LW-UPPER
02 1057
53419 SF

RESIDENTIAL

PARKING
2065
164 SF
ELEV LOBBY 1
2061
100 SF
ELEV LOBBY 4
2081
125 SF
ELEV LOBBY 2
2074
A5.24
2 A5.24
3 23' - 5 5/8"
23' - 8 7/8"
23' - 1"
/

MATCH LINE
1 A2.32
/

MATCH LINE
1 A2.29
/

MATCH LINE
1 A2.31
/

MATCH LINE
1 A2.30
/

MATCH LINE
1A2.32
/

MATCH LINE
1 A2.31
/

MATCH LINE
1A2.29
/

MATCH LINE
1 A2.30
A5.31
3 A5.32
3 A5.34
3 A5.32
8 A5.34
8 3
A4.11
A5.01
1 A5.03
1 6%
DN
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 244'-5 1/4"
34'-0"
16'-5"
29'-7"
28'-8"
4'-10"
15'-2"
29'-8"
15'-2"
3'-4"
12'-0"
29'-2"
26'-5 1/4"
4 4
4 CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A -X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx
X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A -X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 2
A2.021/16" = 1'-0" 1LEVEL 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
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

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.

DN
DN
DN
DN
DN
UP
UP
UP
DN
UP
B
AA
C
CC
B
C
CD
A
D
C
C
D
A
C

HG G G H H
B
A
A3.02
A3.01
A3.01 2
A3.02 2
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F
F
G
G
H H
J
J
K
K
L
L
M M
N N
37' - 3" 37' - 7" 25' - 5" 25' - 7" 37' - 9" 83' - 10" 25' - 5" 25' - 7" 34' - 3"
7' - 11"
33' - 9"
5' - 9"
43' - 10"
9' - 5 1/2"
44' - 3" 51' - 1" 25' - 9" 25' - 8 1/2" 25' - 3 1/2" 16' - 0" 25' - 5" 25' - 8 1/2" 37' - 7 3/4" 2' - 4 3/4"
39' - 1 3/4"
6' - 9 1/4"
16' - 1"
3' - 2"
39' - 10 3/4"
33' - 8 1/4" 7' - 0 1/2"
10' - 8 3/4" 26' - 3 3/4" 11' - 6 1/4" 25' - 8 1/2" 24' - 1" 23' - 11" 25' - 7 1/2" 2' - 11" 8' - 6"
40' - 8"
2' - 10 1/2"
33' - 0 3/4"
4' - 3 1/4"
6' - 10 1/4"
8' - 8 1/2"
33' - 8 1/2"
34' - 3" 6' - 10"
704 SF
UNIT 1B-01
3030
732 SF
UNIT 1B-01
3031
726 SF
UNIT 1B-01
3032
725 SF
UNIT 1B-01
3034
701 SF
UNIT 1B-01
3036
538 SF
UNIT ST-01
3038
721 SF
UNIT 1B-01
3040
724 SF
UNIT 1B-01
3042
1114 SF
UNIT 2B-01
3044
1117 SF
UNIT 2B-01
3046
883 SF
UNIT 1B-04
3048 680 SF
UNIT 1B-02
3050
821 SF
UNIT 1B-05
3052
1048 SF
UNIT 2B-03
3054
665 SF

CORRIDOR
3087
979 SF
UNIT 2B-02
3053
718 SF
UNIT 1B-01
3051
718 SF
UNIT 1B-01
3049
553 SF
UNIT ST-01
3029
531 SF
UNIT ST-01
3028
543 SF
UNIT ST-01
3027
949 SF

CORRIDOR
3076
532 SF
UNIT ST-02
(SIM.)
3026
526 SF
UNIT ST-02
(SIM.)
3025
754 SF
UNIT 1B-03
3024
777 SF
UNIT 1B-03
3023
1101 SF

CORRIDOR
3075
411 SF
STOR
3079
721 SF
UNIT 1B-01
3035
1144 SF
UNIT 2B-01
(SIM.)
3037
716 SF
UNIT 1B-01
3039
720 SF
UNIT 1B-01
3041
1115 SF
UNIT 2B-01
3043
541 SF
UNIT ST-01
3045
801 SF

CORRIDOR
3081
688 SF

CORRIDOR
3082
766 SF
UNIT 1B-01
(SIM.)
3047
191 SF
STAIR 4
3090
75 SF
JAN.
3058
83 SF
STOR
3084
225 SF
ELEV LOBBY 4
3083
50 SF
TRASH
3085
60 SF
ELEC
3088
61 SF
ELEC
3078
458 SF
STOR
3080
709 SF
UNIT 1B-01
3022
721 SF
UNIT 1B-01
3021
537 SF
UNIT ST-02
3020
762 SF
UNIT 1B-03
3019
392 SF
STOR
3074
742 SF

CORRIDOR
3072
136 SF
ELEV LOBBY 2
3073
168 SF
STAIR 2.1
3071
1493 SF
UNIT 3B-01
3001
535 SF
UNIT ST-01
3002
531 SF
UNIT ST-01
3003
546 SF
UNIT ST-02
3004
154 SF
ELEV LOBBY 1
3057
207 SF
STAIR 1
3056
145 SF
MEN
3060
132 SF
WOMEN
3059
677 SF

FITNESS
3005
1116 SF

CORRIDOR
3061
1020 SF

CLUBROOM
3007
774 SF
UNIT 1B-06
3006 671 SF
UNIT 1B-02
3008
677 SF
UNIT 1B-02
3009
693 SF
UNIT 1B-02
3010
698 SF
UNIT 1B-02
3011
730 SF
UNIT 1B-01
3012
730 SF
UNIT 1B-01
3013
688 SF
UNIT 1B-02
3014
727 SF
UNIT 1B-01
3015
713 SF
UNIT 1B-02
3016
993 SF

CORRIDOR
3069
730 SF
UNIT 1B-01
3017
538 SF
UNIT ST-01
3018
178 SF
STAIR 2
3070
28 SF
ELEC
3069
41 SF
STOR
3091
301 SF
STAIR 3
3077
A3.02
3 A3.02
4 A3.03
1 A3.03
3 A3.03 2
A3.03 4 A3.03 5
1 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01

14.4 14.4

HORIZONTAL EXIT
/

MATCH LINE
1 A2.36
/

MATCH LINE
1 A2.33
/

MATCH LINE
1 A2.35
/

MATCH LINE
1 A2.34
/

MATCH LINE
1A2.36
/

MATCH LINE
1 A2.35
/

MATCH LINE
1A2.33
/

MATCH LINE
1 A2.34
27 SF
SHOWER
1091
53' - 2 1/4"
A5.11
1 A5.11
2 A5.32
5 A5.31
4 A5.32
4 A5.33
4 A5.34
4 A5.34
9 A5.32
9 3
A4.11
A5.01
4 4' - 0 1/4"
24' - 10 1/2" 0' - 9" 23' - 4" 0' - 9" 23' - 0"
23' - 4 3/4" 0' - 9" 22' - 9"
23' - 0" 6' - 2" 23' - 6"
25' - 1" 24' - 9 3/4"
24' - 8"
1' - 1"
24' - 5 3/4"
A5.43
2 A6.42
7 42 SF
ELEC
3063
9' - 3 131/256" 8' - 6 1/2"
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 244'-5 1/4"
34'-0"
16'-5"
29'-7"
28'-8"
4'-10"
15'-2"
29'-8"
15'-2"
3'-4"
12'-0"
29'-2"
26'-5 1/4"

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A -X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx
X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A -X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 3
A2.031/16" = 1'-0" 1LEVEL 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
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

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.

DN
DN
UP
DN UP
DN
A3.02
A3.01
A3.01 2
1 1
17 A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F
F
G
G
H H
J J
K K
L
L
M M
N N
704 SF
UNIT 1B-01
4030
732 SF
UNIT 1B-01
4031
726 SF
UNIT 1B-01
4032
725 SF
UNIT 1B-01
4034
701 SF
UNIT 1B-01
4036
538 SF
UNIT ST-01
4038
721 SF
UNIT 1B-01
4040
724 SF
UNIT 1B-01
4042
1114 SF
UNIT 2B-01
4044
1117 SF
UNIT 2B-01
4046
883 SF
UNIT 1B-04
4048
680 SF
UNIT 1B-02
4050
821 SF
UNIT 1B-05
4052
1048 SF
UNIT 2B-03
4054
665 SF

CORRIDOR
4079
979 SF
UNIT 2B-02
4053
718 SF
UNIT 1B-01
4051
718 SF
UNIT 1B-01
4049
553 SF
UNIT ST-01
4029
531 SF
UNIT ST-01
4028
543 SF
UNIT ST-01
4027
758 SF

CORRIDOR
4069
532 SF
UNIT ST-02
(SIM.)
4026
526 SF
UNIT ST-02
(SIM.)
4025
754 SF
UNIT 1B-03
4024
777 SF
UNIT 1B-03
4023
1101 SF

CORRIDOR
4068
411 SF
STOR
4072
721 SF
UNIT 1B-01
4035
1144 SF
UNIT 2B-01
(SIM.)
4037
716 SF
UNIT 1B-01
4039
720 SF
UNIT 1B-01
4041 1115 SF
UNIT 2B-01
4043
541 SF
UNIT ST-01
4045
801 SF

CORRIDOR
4074 688 SF

CORRIDOR
4075
766 SF
UNIT 1B-01
(SIM.)
4047
191 SF
STAIR 4
4082
163 SF
STOR
4077
226 SF
ELEV LOBBY 4
4076
50 SF
TRASH
4078
60 SF
IDF
4080
61 SF
IDF
4071
458 SF
STOR
4073
709 SF
UNIT 1B-01
4022
721 SF
UNIT 1B-01
4021
537 SF
UNIT ST-02
4020
762 SF
UNIT 1B-03
4019
392 SF
STOR
4067
136 SF
ELEV LOBBY 2
4065
168 SF
STAIR 2.1
4063
1493 SF
UNIT 3B-01
4001
535 SF
UNIT ST-01
4002
531 SF
UNIT ST-01
4003
759 SF
UNIT 1B-03
4004
224 SF

CORRIDOR
4055
207 SF
STAIR 1
4056
325 SF
YOGA
4005
913 SF

CORRIDOR
4059
774 SF
UNIT 1B-06
4006
671 SF
UNIT 1B-02
4008
677 SF
UNIT 1B-02
4009
693 SF
UNIT 1B-02
4010
698 SF
UNIT 1B-02
4011
1126 SF
UNIT 2B-01
4012
1121 SF
UNIT 2B-01
4013
688 SF
UNIT 1B-02
4014
727 SF
UNIT 1B-01
4015
912 SF
UNIT 1B-04
4016
725 SF

CORRIDOR
4062
725 SF
UNIT 1B-01
4017
538 SF
UNIT ST-01
4018
28 SF
IDF
4064
301 SF
STAIR 3
4070
42 SF
IDF
4061
264 SF

MECHANICAL
4007
A3.02
3 A3.02
4 A3.03
1 A3.03
3 A3.03 2
A3.03 4 A3.03 5
1 A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 14.4
41 SF
STOR
4086

HORIZONTAL EXIT
/

MATCH LINE
1 A2.40
/

MATCH LINE
1 A2.37
/

MATCH LINE
1 A2.39
/

MATCH LINE
1 A2.38
/

MATCH LINE
1A2.40
/

MATCH LINE
1 A2.39
/

MATCH LINE
1A2.37
/

MATCH LINE
1 A2.38
A5.12
1 A5.31
5 A5.33
5 A5.34
5 3
A4.11
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 244'-5 1/4"
34'-0"
16'-5"
29'-7"
28'-8"
4'-10"
15'-2"
29'-8"
15'-2"
3'-4"
12'-0"
29'-2"
26'-5 1/4"
36' - 8 3/8" 6' - 10 1/4" 25' - 2 5/8" 25' - 11" 25' - 9" 25' - 8 1/2" 25' - 3 1/2" 16' - 0" 25' - 5" 25' - 7" 3 7' - 9" 37' - 7" 30' - 1" 24' - 1" 35' - 1" 27' - 4 1/4" 8 9
6 1
2 CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A -X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx
X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A -X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 4
A2.041/16" = 1'-0" 1LEVEL 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
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

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.

DN
DN
A3.02
A3.01
A3.01 2
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F
F
G
G
H H
J J
K K
L
L
M M
N N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 A3.03 2
A3.03 4 A3.03 5
1 A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 14.4
1493 SF
UNIT 3B-01
5001
535 SF
UNIT ST-01
5002
531 SF
UNIT ST-01
5003
759 SF
UNIT 1B-03
5004
973 SF
UNIT 2B-02
5005
774 SF
UNIT 1B-06
5006
972 SF
UNIT 2B-02
5007
671 SF
UNIT 1B-02
5008
677 SF
UNIT 1B-02
5009
693 SF
UNIT 1B-02
5010
698 SF
UNIT 1B-02
5011
1126 SF
UNIT 2B-01
5012
1121 SF
UNIT 2B-01
5013
688 SF
UNIT 1B-02
5014
727 SF
UNIT 1B-01
5015
912 SF
UNIT 1B-04
5016 725 SF
UNIT 1B-01
5017
538 SF
UNIT ST-01
5018
762 SF
UNIT 1B-03
5019
537 SF
UNIT ST-02
5020
721 SF
UNIT 1B-01
5021
709 SF
UNIT 1B-01
5022
777 SF
UNIT 1B-03
5023
754 SF
UNIT 1B-03
5024
526 SF
UNIT ST-02
(SIM.)
5025
532 SF
UNIT ST-02
(SIM.)
5026
543 SF
UNIT ST-01
5027
531 SF
UNIT ST-01
5028
553 SF
UNIT ST-01
5029
704 SF
UNIT 1B-01
5030
732 SF
UNIT 1B-01
5031
726 SF
UNIT 1B-01
5032
411 SF
STOR
5033
725 SF
UNIT 1B-01
5034
721 SF
UNIT 1B-01
5035
701 SF
UNIT 1B-01
5036
1144 SF
UNIT 2B-01
5037
538 SF
UNIT ST-01
5038
716 SF
UNIT 1B-01
5039
721 SF
UNIT 1B-01
5040
720 SF
UNIT 1B-01
5041
724 SF
UNIT 1B-01
5042
1115 SF
UNIT 2B-01
(SIM.)
5043
1114 SF
UNIT 2B-01
5044
541 SF
UNIT ST-01
5045
1117 SF
UNIT 2B-01
5046
766 SF
UNIT 1B-01
(SIM.)
5047
883 SF
UNIT 1B-04
5048
718 SF
UNIT 1B-01
5049
680 SF
UNIT 1B-02
5050
718 SF
UNIT 1B-01
5051
821 SF
UNIT 1B-05
5052
979 SF
UNIT 2B-02
5053
1048 SF
UNIT 2B-03
5054
224 SF

CORRIDOR
5055
207 SF
STAIR 1
5056
155 SF
ELEV LOBBY 1
5057
901 SF

CORRIDOR
5059
42 SF
STOR
5060
33 SF
STOR
5061
726 SF

CORRIDOR
5062
168 SF
STAIR 2.1
5063
28 SF
ELEC
5064
136 SF
ELEV LOBBY 2
5065
35 SF
STOR
5082
1101 SF

CORRIDOR
5066
392 SF
STOR
5067
61 SF
ELEC
5070
757 SF

CORRIDOR
5068
458 SF
STOR
5058
801 SF

CORRIDOR
5072 688 SF

CORRIDOR
5073
226 SF
ELEV LOBBY 4
5074
163 SF
STOR
5075
50 SF
TRASH
5076
665 SF

CORRIDOR
5077
60 SF
STOR
5078
191 SF
STAIR 4
5080
42 SF
STOR
5083
43 SF
STOR
5084
301 SF
STAIR 3
5069
41 SF
STOR
5081

HORIZONTAL EXIT
/

MATCH LINE
1 A2.44
/

MATCH LINE
1 A2.41
/

MATCH LINE
1 A2.43
/

MATCH LINE
1 A2.42
/

MATCH LINE
1A2.44
/

MATCH LINE
1 A2.43
/

MATCH LINE
1A2.41
/

MATCH LINE
1 A2.42
---
-
3 A4.11
7' - 7 5/8"
A5.02 1
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 244'-5 1/4"
34'-0"
16'-5"
29'-7"
28'-8"
4'-10"
15'-2"
29'-8"
15'-2"
3'-4"
12'-0"
29'-2"
26'-5 1/4"

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A -X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx
X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A -X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 5
A2.051/16" = 1'-0" 1LEVEL 5

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
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

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.

A3.02
A3.01
A3.01 2
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E E
F F
G
G
H H
J J
K K
L
L
M M
N N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 A3.03 2
A3.03 4 A3.03 5
1 A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10
1048 SF
UNIT 2B-03
6054
821 SF
UNIT 1B-05
6052
191 SF
STAIR 4
6082
665 SF

CORRIDOR
6079
680 SF
UNIT 1B-02
6050
883 SF
UNIT 1B-04
6048
1117 SF
UNIT 2B-01
6046
1114 SF
UNIT 2B-01
6044
724 SF
UNIT 1B-01
6042
721 SF
UNIT 1B-01
6040
538 SF
UNIT ST-01
6038
701 SF
UNIT 1B-01
6036
725 SF
UNIT 1B-01
6034
726 SF
UNIT 1B-01
6032
732 SF
UNIT 1B-01
6031
704 SF
UNIT 1B-01
6030
754 SF
UNIT 1B-03
6024
777 SF
UNIT 1B-03
6023
1101 SF

CORRIDOR
6066
61 SF
IDF
6070 411 SF
STOR
6033
458 SF
STOR
6072
801 SF

CORRIDOR
6173
721 SF
UNIT 1B-01
6035
1144 SF
UNIT 2B-01
(SIM.)
6037
42 SF
STOR
6085
43 SF
STOR
6086
716 SF
UNIT 1B-01
6039
720 SF
UNIT 1B-01
6041
1115 SF
UNIT 2B-01
6043 541 SF
UNIT ST-01
6045
163 SF
STOR
6076
50 SF
TRASH
6077
766 SF
UNIT 1B-01
(SIM.)
6047 718 SF
UNIT 1B-01
6049
718 SF
UNIT 1B-01
6051
979 SF
UNIT 2B-02
6053
60 SF
STOR
6080
553 SF
UNIT ST-01
6029
531 SF
UNIT ST-01
6028
543 SF
UNIT ST-01
6027
532 SF
UNIT ST-02
(SIM.)
6026
526 SF
UNIT ST-02
(SIM.)
6025
757 SF

CORRIDOR
6068
301 SF
STAIR 3
6069
688 SF

CORRIDOR
6074
223 SF
ELEV LOBBY 4
6075
1493 SF
UNIT 3B-01
6001
535 SF
UNIT ST-01
6002
531 SF
UNIT ST-01
6003
759 SF
UNIT 1B-03
6004
973 SF
UNIT 2B-02
6005
774 SF
UNIT 1B-06
6006
972 SF
UNIT 2B-02
6007
671 SF
UNIT 1B-02
6008
677 SF
UNIT 1B-02
6009
693 SF
UNIT 1B-02
6010
698 SF
UNIT 1B-02
6011
1126 SF
UNIT 2B-01
6012
1121 SF
UNIT 2B-01
6013
688 SF
UNIT 1B-02
6014
727 SF
UNIT 1B-01
6015
912 SF
UNIT 1B-04
6016
725 SF
UNIT 1B-01
6017
538 SF
UNIT ST-01
6018
762 SF
UNIT 1B-03
6019
537 SF
UNIT ST-02
6020
721 SF
UNIT 1B-01
6021
709 SF
UNIT 1B-01
6022
226 SF

CORRIDOR
6055
207 SF
STAIR 1
6056
153 SF
ELEV LOBBY 1
6057
680 SF

CORRIDOR
6078
903 SF

CORRIDOR
6059
42 SF
IDF
6060
33 SF
TRASH
6061
726 SF

CORRIDOR
6062
168 SF
STAIR 2.1
6063
28 SF
IDF
6064
136 SF
ELEV LOBBY 2
6065
41 SF
STOR
6083
35 SF
STOR
6084
392 SF
STOR
6067

14.4 14.4
411 SF
STOR
6033

HORIZONTAL EXIT
/

MATCH LINE
1 A2.48
/

MATCH LINE
1 A2.45
/

MATCH LINE
1 A2.47
/

MATCH LINE
1 A2.46
/

MATCH LINE
1A2.48
/

MATCH LINE
1 A2.47
/

MATCH LINE
1A2.45
/

MATCH LINE
1 A2.46
---
-
3 A4.11
A5.02
4 A5.02 1
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 244'-5 1/4"
34'-0"
16'-5"
29'-7"
28'-8"
4'-10"
15'-2"
29'-8"
15'-2"
3'-4"
12'-0"
29'-2"
26'-5 1/4"

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A -X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx
X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A -X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 6
A2.061/16" = 1'-0" 1LEVEL 6

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
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

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.

UP
UP
UP
GG GGG
F F
D
E EEEE
D
D
D
DD
DD
DD
I
I I
I
E
G G
D
E
G G
I
G EE

I IH H H H
H
H
L
H
G
G
G
A3.02
A3.01
A3.01 2
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E E
F F
G G
H H
J J
K K
L
L
M M
N N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 A3.03 2
A3.03 4 A3.03 5
1 A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10
1048 SF
UNIT 2B-03
7052
821 SF
UNIT 1B-05
7050
191 SF
STAIR 4
7055
680 SF
UNIT 1B-02
7048
883 SF
UNIT 1B-04
7046
1117 SF
UNIT 2B-01
7044
1114 SF
UNIT 2B-01
7042 800 SF
UNIT 1L-01
LOWER
7040
796 SF
UNIT 1L-01
LOWER
7038
538 SF
UNIT ST-01
7036
771 SF
UNIT 1L-01
LOWER
7034
796 SF
UNIT 1L-01
LOWER
7032
796 SF
UNIT 1L-01
LOWER
7030
803 SF
UNIT 1L-01
LOWER
7029
771 SF
UNIT 1L-01
LOWER
7028
42 SF
STOR
7082
43 SF
STOR
7083

ROOF LOUNGE
7051
662 SF

CORRIDOR
7077
60 SF
STOR
7078
729 SF
UNIT 1B-01
7049
718 SF
UNIT 1B-01
7047
766 SF
UNIT 1B-01
(SIM.)
7045
77 SF
MEN
7056
50 SF
TRASH
7074
541 SF
UNIT ST-01
7043
1115 SF
UNIT 2B-01
7041
720 SF
UNIT 1B-01
7039
716 SF
UNIT 1B-01
7037
1140 SF
UNIT 2B-01
(SIM.)
7035
793 SF
UNIT 1L-01
7033
411 SF
STOR.
7068
61 SF
STOR.
7070
458 SF
STOR
7067
777 SF
UNIT 1B-03
7021
754 SF
UNIT 1B-03
7022
757 SF

CORRIDOR
7066
1100 SF

CORRIDOR
7064
801 SF

CORRIDOR
7071
688 SF

CORRIDOR
7072
81 SF
WOMEN
7053
301 SF
STAIR 3
7069
553 SF
UNIT ST-01
7027
531 SF
UNIT ST-01
7026
543 SF
UNIT ST-01
7025
526 SF
UNIT ST-02
(SIM.)
7023
532 SF
UNIT ST-02
(SIM.)
7024
223 SF
ELEV LOBBY 4
7073 780 SF
UNIT 1L-01
7020
791 SF
UNIT 1L-01
7019
537 SF
UNIT ST-02
7018
762 SF
UNIT 1B-03
7017
392 SF
STOR.
7065
136 SF
ELEV LOBBY 2
7063
168 SF
STAIR 2.1
7061
41 SF
STOR
7080
28 SF
STOR
7062
538 SF
UNIT ST-01
7016 725 SF
UNIT 1B-01
7015
912 SF
UNIT 1B-04
7014
688 SF
UNIT 1B-01
7012
1126 SF
UNIT 2B-01
7010 693 SF
UNIT 1B-02
7008
671 SF
UNIT 1B-02
7006
774 SF
UNIT 1B-06
7004
899 SF

CORRIDOR
7057
205 SF
STAIR 1
7054

ROOF LOUNGE
7001
966 SF
UNIT 2B-02
7003
972 SF
UNIT 2B-02
7005
677 SF
UNIT 1B-02
7007
698 SF
UNIT 1B-02
7009
1121 SF
UNIT 2B-01
7011 797 SF
UNIT 1L-01
7013
564 SF

CORRIDOR
7076
35 SF
STOR
7081
42 SF
STOR
7058
33 SF
TRASH
7059

14.4 14.4

HORIZONTAL EXIT
/

MATCH LINE
1 A2.52
/

MATCH LINE
1 A2.49
/

MATCH LINE
1 A2.51
/

MATCH LINE
1 A2.50
/

MATCH LINE
1A2.52
/

MATCH LINE
1 A2.51
/

MATCH LINE
1A2.49
/

MATCH LINE
1 A2.50
A5.13
1 A5.13
2 3
A4.11
34' - 8 1/2"
6' - 8 1/2"
1:12
1:12
70 SF

MAINTANANCE
7090
A5.02
6 A5.02 1
1:12
726 SF

CORRIDOR
7092
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 244'-5 1/4"
34'-0"
16'-5"
29'-7"
28'-8"
4'-10"
15'-2"
29'-8"
15'-2"
3'-4"
12'-0"
29'-2"
26'-5 1/4"
3 CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A -X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx
X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A -X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 7
A2.071/16" = 1'-0" 1LEVEL 7

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
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

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.

A3.02
A3.01
A3.01 2
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E E
F F
G G
H H
J
J
K
K
L
L
M M
N N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 A3.03 2
A3.03 4 A3.03 5
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
1 A4.11
1 A4.10
A5.25
2 238 SF
UNIT 1L-01
UPPER
7028L
241 SF
UNIT 1L-01
UPPER
7029L
243 SF
UNIT 1L-01
UPPER
7030L 245 SF
UNIT 1L-01
UPPER
7032L
241 SF
UNIT 1L-01
UPPER
7034L
239 SF
UNIT 1L-01
UPPER
7038L
240 SF
UNIT 1L-01
UPPER
7040L
199 SF

WATER HEATER
8063
226 SF
UNIT 1L-01
7033L
202 SF

WATER HEATER
8062
213 SF

WATER HEATER
8061
232 SF
UNIT 1L-01
UPPER
7013L
242 SF
UNIT 1L-01
UPPER
7019L
237 SF
UNIT 1L-01
UPPER
7020L

14.4 14.4
/

MATCH LINE
1 A2.56
/

MATCH LINE
1 A2.53
/

MATCH LINE
1 A2.55
/

MATCH LINE
1 A2.54
/

MATCH LINE
1A2.56
/

MATCH LINE
1 A2.55
/

MATCH LINE
1A2.53
/

MATCH LINE
1 A2.54
3 A4.11
A5.02
7 A5.02 1
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 244'-5 1/4"
34'-0"
16'-5"
29'-7"
28'-8"
4'-10"
15'-2"
29'-8"
15'-2"
3'-4"
12'-0"
29'-2"
26'-5 1/4"

DENOTES ROOF AND OVERFLOW
DRAIN. REFER TO DETAIL 1/A.76.7
CONDENSERS PER MECHANICAL.

REFER TO 17/A -76.7 FOR CONDENSER

PAD FRAMING DETAIL
2' x 2' ACCESS PADS
4' NO PENETRATION ZONE AT FIRE
WALLS

DOWNSPOUT CONNECT TO CIVIL
STORM SYSTEM. SEE PLUMBING AND
CIVIL DRAWINGS.

ROOF TIEBACK ANCHOR
(REFER TO STRUCTURAL &

MANUFACTURE FACADE ACCESS)
DS

FIREWALL

SOLAR PANEL AREA CALCULATIONS

FUTURE SOLAR PANEL

LOCATIONS --- SF
$

FUTURE CONTROL SWITCH

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

MAZZ/ LOWER
ROOF
A2.081/16" = 1'-0" 1MAZZ/LOWER ROOF

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

ROOF LEGEND

1. SEE BUILDING ENVELOPE DRAWINGS FOR
WATERPROOFING/FLASHING DETAILS.

2. SEE PLUMBING AND CIVIL PLANS FOR ROOF DRAIN
TERMINATION.

3. SEE DETAILS ON A7.11 FOR ROOF ASSEMBLIES.

4. VERIFY MANUFACTURER REQUIRED CLEARANCES FOR
CONDENSERS PRIOR TO LOCATING PLATFORMS.

5. A COPY OF THE CONSTRUCTION DOCUMENTS OR A

COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM
ENERGY CODE SECTIONS 110.10(b) THROUGH 110.10(c) SHALL BE PROVIDED TO THE OCCUPANT.

6. AT LOCATIONS WITH EQUIPMENT OVER UNITS USE EXTRA LAYER

WITH R/C CHANNEL PER ACOUSTICAL REPORT

7. ROOF SHALL CONTAIN > R-38 INSULATION.

8. AT SLOPES < 2:12: FULLY -ADHERED 60 MIL SINGLE PLY
POLYVINYL -CHLORIDE (PVC) ROOFING, JOHN MANSVILLE. CERTIFIED CRRC. MINIMUM 20 YEAR MANUFACTURER WARRANTY; SRI VALUE OF 79 OR GREATER AND A SOLAR REFLECTANCE OF AT LEAST 0.63 AND A THERMAL EMITTANCE OF AT LEAST 0.75. AGED SOLAR RELFECTANCE >

0.7 AND THERMAL EMITTANCE > 0.82. SEE ROOF PLAN AND
WATERPROOFING DRAWINGS.

SYMBOL DESCRIPTION Detail
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

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.

14.4 14.4
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 244'-5 1/4"
34'-0"
16'-5"
29'-7"
28'-8"
4'-10"
15'-2"
29'-8"
15'-2"
3'-4"
12'-0"
29'-2"
26'-5 1/4"

DENOTES ROOF AND OVERFLOW
DRAIN. REFER TO DETAIL 1/A.76.7
CONDENSERS PER MECHANICAL.

REFER TO 17/A -76.7 FOR CONDENSER

PAD FRAMING DETAIL
2' x 2' ACCESS PADS
4' NO PENETRATION ZONE AT FIRE
WALLS

DOWNSPOUT CONNECT TO CIVIL
STORM SYSTEM. SEE PLUMBING AND
CIVIL DRAWINGS.

ROOF TIEBACK ANCHOR
(REFER TO STRUCTURAL &

MANUFACTURE FACADE ACCESS)
DS

FIREWALL

SOLAR PANEL AREA CALCULATIONS

FUTURE SOLAR PANEL

LOCATIONS --- SF
$

FUTURE CONTROL SWITCH

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

UPPER ROOF
A2.091/16" = 1'-0" 1UPPER ROOF

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

ROOF LEGEND

1. SEE BUILDING ENVELOPE DRAWINGS FOR
WATERPROOFING/FLASHING DETAILS.

2. SEE PLUMBING AND CIVIL PLANS FOR ROOF DRAIN
TERMINATION.

3. SEE DETAILS ON A7.11 FOR ROOF ASSEMBLIES.

4. VERIFY MANUFACTURER REQUIRED CLEARANCES FOR
CONDENSERS PRIOR TO LOCATING PLATFORMS.

5. A COPY OF THE CONSTRUCTION DOCUMENTS OR A

COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM
ENERGY CODE SECTIONS 110.10(b) THROUGH 110.10(c) SHALL BE PROVIDED TO THE OCCUPANT.

6. AT LOCATIONS WITH EQUIPMENT OVER UNITS USE EXTRA LAYER

WITH R/C CHANNEL PER ACOUSTICAL REPORT

7. ROOF SHALL CONTAIN > R-38 INSULATION.

0.7 AND THERMAL EMITTANCE > 0.82. SEE ROOF PLAN AND
WATERPROOFING DRAWINGS.

SYMBOL DESCRIPTION Detail
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

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.
17 A
16 15 14 13 12 11 10 987654321
B
C
D
E
F
G
H
JK
L
M
N
1 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 3
A4.11

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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 LEVEL 1 SLAB
PLAN
A2.101/16" = 1'-0" 1LEVEL 1 - SLAB PLAN

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

LINE UP LEVEL 3

LANDSCAPE FILE
WITH

ARCHITECTURE

CAD FILE - USING
THE
NONPRINT_BUILDING

FOOTIPRINT LAYER

CLUB ROOM
B
AA
C
CC
B
C
CD
A
D
C
C
D
A
C

HG G G H H
B
A
17 A
16 15 14 13 12 11 10 987654321
B
C
D
E
F
G
H
JK
L
M
N
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 3
A4.11

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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 LEVEL 3 SLAB
PLAN
A2.111/16" = 1'-0" 1LEVEL 3 - SLAB PLAN

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.01
1 17
A
16 15 14 13 12 11 10 98
B
C
D
E
F
G
3 A4.01
2 A4.11

14.4 G-002
G-004
STAIR 4
B019
G-004
STOR
B023

RESIDENTIAL

PARKING
B001

ELEV MACH
B013
ELEV LOBBY 4
B014
18' - 0"
1' - 0"
36' - 0"
23' - 6"
18' - 0"
24' - 6"
/

MATCH LINE
1 A2.24
/

MATCH LINE
1 A2.22

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

LEVEL B

SEGMENT
PLAN 1
A2.211/8" = 1'-0" 1LEVEL B SEGMENT 1

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
17 16 15 14 13 12 11 10 98
H
J
K
L
M
N
3 A4.01
3 A4.10

14.4 1
A5.40
29' - 2" 65' - 8" 13' - 0"
38' - 8 3/4"
22' - 0"
3' - 6"
3' - 8 3/4"

TENANT STOR
B004
STAIR 1
B002
G-004

RESIDENTIAL

PARKING
B001
ELEV LOBBY 1
B003
G-004
STOR
B024
/

MATCH LINE
1 A2.23
/

MATCH LINE
1A2.21

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

LEVEL B

SEGMENT
PLAN 2
A2.221/8" = 1'-0" 1LEVEL B SEGMENT 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

UP
A3.02
1 87654321
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01
4 A5.40
9' - 11 1/4"
18' - 0"
23' - 6"
18' - 0"
1' - 0"
18' - 0"
5' - 8" 13' - 2" 15' - 1"

STAIRCASE ON A

SEPARATE PERMIT
G-004
G-004
G-004
G-004 G-004
G-006

FAN ROOM
B008

TENANT STOR
B007
STAIR 2
B006

TENANT STOR
B005

TENANT STOR
B009
G-004
ELEV-2

MACH RM
B010
ELEV LOBBY 2
B011
/

MATCH LINE
1 A2.22
/

MATCH LINE
1A2.24

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

LEVEL B

SEGMENT
PLAN 3
A2.231/8" = 1'-0" 1LEVEL B SEGMENT 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
87654321
B
C
D
E
F
G
A3.02
3 2
A4.01
1 A4.11
G-001
G-001
G-009
G-001
G-003
G-001
G-005
G-004
G-002
STOR
B018
STOR
B017 MAINTENANCE
SHOP
B016

RESTROOM
B019
TENANT

STORAGE
B015

CART STORAGE
B020

MAINTENANCE

STORAGE
B021
STAIR-3
B022
STOR
B012
18' - 2"
23' - 6"
18' - 2 1/2"
27' - 1"
6%
UP
/

MATCH LINE
1 A2.21
/

MATCH LINE
1 A2.23

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

LEVEL B

SEGMENT
PLAN 4
A2.241/8" = 1'-0" 1LEVEL B SEGMENT 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
12" 12" 12"
9"
12"
12"
12"
6"
6"
T
T
T
T
T
DN
UP
A3.01
1 17
A
16 15 14 13 12 11 10 98
B
C
D
E
F
G
3 A4.01
2 A4.11
1 A4.10

14.4 230 SF

LANDSCAPE
STOR
1083
146 SF
BIKE
1080
R-72 R-74 R-76 R-78 R-80 R-82 R-84 R-86
R-52 R-53 R-54 R-55 R-56 R-57 R-58 R-59
R-81 R-83 R-85 R-87 R-73 R-75 R-77 R-79
RT-45 RT-46 RT-47 RT-48 RT-49 RT-50 RT-51 RT-52 RT-53
RT-05
RT-06
RT-01
RT-02
RT-04
RT-03
?
RT-07
459 SF
TRASH
1081
1305 SF

LEASING
1058
2123 SF
RETAIL
1053
964 SF
UNIT LW-01
1054
962 SF
UNIT LW-01
1055
963 SF
UNIT LW-01
1056
964 SF
UNIT LW-01
1057
126 SF
OFFICE
1102
74 SF
RESTRM
1101
220 SF
STAIR 4
1084
376 SF

CORRIDOR
1085
49 SF
VEST
1086
78 SF
STOR
1087
24195 SF

VISITOR

PARKING
1063
203 SF
ELEV LOBBY 4
1082
3 A4.11
A6.41 10
A6.41
9 A6.41 8
A6.41 7
A6.41 6
A6.41 5
A6.41 4
A6.42 2
A6.42
4 A6.42
1 G-007
G-004
G-004
G-001
G-001
G-004
S-1
S-1
S-1 S-1
S-1
G-004
G-004
G-010
D-005
D-005
D-005
D-005
D-005
D-005
D-005
S-1
S-1
S-1
346 SF
STOR
1088
D-005

LINE OF LEVEL
ABV.
/

MATCH LINE
1 A2.28
/

MATCH LINE
1 A2.26

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 1
SEGMENT 1
A2.251/8" = 1'-0" 1LEVEL 1 SEGMENT 1

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
12"
9"
9"
9"
12"
(140)
6"
6"
T
T
T
T
T
T
17 16 15 14 13 12 11 10 98
H
J
K
L
M
N
1 A4.01
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A6.41
1 A6.41 2
A6.41
3 G-004
G-007
G-004
G-004
G-006
G-005
G-006
S-1
S-1S-1
S-1
S-1
270 SF
MPOE
1067
577 SF

MAIN ELEC
1066 711 SF
TRASH
1064
89 SF
F.C.C
1062
191 SF
STAIR 1
1060
44 SF

ELEV MACH
1059
472 SF

MAIL/PARCEL
1103
89 SF

COPY/KEY
1105
1305 SF

LEASING
1058
4222 SF
RETAIL
1001 G-010
24195 SF

VISITOR

PARKING
1063
8183 SF

RESIDENTIAL

PARKING
1096
153 SF
ELEV LOBBY 1
1061
379 SF

ENTRY VEST
1100
499 SF
STAIR 5
1104
S-1
G-002
G-002
1:12
1:12
UP
UP
/

MATCH LINE
1 A2.27
5%
DN
5%
DN
TRENCH
DRAIN

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 1
SEGMENT 2
A2.261/8" = 1'-0" 1LEVEL 1 SEGMENT 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
9"
12"
12" 12"
(114) (120)
(125)
(130)
(135)
DN
A3.02
1 87654321
H
J
K
L
M
N
A3.02
3 A3.02
4 1
A4.01
2 A4.01
4 A5.40
G-004
G-004
G-004
G-008
G-004
G-001
780 SF

ELECTRICAL
ROOM
1071
349 SF
STAIR 2
1070
309 SF

INVERTER
1069
175 SF

FIRE PUMP
1068 270 SF
MPOE
1067
435 SF

FAN ROOM
1073
G-010
24195 SF

VISITOR

PARKING
1063
8183 SF

RESIDENTIAL

PARKING
1096
125 SF
ELEV LOBBY 2
1074
G-004

STAIRCASE ON A

SEPARATE PERMIT
/

MATCH LINE
1 A2.26
/

MATCH LINE
1A2.28

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 1
SEGMENT 3
A2.271/8" = 1'-0" 1LEVEL 1 SEGMENT 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
87654321
B
C
D
E
F
G
A3.02
3 2
A4.01
1 A4.11
G-001 G-001
G-001
G-007
G-003
168 SF

JANITOR STOR
1077
G-004
132 SF
STOR
1078
208 SF
STOR
1075
488 SF
STOR
1076
G-004
151 SF
STAIR 3
1079
20723 SF

RESIDENTIAL

PARKING
1090
/

MATCH LINE
1 A2.25
/

MATCH LINE
1 A2.23

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 1
SEGMENT 4
A2.281/8" = 1'-0" 1LEVEL 1 SEGMENT 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.01
1 17
A
16 15 14 13 12 11 10 98
B
C
D
E
F
G
3 A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
A6.41 10
A6.41
9 A6.41 8
A6.41 7
A6.41 6
A6.41 5
A6.41 4
A6.42
1 G-004
G-004
561 SF
STOR
2082
387 SF
STAIR 4
2080
531 SF

UNIT LW-UPPER
01 1054
581 SF

UNIT LW-UPPER
02 1055
581 SF

UNIT LW-UPPER
02 1056
581 SF

UNIT LW-UPPER
02 1057
100 SF
ELEV LOBBY 4
2081
/

MATCH LINE
1 A2.32
/

MATCH LINE
1 A2.30

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 2
SEGMENT 1
A2.291/8" = 1'-0" 1LEVEL 2 SEGMENT 1

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
17 16 15 14 13 12 11 10 98
H
J
K
L
M
N
A3.03
3 1
A4.01
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A6.41
1 A6.41 2
A6.41
3 A6.41 4
G-004 G-004
G-004
G-004 G-004
G-004
535 SF

POOL VAULT
2086
131 SF

SPA VAULT
2058
561 SF
STOR
2082
191 SF
STAIR 1
2060
552 SF
STOR
2057
193 SF

WATER HEATER
2066
276 SF
GAS
2068
348 SF
STOR
2064
221 SF
STOR
2067
G-003
G-004
255 SF

POOL EQUIP
2085
177 SF

BOOSTER PUMP
2084
53419 SF

RESIDENTIAL

PARKING
2065
164 SF
ELEV LOBBY 1
2061
/

MATCH LINE
1 A2.31
/

MATCH LINE
1A2.29

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 2
SEGMENT 2
A2.301/8" = 1'-0" 1LEVEL 2 SEGMENT 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.02
1 87654321
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01
4 A5.40
G-004
G-004
G-004
G-004
348 SF
STOR
2064 265 SF
STOR
2069
226 SF
STOR
2071
462 SF
GAS
2072
435 SF

FAN ROOM
2073
G-004
G-004
349 SF
STAIR 2
2070
125 SF
ELEV LOBBY 2
2074
69 SF

ELEVATOR
1092
/

MATCH LINE
1 A2.30
/

MATCH LINE
1A2.32

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 2
SEGMENT 3
A2.311/8" = 1'-0" 1LEVEL 2 SEGMENT 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
87654321
B
C
D
E
F
G
A3.02
3 2
A4.01
1 A4.11
G-001 G-001
G-001
G-007
G-003
168 SF

JANITOR STOR
1077
G-004
132 SF
STOR
1078
208 SF
STOR
1075
488 SF
STOR
1076
G-004
151 SF
STAIR 3
1079
24195 SF

VISITOR

PARKING
1063
20723 SF

RESIDENTIAL

PARKING
1090
/

MATCH LINE
1 A2.29
/

MATCH LINE
1 A2.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 2
SEGMENT 4
A2.321/8" = 1'-0" 1LEVEL 2 SEGMENT 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A
A
CC
DD

HG G G H H
B
A3.01
1 17
A
16 15 14 13 12 11 10 98
B
C
D
E
F
G
3 A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
721 SF
UNIT 1B-01
3040
801 SF

CORRIDOR
3081

5.6 5.6

5.6 5.2 5.2 5.6

5.6 5.6

5.6 5.2

5.6 5.2 5.2
U-10 U-10 U-10 U-10
U-10

5.4 5.4

5.6 U-7

5.6 6

1.2 5.2

1.2 1.2 1.1

5.2 1.2 6.3 1.2

5.2 5.2

1.2 1.2

5.2 U-7
U-1 U-1
U-1
U-1
U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1D-005
D-001 D-005
D-004
D-001
D-004 D-005
D-008
724 SF
UNIT 1B-01
3042
1114 SF
UNIT 2B-01
3044
1117 SF
UNIT 2B-01
3046
883 SF
UNIT 1B-04
3048
680 SF
UNIT 1B-02
3050
D-008
821 SF
UNIT 1B-05
3052
1048 SF
UNIT 2B-03
3054
665 SF

CORRIDOR
3087
979 SF
UNIT 2B-02
3053
718 SF
UNIT 1B-01
3051
718 SF
UNIT 1B-01
3049 716 SF
UNIT 1B-01
3039
720 SF
UNIT 1B-01
3041
1115 SF
UNIT 2B-01
3043
541 SF
UNIT ST-01
3045
688 SF

CORRIDOR
3082
766 SF
UNIT 1B-01
(SIM.)
3047
191 SF
STAIR 4
3090
75 SF
JAN.
3058
83 SF
STOR
3084
225 SF
ELEV LOBBY 4
3083
50 SF
TRASH
3085
60 SF
ELEC
3088
42 SF
STOR
3093
43 SF
STOR
3094
6 6
U-10
U-10 U-10
U-10 U-10 U-10
U-1

5.3 5.3

5.9 5.5

5.7 3.1
U-10
D-012
7' - 1 1/2"
4' - 9 1/4" 4' - 10 3/4"
5' - 0 1/2"
7' - 9 1/4"
4' - 9"
7' - 0 1/4"
13' - 3 1/2"
15' - 3 1/4"
4' - 9 3/4"
4' - 8 1/2"
5' - 0"
4' - 9"
6' - 9 1/4"
6' - 9 1/4"
5' - 10"
7' - 4 3/4"
5' - 10"
7' - 3"
4' - 9"
4' - 9"
4' - 9"
7' - 3" 4' - 8 1/2"
10' - 11 1/2"
8' - 2 3/4"
4' - 9"
6' - 0 1/4"
4' - 9"
6' - 0" 8' - 0"
6' - 0"
6' - 0"
5' - 8 1/2" 7' - 0"
/

MATCH LINE
1 A2.36
/

MATCH LINE
1 A2.34

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 3
SEGMENT 1
A2.331/8" = 1'-0" 1LEVEL 3 SEGMENT 1

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

LINE UP LEVEL 3

LANDSCAPE FILE
WITH

ARCHITECTURE

CAD FILE - USING
THE
NONPRINT_BUILDING

FOOTIPRINT LAYER

CLUB ROOM
A
CC
C
D
AC
C
A
C
A
17 16 15 14 13 12 11 10 98
H
J
K
L
M
N
A3.03
3 A3.03 4
A3.03 5
1 A4.01
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A6.42
3 --
A6.42
6 A6.42 5
A6.42
7 5.6

5.7 5.7

5.6 5.1 3.2

1.1 1

1.2 U-7

5.6 6.3 6
U-10 U-10
U-10

6.8 5.2 5.2 5.6 5.6

6.2 6.2

1.2 5.6 5.6
S-1S-1
S-1
S-1
U-10 U-10

6.5 U-1
U-1U-1U-1
U-1
U-1
U-1
U-1
D-005
D-004
D-009
1493 SF
UNIT 3B-01
3001 535 SF
UNIT ST-01
3002
531 SF
UNIT ST-01
3003 546 SF
UNIT ST-02
3004
154 SF
ELEV LOBBY 1
3057
207 SF
STAIR 1
3056
145 SF
MEN
3060
132 SF
WOMEN
3059
677 SF

FITNESS
3005
1116 SF

CORRIDOR
3061
1020 SF

CLUBROOM
3007
774 SF
UNIT 1B-06
3006
671 SF
UNIT 1B-02
3008
677 SF
UNIT 1B-02
3009
693 SF
UNIT 1B-02
3010
698 SF
UNIT 1B-02
3011
437 SF

CORRIDOR
3055
42 SF
ELEC
3063
33 SF
TRASH
3068
D-008

3.3 D-001
D-001
U-10 U-10
U-10
27 SF
SHOWER
1091
G-001 G-001
S-1
6' - 8"
6' - 9 1/2"
6' - 10 1/2"
8' - 0 1/2"
5' - 3 1/2"
5' - 5"
6' - 10 3/4"
5' - 1 3/4"
10' - 4"
4' - 10"
4' - 8 1/2"
7' - 4 3/4"
14' - 9 1/4" 4' - 8 1/2"
6' - 5"
12' - 0"
/

MATCH LINE
1 A2.35
/

MATCH LINE
1A2.33

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 3
SEGMENT 2
A2.341/8" = 1'-0" 1LEVEL 3 SEGMENT 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

C
B
C
A3.02
1 87654321
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01
4 A5.40

5.2 3

1.2 5.7

5.2 5.2

5.7 1.2

5.7 5.6
U-10
U-10
U-10 U-10
U-10

4.1 3

4.1 4.1
4 6.10
4 3

1.2 5.2

1.2 1.2

5.7 1.2

6.9 6.1 6.1
U-1
U-1U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-005
D-011
D-005
D-004
D-006
D-010

5.2 709 SF
UNIT 1B-01
3022
721 SF
UNIT 1B-01
3021
537 SF
UNIT ST-02
3020
762 SF
UNIT 1B-03
3019
392 SF
STOR
3074
742 SF

CORRIDOR
3072 136 SF
ELEV LOBBY 2
3073
168 SF
STAIR 2.1
3071
693 SF
UNIT 1B-02
3010
698 SF
UNIT 1B-02
3011
730 SF
UNIT 1B-01
3012
730 SF
UNIT 1B-01
3013
688 SF
UNIT 1B-02
3014
727 SF
UNIT 1B-01
3015
713 SF
UNIT 1B-02
3016
993 SF

CORRIDOR
3069
730 SF
UNIT 1B-01
3017
538 SF
UNIT ST-01
3018
178 SF
STAIR 2
3070
28 SF
ELEC
3069
41 SF
STOR
3091
U-1
35 SF
STOR
3092
D-001
D-001
U-10
U-10
U-10 U-10
U-1
D-001
7' - 4 3/4" 4' - 9 1/4"
4' - 8 1/2"
1' - 11 1/2"
7' - 6"
9' - 5 1/2" 4' - 7 1/4"
4' - 8 3/4" 9' - 5 1/2"
11' - 6 1/4"
11' - 6 1/4"
11' - 3 3/4"
6' - 10 1/4"
4' - 9"
4' - 8"
5' - 0 1/2"
7' - 7 1/4"
1' - 1 1/4"
7' - 7 1/4"
7' - 0 1/2"
4' - 6 1/2"
4' - 8 3/4"
6' - 4 1/2"
7' - 10 1/4" 7' - 8 3/4"
10' - 1 1/4"
6' - 10 1/2"
4' - 8 1/2"
/

MATCH LINE
1 A2.34
/

MATCH LINE
1A2.36

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 3
SEGMENT 3
A2.351/8" = 1'-0" 1LEVEL 3 SEGMENT 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

B
C
C
87654321
B
C
D
E
F
G
A3.02
3 A3.03 2
2 A4.01
1 A4.11

5.2 5.6

5.6 5.2 5.2 5.2 5.2 5.2

1.2 1.2 1.2 1.2 1.2 U-10
U-10 U-10 U-10 U-10 U-10

6.3 3.5
4 3.4
4 3.5
4 4

6.4 6.6

6.1 5.1

6.1 5 5 5
3 4

5.7 1.2

5.6 5.6 5.6

1.2 1.2

5.2 1.2
U-1
U-1
U-1
U-1 U-1
U-1
U-1 U-1
U-1
U-1 U-1 U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-004 D-009
D-005
D-005
704 SF
UNIT 1B-01
3030
732 SF
UNIT 1B-01
3031
726 SF
UNIT 1B-01
3032
725 SF
UNIT 1B-01
3034
701 SF
UNIT 1B-01
3036
538 SF
UNIT ST-01
3038
721 SF
UNIT 1B-01
3040 553 SF
UNIT ST-01
3029
531 SF
UNIT ST-01
3028
543 SF
UNIT ST-01
3027
949 SF

CORRIDOR
3076
532 SF
UNIT ST-02
(SIM.)
3026
526 SF
UNIT ST-02
(SIM.)
3025
754 SF
UNIT 1B-03
3024
777 SF
UNIT 1B-03
3023
1101 SF

CORRIDOR
3075
411 SF
STOR
3079
721 SF
UNIT 1B-01
3035
1144 SF
UNIT 2B-01
(SIM.)
3037
716 SF
UNIT 1B-01
3039
801 SF

CORRIDOR
3081
61 SF
ELEC
3078
458 SF
STOR
3080
709 SF
UNIT 1B-01
3022
301 SF
STAIR 3
3077
D-008
42 SF
STOR
3093

5.6 5.6

5.6 5.6
D-001
U-10
U-10 U-10
U-10
D-001
6' - 0 1/4"
4' - 9"
4' - 8 1/2"
13' - 0 1/2"
14' - 10 1/4"
6' - 8 1/2"
4' - 9" 7' - 2"
4' - 8 1/2"
6' - 8 1/2" 4' - 8 1/2" 4' - 8 1/2"
6' - 0"
17' - 8 1/2"
6' - 10"
7' - 11" 4' - 8"
4' - 9"
7' - 11"
4' - 8 1/2"
4' - 9"
6' - 11 1/2"
6' - 10 1/4"
4' - 8 1/2"
/

MATCH LINE
1 A2.33
/

MATCH LINE
1 A2.35

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 3
SEGMENT 4
A2.361/8" = 1'-0" 1LEVEL 3 SEGMENT 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.01
1 17
A
16 15 14 13 12 11 10 98
B
C
D
E
F
G
A3.03
1 3
A4.01
2 A4.11
1 A4.10

14.4 3
A4.11

5.6 5.6

5.6 5.2 5.2 5.6

5.6 5.6

5.6 5.2

5.6 5.2 5.2
U-10 U-10 U-10 U-10
U-10

5.4 5.4

5.6 U-7

5.6 6

5.2 5.2 5.2 5.2 5.2
U-7

5.6 5.6

5.2 5.6
3 5.6 5.6

5.6 5.6
U-1 U-1
U-1
U-1
U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1D-005
D-008
D-004
D-004 D-005
D-008
724 SF
UNIT 1B-01
4042
1114 SF
UNIT 2B-01
4044
1117 SF
UNIT 2B-01
4046
883 SF
UNIT 1B-04
4048
680 SF
UNIT 1B-02
4050
821 SF
UNIT 1B-05
4052
1048 SF
UNIT 2B-03
4054
665 SF

CORRIDOR
4079
979 SF
UNIT 2B-02
4053
718 SF
UNIT 1B-01
4051
718 SF
UNIT 1B-01
4049
716 SF
UNIT 1B-01
4039
720 SF
UNIT 1B-01
4041
1115 SF
UNIT 2B-01
4043
541 SF
UNIT ST-01
4045
688 SF

CORRIDOR
4075
766 SF
UNIT 1B-01
(SIM.)
4047
191 SF
STAIR 4
4082
163 SF
STOR
4077
226 SF
ELEV LOBBY 4
4076
50 SF
TRASH
4078
60 SF
IDF
4080
42 SF
STOR
4084
43 SF
STOR
4085
6 6
D-001 D-001
U-10 U-10
U-10 U-10 U-10 U-10
U-10
U-1

5.3 5.3

5.9 5.5

5.7 3.1
7' - 1 1/2" 4' - 9 1/4"
4' - 10 3/4"
5' - 0 1/2"
7' - 9 1/4"
4' - 9"
7' - 0 1/4"
13' - 3 1/2"
15' - 3 1/4"
4' - 9 3/4"
4' - 8 1/2"
5' - 0"
4' - 9"
6' - 9 1/4"
6' - 9 1/4"
5' - 10"
7' - 4 3/4"
5' - 10"
7' - 3"
4' - 9"
4' - 9"
4' - 9"
7' - 3" 4' - 8 1/2"
10' - 11 1/2"
8' - 2 3/4"
4' - 9"
6' - 0 1/4"
4' - 9"

LINE OF BRIDGE
ABOVE
/

MATCH LINE
1 A2.40
/

MATCH LINE
1 A2.38

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 4
SEGMENT 1
A2.371/8" = 1'-0" 1LEVEL 4 SEGMENT 1

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
17 16 15 14 13 12 11 10 98
H
J
K
L
M
N
A3.03
3 A3.03 4
A3.03 5
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A6.42
3 --
A6.42
6 A6.42 5

5.6 5.7 5.7

5.6 5.1 3.2

5.6 U-10

5.2 3 6

5.1 5.6

6.8 U-7

5.2 5.2 5.6 5.6

5.6 5.6

5.2 4.1
2 5.6
33 6.5
U-1
U-1U-1
U-1
U-1
U-1
U-1
D-005
D-004
D-001
D-009
D-005
U-1
1493 SF
UNIT 3B-01
4001
535 SF
UNIT ST-01
4002
531 SF
UNIT ST-01
4003
759 SF
UNIT 1B-03
4004
224 SF

CORRIDOR
4055
207 SF
STAIR 1
4056
325 SF
YOGA
4005
913 SF

CORRIDOR
4059
774 SF
UNIT 1B-06
4006
671 SF
UNIT 1B-02
4008
677 SF
UNIT 1B-02
4009
693 SF
UNIT 1B-02
4010
698 SF
UNIT 1B-02
4011
42 SF
IDF
4061
264 SF

MECHANICAL
4007
155 SF
ELEV LOBBY 1
4057
D-008
33 SF
TRASH
4060

3.3 D-001
U-10 U-10
U-10 U-10
6' - 9 1/2"
6' - 9 1/2"
8' - 3 1/4"
5' - 5"
6' - 10 3/4"
5' - 1 3/4"
10' - 4"
4' - 10"
4' - 8 1/2"
7' - 4 3/4"
14' - 9 1/4" 4' - 8 1/2"
5' - 5 3/4" 4' - 5 1/4"
8' - 0 1/2"
5' - 4 1/4"

LINE OF BRIDGE
ABOVE
/

MATCH LINE
1 A2.39
/

MATCH LINE
1A2.37

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 4
SEGMENT 2
A2.381/8" = 1'-0" 1LEVEL 4 SEGMENT 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.02
1 87654321
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01
4 A5.40

5.2 3

5.6 5.7

5.2 5.2

5.7 5.6

4.1 3

4.1 4.1
4 6.10
4 3

5.2 5.2

5.6 5.6 5.6

5.6 5.6

5.6 6.9 6.1 6.1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-005
D-011
D-005
D-004
D-006
D-010

5.2 709 SF
UNIT 1B-01
4022
721 SF
UNIT 1B-01
4021
537 SF
UNIT ST-02
4020
762 SF
UNIT 1B-03
4019
392 SF
STOR
4067
136 SF
ELEV LOBBY 2
4065
168 SF
STAIR 2.1
4063
693 SF
UNIT 1B-02
4010
698 SF
UNIT 1B-02
4011
1126 SF
UNIT 2B-01
4012
1121 SF
UNIT 2B-01
4013
688 SF
UNIT 1B-02
4014
727 SF
UNIT 1B-01
4015
912 SF
UNIT 1B-04
4016
725 SF

CORRIDOR
4062
725 SF
UNIT 1B-01
4017
538 SF
UNIT ST-01
4018
28 SF
IDF
4064
35 SF
STOR
4083 41 SF
STOR
4086
D-001
D-001
U-10
U-10 U-10
U-10
U-10
U-10
U-10 U-10
U-10
U-1
1' - 11 1/2"
7' - 4 3/4"
5' - 0 1/2"
1' - 1 1/4"
7' - 7 1/4"
7' - 0 1/2"
4' - 6 1/2"
4' - 8 3/4"
6' - 4 1/2"
7' - 10 1/4" 7' - 8 3/4"
10' - 1 1/4"
6' - 10 1/2"
4' - 8 1/2"
9' - 5 1/2" 4' - 9 1/4"
4' - 8 1/2"
4' - 7 1/4"
4' - 8 1/2"
6' - 10 1/4"
4' - 9"
4' - 8"
/

MATCH LINE
1 A2.38
/

MATCH LINE
1A2.40

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 4
SEGMENT 3
A2.391/8" = 1'-0" 1LEVEL 4 SEGMENT 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
87654321
B
C
D
E
F
G
A3.02
3 2
A4.01
1 A4.11

5.2 5.6

5.6 5.2 5.2 5.2 5.2 5.2

5.6 5.6 5.6 5.6 5.6 U-10
U-10 U-10 U-10 U-10 U-10

6.1 5.1

6.1 5 5 5

3.5 4

3.4 4

3.5 4
4 6.4

6.6 3
4 5.6

5.6 5.6

5.2 5.6

5.6 5.6

5.6 5.6
3 U-1
U-1
U-1
U-1 U-1
U-1
U-1 U-1
U-1
U-1 U-1 U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-004 D-009
D-005
D-005
704 SF
UNIT 1B-01
4030
732 SF
UNIT 1B-01
4031
726 SF
UNIT 1B-01
4032
725 SF
UNIT 1B-01
4034 701 SF
UNIT 1B-01
4036 538 SF
UNIT ST-01
4038
721 SF
UNIT 1B-01
4040
553 SF
UNIT ST-01
4029
531 SF
UNIT ST-01
4028
543 SF
UNIT ST-01
4027
758 SF

CORRIDOR
4069
532 SF
UNIT ST-02
(SIM.)
4026
526 SF
UNIT ST-02
(SIM.)
4025
754 SF
UNIT 1B-03
4024
777 SF
UNIT 1B-03
4023
1101 SF

CORRIDOR
4068
411 SF
STOR
4072
721 SF
UNIT 1B-01
4035 1144 SF
UNIT 2B-01
(SIM.)
4037
716 SF
UNIT 1B-01
4039
801 SF

CORRIDOR
4074
61 SF
IDF
4071
458 SF
STOR
4073
709 SF
UNIT 1B-01
4022
301 SF
STAIR 3
4070
D-008
42 SF
STOR
4084
43 SF
STOR
4085

5.6 5.6

5.6 5.6
U-10
U-10 U-10
U-10
D-001
D-001
6' - 0 1/4"
4' - 9"
4' - 8 1/2"
13' - 0 1/2"
14' - 10 1/4"
6' - 8 1/2"
4' - 9" 7' - 2"
4' - 8 1/2"
6' - 8 1/2" 4' - 8 1/2" 4' - 8 1/2"
6' - 0"
17' - 8 1/2"
6' - 10"
7' - 11" 4' - 8"
4' - 9"
7' - 11" 4' - 8 1/2"
4' - 9"
6' - 11 1/2"
6' - 10 1/4"
4' - 8 1/2"
/

MATCH LINE
1 A2.37
/

MATCH LINE
1 A2.39

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 4
SEGMENT 4
A2.401/8" = 1'-0" 1LEVEL 4 SEGMENT 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.01
1 17
A
16 15 14 13 12 11 10 98
B
C
D
E
F
G
A3.03
1 3
A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
A5.02 1

5.6 5.6

5.6 5.2 5.2 5.6

5.6 5.6

5.6 5.2

5.6 5.2 5.2
U-10 U-10 U-10 U-10
U-10

5.4 5.4

5.6 U-7

5.6 6

5.2 5.2 5.2 5.2 5.2
U-7

5.6 5.6

5.2 5.6
3 5.6 5.6

5.6 5.6
U-1 U-1
U-1
U-1
U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1D-005
D-004
D-004 D-005
D-008
D-008
716 SF
UNIT 1B-01
5039 720 SF
UNIT 1B-01
5041
724 SF
UNIT 1B-01
5042
1115 SF
UNIT 2B-01
(SIM.)
5043
1114 SF
UNIT 2B-01
5044
541 SF
UNIT ST-01
5045
1117 SF
UNIT 2B-01
5046
766 SF
UNIT 1B-01
(SIM.)
5047
883 SF
UNIT 1B-04
5048
718 SF
UNIT 1B-01
5049
680 SF
UNIT 1B-02
5050
718 SF
UNIT 1B-01
5051
821 SF
UNIT 1B-05
5052
979 SF
UNIT 2B-02
5053
1048 SF
UNIT 2B-03
5054
688 SF

CORRIDOR
5073
226 SF
ELEV LOBBY 4
5074
163 SF
STOR
5075
50 SF
TRASH
5076
665 SF

CORRIDOR
5077
60 SF
STOR
5078
191 SF
STAIR 4
5080
42 SF
STOR
5083
43 SF
STOR
5084
6 6
D-001 D-001
U-10
U-10
U-10 U-10 U-10 U-10
U-10
U-1

5.3 5.3

5.9 5.5

LINE OF BRIDGE
ABOVE
/

MATCH LINE
1 A2.44
/

MATCH LINE
1 A2.42

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 5
SEGMENT 1
A2.411/8" = 1'-0" 1LEVEL 5 SEGMENT 1

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
17 16 15 14 13 12 11 10 98
H
J
K
L
M
N
A3.03
3 A3.03 4
A3.03 5
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A5.02 1
--

5.7 5.7

5.6 5.1 3.2

5.6 U-10
6 5.1

5.6 6.8
U-7

5.2 5.2 5.6 5.6

5.6 5.6

5.2 4.1

5.2 3

5.6 5.2
U-7

5.4 6
6 5.4
U-7

5.2 33

6.5 U-1
U-1U-1
U-1
U-1
U-1
U-1
D-004 D-009
U-1
U-1
U-1
1493 SF
UNIT 3B-01
5001
535 SF
UNIT ST-01
5002
531 SF
UNIT ST-01
5003
759 SF
UNIT 1B-03
5004
973 SF
UNIT 2B-02
5005
774 SF
UNIT 1B-06
5006
972 SF
UNIT 2B-02
5007
671 SF
UNIT 1B-02
5008
677 SF
UNIT 1B-02
5009
693 SF
UNIT 1B-02
5010
698 SF
UNIT 1B-02
5011
224 SF

CORRIDOR
5055
207 SF
STAIR 1
5056
155 SF
ELEV LOBBY 1
5057
901 SF

CORRIDOR
5059
42 SF
STOR
5060
33 SF
STOR
5061
D-008

3.3 D-001
U-10 U-10
U-10 U-10
D-001
6 5.6

5.6 6' - 9 1/2"
6' - 9 1/2"
8' - 4 1/4"
5' - 5"
6' - 10 3/4"
5' - 1 3/4"
10' - 4"
4' - 10"
4' - 8 1/2"
7' - 4 3/4"
14' - 10 1/2" 4' - 8 1/2"
5' - 5 3/4" 4' - 5 1/4"
8' - 4 1/4"
4' - 10"

LINE OF BRIDGE
ABOVE
/

MATCH LINE
1 A2.43
/

MATCH LINE
1A2.41

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 5
SEGMENT 2
A2.421/8" = 1'-0" 1LEVEL 5 SEGMENT 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.02
1 87654321
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01

5.2 3

5.7 5.2 5.2

5.7 5.6

4.1 3

4.1 4.1
4 6.10
4 3

5.2 5.2

5.6 5.6 5.6

5.6 5.6

6.9 6.1 6.1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-005
D-011
D-005
D-004
D-006
D-010

5.2 693 SF
UNIT 1B-02
5010
698 SF
UNIT 1B-02
5011
1126 SF
UNIT 2B-01
5012
1121 SF
UNIT 2B-01
5013
688 SF
UNIT 1B-02
5014
727 SF
UNIT 1B-01
5015
912 SF
UNIT 1B-04
5016
725 SF
UNIT 1B-01
5017
538 SF
UNIT ST-01
5018
762 SF
UNIT 1B-03
5019
537 SF
UNIT ST-02
5020
721 SF
UNIT 1B-01
5021
726 SF

CORRIDOR
5062
168 SF
STAIR 2.1
5063
28 SF
ELEC
5064
136 SF
ELEV LOBBY 2
5065
35 SF
STOR
5082
1101 SF

CORRIDOR
5066
392 SF
STOR
5067
41 SF
STOR
5081 D-001
D-001
U-10
U-10 U-10
U-10
U-10
U-10
U-10 U-10
U-10
U-1
1' - 11 1/2"
7' - 4 3/4"
5' - 0 1/2"
1' - 1 1/4"
7' - 7 1/4"
7' - 0 1/2"
4' - 6 1/2"
4' - 8 3/4"
6' - 4 1/2"
7' - 10 1/4" 7' - 8 3/4"
10' - 1 1/4"
6' - 10 1/2"
4' - 8 1/2"
9' - 5 1/2" 4' - 9 1/4"
4' - 8 1/2"
4' - 7 1/4"
4' - 8 1/2"
6' - 10 1/4"
4' - 9"
4' - 8"
/

MATCH LINE
1 A2.42
/

MATCH LINE
1A2.44

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 5
SEGMENT 3
A2.431/8" = 1'-0" 1LEVEL 5 SEGMENT 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
87654321
B
C
D
E
F
G
A3.02
3 A3.03 2
2 A4.01
1 A4.11

5.2 5.6

5.6 5.2 5.2 5.2 5.2 5.2
U-10
U-10 U-10 U-10 U-10 U-10

6.1 5.1 6.1 5 5 5

3.5 4

3.4 4

3.5 4
4 6.4

6.6 3
4 5.6

5.6 5.6

5.2 5.6

5.6 5.6

5.6 5.6 5.6 5.6
3 5.6

5.6 5.6
U-1
U-1
U-1
U-1
U-1
U-1
U-1 U-1
U-1
U-1 U-1 U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-004 D-009
D-005
D-005
709 SF
UNIT 1B-01
5022
777 SF
UNIT 1B-03
5023
754 SF
UNIT 1B-03
5024
526 SF
UNIT ST-02
(SIM.)
5025
532 SF
UNIT ST-02
(SIM.)
5026
543 SF
UNIT ST-01
5027
531 SF
UNIT ST-01
5028
553 SF
UNIT ST-01
5029
704 SF
UNIT 1B-01
5030
732 SF
UNIT 1B-01
5031
726 SF
UNIT 1B-01
5032
411 SF
STOR
5033
725 SF
UNIT 1B-01
5034
721 SF
UNIT 1B-01
5035
701 SF
UNIT 1B-01
5036
1144 SF
UNIT 2B-01
5037
538 SF
UNIT ST-01
5038
716 SF
UNIT 1B-01
5039
721 SF
UNIT 1B-01
5040
1101 SF

CORRIDOR
5066
61 SF
ELEC
5070
757 SF

CORRIDOR
5068
458 SF
STOR
5058
801 SF

CORRIDOR
5072
42 SF
STOR
5083
301 SF
STAIR 3
5069
D-008

5.6 5.6 5.6 5.6
U-10 U-10 U-10
U-10
D-001
D-001
6' - 0 1/4"
4' - 9"
4' - 8 1/2"
13' - 0 1/2"
14' - 10 1/4"
6' - 8 1/2"
4' - 9" 7' - 2"
4' - 8 1/2"
6' - 8 1/2" 4' - 8 1/2" 4' - 8 1/2"
6' - 0"
17' - 8 1/2"
6' - 10"
7' - 11" 4' - 8"
4' - 9"
7' - 11"
4' - 8 1/2"
4' - 9"
6' - 11 1/2"
6' - 10 1/4"
4' - 8 1/2"
0' - 5"
/

MATCH LINE
1 A2.41
/

MATCH LINE
1 A2.43

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 5
SEGMENT 4
A2.441/8" = 1'-0" 1LEVEL 5 SEGMENT 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.01
1 17
A
16 15 14 13 12 11 10 98
B
C
D
E
F
G
A3.03
1 3
A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
A5.02 1

5.6 5.6

5.6 5.2 5.2 5.6

5.6 5.6

5.6 5.2

5.6 5.2
U-10 U-10 U-10 U-10
U-10

5.4 5.4

5.6 U-7

5.6 6

5.2 5.2 5.2 5.2 5.2
U-7

5.6 5.6

5.2 5.6
3 5.6 5.6

5.6 5.6
U-1 U-1
U-1
U-1
U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1D-005
D-004
D-004
D-008
D-008
1048 SF
UNIT 2B-03
6054
821 SF
UNIT 1B-05
6052
191 SF
STAIR 4
6082
665 SF

CORRIDOR
6079
680 SF
UNIT 1B-02
6050
883 SF
UNIT 1B-04
6048
1117 SF
UNIT 2B-01
6046
1114 SF
UNIT 2B-01
6044
724 SF
UNIT 1B-01
6042
43 SF
STOR
6086
716 SF
UNIT 1B-01
6039
720 SF
UNIT 1B-01
6041
1115 SF
UNIT 2B-01
6043
541 SF
UNIT ST-01
6045
163 SF
STOR
6076
50 SF
TRASH
6077
766 SF
UNIT 1B-01
(SIM.)
6047 718 SF
UNIT 1B-01
6049
718 SF
UNIT 1B-01
6051
979 SF
UNIT 2B-02
6053
60 SF
STOR
6080 688 SF

CORRIDOR
6074
223 SF
ELEV LOBBY 4
6075
680 SF

CORRIDOR
6078
6 6
D-001 D-001
U-10 U-10
U-10 U-10 U-10 U-10
U-10
U-1

5.3 5.3

5.9 5.5

5.7 3.1
7' - 1 1/2" 4' - 9 1/4"
4' - 10 3/4"
5' - 0 1/2"
7' - 9 1/4"
4' - 9"
7' - 0 1/4"
13' - 3 1/2"
15' - 3 1/4"
4' - 9 3/4"
4' - 8 1/2"
5' - 0"
4' - 9"
6' - 9 1/4"
6' - 9 1/4"
5' - 10"
7' - 4 3/4"
5' - 10"
7' - 3" 4' - 9"
4' - 9"
4' - 9"
7' - 3" 4' - 8 1/2"
10' - 11 1/2"
8' - 2 3/4"
4' - 9"
6' - 0 1/4"
4' - 9"
8' - 0"
/

MATCH LINE
1 A2.48
/

MATCH LINE
1 A2.46

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 6
SEGMENT 1
A2.451/8" = 1'-0" 1LEVEL 6 SEGMENT 1

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
17 16 15 14 13 12 11 10 98
H
J
K
L
M
N
A3.03
3 A3.03 4
A3.03 5
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A5.02 1

5.6 5.7 5.7

5.6 5.1 3.2

5.6 U-10
6 5.1

5.6 6.8
U-7

5.2 5.2 5.6 5.6

5.6 5.6

5.2 4.1

5.2 3

5.6 5.2
U-7

5.4 6
6 5.4
U-7

5.2 33

6.5 U-1
U-1U-1
U-1
U-1
U-1
U-1
D-004
D-009
U-1
U-1
U-1
1493 SF
UNIT 3B-01
6001
535 SF
UNIT ST-01
6002
531 SF
UNIT ST-01
6003
759 SF
UNIT 1B-03
6004
973 SF
UNIT 2B-02
6005
774 SF
UNIT 1B-06
6006
972 SF
UNIT 2B-02
6007
671 SF
UNIT 1B-02
6008
677 SF
UNIT 1B-02
6009
693 SF
UNIT 1B-02
6010
698 SF
UNIT 1B-02
6011
226 SF

CORRIDOR
6055
207 SF
STAIR 1
6056
D-008 153 SF
ELEV LOBBY 1
6057
680 SF

CORRIDOR
6078
903 SF

CORRIDOR
6059
42 SF
IDF
6060
33 SF
TRASH
6061

3.3 D-001
U-10 U-10
U-10 U-10
D-001
6 6.7

6.7 6' - 9 1/2"
6' - 9 1/2"
8' - 1 1/2"
5' - 5"
6' - 10 3/4"
5' - 1 3/4"
10' - 4"
4' - 10"
4' - 8 1/2"
7' - 4 3/4"
14' - 10 1/2" 4' - 8 1/2"
5' - 5 3/4" 4' - 5 1/4"
8' - 4 1/4"
4' - 10"
8' - 0"
6' - 11"
7' - 5"
9' - 3 1/4"
/

MATCH LINE
1 A2.47
/

MATCH LINE
1A2.45

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 6
SEGMENT 2
A2.461/8" = 1'-0" 1LEVEL 6 SEGMENT 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.02
1 87654321
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01

5.2 3

5.7 5.2 5.2

5.7 5.6

4.1 3

4.1 4.1
4 6.10
4 3

5.2 5.2

5.6 5.6 5.6

5.6 5.6

6.9 6.1 6.1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-005
D-011
D-005
D-004
D-006 D-010

5.2 1101 SF

CORRIDOR
6066
693 SF
UNIT 1B-02
6010
698 SF
UNIT 1B-02
6011
1126 SF
UNIT 2B-01
6012
1121 SF
UNIT 2B-01
6013
688 SF
UNIT 1B-02
6014
727 SF
UNIT 1B-01
6015
912 SF
UNIT 1B-04
6016
725 SF
UNIT 1B-01
6017
538 SF
UNIT ST-01
6018
762 SF
UNIT 1B-03
6019
537 SF
UNIT ST-02
6020
721 SF
UNIT 1B-01
6021
726 SF

CORRIDOR
6062
168 SF
STAIR 2.1
6063
28 SF
IDF
6064
136 SF
ELEV LOBBY 2
6065
41 SF
STOR
6083
35 SF
STOR
6084
392 SF
STOR
6067
D-001
D-001
U-10
U-10 U-10
U-10
U-10
U-10
U-10 U-10
U-10
U-1
1' - 11 1/2"
7' - 4 3/4"
5' - 0 1/2"
1' - 1 1/4"
7' - 7 1/4"
7' - 0 1/2"
4' - 6 1/2"
4' - 8 3/4"
6' - 4 1/2"
7' - 10 1/4" 7' - 8 3/4"
10' - 1 1/4"
6' - 10 1/2"
4' - 8 1/2"
9' - 5 1/2" 4' - 9 1/4"
4' - 8 1/2"
4' - 7 1/4"
4' - 8 1/2"
6' - 10 1/4"
4' - 9"
4' - 8"
/

MATCH LINE
1 A2.46
/

MATCH LINE
1A2.48

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 6
SEGMENT 3
A2.471/8" = 1'-0" 1LEVEL 6 SEGMENT 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
87654321
B
C
D
E
F
G
A3.02
3 A3.03 2
2 A4.01
1 A4.11

5.2 5.6

5.6 5.2 5.2 5.2 5.2 5.2
U-10
U-10 U-10 U-10 U-10 U-10

6.1 5.1 6.1 5 5 5

3.5 4

3.4 4

3.5 4
4 6.4

6.6 3
4 5.6

5.6 5.6

5.2 5.6

5.6 5.6

5.6 5.6 5.6 5.6
3 5.6

5.6 5.6
U-1
U-1
U-1
U-1 U-1
U-1
U-1 U-1
U-1
U-1 U-1 U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-004 D-009
D-005
D-005
721 SF
UNIT 1B-01
6040 538 SF
UNIT ST-01
6038
701 SF
UNIT 1B-01
6036
725 SF
UNIT 1B-01
6034
726 SF
UNIT 1B-01
6032
732 SF
UNIT 1B-01
6031
704 SF
UNIT 1B-01
6030
754 SF
UNIT 1B-03
6024
777 SF
UNIT 1B-03
6023
1101 SF

CORRIDOR
6066
61 SF
IDF
6070
411 SF
STOR
6033
458 SF
STOR
6072
801 SF

CORRIDOR
6173
721 SF
UNIT 1B-01
6035
1144 SF
UNIT 2B-01
(SIM.)
6037
42 SF
STOR
6085
716 SF
UNIT 1B-01
6039
553 SF
UNIT ST-01
6029
531 SF
UNIT ST-01
6028
543 SF
UNIT ST-01
6027
532 SF
UNIT ST-02
(SIM.)
6026
526 SF
UNIT ST-02
(SIM.)
6025
757 SF

CORRIDOR
6068
301 SF
STAIR 3
6069
D-008
709 SF
UNIT 1B-01
6022

5.6 5.6 5.6 5.6
U-10 U-10
U-10
U-10
D-001
D-001
6' - 0 1/4"
4' - 9"
4' - 8 1/2"
13' - 0 1/2"
14' - 10 1/4"
6' - 8 1/2"
4' - 9" 7' - 2"
4' - 8 1/2"
6' - 8 1/2" 4' - 8 1/2" 4' - 8 1/2"
6' - 0"
17' - 8 1/2"
6' - 10"
7' - 11" 4' - 8"
4' - 9"
7' - 11" 4' - 8 1/2"
4' - 9"
6' - 11 1/2"
6' - 10 1/4"
4' - 8 1/2"
/

MATCH LINE
1 A2.45
/

MATCH LINE
1 A2.47

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 6
SEGMENT 4
A2.481/8" = 1'-0" 1LEVEL 6 SEGMENT 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

UP
I
I I
I
EE
G G
I
G EE

I IH H H H
H
H
H
G
A3.01
1 17
A
16 15 14 13 12 11 10 98
B
C
D
E
F
G
A3.03
1 3
A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
A5.02 1
U-10 U-10 U-10 U-10
U-7
U-1
U-1
U-1
U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 U-1
D-005
D-004
D-005
D-005
D-004
D-008
D-001 D-001
U-10
U-1
U-10
U-10 U-10 U-10 U-10

5.5 5.6 5.6

5.6 5.2 5.2 5.6

5.6 5.6

5.6 5.2

5.6 5.4 5.4

5.6 5.6
6 5.2

5.2 5.2 5.2 5.2

5.6 5.2 5.6
3 5.6 5.6

5.6 5.6

5.2 6

5.9 5.7

3.1 1048 SF
UNIT 2B-03
7052
821 SF
UNIT 1B-05
7050
191 SF
STAIR 4
7055
680 SF
UNIT 1B-02
7048
883 SF
UNIT 1B-04
7046
1117 SF
UNIT 2B-01
7044
1114 SF
UNIT 2B-01
7042 800 SF
UNIT 1L-01
LOWER
7040
43 SF
STOR
7083

ROOF LOUNGE
7051
662 SF

CORRIDOR
7072
81 SF
WOMEN
7053
223 SF
ELEV LOBBY 4
7073
7' - 8 1/4" 4' - 9 1/4" 5' - 0 1/2"
7' - 9 1/4"
4' - 9"
7' - 0 1/4"
13' - 3 1/2"
15' - 3 1/4"
4' - 9 3/4"
4' - 8 1/2"
5' - 0"
4' - 9"
6' - 9 1/4"
6' - 9 1/4"
5' - 10"
7' - 4 3/4"
5' - 10"
7' - 3"
4' - 9"
4' - 9"
4' - 9"
7' - 3" 4' - 8 1/2"
10' - 11 1/2"
8' - 2 3/4"
4' - 9"
6' - 0 1/4"
4' - 9"
1:12
/

MATCH LINE
1 A2.52
/

MATCH LINE
1 A2.50

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 7
SEGMENT 1
A2.491/8" = 1'-0" 1LEVEL 7 SEGMENT 1

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

UP
UP
GG GGG
F F
D
E EEEE
D
D
D
DD
DD
DD
G G
D
L
G
G
17 16 15 14 13 12 11 10 98
H
J
K
L
M
N
A3.03
3 A3.03 4
A3.03 5
3 A4.01
3 A4.10
2 A4.10
2 A5.02

14.4 1
A5.40
A5.02 1

5.7 5.7

5.6 5.1 3.2

5.6 U-10

5.6 5.6 5.6

5.2 U-7

5.4 6
6 5.4
U-7

5.2 6.5
U-1
U-1
U-1
U-1
D-004 D-009
U-1
U-1
D-007

3.3 D-001
U-10 U-10
D-001
6 6.7

6.7 U-10 U-10
D-007
693 SF
UNIT 1B-02
7008
671 SF
UNIT 1B-02
7006
774 SF
UNIT 1B-06
7004
899 SF

CORRIDOR
7057
205 SF
STAIR 1
7054

ROOF LOUNGE
7001
966 SF
UNIT 2B-02
7003
972 SF
UNIT 2B-02
7005
677 SF
UNIT 1B-02
7007 698 SF
UNIT 1B-02
7009
564 SF

CORRIDOR
7076
42 SF
STOR
7058
33 SF
TRASH
7059
70 SF

MAINTANANCE
7090
726 SF

CORRIDOR
7092
1:12
1:12
6' - 11 1/4"
8' - 4 1/4"
6' - 10 3/4"
5' - 1 3/4"
10' - 4"
4' - 10"
4' - 8 1/2"
7' - 4 3/4"
14' - 10 1/2" 4' - 8 1/2"
5' - 1 1/2"
8' - 4 1/4"
5' - 2"
7' - 0 1/2"
7' - 5"
4' - 11 1/4"
5' - 11 1/2"
/

MATCH LINE
1 A2.51
/

MATCH LINE
1A2.49

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 7
SEGMENT 2
A2.501/8" = 1'-0" 1LEVEL 7 SEGMENT 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.02
1 87654321
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01

5.2 3

5.7 5.2 5.2

5.7 5.6

4.1 3

4.1 4.1
4 6.10
4 3

5.2 5.6 5.6 5.6

5.2 5.6

5.6 5.6

6.9 6.1 6.1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-005
D-011
D-005
D-004
D-006
D-010
780 SF
UNIT 1L-01
7020
791 SF
UNIT 1L-01
7019
537 SF
UNIT ST-02
7018
762 SF
UNIT 1B-03
7017
392 SF
STOR.
7065
136 SF
ELEV LOBBY 2
7063
168 SF
STAIR 2.1
7061
41 SF
STOR
7080 28 SF
STOR
7062
538 SF
UNIT ST-01
7016
725 SF
UNIT 1B-01
7015
912 SF
UNIT 1B-04
7014
688 SF
UNIT 1B-01
7012
1126 SF
UNIT 2B-01
7010
693 SF
UNIT 1B-02
7008
698 SF
UNIT 1B-02
7009
1121 SF
UNIT 2B-01
7011
797 SF
UNIT 1L-01
7013
35 SF
STOR
7081
D-001
D-001
U-10
U-10
U-10 U-10
U-10
U-1
U-1
U-10 U-10
780 SF
UNIT 1L-01
7020
726 SF

CORRIDOR
7092
1' - 11 1/2"
7' - 4 3/4"
5' - 0 1/2"
1' - 1 1/4"
7' - 7 1/4"
7' - 0 1/2"
4' - 6 1/2"
4' - 8 3/4"
6' - 4 1/2"
7' - 10 1/4" 7' - 8 3/4"
10' - 1 1/4"
6' - 10 1/2"
4' - 8 1/2"
9' - 5 1/2" 4' - 9 1/4"
4' - 8 1/2"
4' - 7 1/4"
4' - 8 1/2"
6' - 10 1/4"
4' - 9"
4' - 8"
/

MATCH LINE
1 A2.50
/

MATCH LINE
1A2.52

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 7
SEGMENT 3
A2.511/8" = 1'-0" 1LEVEL 7 SEGMENT 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
87654321
B
C
D
E
F
G
A3.02
3 A3.03 2
2 A4.01
1 A4.11

5.6 5.6

6.1 5.1 6.1 5 5 5

5.6 5.6 5.6 5.6

3.5 4

3.4 4

3.5 4
4 6.4

6.6 3
4 5.2

5.6 5.6

5.6 5.6 5.6 5.6 5.6
3 5.6 5.2 5.2 5.2 5.2 5.2

5.2 5.6

5.6 5.6
U-1
U-1
U-1
U-1
U-1 U-1
U-1
U-1
U-1
U-1
D-004 D-009
D-005
D-005
796 SF
UNIT 1L-01
LOWER
7038
538 SF
UNIT ST-01
7036
771 SF
UNIT 1L-01
LOWER
7034
796 SF
UNIT 1L-01
LOWER
7032
796 SF
UNIT 1L-01
LOWER
7030
803 SF
UNIT 1L-01
LOWER
7029
771 SF
UNIT 1L-01
LOWER
7028
42 SF
STOR
7082
716 SF
UNIT 1B-01
7037
1140 SF
UNIT 2B-01
(SIM.)
7035
793 SF
UNIT 1L-01
7033
411 SF
STOR.
7068
61 SF
STOR.
7070
458 SF
STOR
7067
777 SF
UNIT 1B-03
7021
754 SF
UNIT 1B-03
7022
757 SF

CORRIDOR
7066
1100 SF

CORRIDOR
7064 801 SF

CORRIDOR
7071
301 SF
STAIR 3
7069
553 SF
UNIT ST-01
7027
531 SF
UNIT ST-01
7026
543 SF
UNIT ST-01
7025
526 SF
UNIT ST-02
(SIM.)
7023 532 SF
UNIT ST-02
(SIM.)
7024
780 SF
UNIT 1L-01
7020
D-008
D-001
U-1 U-1 U-1 U-1 U-1
U-1
U-1
U-1
D-001
U-10
U-10
6' - 0 1/4"
4' - 9"
4' - 8 1/2"
13' - 0 1/2"
14' - 10 1/4"
6' - 8 1/2"
4' - 9" 7' - 2"
4' - 8 1/2"
6' - 8 1/2" 4' - 8 1/2" 4' - 8 1/2"
6' - 0"
17' - 8 1/2"
6' - 10"
7' - 11" 4' - 8"
4' - 9"
7' - 11" 4' - 8 1/2"
4' - 9"
6' - 11 1/2"
6' - 10 1/4"
4' - 8 1/2"
/

MATCH LINE
1 A2.49
/

MATCH LINE
1 A2.51

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN
LEVEL 7
SEGMENT 4
A2.521/8" = 1'-0" 1LEVEL 7 SEGMENT 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.01
1 17
A
16 15 14 13 12 11 10 98
B
C
D
E
F
G
A3.03
1 3
A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
A5.02 1

4.1 U-7
240 SF
UNIT 1L-01
UPPER
7040L
202 SF

WATER HEATER
8062
D-007
/

MATCH LINE
1 A2.56
/

MATCH LINE
1 A2.54

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

MEZZ/ UPPER
ROOF
SEGMENT 1
A2.531/8" = 1'-0" 1

MAZZ/LOWER ROOF
SEGMENT 1

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
16 15 14 13 12 11 10 98
H
J
K
L
M
N
A3.03
3 A3.03 4
A3.03 5
3 A4.01
3 A4.10

14.4 1
A5.40
A5.02 1
D-007
213 SF

WATER HEATER
8061
/

MATCH LINE
1 A2.55
/

MATCH LINE
1A2.53

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

MEZZ/ UPPER
ROOF
SEGMENT 2
A2.541/8" = 1'-0" 1

MAZZ/LOWER ROOF
SEGMENT 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.02
1 87654321
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01
U-7
4 4.1
U-7
D-007
232 SF
UNIT 1L-01
UPPER
7013L
242 SF
UNIT 1L-01
UPPER
7019L
237 SF
UNIT 1L-01
UPPER
7020L
237 SF
UNIT 1L-01
UPPER
7020L
/

MATCH LINE
1 A2.54
/

MATCH LINE
1A2.56

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

MEZZ/ UPPER
ROOF
SEGMENT 3
A2.551/8" = 1'-0" 1

MAZZ/LOWER ROOF
SEGMENT 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
87654321
B
C
D
E
F
G
A3.02
3 A3.03 2
2 A4.01
1 A4.11

4.1 4.1 4.1 4.1 4.1

4.1 4.1
U-7
U-7

4.1 U-7
D-007
U-7 U-7 U-7 U-7 U-7
238 SF
UNIT 1L-01
UPPER
7028L
241 SF
UNIT 1L-01
UPPER
7029L
243 SF
UNIT 1L-01
UPPER
7030L
245 SF
UNIT 1L-01
UPPER
7032L
241 SF
UNIT 1L-01
UPPER
7034L
239 SF
UNIT 1L-01
UPPER
7038L
240 SF
UNIT 1L-01
UPPER
7040L
199 SF

WATER HEATER
8063
226 SF
UNIT 1L-01
7033L
237 SF
UNIT 1L-01
UPPER
7020L
/

MATCH LINE
1 A2.53
/

MATCH LINE
1 A2.55

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLOOR PLAN

MEZZ/ UPPER
ROOF
SEGMENT 4
A2.561/8" = 1'-0" 1

MAZZ/LOWER ROOF
SEGMENT 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.02
A3.01
A3.01 2
A3.02 2
1 1
17 A
16 15 14 13 12 11 10 987654321
B
C
D
E
F
G
H
JK
L
M
N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 1
A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 ---
-
A5.10
2 3
A4.11
A6.41 10
A6.41
9 A6.41 8
A6.41 7
A6.41 6
A6.41 5
A6.41
1 A6.41 2
A6.41
3 A6.41 4
A6.42 2
A6.42
4 A6.42
1 RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

REFLECTED

CEILING PLAN
LEVEL 1
A2.611/16" = 1'-0" 1LEVEL 1

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

A3.02
A3.01
A3.01 2
A3.02 2
1 1
17 A
16 15 14 13 12 11 10 987654321
B
C
D
E
F
G
H
JK
L
M
N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 A3.03 2
A3.03 4 A3.03 5
1 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10
-
---

14.4 ---
-
---
-
3 A4.11
A6.41 10
A6.41
9 A6.41 7
A6.41 6
A6.41
1 A6.41 2
A6.41
3 A6.42
1 A6.42
3 --
A6.42
7 RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

REFLECTED

CEILING PLAN
LEVEL 2
A2.621/16" = 1'-0" 1LEVEL 2

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:
17 A
16 15 14 13 12 11 10 987654321
B
C
D
E
F
G
H
JK
L
M
N

14.4 RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

REFLECTED

CEILING PLAN
LEVEL 3
A2.631/16" = 1'-0" 1LEVEL 3

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

14.4 A5.12
2 3
A4.11
A6.42
3 --
x7.xx
2 RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

REFLECTED

CEILING PLAN
LEVEL 4
A2.64
1/16" = 1'-0" 1LEVEL 4

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

14.4 3
A4.11
A5.02 1

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

REFLECTED

CEILING PLAN
LEVEL 5
A2.651/16" = 1'-0" 1LEVEL 5

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

14.4 3
A4.11
A5.02 1

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

REFLECTED

CEILING PLAN
LEVEL 6
A2.66
1/16" = 1'-0" 1LEVEL 6

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

14.4 3
A4.11
A5.02 1

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

REFLECTED

CEILING PLAN
LEVEL 7
A2.67
1/16" = 1'-0" 1LEVEL 7

GENERAL NOTES

XKEY NOTES
Date Issues / Revisions:

LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"

ABCDEFGHJKLMN
1 A4.01
1 A4.10
3 A4.11
12 613 22 17 910 81512 15
6 6866614 216 625 824
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
2 A4.01
3 A4.01
2 A4.11

14.4 13222 351 22
6 8 25 2 11 18 11 218

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

EXTERIOR

ELEVATIONS
A3.01
1/16" = 1'-0" 2EAST ELEVATION
1/16" = 1'-0" 1NORTH ELEVATION

KEYNOTES

SYMBOL DESCRIPTION
1 STANDING SEAM METAL PANEL SIDING
2 EXTERIOR CEMENT PLASTER (WHITE)
3 EXTERIOR CEMENT PLASTER (GREY-TO MATCH STANDING
SEAM)
5 VINYL DOORS & WINDOWS; PAINTED TO MATCH ANODIZED

ALUMINUM
6 CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW
SYSTEM
8 FIBER CEMENT SIDING -"VINTAGE WOOD" - CEDAR COLOR
9 ANODIZED ALUMINUM/GLASS RAILING AT BALCONIES &

BRIDGES
10 STEEL OCFA BRIDGE ACCESS AT ROOF LEVEL
11 PARKING SCREEN W/ VINES FRONTING SCREEN
12 SOUTH TERRACE LOUNGE; PARTIALLY OPEN TO SKY
13 NORTH TERRACE LOUNGE; PARTIALLY OPEN TO SKY
14 VINE SCREEN; VINES GROWING ALONG STEEL PICKETTS
15 ELEVATOR SHAFT
16 GRAND STAIR; MINIMUM 8FT CLEAR WIDTH
17 ANODIZED ALUMINUM FASCIA AT FLOOR FACE
18 ALUMINUM LOUVERS AT GARAGE OPENINGS; PAINTED

GRAPHITE COLOR
20 FIRE ACCESS STAIR
21 FIRE ACCESS CORRIDOR
22 STEEL & PERFORATED METAL RAILINGS AT BALCONIES; S IDE

MOUNTED HARDWARE
23 VINES GROWING ALONG WALL; PLANTER ABOVE
24 STEEL CANOPY ABOVE RETAIL STOREFRONTS; PAINTED TO

MATCH ANODIZED ALUMINUM
25 ANODIZED ALUMINUM PANEL W/IN STOREFRONT SYSTEM
26 VINES ALONG RETAINING WALL
28 EXTERIOR CEMENT PLASTER (WARM TONE TO MATCH

FIBER-CEMENT SIDING)
X
Date Issues / Revisions:

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
17 16 15 14 13 12 11 10 987654321
2 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10

14.4 112 28 15 222 3322 22 1 53
2 24 25 6211 3 23 18 20 21
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"

A B C D E F G H J K L M N
1 A4.01 1
A4.11 3
A4.11
15228 5251
11 2 26
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
321
1 5 2
211
2 18
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
3 11 2
12 18

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

EXTERIOR

ELEVAITONS
A3.02
1/16" = 1'-0" 1SOUTH ELEVAITON
1/16" = 1'-0" 2WEST ELEVATION
1/16" = 1'-0" 3SOUTH ELEVATION A
1/16" = 1'-0" 4NORTH ELEVATION B

KEYNOTES

SYMBOL DESCRIPTION
1 STANDING SEAM METAL PANEL SIDING
2 EXTERIOR CEMENT PLASTER (WHITE)
3 EXTERIOR CEMENT PLASTER (GREY-TO MATCH STANDING
SEAM)
5 VINYL DOORS & WINDOWS; PAINTED TO MATCH ANODIZED

ALUMINUM
6 CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW
SYSTEM
8 FIBER CEMENT SIDING -"VINTAGE WOOD" - CEDAR COLOR
9 ANODIZED ALUMINUM/GLASS RAILING AT BALCONIES &

GRAPHITE COLOR
20 FIRE ACCESS STAIR
21 FIRE ACCESS CORRIDOR
22 STEEL & PERFORATED METAL RAILINGS AT BALCONIES; S IDE

MOUNTED HARDWARE
23 VINES GROWING ALONG WALL; PLANTER ABOVE
24 STEEL CANOPY ABOVE RETAIL STOREFRONTS; PAINTED TO

MATCH ANODIZED ALUMINUM
25 ANODIZED ALUMINUM PANEL W/IN STOREFRONT SYSTEM
26 VINES ALONG RETAINING WALL
28 EXTERIOR CEMENT PLASTER (WARM TONE TO MATCH

FIBER-CEMENT SIDING)
X
Date Issues / Revisions:

X
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
17 16 15 14 13 12 11 10 9876
3 A4.01
2 A4.11

14.4 LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
EFGH
1 A4.01
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
17 16 15 14 13 12 11 10 9 8 7 6
3 A4.01
3 A4.10
2 A4.10

14.4 LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
HJKL
1 A4.01
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
J K L

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

COURT YARD

ELEVAITONS
A3.03
1/16" = 1'-0" 1COURTYARD ELEV.- NORTH
1/16" = 1'-0" 2COURTYARD ELEV.- EAST
1/16" = 1'-0" 3COURTYARD ELEV.- SOUTH
1/16" = 1'-0" 4COURTYARD ELEV. - EAST A
1/16" = 1'-0" 5COURTYARD ELEV. - WEST
Date Issues / Revisions:

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
17 16 15 14 13 12 11 10 987654321
2 A4.01
3 A4.01
2 A4.11

14.4 ---
-
10' - 8"
10' - 8"

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"

A B C D E F G H J K L M N
1 A4.01
1 A4.10
3 A4.11

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"

BCDEFGHJKLMN
1 A4.01

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

BUILDING

SECTIONS
A4.01
1/16" = 1'-0" 1BUILDING SECTION 1
1/16" = 1'-0" 2BUILDING SECTION 2 1/16" = 1'-0" 3BUILDING SECTION 3 Date Issues / Revisions:

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
UNIT 2B-03
3054
UNIT 2B-03
4054
UNIT 2B-03
5054
UNIT 2B-03
7052
UNIT LW-01
1055
UNIT 2B-03
6054
4' - 4"
9' - 10"
9' - 10 3/4"
9' - 10 3/4"
9' - 10 3/4"
10' - 0"
11' - 4"
10' - 8"
10' - 0"
85' - 10 1/4"

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
M
8' - 11 1/4" UNIT 3B-01
3001
UNIT 3B-01
4001
UNIT 3B-01
5001
UNIT 3B-01
6001
RETAIL
1001
4' - 0"
9' - 10 3/4"
9' - 10 3/4"
9' - 10 3/4"
10' - 0"
11' - 4"
10' - 8"
10' - 0"
75' - 8 1/4"

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
M

CORRIDOR
7057

CORRIDOR
6059

CORRIDOR
5059

CORRIDOR
4059

CORRIDOR
3061

RESIDENTIAL

PARKING
2065

VISITOR

PARKING
1063

RESIDENTIAL

PARKING
B001
YOGA
4005
UNIT 2B-02
5005
UNIT 2B-02
6005
UNIT 2B-02
7003
4' - 0"
9' - 10"
9' - 10 3/4"
9' - 10 3/4"
9' - 10 3/4"
10' - 0"
11' - 4"
10' - 8"
10' - 0"
85' - 6 1/4"
3' - 6" TYP.

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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 WALL

SECTIONS
A4.10
1/4" = 1'-0" 1WALL SECTION 1
1/4" = 1'-0" 2WALL SECTION 2
1/4" = 1'-0" 3WALL SECTION 3
Date Issues / Revisions:

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
1 3' - 6"
9' - 10"
9' - 10 3/4"
9' - 10 3/4"
9' - 10 3/4"
10' - 0"
11' - 4"
10' - 8"
10' - 0"
85' - 0 1/4"

CART STORAGE
B020

RESIDENTIAL

PARKING
1090
GAS
2078
UNIT ST-01
3028
UNIT ST-01
4028
UNIT ST-01
5028
UNIT ST-01
6028
UNIT ST-01
7026

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
B
1' - 8"
9' - 10"
9' - 10 3/4"
9' - 10 3/4"
9' - 10 3/4"
10' - 0"
11' - 4"
10' - 8"
10' - 0"
83' - 2 1/4"
3' - 6"
3' - 6" TYP. 8' - 0" TYP.

RESIDENTIAL

PARKING
B001

RESIDENTIAL

PARKING
1090

RESIDENTIAL

PARKING
2065
UNIT 2B-01
3044
UNIT 2B-01
4044
UNIT 2B-01
5044
UNIT 2B-01
6044
UNIT 2B-01
7042
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
17 8' - 10"

CORRIDOR
3087

CORRIDOR
4079

CORRIDOR
5077

CORRIDOR
6079

CORRIDOR
7077
4' - 4"
9' - 10"
9' - 10 3/4"
9' - 10 3/4"
9' - 10 3/4"
10' - 0"
11' - 4"
10' - 8"
75' - 10 1/4"

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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 WALL

SECTIONS
A4.11
1/4" = 1'-0" 1WALL SECTION 4
1/4" = 1'-0" 2WALL SECTION 5
1/4" = 1'-0" 3WALL SECTION @ CORRIDOR
Date Issues / Revisions:

LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
16 15 14.4
2 A5.42
16 15
H
J

14.4 3
A5.01
2 A5.01
5 A5.01
A6.41
3 LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
16 15 14.4
2 A5.42
16 15
H
J

14.4 3
A5.01
2 A5.01
5 A5.01
A6.42
7 LEVEL 1
138' - 9"
LEVEL 2
149' - 5"

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

GRAND STAIR

SECTIONS
A5.01
1/4" = 1'-0" 2GRAND STAIR SECTION A
1/4" = 1'-0" 1LEVEL 2 - GRAND STAIR
1/4" = 1'-0" 3GRAND STAIR SECTION B
1/4" = 1'-0" 4LEVEL 3 - GRAND STAIR
1/4" = 1'-0" 5GRAND STAIR SECTION C
Date Issues / Revisions:
12 F
G
H
J
K
L
2 A5.02
3 A5.02
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
12 3' - 6" M
IN.
3' - 6" M
IN.

BOTTOM

OF FRAM
ING
8' - 2 7/8"
BOTTOM

OF FRAM
ING
9' - 1 23/64"
F
G
H
J
2 A5.02
F
G
H
J
2 A5.02
0' - 5 7/8"
2' - 11 5/8"
16' - 1 11/16"
20' - 0"
15' - 8 1/16"
3' - 5 1/4"
1' - 3 1/2"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
12 2' - 8 243/256"
4' - 0"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

F G H J
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.

CBA E
Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
SHEET #
SHEET TITLE:
200 N. CABRILLO,
SANTA ANA, CA 92701
ARCHITECT:

CBA D
2 1345
2 1345
PROJECT ADDRESS:

THE MADISON
6 D
6 Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED
BRIDGE
PLANS
A5.02
Date Issues / Revisions:
1/4" = 1'-0" 7

MAZZ/LOWER ROOF - ENLARGED

BRIDGE PLAN
1/4" = 1'-0" 2BRIDGE CROSS SECTION
1/4" = 1'-0" 6LEVEL 7 - ENLARGED BRIDGE PLAN
1/4" = 1'-0" 4LEVEL 6 - ENLARGED BRIDGE PLAN
1/4" = 1'-0" 3WALKWAY CROSS SECTION
1/4" = 1'-0" 1BRIDGE ELEVATION - WEST
11 10
H
J
K
L
A3.03
3 177 SF

BOOSTER PUMP
2084
255 SF

POOL EQUIP
2085
131 SF

SPA VAULT
2058
535 SF

POOL VAULT
2086
3 A5.03
2 A5.03
4 A5.03
14' - 6 3/4" 15' - 6 3/4"
11' - 6 3/4"
2' - 5 1/4"
41' - 2 3/4"
13' - 6 1/2"
30' - 6"
11' - 2 1/4"
18' - 11 5/128"
13' - 11 5/8"
3' - 4"
4' - 0"
6' - 4"
3' - 2 3/8"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"

H J K L
11' - 2 1/4" 30' - 0 1/2" 0' - 5 1/2" 1' - 11 3/4" 11' - 6 3/4" 0' - 11 5/8" 0' - 9 3/4" 37' - 8" 0' - 9 3/4"
0' - 11 5/8"
3' - 4 7/8" 0' - 9 3/4" 8' - 0"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
11 11' - 4"
5' - 0"
1' - 0"
1' - 9 3/8" 4' - 0" 8' - 0" 1' - 9 3/8"
0' - 11 5/8" 0' - 9 3/4" 12' - 0" 0' - 9 3/4" 0' - 11 5 /8" LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
11 11' - 4"
5' - 0"
1' - 0"
1' - 9 3/8" 4' - 0" 8' - 0" 1' - 9 3/4"
0' - 11 5/8" 0' - 9 3/4" 12' - 0" 0' - 9 3/4" 1' - 0"

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

POOL AND
SPA
A5.03
1/4" = 1'-0" 1
LEVEL 2 - ENLARGED POOL AND SPA
PLAN
1/4" = 1'-0" 2POOL AND SPA SECTION
1/4" = 1'-0" 3SPA SECTION
1/4" = 1'-0" 4POOL SECTION
Date Issues / Revisions:
16 15 14
G
H
J

14.4 126 SF
OFFICE
1102
74 SF
RESTRM
1101
1305 SF

LEASING
1058
89 SF

COPY/KEY
1105
472 SF

MAIL/PARCEL
1103
499 SF
STAIR 5
1104
3 A5.01
2 A5.01
5 A5.01
A6.42
4 16 15 14
G
H
J

14.4 1305 SF

LEASING
1058
472 SF

MAIL/PARCEL
1103
126 SF
OFFICE
1102
74 SF
RESTRM
1101
5 A5.01
A6.42 2
A6.42
4 RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

LEASING
OFFICE

ENLARGED

PLAN/ RCP
A5.10
1/4" = 1'-0" 2LEVEL 1 - DETAILS RCP
1/4" = 1'-0" 1LEVEL 1 - LEASING OFFICE
Date Issues / Revisions:
10 H
J
K
L
1020 SF

CLUBROOM
3007
A6.42
6 A6.42 5
13 J
K
L
677 SF

FITNESS
3005
145 SF
MEN
3060
132 SF
WOMEN
3059
A6.42
3 10
H
J
K
L
1020 SF

CLUBROOM
3007
A6.42
6 A6.42 5
13 J
K
L
677 SF

FITNESS
3005
145 SF
MEN
3060
132 SF
WOMEN
3059
A6.42
3 --

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

CLUBROOM/

FITNESS

ROOM LEVEL
3 A5.11
1/4" = 1'-0" 3LEVEL 3 - CLUBROOM RCP
1/4" = 1'-0" 4LEVEL 3 - FITNESS ROOM RCP
1/4" = 1'-0" 1LEVEL 3 - CLUBROOM
1/4" = 1'-0" 2LEVEL 3 - FITNESS ROOM
Date Issues / Revisions:
13 J
K
L
3 A4.10
325 SF
YOGA
4005
A6.42
3 13
J
K
L
325 SF
YOGA
4005
A6.42
3 RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

YOGA ROOM
LEVEL 4
A5.121/4" = 1'-0" 1LEVEL 4 - YOGA ROOM
1/4" = 1'-0" 2LEVEL 4 - YOGA ROOM RCP
Date Issues / Revisions:

UP
UP
G
G
G
GGF
F
D
E EEEE
D
D
D
DD
DD
DD
G G
D
L
G
G
UP
I
I I
I
EE
G G
I
G EE

I IH H H H
H
H
H
G
16 15 14
L
M
2 A4.10

14.4 2
A5.40
1:12
D
E
1:12

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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 ROOF
LOUNGE
LEVEL 7
A5.13
1/4" = 1'-0" 1LEVEL 7 - ROOF LOUNGE 1
1/4" = 1'-0" 2LEVEL 7 -ROOF LOUNGE 2
Date Issues / Revisions:

PER OVERALL PLANS
15' - 4"

PER OVERALL PLANS
15' - 1"
BED
CLOSET
BATH
W/D

KITCHEN
DINING
LIVING
16' - 8"
32' - 7"

PER OVERALL PLANS

PER OVERALL PLANS
16' - 8"
16' - 8"

KITCHEN

DINING BED
LIVING
CLOSET
W/D
BATH

PER OVERALL PLANS
37' - 0"

PER OVERALL PLANS

KITCHEN
CLOSET
CLOSET
CLOSET
BATH -1BEDROOM -1
BEDROOM -2
BEDROOM -3

CLOSET CLOSET W/D
BATH -2
DINING
LIVING

BALCONY
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM - SEE
NOTE 11

TELEPHONE OUTLET TELEVISION / CABLE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

UNIT PLANS
A5.20
1/4" = 1'-0" 1PLAN-UNIT ST-01
1/4" = 1'-0" 2UNIT PLAN-ST-02
1/4" = 1'-0" 7PLAN-UNIT 3B-01

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
Date Issues / Revisions:

GENERAL NOTES

XFLOOR PLAN KEY NOTES
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT -UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT
CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "S", NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE.

11. LOCATE THE SMOKE ALARM A MIN. 20 FEET FROM
PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC
907.2.10.8(NFPA 72 29.8.3.4) EXCEPTION 1 - ALLOW IONIZATION SMOKE ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2 - ALLOWS
PHOTOELECTRIC SMOKE GREATER THAN 6 FEET FROM PERMANENTLY

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10 -FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

PERMANENT WIRING(HARD WIRED)
5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT B Y
OWNER. PROVIDE LOUVERED DOOR.
6 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL
7 DISH WASHER UNDER COUNTERTOP
8 30" ELEC. IGNITION GAS RANGE
9 REFRIGERATOR
10 SINK & FAUCET, SEE PLUMBING DWG'S.
11 TOILET - SEE ACCESSIBILITY NOTE # 5.
12 30" DOUBLE SINK WITH CASEWORK
13 BATH TUB. SEE ACCESSIBILITY NOTE # 5.
14 VANITY SINK WITH COUNTERTOP AT 34" MAX. ABOVE FIN ISH FLOOR.
15 SHOWER WITH FRAMELESS DOOR SYSTEM. 36" SHOWER
DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR
WITH 1/2" PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE # 5. PROVIDE A 2" MAX. THRESHOLD AND HAVE A BEVELED OR
SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS
HORIZONTAL.

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCON Y

UNIT PLAN CEILING KEYNOTES

PER OVERALL PLANS
5' - 10" 10' - 7"
4' - 7"

BEDROOM

CLOSET W/D

KITCHEN

BATHROOM
DINING

LIVING BALCONY

PER OVERALL PLANS
6' - 9" 5' - 11" 10' - 5"
4' - 8"
23' - 2"

PER OVERALL PLANS
8' -0" CEILING
LIVING

BEDROOM
DINING

KITCHEN
CLOSET

BATHROOM
W/D

BALCONY
23' - 2"
6' - 6" 5' - 11" 10' - 9"
4' - 8"

PER OVERALL PLANS

BEDROOM
CLOSET
CLOSET
LIVING
DINING

BATHROOM W/D

KITCHEN
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM - SEE
NOTE 11

TELEPHONE OUTLET TELEVISION / CABLE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

UNIT PLANS
A5.21
1/4" = 1'-0" 1PLAN-UNIT 1B-01
1/4" = 1'-0" 2PLAN-UNIT 1B-02
1/4" = 1'-0" 3PLAN-UNIT 1B-03

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
Date Issues / Revisions:

GENERAL NOTES

XFLOOR PLAN KEY NOTES
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT -UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10 -FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCON Y

UNIT PLAN CEILING KEYNOTES

PER OVERALL PLANS
29' - 0"
12' - 4" 6' - 2" 10' - 6"

PER OVERALL PLANS

BEDROOM
CLOSET
LIVING
DINING

KITCHEN
W/D

BATHROOM

BALCONY

PER OVERALL PLANS
23' - 8"
6' - 2" 11' - 4"
4' - 11"

PER OVERALL PLANS
W/D

BATHROOM
CLOSET
CLOSET

KITCHEN

BATHROOM
LIVING
DINING

BALCONY
33' - 4"
32' - 3"
14' - 11"
13' - 11" 6' - 3" 12' - 0"

PER OVERALL PLANS

PER OVERALL PLANS
33' - 4"

BEDROOM
CLOSET
CLOSET

BATHROOM
W/D

BALCONY

KITCHEN
DINING
LIVING
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM - SEE
NOTE 11

TELEPHONE OUTLET TELEVISION / CABLE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

UNIT PLANS
A5.22
1/4" = 1'-0" 1PLAN-UNIT 1B-04
1/4" = 1'-0" 2PLAN-UNIT 1B-05
1/4" = 1'-0" 3PLAN-UNIT 1B-06

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
Date Issues / Revisions:

GENERAL NOTES

XFLOOR PLAN KEY NOTES
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT -UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10 -FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCON Y

UNIT PLAN CEILING KEYNOTES
5' - 11" 10' - 6"

PER OVERALL PLANS
4' - 8"
33' - 6"

PER OVERALL PLANS
36' - 8"
BEDROOM -1
CLOSET
CLOSET
BATH -1KITCHEN
LIVING
DINING

BALCONY
BEDROOM -2
CLOSET
W/D
BATH -2
CLOSET
24' - 7"
8' - 1" 6' - 0" 10' - 6"
4' - 8"
BEDROOM -1
CLOSET
BATH -1
LIVING
DINING
BEDROOM -2
CLOSET
W/D
BATH -2

KITCHEN

BALCONY
9' - 0" 6' - 2" 11' - 5"
26' - 7"
4' - 9"
41' - 8"
41' - 8"
14' - 5"

BALCONY
BEDROOM -1
BATH -1
BATH -2
W/D
CLOSET
CLOSET

KITCHEN
BEDROOM -2
LIVING
DINING
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM - SEE
NOTE 11

TELEPHONE OUTLET TELEVISION / CABLE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

UNIT PLANS
A5.231/4" = 1'-0" 1PLAN-UNIT 2B-01
1/4" = 1'-0" 2PLAN-UNIT 2B-02
1/4" = 1'-0" 3PLAN-UNIT 2B-03

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
Date Issues / Revisions:

GENERAL NOTES

XFLOOR PLAN KEY NOTES
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT -UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10 -FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCON Y

UNIT PLAN CEILING KEYNOTES
14' - 6" 8' - 4"
30' - 3"

PER OVERALL PLANS
22' - 10"
BATH -2
W/D

CLOSET CLOSET
BED
22' - 9"
22' - 9"
25' - 7"

PER OVERALL PLANS
CLOSET
CLOSET
BATH -2
W/D
BED

PER OVERALL PLANS
5' - 6" 17' - 3"
22' - 10"
CLOSET

KITCHEN
DINING

OFFICE/LIVING
BATH -1
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM - SEE
NOTE 11

TELEPHONE OUTLET TELEVISION / CABLE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

UNIT PLANS
A5.241/4" = 1'-0" 2PLAN-UNIT LW-UPPER-01
1/4" = 1'-0" 3PLAN-UNIT LW-UPPER-02
LW -UPPER -01
LW -UPPER -02

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
1/4" = 1'-0" 1PLAN-UNIT LW-01
Date Issues / Revisions:

GENERAL NOTES

XFLOOR PLAN KEY NOTES
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT -UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10 -FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCON Y

UNIT PLAN CEILING KEYNOTES
24' - 0"
8' - 2" 5' - 10" 10' - 0"
24' - 0"
4' - 7"

PER OVERALL PLANS

BEDROOM
CLOSET
W/D

BATHROOM

KITCHEN
DINING
LIVING
24' - 6"
19' - 6"
5' - 10"
7' - 10"
20' - 0"
CLOSET

MEZZANINE

BALCONY
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM - SEE
NOTE 11

TELEPHONE OUTLET TELEVISION / CABLE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

UNIT PLANS
A5.25
1/4" = 1'-0" 1PLAN-UNIT 1L-01 LOWER
1/4" = 1'-0" 2PLAN-UNIT 1L-01 UPPER

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
Date Issues / Revisions:

GENERAL NOTES

XFLOOR PLAN KEY NOTES
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT -UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10 -FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCON Y

UNIT PLAN CEILING KEYNOTES
15 14
M

14.4 1
A5.40
191 SF
STAIR 1
B002
77 SF
ELEV LOBBY 1
B003
2 A5.40
15 14
M

14.4 1
A5.40
191 SF
STAIR 1
2060
164 SF
ELEV LOBBY 1
2061
2 A5.40
15 14 14.4
1 A5.40
154 SF
ELEV LOBBY 1
3057
207 SF
STAIR 1
3056
2 A5.40
15 14
M

14.4 1
A5.40
207 SF
STAIR 1
4056
155 SF
ELEV LOBBY 1
4057
2 A5.40
15 14
M

14.4 1
A5.40
2 A5.40

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

CORE STAIR
AND

ELEVATOR
PLANS
A5.311/4" = 1'-0" 1LEVEL B - CORE 1
1/4" = 1'-0" 3LEVEL 2 - CORE 1
1/4" = 1'-0" 4LEVEL 3 - CORE 1
1/4" = 1'-0" 5LEVEL 4 - 7 CORE 1
1/4" = 1'-0" 2LEVEL 1 - CORE 1
Date Issues / Revisions:

UP
5 M
N
349 SF
STAIR 2
2070
4 A5.40
5 A5.40
M
N
178 SF
STAIR 2
3070
713 SF
UNIT 1B-02
3016
4 A5.40
5 A5.40
5 L
2 A5.41
136 SF
ELEV LOBBY 2
3073
5 J
K
L
2 A5.41
124 SF
ELEV LOBBY 2
B011
5 J
K
L
2 A5.41
5 M
N
4 A5.40
5 A5.40
5 J
K
L
2 A5.41
5 1
A5.41
5 M
N
347 SF
STAIR 2
B006
4 A5.40
5 A5.40

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

STAIR PLAN
A5.32
1/4" = 1'-0" 3LEVEL 2 - STAIR 2
1/4" = 1'-0" 4LEVEL 3 - STAIR 2
1/4" = 1'-0" 5LEVEL 3-7 - ELEVATOR 2
1/4" = 1'-0" 6LEVEL B - ELEVATOR 2
1/4" = 1'-0" 8LEVEL 2 - ELEVATOR 2
1/4" = 1'-0" 2LEVEL 1 - STAIR 2
1/4" = 1'-0" 7LEVEL 1 - ELEVATOR 2
1/4" = 1'-0" 9LEVEL 3-7 - STAIR 2.1
1/4" = 1'-0" 1LEVEL B - STAIR 2
Date Issues / Revisions:
2 B
3 A5.41 198 SF
STAIR-3
B022
2 B
30' - 11 1/2"
10' - 4 3/8"
31' - 0"
10' - 4 3/8" 282 SF
STAIR 3
2079
3' - 4" 26' - 9"
3 A5.41
2 B
3 A5.41
301 SF
STAIR 3
3077
4 A5.41
2 B
3 A5.41
301 SF
STAIR 3
4070
4 A5.41
2 B
3 A5.41

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

STAIR PLAN
A5.33
1/4" = 1'-0" 1LEVEL B - STAIR 3
1/4" = 1'-0" 3LEVEL 2_ STAIR 3
1/4" = 1'-0" 4LEVEL 3 - STAIR 3
1/4" = 1'-0" 5LEVEL 4 -7 STAIR 3
1/4" = 1'-0" 2LEVEL 1 - STAIR 3
Date Issues / Revisions:
14 13
B
3 A5.42 220 SF
STAIR 4
B019
14 13
B
C
3 A5.42
387 SF
STAIR 4
2080
C

14.4 191 SF
STAIR 4
3090
2 A5.42
C

14.4 2
A5.42
14 13
B
3 A5.42
12 11
E
F
1 A5.42
12 11
E
1 A5.42
12 11
1 A5.42
12 1
A5.42

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ENLARGED

STAIR PLAN
A5.34
1/4" = 1'-0" 1LEVEL B - STAIR 4
1/4" = 1'-0" 3LEVEL 2 - STAIR 4
1/4" = 1'-0" 4LEVEL 3 -STAIR 4
1/4" = 1'-0" 5LEVEL 4-7 STAIR 4
1/4" = 1'-0" 2LEVEL 1 - STAIR 4
1/4" = 1'-0" 6LEVEL B - ELEVATOR 4
1/4" = 1'-0" 7LEVEL 1 - ELEVATOR 4
1/4" = 1'-0" 8LEVEL 2 - ELEVATOR 4
1/4" = 1'-0" 9LEVEL 3 - ELEVATOR 4
Date Issues / Revisions:

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
15 14.4
STAIR 1
7054
STAIR 1
B002

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
1 A5.40
ELEV LOBBY 1
3057
ELEV LOBBY 1
6057
ELEV LOBBY 1
5057
ELEV LOBBY 1
4057
ELEV LOBBY 1
2061
ELEV LOBBY 1
1061
ELEV LOBBY 1
B003

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
MN
5 A5.40

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
5 4
A5.40

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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 STAIR

SECTIONS
A5.401/4" = 1'-0" 1STAIR 1 SECTION A
1/4" = 1'-0" 2ELEVATOR 1 SECTION
1/4" = 1'-0" 4STAIR 2 SECTION A
1/4" = 1'-0" 5STAIR 2 SECTION B
Date Issues / Revisions:

LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
5 STAIR 2.1
3071
STOR
3091
STAIR 2.1
4063
STAIR 2.1
7061
STOR
7080
STAIR 2.1
6063
STOR
6083
STAIR 2.1
5063
STOR
5081
STOR
4086

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
5 RESIDENTIAL

PARKING
B001

RESIDENTIAL

PARKING
1096

RESIDENTIAL

PARKING
2065
ELEV LOBBY 2
3073
ELEV LOBBY 2
4065
ELEV LOBBY 2
5065
ELEV LOBBY 2
6065
ELEV LOBBY 2
7063

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
2 STAIR 3
1079
STAIR 3
2079
STAIR-3
B022
STAIR 3
3077
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
2 STAIR 3
3077
STAIR 3
4070
STAIR 3
7069
STAIR 3
6069
STAIR 3
5069

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

STAIR AND

ELEVATOR

SECTION
A5.411/4" = 1'-0" 1STAIR 2.1 SECTION
1/4" = 1'-0" 2CORE 2.1 SECTION A
1/4" = 1'-0" 3STAIR 3 SECTION A
1/4" = 1'-0" 4STAIR 3 SECTION B
Date Issues / Revisions:

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
14 13
387 SF
STAIR 4
2080
220 SF
STAIR 4
1084
220 SF
STAIR 4
B019 LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
12 3
A4.01
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
C

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

STAIR AND

ELEVATOR

SECTION
A5.42
1/4" = 1'-0" 3STAIR 4 SECTION A
1/4" = 1'-0" 1ELEVATOR 4
1/4" = 1'-0" 2STAIR 4 SECTION B
Date Issues / Revisions:
87 N
1 A5.43
11' - 0" 5' - 0" 12' - 0" 5' - 0" 12' - 0"
6' - 3" 1' - 0" 10' - 6 1/4" 28' - 6" 5' - 11 3/4"
2' - 0"
1' - 4 39/128"
0' - 1 1/2"
3' - 4"
0' - 1 1/2"
993 SF

CORRIDOR
3069
730 SF
UNIT 1B-01
3012
693 SF
UNIT 1B-02
3010
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
87 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.

CBA E
Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
SHEET #
SHEET TITLE:
200 N. CABRILLO,
SANTA ANA, CA 92701
ARCHITECT:

CBA D
2 1345
2 1345
PROJECT ADDRESS:

THE MADISON
6 D
6 Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

BUILDING

STAIR PLANS
A5.43
Date Issues / Revisions:
1/4" = 1'-0" 2LEVEL 3 - STAIR 6
1/4" = 1'-0" 1STAIR 6 SECTION

TYPE D - FIRE WALL
A.F.F

TYPE D - UNIT DECK
A.F.F

TYPE G - INTERIOR STAIRS
A.F.F

TYPE G - TRASH ROOM
A.F.F

TYPE G - TRASH VESTIBULE
A.F.F

TYPE G - EXTERIOR RETAIL
A.F.F

TYPE G - BOOSTER PUMP ROOM
A.F.F

TYPE G - GARAGE
A.F.F

TYPE G - POOL DECK
A.F.F

TYPE U - ENTRY
A.F.F

TYPE U - UNIT DECK
A.F.F
6' - 0"
8' - 0"
7' - 0"
8' - 0"
3' - 0"
7' - 0"
3' - 6"
7' - 0"
6' - 0"
7' - 0"
8' - 0"
7' - 0"
3' - 0"
7' - 0"
3' - 6"
7' - 0"
3' - 0"
6' - 8"
6' - 0"
7' - 0"
6' - 0"
7' - 8"
8' - 6"
24' - 5"
3' - 0"
8' - 0"
3' - 0"
7' - 0"
3' - 0"
8' - 0"

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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 DOOR

SCHEDULE
A6.20

DOOR SCHEDULE - COMMON DOORS

NUMBER LOCATION DIMENSION DOOR FRAME FIRE RATING STC RATI NG HARDWARE GROUP

DETAIL REMARKS

WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HEAD JAMB JAMB THRESHOLD 0' - 0" 0' - 0"
D-001 FIRE WALL 6' - 0" 8' - 0"
D-004 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1,16 D-005 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1,16 D-006 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1,16 D-007 EXTERIOR EQUIP 3' - 0" 6' - 8" A HM P-SG HM P-SG NR 6/A-76.41 6/A-76.41 4/A-76.42 1,4,5,16 D-008 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1,16 D-009 TRASH VESTIBULE 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1 D-010 BOOSTER PUMP ROOM 6' - 0" 7' - 0" C HM P-SG HM P-SG NR 6/A-76.41 6/A-76.41 4/A-76.42 4,5,27 D-011 BOOSTER PUMP ROOM 6' - 0" 7' - 8" C HM P-SG HM P-SG NR 6/A-76.41 6/A-76.41 4/A-76.42 4,5,27 D-012 POOL DECK 3' - 0" 8' - 0" Q GL P-SG VN P-SG NR 35 11/A-7 6.42 10/A-76.42 5 G-001 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1,16 G-002 INTERIOR STAIRS 3' - 6" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1,16 G-003 TRASH ROOM 6' - 0" 7' - 0" C HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 1 G-004 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1,16 G-005 TRASH VESTIBULE 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1 G-006 TRASH VESTIBULE 3' - 6" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1 G-007 TRASH ROOM 8' - 0" 7' - 0" C HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 1 G-008 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 M IN 6/A-76.41 6/A-76.41 - 1,16 G-009 TRASH ROOM 8' - 0" 7' - 0" C HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 1 G-010 GARAGE 24' - 5" 8' - 6"

DOOR SCHEDULE - UNITS

NUMBER LOCATION DIMENSION DOOR FRAME FIRE RATING STC RATI NG HARDWARE GROUP

DETAIL REMARKS

WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HEAD JAMB JAMB THRESHOLD U-1 ENTRY 3' - 0" 7' - 0" A HM P-SG HM P-SG 20 MIN 26 2/A-76.4 2 3/A-76.42 1/A-76.42 1,12, 25 U-7 UNIT DECK 7' - 0" 8' - 0" D GL P-SG VN P-SG NR 5
U-10 UNIT DECK 3' - 0" 8' - 0" Q GL P-SG VN P-SG NR 35 11/A-76 .42 10/A-76.42 5 1/4" = 1'-0"

DOOR LEGEND

GENERAL NOTE
A. EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

B. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE.

C. ALL REMOVED (DEMOLISHED) DOORS TO BE RE -USED OR RELOCATED WHEN POSSIBLE. SEE PLAN FOR RELOCATION NOTES. STORE ALL DOORS WITH FRAMES, TRIM AND HARDWARE UNTIL COMPLETION OF THE WORK..

D. A EXIT DOOR(S) SHALL BE A MIN. OF 3' -0" X 7' -0" WITH A MINIMUM SWING OF NINETY (90) DEGRESS.

WIDTH & HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH C.B.C. 1003.3.1 AND 1005.1.

E. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING DOOR FRAME UNITS, SCHEDULED FOR NEW DOORS, LOUVRES, PANELS ETC.

F. ALL NEW DOOR FRAMES TO BE BY 'TIMELY', FINISH AND COLOR TO MATCH EXISTING WITH SQUARE - EDGED TRIM (NOT TAPERED).

G. PAINT ALL FRAMES, UNLESS OTHERWISE NOTED.

H. IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (75MM) FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR.

J. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS (38N) FOR EXTERIOR AND

INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE

REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.72N), PER SECTION 1133B.2.5
K. IN ACCESSIBLE UNIT, SWINGING DOOR OR GATE SURFACES WITHIN 10 INCHES (254 MM) OF THE

FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE.

L. BRAILLE SYMBOLS: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10 INCH (2.54 MM) ON CENTERS IN EACH CELL WITH 2/10 INCH (5.08 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40 INCH (0.635 MM) ABOVE THE BACKGROUND. ALL SIGNS AND IDENTIFICATION SHALL COMPLY WITH TITLE 24, SECTION 1117B.5 -1117B.5.10 M. PROVIDE ROOM SIGNS FOR ALL ROOMS. SEE INTERIOR SIGN PROGRAM BY OTHERS.

N. NOT USED.

O. UNDERCUT DOORS ONLY AS REQUIRED PER MECHANICAL PLANS, OR AS OTHERWISE NOTED.

ACCESSIBILITY NOTES

DOOR SCHEDULE - STOREFRONT DOOR

NUMBER LOCATION

DIMENSION DOOR FRAME

FIRE RATING STC RATING

HARDWARE
GROUP
DETAIL
REMARKS Width Height TYPE MATERIAL FINISH MATERIAL FINISH HEAD JAMB JAMB 2 THRESHOLD S-1 3' - 0" 8' - 0"
Date Issues / Revisions:

TYPE A - SLIDING

TYPE D - DBL FIXED

TYPE E - DBL FIXED

TYPE F - TRIPLE FIXED

TYPE G - SLIDING W/

FIXED BOTTOM

TYPE H - SINGLE FIXED
2' - 6" 3' - 0" 3' - 0" 2' - 6"
8' - 3"
6' - 6"
3' - 6"
6' - 6"
6' - 6"
4' - 6"
8' - 0"
8' - 0" 6' - 6"
8' - 0"
7' - 9"
8' - 0"
8' - 0"
A.F.F
6' - 0"
4' - 6"
A.F.F
8' - 0"
4' - 6"
4' - 6"
8' - 0"
5' - 0"
4' - 6"
8' - 0"
3' - 6"
A.F.F
A.F.F
5' - 0"
6' - 6"
8' - 0"
6' - 0"
6' - 6"
8' - 0"
8' - 0"
7' - 9"
A.F.F
A.F.F
4' - 0"
6' - 6"
8' - 0"
4' - 6"
6' - 6"
8' - 0"
5' - 0"
6' - 6"
8' - 0"
5' - 6"
6' - 6"
8' - 0"
6' - 0"
6' - 6"
8' - 0"
4' - 5"
1' - 0"
7' - 8"
4' - 6"
1' - 6"
8' - 0"
4' - 0"
2' - 0"
8' - 0"
6' - 0"
2' - 0"
8' - 0"
7' - 6"
2' - 0"
8' - 0"
A.F.F
A.F.F
2' - 0"
4' - 6"
8' - 0"
2' - 6"
4' - 6"
8' - 0"
3' - 0"
4' - 6"
8' - 0"
3' - 6"
4' - 6"
8' - 0"
4' - 6"
4' - 6"
8' - 0"
1' - 6"
6' - 6"
8' - 0"
3' - 6"
3' - 6"
3' - 6"
3' - 9"
3' - 6"
3' - 6"
3' - 7"
3' - 7"
3' - 6"
3' - 6"
3' - 6"
3' - 6"
3' - 6"
3' - 6"

SLIDING PANEL
FIXED GLASS. U.N.O.

LEGEND
T

W-X WINDOW TAG

TEMPERED GLASS
1 1.1
5' - 0"
4' - 6"
8' - 0"

1.2 2
3 3.1 3.2 3.3 3.4 3.5
4 4.1
5 5.1 5.2 5.4

5.6 7' - 0"
6' - 6"
8' - 0"
3' - 6"

5.8 5' - 4"
7' - 9"
3' - 6"
6' - 0"
7' - 9"
8' - 0"

5.7 5.9

5.3 5.5
5' - 6"
7' - 9"
8' - 0"
3' - 6"
3' - 6"
6 6.1 6.2 6.3 6.4

6.5 6.6 6.7 6.8 6.9 6.10

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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 WINDOW

SCHEDULE
A6.30
1/4" = 1'-0"

WINDOW TYPE

WINDOW SCHEDULE
WINDOW

NUMBER WINDOW DESCRIPTION

DIMENTIONS

COMMENTS

WINDOW FRAME SPECS DETAILS

REMARKS WIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH
STC
RATING

HARDWAR

E GROUP HEAD JAMB SILL
1 TYPE A - SLIDING 4' - 6" 4' - 6" SLIDER GL

1.1 TYPE A - SLIDING 5' - 0" 4' - 6" SLIDER GL

1.2 TYPE A - SLIDING 6' - 0" 4' - 6" SLIDER GL
2 TYPE D - DBL FIXED 5' - 0" 8' - 0" CASEMENT GL
3 TYPE E - DBL FIXED 2' - 6" 6' - 6" CASEMENT GL <varies> <varies> <varies> <varies>

3.1 TYPE E - DBL FIXED 2' - 6" 7' - 9" CASEMENT GL

3.2 TYPE E - DBL FIXED 3' - 0" 6' - 6" CASEMENT GL

3.3 TYPE E - DBL FIXED 3' - 0" 8' - 3" CASEMENT GL

3.4 TYPE E - DBL FIXED 3' - 6" 6' - 6" CASEMENT GL

3.5 TYPE E - DBL FIXED 4' - 6" 6' - 6" CASEMENT GL
4 TYPE F - TRIPLE FIXED 5' - 0" 6' - 6" FIXED GL

4.1 TYPE F - TRIPLE FIXED 6' - 0" 6' - 6" FIXED GL
5 TYPE G - SLIDING W/

FIXED BOTTOM
4' - 0" 6' - 6" CASEMENT GL

5.1 TYPE G - SLIDING W/

FIXED BOTTOM
4' - 6" 6' - 6" CASEMENT GL

5.2 TYPE G - SLIDING W/

FIXED BOTTOM
5' - 0" 6' - 6" CASEMENT GL

5.3 TYPE G - SLIDING W/

FIXED BOTTOM
5' - 4" 7' - 9" CASEMENT GL

5.4 TYPE G - SLIDING W/

FIXED BOTTOM
5' - 6" 6' - 6" CASEMENT GL

5.5 TYPE G - SLIDING W/

FIXED BOTTOM
5' - 6" 7' - 9" CASEMENT GL

5.6 TYPE G - SLIDING W/

FIXED BOTTOM
6' - 0" 6' - 6" CASEMENT GL <varies> <varies> <varies> <va ries>

5.7 TYPE G - SLIDING W/

FIXED BOTTOM
6' - 0" 7' - 9" CASEMENT GL

5.9 TYPE G - SLIDING W/

FIXED BOTTOM
8' - 0" 7' - 9" CASEMENT GL
6 TYPE H - SINGLE FIXED 4' - 5" 1' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.1 TYPE H - SINGLE FIXED 1' - 6" 6' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.2 TYPE H - SINGLE FIXED 2' - 0" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.3 TYPE H - SINGLE FIXED 2' - 6" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.4 TYPE H - SINGLE FIXED 3' - 0" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.5 TYPE H - SINGLE FIXED 3' - 6" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.6 TYPE H - SINGLE FIXED 4' - 0" 2' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.7 TYPE H - SINGLE FIXED 4' - 6" 1' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.8 TYPE H - SINGLE FIXED 4' - 6" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.9 TYPE H - SINGLE FIXED 6' - 0" 2' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.10 TYPE H - SINGLE FIXED 7' - 6" 2' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6 Grand total: 721
A. PROVIDE TEMPERED GLAZING PER CBC 2406.4:

1. WITHIN 24" OF A DOORWAY AND LESS THAN 60" ABOVE A WALKWAY SHALL BE SAFETY GLAZING.

2. WITHIN 60" VERTICALLY AND 36" HORIZONTALLY OF STAIRWAYS AND LANDINGS.

3. ALL GLAZING LESS THAN 60" ABOVE A SHOWER OR TUB FLOOR AND WITHIN 60" HORIZONTALLY FROM FIXTURE'S WATER EDGE.

B. MAXIMUM REACH FOR WINDOW LOCKS ALLOWED FOR A PARALLEL APPROACH IS 54".

C. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING WINDOW FRAME UNITS, SCHEDULED FOR NEW WINDOWS, LOUVRES, PANELS ETC.

GENERAL NOTE
Date Issues / Revisions:
9'-2 1/2" 7'-10" 2'-6" 14'-7 1/2" 6'-2" 5'-9"
3'-6"
10'-0"

GLASS PANEL
8'-1"
1'-6"
15'-0"
46'-1"
EQ EQ
14'-0" 14'-0" 2'-6" 15'-2" 12'-2 3/4"
3'-6"
10'-0"

GLASS PANEL
15'-0"
57'-10 3/4"
3' - 6"
10' - 0"
8' - 1"
1' - 11"
3' - 6"
1' - 6"
4' - 7" 6' - 3"
10' - 10"
15' - 0"
1' - 6"
15' - 0"
3' - 1" 3' - 2"
1' - 11"
3' - 5"
1' - 7"
6' - 3" 2' - 6" 14' - 1"
22' - 10"
10'-5" 9'-1"
3'-0" 5'-11"
2' - 4 1/4"
24' - 4 1/4"
1'-6"
3'-6"
2'-0"
2'-6" 18'-10" 3'-3"
1'-6"
3'-6"
1'-11"
3'-6"
1'-6"
22'-1"
3'-3" 2'-0 1/2" 3'-3" 18'-10"
27'-4 1/2"
1'-6"
3'-6"
1'-11"
18'-10" 3'-3"
1'-6"
3'-6"
1'-11"
3'-6"
1'-6"
22'-1"
1'-6"
3'-6"
1'-11"
5'-11" 5'-10" 3'-2" 9'-11" 3'-0"
27'-10"
EQ EQ
26'-3 1/4"
5'-0 1/2" 6' - 2" 5'-0 1/4" 5'-0 1/4" 5'-0 1/4"
3'-6"
1'-6"
EQ EQ

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

STOREFRONT

SCHEDULES
A6.41
1/4" = 1'-0" 1S-1
1/4" = 1'-0" 2S-2
1/4" = 1'-0" 3S-3
1/4" = 1'-0" 4S-4
1/4" = 1'-0" 5S-5
1/4" = 1'-0" 6S-6
1/4" = 1'-0" 7S-7
1/4" = 1'-0" 8S-8
1/4" = 1'-0" 9S-91/4" = 1'-0" 10S-10
Date Issues / Revisions:
10'-4 3/4" 10'-4 3/4" 10'-4 3/4" 2'-6" 10'-3" 10'-3" 2'-6" 14'-11 1/2" 1'-6"
3'-6"
10'-0"
71'-8"
15'-0"
3'-5 1/2" 3'-4 1/2" 6'-2" 3'-4 3/4" 3'-5 1/2"
EQ EQ
8'-2"
19'-10 1/4"
8' - 0"
16' - 0 217/256"
4'-0 1/4" 4'-0 1/4" 4'-0 1/4" 4'-0 1/4"
5'-1"
4'-7"
9'-8"
13'-6"
28'-0"

EQ EQ EQ EQ EQ EQ
4'-6"
6'-6"
11'-0"
14'-8"
4' - 9"
0' - 6"
14' - 6"
3' - 3" 6' - 3"
1' - 7"
7' - 8"
EQ EQ
9' - 6"
4'-3" 4'-3" 4'-3"
12'-9 1/4"
4'-8"
6'-6"
15'-0"
3'-10"
3'-0"
8'-2"

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

STOREFRONT

SCHEDULES
A6.42
1/4" = 1'-0" 1S-11
1/4" = 1'-0" 2S-12
1/4" = 1'-0" 4S-13
1/4" = 1'-0" 3S-14
1/4" = 1'-0" 5S-16
1/4" = 1'-0" 6S-17
1/4" = 1'-0" 8S-18
1/4" = 1'-0" 7S-19
A.F.F
A.F.F
Date Issues / Revisions:

1. ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPES, CONDUITS, CONTROLS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS

SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND THE OPENING.

2. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH. IF

STRUCTURAL PANELS ARE REQUIRED ON A WALL PLANE, THE ENTIRE WALL PLANE SHALL BE FURRED OR FINISHED FLUSH.

3. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK -UP PLATES, AND

SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS,

TOILET ACCESSORIES, PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISC.. EQUIPMENT

4. AT A MIN. FIRE AND DRAFT STOPS SHALL BE PROVIDED THROUGHOUT AS REQUIRED PER CURRENT BUILDING CODES. SEE NOTES THIS SHEET.

5. AT A MIN. FIRE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED ASSEMBLIES IN COMPLIANCE WITH CURRENT BUILDING CODES. SEE NOTES THIS SHEET.

6. PLASTIC PIPE PENETRATION IN ACOUSTICAL PARTY FLOOR -CEILING OR WALL ASSEMBLIES ARE PROHIBITED (UNLESS ALLOWED BY LISTED ASSEMBLY.) PLASTIC PIPES AND PLASTIC BOXES (EXCEPT UL FIRE RATED BOXES) SHALL NOT PENETRATE FIRE RATED WALLS, FLOORS, CEILINGS.

NEC 300.21, CBC 714.

7. FURNISH AND INSTALL ACCESS DOORS, FIRE DAMPERS, ETC. IN CEILING AND WALL

CONSTRUCTION LOCATED AS REQUIRED BY INSTALLATION OF MECHANICAL, PLUMBING, AND ELECTRICAL WORK AND AS APPROVED BY THE ARCHITECT. PROVIDE REQUIRED FIRE RATED ASSEMBLIES IN FIRE RATED WALLS AND CEILINGS.

8. CONTACT BETWEEN DISSIMILAR METALS SHALL BE PROTECTED AT ALL LOCATIONS W/

UNDERLAYMENT, BITUMINOUS PAINT, NEOPRENE WASHERS OR ANOTHER NON -CONDUCTING MATERIAL.

9. PROVIDE INSULATION PER SCHEDULE AND CONFORMING TO ASTM C 665 -98 TYPE III - BLANKETS W/ A REFLECTIVE VAPOR -RETARDED ON PRINCIPAL SIDE. FIRE RESISTANCE RATED WHERE EXPOSED IN THE EXTERIOR WALL OR AT THE CEILING PLENUM.

10. ROOFING SYSTEM SHALL BEAR U.L. LISTING AS A CLASS "A" SYSTEM. ALL MANUFACTURED MATERIALS USED SHALL BEAR THE APPROPRIATE U.L. LABEL.

11. CONTRACTOR SHALL PROVIDE ALL CONCRETE HOUSEKEEPING PADS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, AS REQUIRED.

12. ALL CONSTRUCTION SHALL COMPLY WITH ACOUSTICAL REQUIREMENTS NOTED ON THIS

SHEET AND ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS UNIT TO UNIT WALL AND FLOOR/CEILING ASSEMBLIES SHALL MEET A MINIMUM STC AND IIC SOUND RATING OF 50.

REFERENCE INDIVIDUAL WALL AND FLOOR CEILING ASSEMBLIES NOTED IN THESE DRAWINGS.

13. ALL ROOF PIPE PENETRATIONS TO BE ROUND.

1. PARTY WALL AND DIVISION WALL FRAMING REQUIREMENTS:

A. STUDS SHALL NOT OVERRIDE PLATES OF PARTY OR DIVISION WALLS. KNOT HOLES, WARPED

LUMBER, SPLINTERED WOOD, SPLICES, CHIPS AND SAWCUTS SHALL NOT BE PERMITTED AT VERTICAL OR HORIZONTAL PARTY WALL CONNECTIONS.

B. FRAMING AT BUILT -UP CORNERS AND JOISTS TO WALL CONNECTIONS ALONG PARTY WALLS SHALL FIT TIGHTLY WITHOUT AIR GAPS. SPECIAL CARE SHALL BE TAKEN SO THAT DRY WALL NAILER BLOCKING MEETS THIS CONDITION BETWEEN JOISTS.

C. CONCRETE POUR MATERIAL SHALL NOT FLOW ONTO PARTY WALL SOLE PLATES. CONCRETE SHALL NOT BE POURED ONTO OR INTO PARTY WALL SEPARATION CAVITIES BETWEEN PLATES.

D. REFER TO INSULATION SCHEDULE FOR ACOUSTIC INSULATION REQUIREMENTS. ALL WALL INSULATION SHALL BE SNUGLY FITTED AND/OR STAPLED BETWEEN STUDS.

E. GYPSUM WALLBOARD SHALL CONTINUE TO THE ROOF LINE ON ONE SIDE OF THE WALL TO AVOID FLANKING OF SOUND THROUGH THE ATTIC SPACE. GYPSUM WALLBOARD SHALL BE INSTALLED TO MAINTAIN A 1/4" GAP AT ALL PARTY OR DIVISION WALL PERIMETERS AND FILL THE GAP WITH PERMANENTLY NON -HARDENING FIRE RATED ACOUSTICAL SEALANT IN TUBE.

F. WHERE TWO LAYERS OF GYPSUM WALLBOARD ARE REQUIRED ON ONE SIDE OF A COMMON WALL,

THE JOINTS BETWEEN THE SECOND LAYER OF WALLBOARD MUST BE STAGGERED WITH RESPECT TO THE JOINTS OF THE FIRST LAYER. I.E., THE JOINTS MUST NOT OVERLAP.

G. NO MATERIALS SHALL BE ALLOWED IN THE AIR SPACE BETWEEN THE DOUBLE STUD ASSEMBLY AT DEMISING WALLS. NO GUSSETS ACROSS THE STUDS THAT ARE STEEL, WOOD OR ANY OTHER HARD MATERIAL.

H. THE ATTACHMENT OF THE GYPSUM BOARD TO THE STUDS, RESILIENT CHANNEL OR ANY OTHER SURFACE MUST USE THE MINIMUM NUMBER OF SCREWS. SCREWS THAT ARE NOT REQUIRED SHOULD BE REMOVED.

2. FLOOR/CEILING REQUIREMENTS:

A. REFER TO INSULATION SCHEDULE FOR ACOUSTIC INSULATION REQUIREMENTS. ALL FLOOR/CEILING INSULATION SHALL BE SNUGLY FITTED AND/OR STAPLED BETWEEN JOISTS.

B. GYPSUM WALLBOARD AT FLOOR CEILING ASSEMBLIES SHALL BE INSTALLED TO MAINTAIN A 1/4" GAP AT PERIMETERS. FILL GAP WITH PERMANENTLY NON -HARDENING FIRE RATED ACOUSTICAL SEALANT IN TUBE.

C. SEALANT FOR ALL FLOOR/CEILING ASSEMBLIES SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS.

D. RESILIENT CHANNELS(WHERE USED)SHALL NOT BE OVERLAPPED OR BUTTED AGAINST EACH OTHER OR TO A WALL.

E. WALLS SHALL BE INSTALLED BEFORE THE RESILIENT CHANNELS TO ENSURE THAT THE CHANNELS

REMAIN TO THE OUTSIDE OF THE WALL TO ALLOW THE CEILING TO 'FLOAT' OR MOVE VERTICALLY WITHOUT HINDRANCE.

3. SEALANT:

A. THE INTENT OF THESE RECOMMENDATIONS IS TO INSURE THAT AN AIR TIGHT COMMON PARTITION CONSTRUCTION IS MAINTAINED. A 1 SQ. IN. HOLE, CRACK OR GAP IN A 100 SQ. FT. WALL WILL REDUCE THE STC RATING BY 10 POINTS AS COMPARED TO THE SAME WALL WITH AN AIR TIGHT CONSTRUCTION.

THUS, THE IMPORTANCE OF PERFORMING CAULKING AND SEALING COMPLETELY AND PRECISELY CANNOT BE OVEREMPHASIZED.

B. ACOUSTICAL SEALANT SHALL BE NON -SKINNING, NON -HARDENING, PERMANENTLY FLEXIBLE SEALANT SPECIFICALLY DESIGNED FOR SEALING GYPSUM WALLBOARD (ASTM C919). SEALANT SHALL BE CAPABLE OF SPANNING 1/2" WIDE BY 3/8" DEEP GAPS. ACCEPTABLE PRODUCTS INCLUDE; TREMCO OR USG SEALANT (OR APPROVED EQUAL). SEALANT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS.

C. IF MULTIPLE LAYERS OF WALLBOARD ARE APPLIED TO A WALL SURFACE. THE GAP AT THE

PERIMETER MUST BE INSTALLED AT EACH LAYER, BUT SEALANT IS ONLY REQUIRED AT THE OUTER LAYER.

D. AT ALL PENETRATIONS IN COMMON WALLS OR COMMON CEILINGS FOR SUCH ITEMS AS ELECTRICAL BOXES, LIGHT FIXTURES, PLUMBING LINES, ETC.., LEAVE A 3/16" TO 1/4" GAP IN THE WALLBOARD AROUND THE FIXTURE AND THEN FILL THE GAP ACOUSTICAL SEALANT. IN ADDITION, THE BACKS OF

ALL ELECTRICAL BOXES, TELEPHONE BOXES, MEDICINE CABINETS, AND OTHER THIN WALLED ITEMS

INSET INTO A COMMON WALL MUST BE COVERED WITH AN AIRTIGHT GYPSUM WALLBOARD HOUSING OR WITH HEAVY MASTIC MATERIAL SUCH AS LOWRY PADS.

4. RESILIENT CHANNEL ASSEMBLIES:

A. RESILIENT CHANNELS SHALL BE CLARK DIETRICH RCSD, NO SUBSTITUTIONS. USE THE LIGHTEST

GAUGE CHANNELS ALLOWABLE, HOWEVER PRIMARY CONSIDERATION SHALL BE TO BOTH STRUCTURAL AND FIRE RESISTIVE REQUIREMENTS. DO NOT USE "DOUBLE -LEG" RESILIENT CHANNELS.

CONTRACTOR SHALL CLEARLY MARK JOIST LOCATIONS SUCH THAT SCREWING PATTERNS CAN BE SHOWN TO NOT INTERSECT JOIST LOCATIONS.

B. ATTACHING CHANNELS: ORIENT CHANNELS PERPENDICULAR TO FRAMING AND WITH FLANGES FACING IN ONLY ONE DIRECTION. ATTACH CHANNELS AT SPACINGS AND WITH FASTENERS DENOTED IN THE FIRE TEST ASSEMBLY. USE THE PRE -DRILLED MOUNTING HOLES IN THE CHANNELS FOR ATTACHMENT TO THE STUDS OR JOISTS. LOCATE CHANNELS A MAXIMUM OF 3" AND HOLD BACK ENDS 1/2" FROM INTERSECTING SURFACES. PROVIDE SUFFICIENT FRAMING SO CHANNELS ARE NOT CANTILEVERED GREATER THAN 6". CHANNELS MUST NOT CROSS EACH OTHER UNDER ANY CIRCUMSTANCE. CHANNELS MAY ONLY BE OVERLAPPED AT SPLICES. SPLICE CHANNELS ONLY AT FRAMING WITH A MAXIMUM OVERLAP OF 1.5" AND SCREW ATTACH THROUGH BOTH FLANGES.

C. ATTACHING GYPSUM WALLBOARD: APPLY GYPSUM WALLBOARD AT A MAXIMUM PRACTICAL LENGTH WITH THE LONG EDGE PARALLEL WITH AND CENTERED ON CHANNELS. FASTEN GYPSUM WALLBOARD AT SPACINGS AND WITH FASTENERS DENOTED IN THE FIRE TEST ASSEMBLY. NAILING RESILIENT CHANNELS IS NOT PERMITTED. FASTENERS SHALL ONLY BE ATTACHED TO THE CHANNELS AND NOT THE FRAMING. INSTALL GYPSUM WALLBOARD TO ALLOW FOR A 1/4" GAP FROM INTERSECTING SURFACES. WHEN CONSTRUCTION OF MULTIPLE LAYERS OF GYPSUM WALLBOARD IS INDICATED, APPLY THE FACE LAYER WITH THE LONG EDGE JOINTS OFFSET BY 24" AND THE SHORT EDGE JOINTS OFFSET BY 48" FROM THE BASE LAYER. ADDITIONALLY, OFFSET THE FACE LAYER SCREW PATTERN 6" FROM THE BASE LAYERS SCREWS ALONG THE CHANNELS.

D. SEALANT: SEAL ALL PERIMETER JOINTS OF RESILIENT ASSEMBLIES AIRTIGHT WITH APPROVED ACOUSTICAL SEALANT.

E. BASEBOARD AND TRIM: DO NOT RIGIDLY ATTACH BASEBOARD OR OTHER FINISH TRIM TO UNDERLYING FRAMING THROUGH RESILIENT ASSEMBLIES. SCREW ATTACH BASEBOARD OR OTHER FINISH TRIM TO RESILIENT CHANNELS. ADHERING FINISH TRIM IS AN ACCEPTABLE ALTERNATIVE.

F. CONTRACTOR SHALL CLEARLY MARK JOIST LOCATIONS SUCH THAT SCREWING PATTERNS CAN BE SHOWN TO NOT INTERSECT JOIST LOCATIONS.

5. PLUMBING:

A. IN ORDER TO MINIMIZE OR ELIMINATE FLOW NOISE AT ALL WATER, WASTE, DRAIN AND REFRIGERANT PIPING CONTRACTOR IS TO PROVIDE VIBRATION ISOLATION. i) SUPPLY PIPING 1" DIAMETER OR SMALLER SHALL BE INSTALLED WITH ISOLATOR HOLDERS AND GUIDES.
ii) SUPPLY AND WASTE PIPING MORE THAN 1" IN DIAMETER SHALL BE INSTALLED WITH PILE ISOLATORS iv) REFRIGERANT LINES SHALL BE ISOLATED BY INSULATING THE ENTIRE LENGTH OF THE LINE WITH A MINIMUM OF 1/2" "ARMAFLEX" (OR APPROVED EQUAL). PLACE CLAMPS OVER THE INSULATION WHEN

ATTACHING TO THE STRUCTURE SO THAT THERE IS NO DIRECT CONTACT BETWEEN THE PIPING AND THE STRUCTURE. MAINTAIN A 2" CLEARANCE BETWEEN THE REFRIGERANT LINES AND THE GYPSUM WALLBOARD.

B. PIPING THROUGH BEDROOMS, LIVING ROOMS AND DINING ROOMS SHALL BE INSTALLED TO MAINTAIN A 2" MINIMUM CLEARANCE FROM GYPSUM WALLBOARD. SUPPLY PIPING ROUTED DIRECTLY ACROSS PARTY WALLS SHALL NOT BE PERMITTED. IN NO CASE SHALL THE PLUMBING PIPING OF ONE DWELLING UNIT BE CLOSER THAN 1" FROM ANOTHER DWELLING UNIT.

C. AT A MIN. PROVIDE PIPING SUPPORT PER PLUMBING CODE (SEE PLUMBING DRAWINGS). THE

PLUMBING PIPING, PIPE CONNECTIONS, PIPE HANGERS, OR VALVES, SHALL NOT MAKE

CONTACT WITH ANY PART OF THE SURROUNDING STRUCTURE, JOISTS, STUDS, WALLBOARD OR OTHER PIPES. PIPING AND/OR DUCTING WITHIN FLOOR/CEILING ASSEMBLIES SHALL BE SUPPORTED FROM THE JOISTS AND COMPLETELY ISOLATED FROM THE CEILING.

D. IN OTHERWISE UN -INSULATED STUD BAY OR JOIST CAVITY CONTAINING PIPING INSTALL A MINIMUM OF 3 1/2" ACOUSTIC BATT INSULATION OR OTHER SOUND ABSORPTIVE MATERIAL.

E. WATER PRESSURE CONTROL; GENERAL CONTRACTOR TO CONFIRM THAT WATER SUPPLY PIPING INSTALLED WILL MAINTAIN A MAXIMUM WATER FLOW RATE OF 8 FEET PER SECOND IN 1/2" AND 3/4" DIAMETER BRANCH LINES. FOR LARGER LINES THE MAXIMUM FLOW RATE SHALL BE 5 FEET PER SECOND. MAINTAIN A MAXIMUM OF 50 PSI WATER PRESSURE AT PLUMBING FIXTURES, CONSISTENT WITH ADEQUATE FLOW RATES.

F. ACOUSTICAL (FIRE STOPPING) SEALANT SHALL BE INSTALLED AT ALL PIPE PENETRATIONS AS DESCRIBED ABOVE.

G. FOR ADDITIONAL INFORMATION, SEE ACOUSTICAL REPORT "APPENDIX C" H. ROUTING OF SERVICES IN ANY UNIT SHALL BE COMPLETED TO AVOID AREAS OF ACOUSTIC SENSITIVITY INCLUDING BEDROOMS, LIVING ROOMS AND DINING ROOMS. IF SERVICES ARE

INSTALLED AND CAN BE RE -ROUTED IN A MANNER TO AVOID SENSITIVE LOCATIONS, THIS MAY BE REQUESTED AND REQUIRED.

J. NO PLUMBING MANIFOLDS, IF EMPLOYED, SHALL BE INSTALLED IN OR ABOVE ACOUSTICALLY SENSITIVE SPACE.

K. GENERAL. THERE SHOULD BE NO CONTACT BETWEEN THE PIPING FOR THE BUILDING AND OTHER SYSTEMS OR EACH OTHER. IF CONTACT IS UNAVOIDABLE, THEN THE CONTRACTOR SHOULD USE 1/4" FELT EQUAL TO HUBBARD HOLDRITE FELT 100.

L. AT WASTE PIPING, ALL WILL BE ISOLATED FROM THE STRUCTURE USING A MINIMUM OF 1/4" MATERIAL AND EQUIVALENT TO HUBBARD HOLDRITE SILENCER SERIES FELT 100. THE FELT WILL NOT BE CRUSHED. IF VERTICAL SUPPORT IS REQUIRED, NEOPRENE PADS WILL BE USED AT CLAMP LOCATIONS. THESE SHALL BE EQUAL TO HUBBARD HOLDRITE SILENCER SERIES 276.

M. ALL SUPPLY PIPING SHALL BE ACOUSTICALLY VIBRATION ISOLATED FROM THE STRUCTURE USING HUBBARD HOLDRITE SILENCER SERIES FELT 100 OR EQUAL. THE FELT WILL NOT BE CRUSHED. IF VERTICAL SUPPORT IS REQUIRED, NEOPRENE PADS WILL BE USED AT CLAMP LOCATIONS. THESE SHALL BE EQUAL TO HUBBARD HOLDRITE SILENCER SERIES 276.

N. ALL EQUIPMENT AND PIPING SHALL BE ISOLATED FROM THE STRUCTURE. PUMPS WILL BE ISOLATED WITH A SPRING HAVING 1" MINIMUM STATIC DEFLECTION AND EQUAL TO MASON INDUSTRIES. MAIN PIPES WILL BE ISOLATED USING HUBBARD HOLRITE SILENCER SERIES ISOLATORS EXCLUDING FLET.

6. MECHANICAL:

A. WHEN LOCATED OVER DWELLING UNIT, MOUNT ROOFTOP CONDENSING EQUIPMENT ON NEOPRENE PADS (MASON INDUSTRIES TYPE SUPER W HAVING 0.06" OF STATIC DEFLECTION) OVER 3" MINIMUM LIGHTWEIGHT CONCRETE. IF UNITS ARE LOCATED ABOVE BEDROOM OR LIVING ROOMS, ISOLATOR SHALL BE 1" DEFLECTION STEEL SPRING EQUAL TO MASON SLR AND THE CEILING IN THE UNIT CEILING SHALL INCLUDE INSTALLATION OF RESILIENT CHANNEL. USE

SLACK CABLE RESTRAINTS OR SEPARATE SEISMIC SNUBBERS TO LIMIT HORIZONTAL MOVEMENT. MECHANICAL CONTRACTOR SHALL CONSULT AN INDEPENDENT STRUCTURAL ENGINEER FOR APPROPRIATE SEISMIC RESTRAINT SYSTEM DESIGN. ROOFTOP EQUIPMENT SHALL BE INSTALLED ON CONCRETE HOUSEKEEPING PADS.

B. INSTALL SUSPENDED MECHANICAL UNITS SUCH AS FAN/COIL OR IN -LINE FANS ON A MINIMUM OF 1" STATIC DEFLECTION SPRING HANGERS SUCH AS MASON TYPE 30N (OR APPROVED EQUAL). DO NOT ALLOW DIRECT CONTACT BETWEEN THE MECHANICAL UNIT AND THE STRUCTURE OR OTHER ADJACENT UTILITIES. MAINTAIN A MINIMUM OF 2" CLEARANCE BETWEEN THE REFRIGERANT LINES AND GYPSUM WALLBOARD SURFACES.

C. AT A MIN. PROVIDE BATHROOM EXHAUST FANS WITH A NOISE RATING LOWER THAN 1.5 SONES. NOTE THAT FAN SOUND RATINGS TYPICALLY ASSUME 10 FEET OF STRAIGHT DUCT ATTACHED TO THE FAN. WHERE CONDITIONS VARY FROM THIS ASSUMPTION, PROVIDE FANS WITH LOWER SOUND RATINGS. MANY BATHROOM FANS ARE AVAILABLE WITH SOUND RATINGS BELOW 1.0 SONE. BATHROOM FAN HOUSINGS WHICH ARE MOUNTED WITHIN A SEPARATION ASSEMBLY SHALL BE BOXED IN WITH 5/8" GYPSUM BOARD, SEALED AIR TIGHT AND SURROUNDED WITH FIBERGLASS OR EQUIVALENT SOUND ABSORPTIVE MATERIAL.

D. AT INSIDE OF RESIDENTIAL UNITS, GRILLS, REGISTERS AND DIFFUSERS SHOULD HAVE A RATING NO GREATER THAN NC 30.

7. ELECTRICAL:

A. CONVENIENCE OUTLETS IN OPPOSITE FACES OF PARTY OR DIVISION WALLS SHALL BE INSULATED AS FOLLOWS:
i) ELECTRICAL BOXES (SWITCHES, OUTLETS, WALL FIXTURES, ETC., IN OPPOSITE FACES OF PARTY OR DIVISION WALLS SHALL BE SEPARATED HORIZONTALLY BY NOT LESS THAN 24 INCHES (I.E., IN DIFFERENT STUD BAYS). IN THE EVENT IT IS NOT PRACTICAL OR POSSIBLE TO

PLACE OUTLETS IN DIFFERENT STUD BAYS, THEY SHALL BE SEPARATED FROM EACH OTHER

AS MUCH AS POSSIBLE AND IN NO CASE SHALL THERE BE PHYSICAL CONTACT BETWEEN THE TWO ELECTRICAL BOXES. HOWEVER, THE FOLLOWING ITEMS ARE APPLICABLE IN ALL CASES. ii) MASTIC SEALER (LOWRY PADS OR APPROVED EQUAL) SHALL BE WRAPPED AROUND BACK SIDES, TOP AND BOTTOM OF ALL ELECTRICAL BOXES IN PARTY WALLS. iii) ELECTRICAL BOXES SHALL BE BACKED BY R -11 FIBERGLASS AS NEEDED TO COMPLETELY FILL THE STUD BAY.
iv) KNOCKOUT PLATES ON ELECTRICAL BOXES IN PARTY OR DIVISION WALLS SHALL NOT BE BENT OR REMOVED WHERE CONDUITS ARE NOT CONNECTED TO THE BOX.

B. RECESSED LIGHT FIXTURES IN CEILINGS SHALL HAVE NO VENTILATION HOLES. JUNCTION

BOXES IN CEILINGS SHALL BE WRAPPED AROUND BACK AND SIDES WITH LOWRY PADS (OR APPROVED EQUAL)AND SEALED AIRTIGHT WITH ACOUSTICAL SEALANT.

8. KITCHENS, BATHROOMS AND LAUNDRY ROOMS:

A. THE PARTY WALL BEHIND A TUB AND/OR SHOWER ASSEMBLY SHALL BE CONSTRUCTED CONSISTENT WITH THE PARTY WALL SPECIFICATIONS. GYPSUM WALLBOARD SHALL BE INSTALLED BEHIND ALL TUBS AND/OR SHOWERS WHICH ARE ADJACENT TO PARTY WALLS.

B. VOIDS BETWEEN THE WALL, FLOOR AND TUB/SHOWER UNITS SHALL BE COMPLETELY FILLED WITH A FIBERGLASS INSULATION OR EQUIVALENT SOUND ABSORPTIVE MATERIAL.

C. FLEXIBLE HOSE COUPLINGS FOR INLET AND OUTLET WATER CONNECTIONS ON THE DISHWASHER SHALL BE INSTALLED SO THAT NO RIGID CONNECTION EXISTS.

9. FLOOR COVERINGS:

A. IF A RESILIENT VINYL FLOOR COVERING IS USED, A DURABLE BRAND OF VINYL MEETING RESILIENT FLOOR COVERING COMMITTEE F6 AT THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) REQUIREMENTS SHALL BE PROVIDED.

B. REFER TO FINISH SCHEDULE FOR SPECIFICATION OF ACOUSTIC UNDERLAYMENTS AT TILE FLOORING ASSEMBLIES.

1. DESIGN OF WALL CONSTRUCTION WOULD BE TYPICALLY DOUBLE STUD AND EQUAL TO THE DEMISING WALL, MINIMUM.

2. VIBRATION ISOLATION OF THE HYDRAULIC PUMP SHOULD BE INCLUDED, WHICH SHOULD BE 1 INCH STATIC DEFLECTION SPRINGS EQUAL TO MASON INDUSTRIES TYPE SLR.

3. THE SOUND LEVEL OF THE ELEVATOR EQUIPMENT (INCLUDING THE PUMP) IN ANY ELEVATOR EQUIPMENT ROOM SHOULD BE NO GREATER THE 70 dBA

4. THE ENTRY DOOR ASSEMBLY TO ANY ELEVATOR EQUIPMENT ROOM SHOULD STC 33. THIS IS NOT REQUIRED WHEN THE ELEVATOR EQUIPMENT ROOMS ARE IN THE GARAGE.

5. THE ROLLER GUIDE ASSEMBLIES SHOULD BE RESILLIENT AND SIMILAR TO ELSCO MODEL C.

6. IF HYDRAULIC ELEVATORS ARE INSTALLED, THEN A MUFFLER SHOULD BE INSTALLED EQUAL TO A MCLEAN THE SUPPRESSOR.

7. THE ALIGNMENT OF THE RAILS SHOULD BE SMOOTH AND SHOULD BE REQUIRED TO BE 1/16 INCH.

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. GEN-3
-FIRE BLOCKS
REQUIRED LOCATIONS:

1. CONCEALED SPACES OF WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10' -0" INTERVALS BOTH HORIZONTAL AND VERTICAL.

2. AT INTERSECTIONS BETWEEN VERTICAL AND HORIZONTAL

3. AT CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF STAIR RUN.

4. IN OPENINGS AROUND PIPES, DUCTS, CHIMNEYS, FIREPLACES AT CEILINGS AND FLOORS.

CONSTRUCTION:

1. 2" NOMINAL LUMBER, OR 2 LAYERS OF 1" LUMBER WITH BROKEN LAPS, OR 1 LAYER OF 3/4" STRUCTURAL PANEL WITH JOINTS BACKED BY 3/ 4"

STRUCTURAL PANEL

2. GYPSUM BOARD, CEMENT FIBER BOARD

3. BLANKETS OF MINERAL FIBER (IF TESTED FOR USE). (NO LOOSE FILL INSULATION).

DRAFTSTOPS
REQUIRED LOCATIONS:

1. IN FLOOR CEILING ASSEMBLIES TO BREAK THE AREA INTO 3000 SQ. FT. AREAS SO THAT NO DIMENSION EXCEEDS 100' -0".

2. DRAFT STOPS ARE ALSO REQUIRED AT ATTICS, MANSARDS, OVERHANGS, AND OTHER CONCEALED SPACES. THE DRAFTSTOPS SHALL BE IN LINE WITH THE WALLS SEPARATING THE UNITS AND FROM OTHER USES. THEY SHALL BE INSTALLED TO BREAK DOWN AREAS INTO 9000 SQ.FT AREAS WI TH 100 FOOT MAXIMUM DIMENSIONS.

CONSTRUCTION:

1. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 5/8" GYPSUM BOARD, 3/8" STRUCTURAL PANELS OR PARTICLE BOARD.

2. ANY OPENINGS THROUGH THE DRAFTSTOPS SHALL BE PROTECTED BY SELF -CLOSING DOORS WITH AUTOMATIC LATCHES. VENTILATION FOR THE SPACES SHALL BE MAINTAINED.

FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 A T THE FOLLOWING LOCATIONS:

A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING F URRED SPACES, AT THE CEILING AND FLOOR LEVELS. (718.2.2) B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING F URRED SPACES, AT 10 -FOOT INTERVALS ALONG THE LENGTH OF THE WALL. (718.2.2)
C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZO NTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. (718.2.3)
D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BO TTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. (7 18.2.4) E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. (718.2.5)

GENERAL NOTES

1. INSULATION INSTALLED IN A FLOOR/CEILING OR ROOF/CEILING ASSEMBLY SHALL BE SUPPORTED BY WIRE STAYS (OR

EQUAL) SO THAT THE INSULATION DOES NOT MAKE CONTACT WITH THE FACE MEMBRANE OF THE ASSEMBLY (GYPSUM WALLBOARD).

2. MATERIAL NOTED AS S.A.B. REFERS TO SOUND ATTENUATION BATT.

3. INSULATION SCHEDULED FOR COMMON WALL UNIT TO UNIT SHALL BE INSTALLED IN EACH SIDE OF THE WALL ASSEMBLY.

4. ALL INTERIOR WALL CAVITY SPACES TO RECEIVE INSULATION. THE INSULATION SHALL BE THE DEPTH OF THE STUD.

5. FOR DETAILED INFORMATION INCLUDED MANDATORY MEASUREMENTS, SEE MECHANICAL DRAWINGS.

6. REFER THE PROJECT MANUAL SPECIFICATION "APPENIX C" FOR THE ACOUSTICAL GENERAL REPORT FOR MORE INFORMATION REGARDING ACOUSTICAL INSULATION.

7. BATT INSULATION R -19 ( 6 1/2" THICK) REQUIRED AT FLOOR/CEILING ASSEMBLIES THAT ARE OVER UNCONDITIONED SPACE OR AMBIENT AIR WHEN UNITS ARE LOCATED RIGHT ABOVE THE SPACE.

8. PROVIDE INSULATION (PACKED) AT FLOOR/CEILING ASSEMBLY ABOVE PARKING LEVEL 1.

9. IN DEMISING CONSTRUCTION, INSULATION SHALL BE IN THE WALL AND JOIST CAVITY. THIS SHALL INCLUDE DEMISING WALLS, CORRIDOR WALLS, SHAFT WALLS, EXTERIOR WALLS AND FLOOR CEILING ASSEMBILIES. INSULATION SHALL BE THE DEPTH OF THE CAVITY IN THE WALLS.

10. WALLS INCLUDING PLUMBING OR MECHANICAL SERVICES SHALL ALSO INCLUDE INSULATION. INSULATION SHALL BE THE DEPTH OF THE CAVITY. INTRACORP SHALL NOT REQUIRE INSULATION IN WALLS WITH ELECTRICAL SERVICES UNLESS SPECIFICALLY CALLED OUT ON THE DRAWINGS.

11. GYPSUM BOARD SHALL BE SCREWED, NOT NAILED. ANY GYPSUM BOARD DAMAGED MAY BE REQUIRED TO BE REMOVED BY THE ACOUSTICAL ENGINEER. VA COULD NOT LOCATE

12. IN A DEMISING WALL CONDITION, CONDUIT (AND ALL OTHER SERVICES INCLUDING MECHANICAL, ELECTRICAL AND PLUMBING) SHALL BE RUN ON THE STUD SIDE SERVED. THIS WILL REQUIRE THE DRILLING OF STUDS TO ACCOMODATE.

13. IN DEMISING WALL, NO SERVICE, WIRE OR CONDUIT SHALL BE INSTALLED INTO THE AIR SPACE BETWEEN THE STUDS.

14. ALL SERVICES RUN IN THE ATTIC OR ROOF JOISTS SHALL BE INSTALLED AS HIGH IN THE JOIST BAY AS POSSIBLE.

15. IN LIVING ROOM, DINING ROOMS AND BEDROOMS EXTRA SENSITIVITY TO THE ROUTING OF SERVICES SHOULD BE EMPLOYED. IF THERE IS ANY QUESTION REGURADING THE ROUTING THROUGH THESE AREAS, CONTRACTOR SHOULD ASK ARCHITECT OR ACOUSTICAL CONSULTANT.

16. INSTALLATION OF GYPSUM BOARD AND ALL ACOUSTICAL MATERIALS SHALL BE COMPLETED IN ACCORDIANCE WITH THE

APPROPRIATE UL RATING, THE USG CONSTRUCTION HANDBOOK, MANUFACTURER REQUIREMENTS AND PRACTICES AND ASTM PRACTICE STANDARDS FOR LIGHT WALL CONSTRUCTION. IF THESE REQUIREMENTS CONTRADICT METHODS WITHIN THIS DOCUMENT, THEN DURING DESIGN THE METHOD SHOULD BE DISCUSSED. IF THIS OCCURS DURING CONSTRUCTION, AN RFI SHOULD BE PREPARED AND DISCUSSED. PRACTICES UTILIZED BY CONTRACTORS SHALL ALWAYS BE THOSE THAT MAXIMIZE ACOUSTICAL PERFORMANCE.

17. TAPERED RIGID INSULATION AT THE ROOF SHALL PROVIDE THE MINIMUM SPECIFIED "R" VALUE AS INDICATED IN THE SCHEDULE. THE MINIMUM THICKNESS INDICATED IS BASED ON THE ASSUMPTION OF INSULATION PRODUCT WITH AN R -VALUE OF 5. ACTUAL THICKNESS MAY BE ADJUSTED BASED ON THE R -VALUE PER INCH OF THE PROVIDED INSULATION PRODUCT.

THERMAL INSULATION ACOUSTIC INSULATION

ASSEMBLY THICKNESS MATERIAL R-VALUE THICKNESS MATERIAL
ROOF LEVEL ROOF/CEILING 6" MIN.*17 RIGID R-30
FLOOR/CEILING SEE GENERAL NOTE #7 3 1/2" S.A.B.

DROP CEILING 3 1/2" S.A.B.

EXTERIOR WALL 6 1/2" BATT R-19 S.A.B.

PARTY WALL (UNIT/UNIT) 3 1/2" MIN. S.A.B.

CORRIDOR WALL 3 1/2" BATT R-13 3 1/2" MIN. S.A.B.

INTERIOR PLUMBING WALL 3 1/2" MIN. S.A.B.

INTERIOR SHAFT WALLS 2 1/2" MIN. S.A.B.

LEVEL 3-5 ROOF/CEILING 9 1/2" BATT R-30
FLOOR/CEILING 3 1/2" S.A.B.

DROP CEILING 3 1/2" S.A.B.

EXTERIOR WALL 6 1/2" BATT R-19
PARTY WALL (UNIT/UNIT) 3 1/2" MIN. S.A.B.

CORRIDOR WALL 3 1/2" BATT R-13 3 1/2" MIN. S.A.B.

INTERIOR PLUMBING WALL 3 1/2" MIN. S.A.B.

INTERIOR SHAFT WALLS 2 1/2" MIN. S.A.B.

LEVEL 1-2 GARAGE CEILING 9 1/2" BATT R-30
RESID. UNIT EXTERIOR WALL 6 1/2" BATT R-19
PARTY WALL (UNIT/PARK) 6 1/2" BATT R-19
PARTY WALL (UNIT/UNIT) 3 1/2" MIN. S.A.B.

CORRIDOR WALL 3 1/2" BATT R-13 3 1/2" MIN. S.A.B.

INTERIOR PLUMBING WALL 3 1/2" MIN. S.A.B.

INTERIOR SHAFT WALLS 2 1/2" MIN. S.A.B.

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:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

CONSTRUCTION

ASSEMBLIES
A7.0112" = 1'-0" 1NOTES - CONST. ASSEMBLIES
12" = 1'-0" 2

NOTES - ACOUSTICAL CONTROL

REQUIREMENTS
12" = 1'-0" 3NOTES - ELEVATOR ACOUSTICS
12" = 1'-0" 4FIRE PROTECTION AT STEEL
12" = 1'-0" 5NOTES - FIRE BLOCKING+ DRAFTSTOPS
12" = 1'-0" 6NOTES - INSULATION SCHEDULE
Date Issues / Revisions:
3/4" (19/32") THICK EXTERIOR GRADE

WOOD STRUCTURAL PANELS

FLOOR JOISTS RIPPED AS

REQUIRED FOR SLOPE, SEE
STRUCTURAL DWGS. FOR MIN.

DIM. AND DETAILS.

CEMENT PLASTER ON METAL LATH.

LATH FASTENED WITH 7/8" OR 1"
No. 16 GAUGE BY 7/8" LONG
CORROSION -RESISTANT STAPLES @
6" O.C. COMPLYING W/ ASTM1667. @
6" O.C. CEM. PLASTER MIXED 1:2 FOR
SCRATCH COAT AND 1:3 FOR BROWN

COAT, BY WEIGHT, CEMENT TO SAND
AGGREGATE.

NOTE:

STRUCTURAL ENGINEER TO
DETERMINE MINIMUM JOIST DEPTH.

JOISTS SHALL NOT BE RIPPED TO LESS
THAN THE MIN. DIMENSIONS SPECIFIED
BY STRUCTURAL ENGINEER.

TRAFFIC COATING
SLOPE 2%

REFER TO SPECIFICATIONS AND
LARR # 25375 FOR ADDITIONAL INFORMATION
NOTE:

PROVIDE FIRESTOPS AND DRAFTSTOPS PER
CBC SECTION 717. SEAL ALL PENETRATIONS
PER CBC SECTION 713.

HARDSURFACE FINISH FLOOR

PER SCHEDULE
1 1/4" HACKER IND. INC. "FIRMFILL 2010" M514
SYSTEM NO.2
ALTERNATE: 1" MAXXON CORP. "GYP -CRETE"
M514 SYSTEM NO. 3
MINIMUM 3/4" INTERIOR -TYPE

STRUCTURAL PANELS WITH EXTERIOR
GLUE. SEE STRUCTURAL DRAWINGS

WOOD JOISTS PER STRUCTURAL
FIBERGLASS INSULATION 3 1/2" MINIMUM

THICK PER INSULATION SCHEDULE

STAPLED TO UNDERSIDE OF SHEATHING
1/2" DEEP 25 GA CLARK DIETRICH RCSD (NO
SUBSTITUTIONS) AT 24" O.C. FASTENED TO
EACH JOIST WITH 1 1/4" LONG WOOD
SCREWS.

ONE LAYER 5/8" TYPE "X" GYP. BD.
115 (PCF) DENSITY GYP -CRETE:
3/8" HACKER IND. INC. QUIET QURL 55/025
M514 SYSTEM NO. 2
ALTERNATE: 3/8" MAXXON CORP. " ACOUSTICAT
1/4" M514 SYSTEM NO. 3
FIRE RATING: ONE HOUR
IIC: SOUND CONTROL ASSEMBLY AS

PER BCS INTERNATIONAL SOUND
TEST NO. BCS IIC -2006 -245 STC AND
IIC MINIMUM 50.

ASSEMBLY: CBC 721.1(3) ITEM 21 -1.1

NON -HARD SURFACE HARD SURFACE
1'-0" MIN.

LAP ACOUSTIC MAT
7/8" X 25 GAUGE DRYWALL FURRING

CHANNEL AS REQUIRED FOR

SUPPORT OF BOTH LAYERS OF

GYPSUM BOARD AND OR DESIGNED

TO SUPPORT OF MISCELLANEOUS

EQUIPMENT WITHIN CEILING

CAVITY, SPACING PER

MANUFACTURER
RSIC -1 CLIPS AS REQUIRED PER

MANUFACTURER SPECIFICATIONS
1 1/2" 16 GAUGE COLD ROLLED

CHANNEL
ONE OR TWO LAYERS 5/8" TYPE X

GYPSUM BOARD FASTENED TO
RSIC -DC04X2 SOUND ISOLATION

CLIPS PER ACOUSTICAL REPORT
"APPENDIX C" DESIGNED TO

SUPPORT CEILING AND OR

MISCELLANEOUS EQUIPMENT

WITHIN CEILING CAVITY, SPACING

PER MANUFACTURER
5/8" TYPE X GYPSUM BOARD
1-HR ASSEM
BLY
7/8" DRYWALL FURRING CHANNEL

TIED TO THE BOTTOM OF THE

CHANNEL
12 GAUGE WIRE HANGERS TIED
TO RSIC -DC04X2 FOR

SECONDARY CEILING

COMMON AREA
UNIT
REF GA FILE NO. FC 5111 & CBC 721.1 (3) 13 -1.4

NON-RATED

SEE PLANS

NON-COM

BUSTIBLE

CORRIDOR
(AS OCCURS)
1 1/2" 16 GAUGE COLD

ROLLED CHANNEL
5/8" TYPE X GYPSUM BOARD
7/8" DRYWALL FURRING

CHANNEL TIED TO THE BOTTOM

OF THE CHANNEL
12 GAUGE WIRE HANGERS
TIED TO RSIC -DC04X2 FOR

SECONDARY CEILING

COMMON AREA/ CORRIDOR

COMMON AREA/ CORRIDOR
REF CBC 721.1 (3) 13 -1.4

NON-RATED

SEE PLANS

NON-COM

BUSTIBLE
DOUBLE WOOD FLOOR OF 5/8" WOOD
STRUCTURAL PANEL OVER 1/2" WOOD
STRUCTURAL PANEL W/ EXT. GLUE.

FINISH FLOOR PER SCHEDULE OVER
1 5/8" HACKER IND. INC. "FIRMFILL
2010" M514 SYSTEM NO.2
ALTERNATE: 1" MAXXON CORP.
"GYP -CRETE"

FLOOR JOIST FRAMING PER

STRUCTURAL

BATT INSULATION PER

SCHEDULE
1-HR ASSEM
BLY

LOAD BEARING WALL

PER STRUCTURAL

HORIZONTAL STRUCTURAL MEMBERS
(BEAMS) SHALL BE INDIVIDUALLY FIRE
PROTECTED 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

FLOOR/ CEILING

ASSEMBLY PER DETAILS

FIRE RATED ACOUSTICAL SEALANT
(1) LAYER OF 5/8" TYPE "X" GYPSUM WALL
BOARD.
2 1/2" x 25 GA. CEILING JOISTS @ 16" O.C.

WHERE DROP CEILING OCCURS

WOOD JOISTS PER STRUCTURAL
DOUBLE WOOD FLOOR OF 5/8" WOOD
STRUCTURAL PANEL OVER 1/2" WOOD
STRUCTURAL PANEL W/ EXT. GLUE.

SHEAR PANEL PER STRUCTURAL
WHERE OCCURS.

WALL FRAMING
NOTES:

1. REF CBC TABLE 721.1(3) 13-1.4 FOR CORRIDOR FLOOR ASSEMBLY.

2. FOR UNIT FLOOR/CLG. ASSEMBLY, SEE DETAILS ON THI S SHEET MAX 1/2" GAP HILTI CP 606 SEALANT APPLY

JOINT TAPE AND COMPOUND

HARD SURFACE PER INTERIOR

FINISH SCHEDULE
1 1/4" HACKER IND. INC. "FIRMFILL 2010" M514
SYSTEM NO.2
ALTERNATE: 1" MAXXON CORP. "GYP -CRETE"
M514 SYSTEM NO. 3

UNIT CORRIDOR

WOOD JOISTS PER STRUCTURAL
BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM

WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS
THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR
TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK
ON EITHER SIDE OF FACE LAYER END JOINTS, AT 12" O.C.

ROOFING PER SPECS.

SLOPE TO DRAIN
RIGID INSULATION 6" MIN THICK
1/2" PLYWOOD SHEATHING

ROOF FRAMING PER STRUCTURAL
FIRE RATING: ONE HOUR
IIC: NOT APPLICABLE
ASSEMBLY: CBC 720.1 (3) 21 -1.1

BATT INSULATION PER INSULATION

SCHEDULE
RESILIENT CHANNEL @ 16" O.C.

STEEL RUNNERS*
HANGER WIRES PER SPECIFICATIONS*
5/8 TYPE 'X' GYPSUM BOARD

CORNER BEAD

SPAN FROM WALL TO WALL

WHERE POSSIBLE

SUSPENDED METAL FRAMING PER
SPECIFICATIONS - CBC. REF. 803(2)

FIBERGLASS INSULATION PER

INSULATION SCHEDULE
* SUSPEND CEILING/FRAMING TO RESILIENT CHANNEL,

NOT TO JOIST / RAFTER FRAMING

NON RATED

SEE PLANS

NON-COM

BUSTIBLE
-
---
4 A7.11
1 1/4" GYPCRETE

FLOOR SHEATHING PER STRUCTURAL

FLOOR JOIST PER STRUCTURAL
5/8" TYPE 'X' GYPSUM BOARD
RESILIENT MATTING: ECORE OR
PLITEQ 10MM BELOW PAVER, TYP
FIRE RATING: ONE HOUR
IIC: NOT APPLICABLE
ASSEMBLY: CBC 720.1 (3) 21 -1.1

ROOF DECK PAVERS
-SEE LANDSCAPE DWGS

ADJUSTABLE PEDESTAL SYSTEM
-SEE SPECIFICATIONS

RATED CEILING ASSEMBLY
-SEE DETAIL 12 ON THIS SHEET

SLOPE TO
DRAIN
1HR RATED ASSEM
BLY
8" M
AX

BATT INSULATION PER INSULATION

SCHEDULE

PROVIDE BATT INSULATION WHERE
OVER 3.5" MEASURED FROM LOWER

SHEATHING TO UPPER SHEATHING
1/2" RESILIENT CHANNEL

ROOFING PER SPECIFICATIONS
FIRE RATING: THREE HOUR
IIC:

ASSEMBLY: CBC 721.1 (3) 2-1.1
8 GA. WIRE HANGERS @ 4'-0" O.C. IN

DIRECTION OF CARRYING CHANNEL
MIN. 6" FROM EACH END OF CARRYING

CHANNEL RUNS AND BOUNDARY
WALLS
1-1/2" x 25 GA. CARRYING CHANNELS @
4'-0" O.C.
7/8" HAT CHANNELS @ 12" O.C. WIRE
TIED TO CARRYING CHANNELS w/ (3)
STRANDS OF 18 GA. TIE WIRE

PROVIDE EXPANSION CONTROL JOINTS

PER DETAIL WHERE LOCATED ON

REFLECTED CEILING PLAN

EXTERIOR CEMENT PLASTER OVER

EXPANDED METAL LATH
3HR RATED ASSEM
BLY

WATERPROOFING PER

SPECIFICATIONS

CONCRETE TOPPING SLAB

AT EXTERIOR SLABS (UNRESTRAINED)
PROVIDE MINIMUM 5.7" CARBONATE

AGGREGATE CONCRETE SLAB
THICKNESS WITH MINIMUM 2"

COVERAGE OVER NONPRESTRESSED

REINFORCEMENT SEE STRUCTURAL FOR

ACTUAL THICKNESS, COVERAGE, AND
SLAB TYPES.

AT INTERIOR SLABS (RESTRAINED)
PROVIDE MINIMUM 5.7" SLAB THICKNESS
WITH MINIMUM 1 1/4" COVERAGE SEE

STRUCTURAL FOR ACTUAL THICKNESS,
COVERAGE, AND SLAB TYPES.

METAL STUD CROSS BRACING AND

COMPRESSION STRUTS AS REQUIRED

NON-RATED ASSEM
BLY

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

FLR/CEILING
& ROOF

ASSEMBLIES
A7.11

ACOUSTIC NOTES
1 1/2" = 1'-0" 3EXTERIOR DECK ASSEMBLY
1 1/2" = 1'-0" 41-HR FLR-CEILING (HARD SURFACE)
1 1/2" = 1'-0" 7UNIT FLOORING FINISH TRANSITION
1 1/2" = 1'-0" 81-HR FLOOR-CEILING - COMMON
1 1/2" = 1'-0" 9
1-HR FLR-CLG - COMMON /

CORRIDORS
1 1/2" = 1'-0" 101-HR PROTECTION @ BEAM
1 1/2" = 1'-0" 61-HR FLOOR-CEILING AT CORRIDOR
1 1/2" = 1'-0" 12ROOF-CEILING ASSEMBLY
1 1/2" = 1'-0" 51-HR FLR-CLG W/ DROPPED SOFFIT
1 1/2" = 1'-0" 11FLOOR / CEILING AT STAIR LANDING
1 1/2" = 1'-0" 16ROOF-CEILING ASSEMBLY PAVERS
1 1/2" = 1'-0" 23-HR FLR-CLG - CONCRETE PODIUM
Date Issues / Revisions:

ACOUSTIC NOTES FOR FLOOR CEILING ASSEMBLIES:

1. WHERE RESILIENT MATTING IS INSTALLED, PERIMETER ISOLATION SHA LL BE INSTALLED. THE PERIMETER ISOLATION SHALL BE NO LESS THAN 1/4" IN THICKNESS AND SHALL BE APPROVED BY THE MANUFACTURER OF THE RESILIENT MATTING. PERIMETER

ISOLATION SHALL BE USED AT ALL PENETRATIONS IN THE FLOOR AND AT THE ENTIRE

PERIMETER INCLUDING THE JUNCTION AT THE CORRIDOR AND WHERE THE F LOOR FINISH CHANGES FROM HARD SURFACE TO CARPET.

2. NO GAPS OR OPENINGS SHALL BE ALLOWED IN THE RESILIENT MATTING . JOINTS

SHALL BE TAPED OR SEALED TO THE SATISFACTION OF THE
ACOUSTICAL CONSULTANT. THE MANUFACTURER OF THE RESILIENT MATTIN G IS

REQUIRED TO SUBMIT A LETTER STATING THAT THE INSTALLATION OF THE MATTING CONFORMS TO THEIR STANDARDS.

3. INSULATION SHALL BE 3 -1/2" INSTALLED AT THE TOP OF THE JOIST CAVITY.

4. AT ALL FLOOR/CEILING LOCATIONS, A GAP SHOULD BE MAINTAINED AT THE WALL AND CEILING INTERSECTION. THE GAP SHALL BE A MINIMIM OF 1/4" AND BE FILLED WITH NON HARDENING SEALANT IN A TUBE.

5. RESILIENT MATTING SHOULD BE REQUIRED BELOW BATHROOMS TUBS AND SHOWERS. PERIMETER

ISOLATION SHOULD BE USED AT THESE LOCATIONS

6. THE MINIMUM NUMBER OF SCREWS REQUIRED BY CODE SHALL BE INSTAL LED THROUGH THE GYPSUM BOARD INTO THE RESILIENT CHANNEL. ANY SCREWS NOT

NEEDED SHOULD BE REMOVED

7. NO LOUDSPEAKERS SHOULD BE MOUNTED INTO AN AMENITY CEILING 5/8" THICK GYPSUM WALL BOARD

ACOUSTICAL INSULATION PER

SCHEDULE

INTERIOR INTERIOR
MINIMUM 3 -5/8" METAL STUD WALL,

SPACING PER STRUCTURAL DRAWINGS
FIRE RATING:

STC:

ASSEMBLY:

ACOUSTICAL INSULATION PER SCHEDULE

EXTERIOR INTERIOR
MINIMUM 3 5/8 ″ No. 16 GAUGE
NONCOMBUSTIBLE STUDS 16 ″ O.C. WITH
7/8 ″ CEMENT PLASTER (MEASURED

FROM THE FACE OF THE STUDS) ON
THE EXTERIOR SURFACE WITH 5/8"

THICK GYPSUM BOARD AT INTERIOR,

NONBEARING, NONCOMBUSTABLE
STUD PARTITIONS. PLASTER MIX 1:4
FOR SCRATCH COAT AND 1:5 FOR

BROWN COAT, BY VOLUME, CEMENT TO
SAND.

FIRE RATING: 1 HOUR
STC: N/A
ASSEMBLY: CBC 721.1 (2) 15.4
5/8" TYPE 'X' EXTERIOR GYP SHEATHING
2" RIGID INSULATION

AIR & WATER BARRIER

AIR & WATER SEALING SCREW FASTENER

WITH PRONG WASHER
NOTES :

1. REFER TO PENETRATION DETAILS.

2. REFER TO GARAGE WALL DETAILS.

FIRE RATING: 1 HOUR
STC:

ASSEMBLY: CBC 2013, 721.1 (2) 3 -1.4
3 5/8" STEEL STUDS (22 GAUGE)
5/8" GYPSUM WALLBOARD

FULL HEIGHT FULLY GROUTED CMU

WALL, SIZE PER STRUCTURAL

DRAWINGS

PER STRUCTURAL

1. PROVIDE ADDITIONAL WALL BRACING AND/OR BRIDGING AS MAY BE REQUIRED FOR HEIGHT OF WALL.

DUE TO ACOUSTIC CONSTRAINTS, BRACING ACROSSTHE AIR GAP IN A DEMISING WALL IS NOT ALLOWED.

2. REFER TO STRUCTURAL DRAWINGS AND METAL STUD MANUFACTURER FOR SPAN LIMITATION. ALL STUD

GAUGE AND SPACING TO BE MAINTAINED OR ADJUSTED TO MANUFACTURER'S DESIGN CRITERIA WHICHEVER IS MORE RESTRICTIVE. ALL LIMITING HEIGHTS ARE BASED ON SSMA STEEL (STUD MANUFACTURERS ASSOCIATION) SYSTEM. THE ALLOWABLE DEFLECTION FOR STUD WALLS SHALL BE -L/360 - FOR EXTERIOR
-L/360 - FOR INTERIOR WALLS WITH STONE, TILE OR WOOD PANEL FINISH AND FOR SHAFT WALLS. -L/240 - ALL OTHER INTERIOR WALLS.

FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL STUD WALL SCHEDULE EXTERIOR WALL STUDS ARE 6" GAUGE (U.N.O.)

CONTRACTOR USING AN APPROVED EQUAL PRODUCT MUST SUBMIT FOR ARCHITECT'S REVIEW A WALL TYPE SHEET WHICH INCLUDES U.L. RATINGS. THIS SUBMITTAL TO INDICATE PROPER STUD GAUGE AND SPACING PER THE SPAN CAPACITY OF THE SUBSTITUTED PRODUCT. AT NO TIME SHOULD THE STUD GAUGE OR SPACING BE LESS THAN WHAT IS SHOWN ON THIS SHEET. CONTRACTOR TO FIELD VERIFY ALL

CONDITIONS FOR SPECIFIC FURRED OUT WALLS PER PLAN AND DETAILS

3.ALL FIRE RATED WALLS SHALL TERMINATE AT STRUCTURE ABOVE UNLESS NOTED OTHERWISE. SEE DETAIL 12 THIS SHEET FOR CONSTRUCTION INFORMATION. ALL SHAFT WALLS SHALL BE FULL HEIGHT NON -RATED PARTITIONS MAY TERMINATE AT THE CEILING.

4. WHERE A FIRE RATED ASSEMBLY IS REQUIRED, ALL REQUIREMENTS OF TESTED ASSEMBLY SHALL BE INCORPORATED INTO THE DETAIL. CONTRACTOR TO KEEP COPIES OF U.L. MANUAL AND BUILDING CODE AS REFERENCE DURING CONSTRUCTION OF RATED ASSEMBLIES.

5. REFER TO SPECIFICATION DIVISIONS 22 AND 23 FOR HVAC, PLUMBING AND ELECTRICAL PENETRATIONS OF WALLS. WALL PENETRATIONS TO CONFORM WITH U.L. DESIGN SYSTEMS WL, WWS OR WWD AS APPLICABLE. FOR FURTHER INFO SEE SHEET

6. WALL FRAMING DIMENSIONS ARE FROM FACE OF STUD (F.O.S.), UNLESS NOTED OTHERWISE.

7. ALL METAL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND OPENINGS.

8. GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AT ALL EXTERIOR PERIMETER WALLS

9. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, CONTINUOUS 18" WIDE 20

GAUGE SHEET METAL PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL

CASEWORK, STAIR RAILINGS, TOILET ACCESSORIES, PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISC. EQUIPMENT

10. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT AS REQUIRED.

11. ALL GYPSUM WALL BOARD SHALL BE 5/8" THICK TYPE 'X' UNLESS OTHERWISE NOTED OR REQUIRED

FOR SPECIFIC WALL CONSTRUCTION AND SHALL BE SCREWED TO ALL FRAMING MEMBERS NOT NAILED AS

NOTED ON ACOUSTICAL REPORT INCLUDING TOP AND BOTTOM PLATES AS REQUIRED FOR EACH SPECIFIC ASSEMBLY. NOTIFY ARCHITECT ON ANY CONFLICT WITH FIRE RATED ASSEMBLY PRIOR TO PROCEEDING WITH WORK.

12. GYPSUM BOARD ON ALL ACOUSTICALLY RATED WALL ASSEMBLIES SHALL BE SET IN A CONTINUOUS BEAD OF ACOUSTICAL CAULK TOP & BOTTOM. CAULK SHALL BE FIRE -RATED WHERE REQUIRED TO MAINTAIN THE FIRE -RATING OF THE WALL ASSEMBLY.

13. REFER TO A -61.11 FOR PENETRATION ASSEMBLIES.

14. PROVIDE SLIP TRACK HEAD OF WALL CONNECTION AT ALL METAL STUD WALLS IN THE PARKING STRUCTURE.

15. PROVIDE CONTINUOUS 20 GAUGE, 10" WIDE SHEET METAL ATTACHED TO METAL STUD UNDERNEATH GYP BOARD AS NAILER FOR INSTALLATION OF MILLWORK, HANDRAIL OR SIMILAR ITEMS.

16. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY

OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH STENCILING. SUCH IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR -CEILING OR ATTIC SPACES.

2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET (914 mm) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND

3. INCLUDE LETTERING NOT LESS THAN 0.5 INCH (12.7 mm) IN HEIGHT, INCORPORATING THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER - PROTECT ALL OPENINGS," OR SIMILAR WORDING.

EXCEPTION: WALLS IN GROUP R -2 OCCUPANCIES THAT DO NOT HAVE A REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE.

A-xx
-

ACOUSTICAL

INSULATION PER

SCHEDULE WALL TYPE PER PLAN

AND SCHEDULE

CEILING WHERE OCCURS
VARIES

SEE FINISH SCHEDULE

CEILING HEIGHT

VARIES FOR LEVEL

FLOOR HEIGHT
0' - 0 1/4"

CONCRETE SLAB PER

STRUCTURAL PLANS

SUPERIOS DRYWALL
EDGE TRIM # SET 058-118

SEALANT AND BACKER ROD

CONCRETE SLAB PER

STRUCTURAL PLANS

ADDITIONAL LAYER OF
5/8" TYPE X GYPSUM
WALLBOARD REQUIRED @

ACOUSTICAL SEPARATIONS

CONCRETE SLAB PER
STRUCTURAL PLANS.
0' - 0 1/2"
VARIES

SEE FINISH SCHEDULE

CEILING HEIGHT VARIES FOR LEVEL

FLOOR HEIGHT

REFERENCE GA
FILE # 1072

ACOUSTICAL INSULATION

PER SCHEDULE

WALL TYPE AND FINISH
PER PLAN (TYP.)

CEILING WHERE OCCURS

DRYWALL EDGE AS

PER SPECIFICATIONS

SEALANT AND BACKER ROD

CONCRETE SLAB PER
STRUCTURAL PLANS.

ADDITIONAL LAYER OF 5/8"
TYPE X GYP. BD @

ACOUSTICAL CONDITIONS

FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE

PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR

PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH STENCILING. SUCH IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR -CEILING OR ATTIC SPACES.

2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET (914 mm) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND

3. INCLUDE LETTERING NOT LESS THAN 0.5 INCH (12.7 mm) IN HEIGHT, INCORPORATING THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER - PROTECT ALL OPENINGS," OR OTHER WORDING.

EXCEPTION: WALLS IN GROUP R -2 OCCUPANCIES THAT DO NOT HAVE A REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE. 2 COAT EXTERIOR CEMENT PLASTER

OVER EXPANDED METAL LATH (NOT

REQUIRED FOR RATING)
6" MINIMUM STRUCTURAL

CONCRETE WALL OR COLUMN

SEE STRUCTURAL PLANS FOR

SIZES AND SEE ARCHITECTURAL

PLANS FOR LOCATIONS OF
RATED WALLS.

REF. C.B.C TABLE 720.1 (2)
ITEM 3 -1.4

FOR PENETRATION DETAILS

SEE SHEET
A-XX
-

WEATHER RESISTIVE BARRIER, SEE
SPEC.

STUD SIZE

OVERALL WALL

THICKNESS
(2) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE

INTERIOR FINISH PER FINISH PLAN/SCHEDULE

BATT INSULATION PER SCHEDULE

WALL TYPE PER PLAN AND SCHEDULE
WALL DESIGN CRITERIA & TEST DATA:

REFER TO THE FOLLOWING & COMPLY W/ REQ.

TEST ASSEMBLY FIRE RATING
U.L. U419 TWO HOUR

SEE DETAIL

FOR HEAD -OF -WALL DETAIL

EXTERIOR FINISH WHERE OCCURS
DIM. POINT ON
PLANS (U.N.O.)

STUD SIZE AT EXTERIOR METAL FRAMING

PER DESIGN - BUILD ENGINEERED
SYSTEN
REF. G.A. FILE NO. WP 1522
STC 55 TO 59
4 A7.21
(2) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE

INTERIOR FINISH PER FINISH

PLAN/SCHEDULE

BATT INSULATION PER SCHEDULE

WALL TYPE PER PLAN AND SCHEDULE

STUD SIZE AT EXTERIOR METAL FRAMING

PER DESIGN - BUILD ENGINEERED
SYSTEN
DIM. POINT ON
PLANS (U.N.O.)
WALL DESIGN CRITERIA & TEST DATA:

REFER TO THE FOLLOWING & COMPLY W/ REQ.

TEST ASSEMBLY FIRE RATING
U.L. U415 TWO HOUR
G.A. FILE WP 7095 TWO HOUR
STC 45 -49

FOR TWO HOUR HORIZONTAL SHAFT
ENCLOSURES: TEST ASSEMBLY WHI 694 -0300.1
OR WHI PSH 0154/0167

SEE DETAIL

FOR HEAD -OF -WALL DETAIL
1" X 24" GYPSUM SHAFT LINER
NOTE; WHERE ASSEMBLY IS USED

HORIZONTALLY AS A CEILING ASSEMBLY
PROVIDE (1) ADDITIONAL FACE LAYER OF 5/8"
TYPE 'X' GYP. BD.

SHAFT
SIDE
PROPRIETARY ASSEMBLY:

UNITED STATES GYPSUM COMPANY
1/2" SHEETROCK FIRECODE "C" & 1"

SHEETROCK LINER PANELS, OR

APPROVED EQUAL
4 A7.21
GA FILE NO. WP 2800
STC 55 TO 59
BASE LAYER 1/2" PROPRIETARY TYPE X

GYPSUM WALLBOARD APPLIED PARALLEL
TO EACH SIDE OF 1 5/8" METAL STUDS 24"
O.C. WITH JOINTS STAGGERED 24" O.C.

EACH SIDE USING 1" TYPE S DRYWALL
SCREWS 24" O.C. SECOND LAYER 1/2"

PROPRIETARY TYPE X GYPSUM WALLBOARD

APPLIED PARALLEL TO EACH SIDE WITH
JOINTS STAGGERED 24" O.C. FROM BASE
LAYER JOINTS ATTACHED TO STUDS WITH 1
5/8" TYPE S DRYWALL SCREWS 24" O.C.

FACE LAYER OF 1/2" PROPRIETARY TYPE X

GYPSUM WALLBOARD APPLIED AT RIGHT

ANGLES OR PARALLEL TO EACH SIDE
ATTACHED TO STUDS WITH 2 1/4" TYPE S
DRYWALL SCREWS 12" O.C. WITH 1 1/2"

TYPE G DRYWALL SCREWS AT MIDPOINT
BETWEEN STUDS 1" FROM HORIZONTAL

JOINTS FOR RIGHT ANGLE APPLICATION OF
WALLBOARD.

SEE SHEET

FOR PENETRATION DETAILS
A-61.11
-

PARKING

CONCRETE SLAB PER

STRUCTURAL PLANS

CONCRETE SLAB PER
STRUCTURAL PLANS.

REFER TO DETAIL 4 ON

THIS SHEET FOR CMU
WALL ASSEMBLY.
8" TYPICAL U.N.O
6" METAL STUD
5/8" FIRE RATED, HIGH

IMPACT,
MOLD RESISTANT GYP. BD.

FLOOR HEIGHT

ACOUSTIC INSULATION

WHERE REQUIRED

SEALANT AND BACKER
ROD
(+/- 4'-0" - 6 ROW
S)
VARIES
ROOM

CONCRETE CURB
(WHERE OCCURS)

SLIP TRACK
ALIGN
SEE UL DESIGN #HW -D-0016

FOR ADDITIONAL INFORMATION

CONCRETE SLAB PER

STRUCTURAL
0' - 1"
PACKING MATERIAL 2 LAYERS OF 7/8" DIA.

POLYURETHANE BACKER ROD FRICTION

FIT ON TOP OF EACH OTHER INTO THE

GAP BETWEEN TOP OF GYPSUM BOARD

AND BOTTOM OF CONCRETE

JOINT SYSTEM - MAX SEPARATION

BETWEEN BOTTOM OF FLOOR AND TOP

OF WALL (AT TIME OF INSTALLATION OF
JOINT SYSTEM) IS 1". THE JOINT SYSTEM IS
DESIGNED TO ACCOMODATE A MAX 25

PERCENT COMPRESSION FROM ITS

INSTALLED WIDTH

GYPSUM BOARD SHEETS INSTALLED TO
A MIN TOTAL THICKNESS OF 5/8" OR 1 1/4"
ON EACH SIDE OF WALL FOR A 1 HOUR
OR 2 HOUR FIRE RATED WALL ,

RESPECTIVELY
A MIN. 1/2" THICKNESS OF FILL MATERIAL

INSTALLED ON EACH SIDE OF THE WALL

BETWEEN THE TOP OF THE GYPSUM

BOARD AND BOTTOM OF THE CONCRETE
FLOOR. FOR 1 HOUR SYSTEMS AND IN 2

HOUR SYSTEMS WHERE PACKING

MATERIAL OR FORMING MATERIAL ARE

NOT USED, BOND BREAKER TAPE TO BE

APPLIED TO CEILING RUNNER ON EACH
SIDE OF WALL.
2 1/2" MIN. WIDE STUDS CUT 1 INCH LESS IN

LENGTH THAN ASSEMBLY HEIGHT WITH

BOTTOM NESTING IN AND RESTING ON

FLOOR RUNNER AND WITH TOP NESTING IN
CEILING RUNNER WITHOUT ATTACHMENT.

STUD SPACING NOT TO EXCEED 24" O.C.
2016-0517

REINFORCING BARS PER

STRUCTURAL DRAWINGS
6" MINIMUM NOMINAL C.M.U. WALL
SOLID FILLED WITH GROUT. SEE
STRUCTURAL PLANS FOR C.M.U.

SIZES AND SEE ARCHITECTURAL

PLANS FOR LOCATIONS OF RATED
WALLS.
2 COAT EXTERIOR CEMENT
PLASTER OR 5/8" TYPE 'X' GYPSUM

BOARD OVER FURRING

CHANNELS PER PLANS (NOT

REQUIRED FOR RATING) (AS

OCCURS PER PLANS)

TOOL MORTAR JOINTS PER
SPECIFICATIONS.

REF. C.B.C TABLE 721.1 (2) ITEM 3 -1.4
SEE SHEET A -X.XX FOR PENETRATION DETAILS
MINIMUM 3-5/8" METAL STUD WALL, SPACING PER

STRUCTURAL DRAWINGS
2 LAYERS 5/8" THICK GYPSUM WALL BOARD

SOUND BATT INSULATION, SEE INSULATION

SCHEDULE
FIRE RATING: ONE HOUR
STC: 60-64
ASSEMBLY: GA FILE NO. WP 5001
1 LAYER 5/8" THICK GYPSUM WALL BOARD
5/8" THICK GYPSUM WALL BOARD

ACOUSTICAL INSULATION PER

SCHEDULE
UNIT
MINIMUM 3 -5/8" METAL STUD WALL,

SPACING PER STRUCTURAL DRAWINGS
FIRE RATING:

STC:

ASSEMBLY:

FRAMING PER PLANS

ACOUSTICAL INSULATION

PER SCHEDULE

WALL TYPE PER PLAN

AND SCHEDULE

CEILING WHERE OCCURS
VARIES

SEE FINISH SCHEDULE

CEILING HEIGHT

VARIES FOR LEVEL

FLOOR HEIGHT
0' - 0 1/4"

CONCRETE SLAB PER

STRUCTURAL PLANS

SUPERIOS DRYWALL
EDGE TRIM # SET 058-118

SEALANT AND BACKER ROD

CONCRETE SLAB PER

STRUCTURAL PLANS

ADDITIONAL LAYER OF
5/8" TYPE X GYPSUM
WALLBOARD REQUIRED @

ACOUSTICAL SEPARATIONS
SEE DETAIL 4 ON THIS SHEET

FOR HEAD OF WALL DETAIL

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

METAL &

CONCRETE
FRAMED
WALL

ASSEMBLIES
A7.21
3" = 1'-0" 9NON - RATED INT. METAL STUD WALL
3" = 1'-0" 101-HR RATED BLDG EXT. WALL (METAL)
3" = 1'-0" 3CMU WALL-METAL STUD
12" = 1'-0" 7METAL FRAME WALL NOTES
3" = 1'-0" 12CEILING HIGH PARTITION (METAL)
3" = 1'-0" 131-HR FULL-HEIGHT WALL FRMG (METAL)
12" = 1'-0" 1CONCRETE / CMU WALL NOTES
3" = 1'-0" 6TYPICAL 2 & 3-HR CONC. WALL OR COLUMN
3" = 1'-0" 152-HR STUD WALL
3" = 1'-0" 142-HR SHAFT WALL - METAL
3" = 1'-0" 113-HR WALL AT GARAGE CORE
1 1/2" = 1'-0" 2CMU/METAL STUD WALL
1 1/2" = 1'-0" 4RATED HEAD OF WALL AT METAL STUDS
3" = 1'-0" 52 & 3-HR CMU WALL ASSEMBLY
3" = 1'-0" 191-HR FIRE PARTITION (UNIT PARTY WALL)
3" = 1'-0" 17NON - RATED FURRING WALL WALL
3" = 1'-0" 181-HR CORRIDOR/ UNIT PARTITION WALL
Date Issues / Revisions:
1' - 9"
1' - 9"
1' - 0" 1' - 0" 1' - 0"
2' - 0"
1' - 0"
1' - 9" 2' - 4"
1' - 6"
1' - 6"
EQ. EQ.
8' - 0"
8' - 0"
1' - 0"
NOTES:

1.OVERALL DIMENSIONS TYPE. FOR SINGLE WORKD PAVEMENT MARKINGS

2.REFER TO MANUAL OF UNIFORM CONTROL DEVICES "MARKINGS" SECTIONS FOR ADDITIONAL

INFORMATIONS
6' - 0"
TYP
1' - 0"
2' - 0" TYP.

TRAFFIC YELLOW

UTILITY PIPING
8 GA GALV. STEEL

PIPE GAURD

COLUMN OR WALL

PER PLAN
NOTE : PROVIDE UTILITY

PROTECTION FOR ALL PLUMBING,

MECHANICAL, ELECTRICAL,

FIRE/LIFE SAFETY SYSTEMS AT

ALL LOCATIONS ADJACENT

PARKING STALLS AND DRIVE
AISLES
- TYPICAL ALL GARAGE AREAS
6"
3' - 6"

UTILITY PIPING
8 GA GALV. STEEL

PIPE GAURD

COLUMN OR WALL

PER PLAN

COORDINATE ATTACHMENT

WITH STRUCTURAL

ENGINEER

ELEVATION
PLAN
.0.2"
*0.9"
*0.45"

TAPERED EDGES

WHERE EXPOSED

TYPICAL SECTION
FLOOR
PER M
FGR.

PER MFGR.

1.125"

1.125"
TYP.

2.350"
TYP.

2.350"
NOTE:

IF A WALK CROSSES OR ADJOINS A

VEHICULAR WAY AND THE WALKING

SURFACES ARE NOT SEPARATED BY

CURBS, RAILINGS, OR OTHER ELEMENTS

BETWEEN THE PEDESTRIAN AREAS AND

THE VEHICULAR AREAS, THE BOUNDARY

BETWEEN THE AREAS SHALL BE

DEFINED BY A CONTINUOUS

DETECTABLE WARNING WHICH SPANS

THE WIDTH OF THE OPENING AND IS A
MINIMAL DEPTH/LENGTH OF 3' -0" IN THE
DIRECTION OF TRAVEL.

GROUT CROWN
4" DIA. x 1/4" THICK

TUBE STEEL PIPE BOLLARD

FULLY GROUTED
20" DIA. STEEL PLATE
W/ (4) 4"x1/2" ANCHOR
HOOKS SPACED @ 90°,

WELDED TO TUBE

STEEL PIPE BOLLARD &

SET IN FLOOR SLAB

GARAGE FLOOR SLAB
3' - 0"
3"
1/4"

PRECAST

CONCRETE

WHEEL STOP
EPOXY

ADHESIVE SET
TO STRUCT.

CONC. SLAB
(NO DRILLING
ALLOWED).
6"
6" 4'-0" WIDE

ELEVATION SECTION

WALL PER PLANS

CONCRETE CURB PER PLANS

W/ RADIUSED CORNER

GARAGE RAMP PER

STRUCTURAL DRAWINGS
6"
6"

CMU BLOCK WALL PER
PLANS

CONCRETE CURB
PER PLANS W/ 1/2"

CHAMFER AT
CORNER

CONCRETE GARAGE
SLAB PER STRUCT.

DRAWINGS
1' - 0"
4"
NOTE: SEE WRITTEN SPECIFICATION

FOR SPECIFIC INSTALLATION

PROCEEDURES
3/8" THICK TILE FLOORING
1/4" EXPANSION JOINT WITH

SEALANT AND BACKER ROD

THINSET BOND COAT

CLEAVAGE MEMBRANE

SLOPE DEPRESSION W/
STRUC. SLAB WHERE
OCCURS

STRUCTURAL SLAB

CLEAN CONCRETE SURFACE, ROUT

AND FILL ANY CRACKS WITH A

COMPATIBLE AND FLEXIBLE EPOXY
NOTE: PROVIDE 6 MIL VAPOR BARRIER

BELOW SLAB ON GRADE

FINISH FLOOR
2"

REINFORCED MORTAR BED

PAINTED PARKING

STALL LINES

CONTROL JOINT

AT COLUMN GRID
1/8"x 3/4" SAW -CUT

SLAB ON GRADE
24" SQUARE JOINT

PATTERN, SAW -
CUT AT 45

DEGREES TO

COLUMN GRID
2' - 0"
2' - 0"

STRUCTURA

L COLUMN
NOTE: THIS DETAIL PROVIDED AS A MINIMUM
REQUIREMENT. DETAILS ON STRUCTURAL
PLANS TAKE PRECEDENT.
1' - 9" 1' - 6" 1' - 0"
1' - 6" 1' - 6"
1' - 6"
1' - 6"

RED IDENTIFICATION MARK

PER FIRE DEPARTMENT

REQUIREMENTS

FIRE EXTINGUISHER SIGNAGE

PER FIRE DEPARTMENT

REQUIREMENTS

PER FIRE DEPARTM
ENT
A. WALL CONDITION B. COLUMN CONDITION
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:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

GARAGE &

GENERAL

PARKING

DETAILS
A7.221/2" = 1'-0" 1TRAFFIC MARKING - FORWARD ARROW
1/2" = 1'-0" 2TRAFFIC MARKING - TURN ARROW
1/2" = 1'-0" 5TRAFFIC MARKING - STOP
1/2" = 1'-0" 6TRAFFIC MARKING - PED. CROSSWALK
1 1/2" = 1'-0" 13PIPE GUARD
1" = 1'-0" 11DETECTABLE WARNING SURFACE
1 1/2" = 1'-0" 12PIPE BOLLARD
3" = 1'-0" 15WHEEL STOP
3" = 1'-0" 3CONCRETE CURB AT RAMP
3" = 1'-0" 7TRASH ROOM CURB
6" = 1'-0" 9TILE FLOOR
1/4" = 1'-0" 8CONTROL JOINT LAYOUT - TYP.
1/2" = 1'-0" 10TRAFFIC MARKING - FORK ARROW
1/2" = 1'-0" 4FIRE EXTINGUISHER
Date Issues / Revisions:
1' - 6"
2' - 0"

STANDARD
9' - 0"
8'-0" @ VAN
5' - 0" TYP.

STANDARD
9' - 0"
4" WIDE STRIPE

TYPICAL
0' - 3"
4" WIDE STRIPE

TYPICAL
6"X6"X4' -0" PRE -CAST CONCRETE

WHEEL STOP AT SINGLE STALL

COLUMN/WALL PER

BUILDING PLANS
0' - 4"
AISLE
DRIVE
0' - 9"
0' - 9"

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY
REFER TO DETAIL 6
SHEET GEN 6
EQ EQ
TYP. 3'-0"
4" WIDE PAINTED
3' -0" O.C. AT 45

DEGREE ANGLE AT

LOADING ZONE

NO PARKING

NO PARKING STENCILED
IN WHITE, 12" HIGH

LETTERS
1' - 6"
2' - 0"

STANDARD
9' - 0"
5-0" @ TYP.
8' - 0" VAN.
4" WIDE STRIPE

TYPICAL
0' - 5"
4" WIDE STRIPE

TYPICAL
0' - 4"
AISLE
DRIVE
0' - 9"

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY
REFER TO DETAIL 6
SHEET GEN 6
EQ EQ
TYP. 3'-0"
4" WIDE PAINTED
3' -0" O.C. AT 45

DEGREE ANGLE AT

LOADING ZONE

NO PARKING

NO PARKING STENCILED
IN WHITE, 12" HIGH

LETTERS
0' - 4"

ACCESSIBLE PARKING

STALL DESIGNATION

SIGN PER DETAIL
6"

STRUCTURAL, MECHANICAL, UTILITY

OR SIMILAR APPURTENANCES ARE

ONLY PERMITTED ADJACENT TO

REQUIRED STALL AREAS IF THE

REQUIRED WIDTH OF THE STALL IS
INCREASED AT LEAST SIX (6) INCHES
6" 6"
1' - 6"
2' - 0"
18' - 0"

STANDARD
8' - 6"

STANDARD
8' - 6"
4" WIDE STRIPE

TYPICAL
4" WIDE STRIPE

TYPICAL
6"X6"X4' -0" PRE -CAST

CONCRETE WHEEL STOP

AT SINGLE STALL

COLUMN/WALL/

PER BUILDING PLANS
AISLE
DRIVE
6"
9"

PAINTED STALL

IDENTIFICATION SIGN
EQ EQ
25' - 6"
1' - 6"
@ DEAD ENDS
9"
6"

STRUCTURAL, MECHANICAL, UTILITY OR

SIMILAR APPURTENANCES ARE ONLY PERMITTED

ADJACENT TO REQUIRED STALL AREAS IF

THE REQUIRED WIDTH OF THE STALL IS
INCREASED AT LEAST SIX (6) INCHES
1' - 6"
2' - 0"
12' - 0" 5' - 0" VAN. 9' - 0"
4" WIDE STRIPE

TYPICAL
0' - 5"
4" WIDE STRIPE

TYPICAL
0' - 4"
AISLE
DRIVE
0' - 9"
EQ EQ
TYP. 3'-0"
4" WIDE

PAINTED(GREEN)
3' -0" O.C. AT 45

DEGREE ANGLE AT

LOADING ZONE

NO PARKING
0' - 4"
10"

EV CHARGING
ONLY
EQ EQ

EV CHARGING
ONLY

STANDARD ACCESSIBLE

EVCS STALL

VAN ACCESSIBLE

EVCS STALLS
FUTURE LETTERS "EV CHARGING ONLY"
12INCHES HIGH MIN, CENTERLINE OF
THE TEXT SHALL BE A MAXIMUM 6

INCHES FROM THE CENTERLINE OF THE

VEHICLE SPACE
PER CBC 11B -812.9

LOCATE EV CHARGER TO

PLACE WHERE CABLE REACHABLE,
PER MFG & 11B -812.10

CLEAR FLOOR
SPACE

FUTURE EVCS

IDENTIFICATION SIGN,
MINUMUM AREA 70 Sq.in,
CBC 11B -812.8

ACCESSIBLE ROUTE
@ AISLES LESS
THAN 28' -0" WIDE
9"
10"
4' - 0"
2' - 6"

FUTURE CHARGING CABLE

OBSTRUCTION AS

OCCURS PER PLANS
* ONE IN EVERY 25 EV SPACES, BUT NOT LESS THAN ONE,
SHALL ALSO HAVE AN 8 -FOOT WIDE MINIMUM AISLE. A 5 -

FOOT WIDE MINIMUM AISLE SHALL BE PERMITTED PROVIDE
THE MINIMUM WIDTH OF THE EV SPACE IS 12 FEET.

DEFINITION:

- OFF -BOARD CHARGING EQUIPMENT USED TO CHARGE
AN ELECTRIC VEHICLE.
- A SPACE INTENDED FOR FUTURE INSTALLATION OF EV

CHARGING EQUIPMENT AND CHARGING OF ELECTRIC
VEHICLES.
- ONE OR MORE ELECTRIC VEHICLE CHARGING SPACES

SERVED BY ELECTRIC VEHICLE CHARGER(S) OR OTHER

CHARGING EQUIPMENT ALLOWING CHARGING OF
ELECTRIC VEHICLES. ELECTRIC VEHICLE CHARGING
STATIONS ARE NOT CONSIDERED PARKING SPACES.
- THE CONDUCTORS, INCLUDING THE UNGROUNDED,

GROUNDED, AND EQUIPMENT GROUNDING

CONDUCTORS AND THE ELECTRIC VEHICLE

CONNECTORS, ATTACHMENT PLUGS AND ALL OTHER

FITTINGS, DEVICES, POWER OUTLETS, OR APPARATUS

INSTALLED SPECIFICALLY FOR THE PURPOSE OF

TRANSFERRING ENERGY BETWEEN THE PREMISES
WIRING AND THE ELECTRIC VEHICLE.

ELECTRIC VEHICLE (EV) CHARGER

ELECTRIC VEHICLE CHARGING SPACE (EV SPACE)

ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE)

ELECTRIC VEHICLE CHARGING STATION (EVCS)
NOTES:

1. NEW CONSTRUCTION SHALL COMPLY WITH 2019 CGBC
SECTION 4.106.4.1, 4.106.4.3, TO FACILITATE FUTURE
INSTALLATION AND USE OF EV CHARGERS. ELECTRIC

VEHICLE SUPPLY EQUIPMENT (EVSE) SHALL BE

INSTALLED IN ACCORDANCE WITH THE CALIFORNIA
ELECTRICAL CODE, ARTICLE 625. NOTES:

1. SEE ADDITIONAL NOTES AT DETAIL OF

ACCESSIBLE PARKING STALL

2. SEE 2019 CBC 11B -812, 11B -228.3

3. WHERE FOUR OR FEWER TOTAL EVCS
ARE PROVIDED. IDENTIFICATION WITH AN

INTERNATIONAL SYMBOL OF
ACCESSIBILITY SHALL NOT BE REQUIRED.

CBC 11B -812.8.1.
4" WIDE STRIPE

TYPICAL
EQ EQ

EV CHARGING
ONLY
9"
10" 9' - 0" 9' - 0"
EQ EQ

EV CHARGING
ONLY

STANDARD EVCS STALL

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

GARAGE &

GENERAL

PARKING

DETAILS
A7.231/4" = 1'-0" 1PARKING - TYP. ACCESSIBLE STALL
3/16" = 1'-0" 2PARKING - TYPICAL STALL
1/4" = 1'-0" 3PARKING - TYPICAL EVCS STALL
Date Issues / Revisions:

INTERIOR SIDE 1-LAYER 5/8" TYPE "X" GYPSUM
BOARD.

INSULATION PER SCHEDULE
FIRE RATING: ONE HOUR
STC: SEE ACOUSTICAL REPORT
ASSEMBLY: CBC TABLE 721.1(2) ITEM 15-1.3

RATED ASSEMBLY

FIRE RETARDANT TREATED SHEATHING
(WHERE OCCURS) O/ MIN. 2x6 FIRE RETARDANT

TREATED STUD FRAMING PER STRUCTURAL

PLANS AT TYPE III CONSTRUCTION PER CBC
602.3
EXTERIOR SIDE 7/8" CEMENT PLASTER, 1:4 FOR
SCRATCH COAT AND 1:5 FOR BROWN COAT, BY

VOLUME, CEMENT TO SAND O/ WRB PER WP

DRAWINGS
EXT. INT.

NOTE:

WHERE WASTE AND WATER SUPPLY PIPING IS

REQUIRED IN INTERIOR PARTITION WALLS THE

PARTITION WALL SHALL BE CONSTRUCTED WITH THE
FOLLOWING REVISIONS :

1. 2X4 STUDS ON A 2X8 PLATE OR DOUBLE 2X WALLS.

SEE PLANS

2. ONE LAYER OF BATT INSULATION FRICTION FIT
BETWEEN THE STUDS WHERE PIPING OCCURS.

3. AT SOUND SENSITIVE AREAS PROVIDE BATT

INSULATION FRICTION FIT BETWEEN STUDS
MINIMUM 2X4 WOOD STUDS MAXIMUM 24" O.C. WITH 5/8"
TYPE "X" GYPSUM BOARD APPLIED VERTICALLY OR

HORIZONTALLY TO EACH SIDE OF WOOD STUDS &
NAILED w/ 6d COOLER OR WALLBOARD NAILS AT 7" O.C.

WITH END JOINTS ON NAILING MEMBERS. STAGGER
JOINTS EACH SIDE. SEE STRUCTURAL FRAMING,
SEGMENT AND ENLARGED UNIT PLANS FOR SIZES.

NOTE:

APPLY WOOD STRUCTURAL PANELS PER

STRUCTURAL DRAWINGS TO STUDS PRIOR TO

APPLICATION OF FINISHES
SEE SHEET FOR PENETRATION DETAILS Ax.xx -
FIRE RATING: ONE HOUR
STC: NA
ASSEMBLY: CBC TABLE 721.1(2) 14-1.3
INSULATION PER SCHEDULE.

FIRE RATING: TWO HOUR
STC: NA
ASSEMBLY: CBC TABLE 721.1(2) 15-1.6

RATED ASSEMBLY
2" X 6" FIRE -RETARDANT -TREATED WOOD STUDS 16"
ON CENTER.

FIRE RETARDANT SHEATHING WHERE OCCURS
INTERIOR FACE HAS TWO LAYERS OF 5/8" TYPE X

GYPSUM WITH THE BASE LAYER PLACED VERTICALLY
AND ATTACHED WITH 6D BOX NAILS 12" ON CENTER.

THE FACE LAYER IS PLACED HORIZONTALLY AND
ATTACHED WITH 8D BOX NAILS 8" ON CENTER AT
JOINTS AND 12" ON CENTER ELSEWHERE.

THE EXTERIOR FACE HAS A BASE LAYER OF 5/8"

TYPE X GYPSUM SHEATHING PLACED VERTICALLY
WITH 6D BOX NAILS 8" ON CENTER AT JOINTS AND 12"
ON CENTER ELSEWHERE. AN APPROVED BUILDING

PAPER IS NEXT APPLIED, FOLLOWED BY SELF -

FURRED EXTERIOR LATH ATTACHED WITH
2 1/2", NO. 12 GAGE GALVANIZED ROOFING NAILS
WITH A 3/8" DIAMETER HEAD AND SPACED 6" ON
CENTER ALONG EACH STUD.

CEMENT PLASTER CONSISTING OF A 1/ 2" BROWN
COAT IS THEN APPLIED. THE SCRATCH COAT IS
MIXED IN THE PROPORTION OF 1:3 BY WEIGHT,
CEMENT TO SAND WITH 10 POUNDS OF HYDRATED
LIME AND 3 POUNDS OF APPROVED ADDITIVES OR
AD MIXTURES PER SACK OF CEMENT. THE BROWN
COAT IS MIXED IN THE PROPORTION OF 1:4 BY

WEIGHT, CEMENT TO SAND WITH THE SAME

AMOUNTS OF HYDRATED LIME AND APPROVED

ADDITIVES OR ADMIXTURES USED IN THE SCRATCH
COAT.

NOTE: APPLY WOOD STRUCUTRAL PANEL

PER STRUCTURAL DRAWINGS TO STUDS
PRIOR TO APPLICATION OF FINISHES.

EXT .INT .
.TWO LAYERS 1"X24"

PROPRIETARY TYPE X

GYPSUM PANELS INSERTED
BETWEEN 2" FLOOR AND
CEILING RUNNERS WITH 2"

STEEL H STUDS BETWEEN

ADJACENT PAIRS OF
GYPSUM PANELS. 2"

MINERAL FIBER
INSULATION, 3.0 pcf,

APPLIED OVER EACH SIDE

AND STAPLED TO GYPSUM
PANELS. (NLB)

WOOD STRUCTURAL PANELS,

SEE STRUCTURAL DRAWINGS

EXTERIOR CEMENT PLASTER

PER SPECIFICATIONS WHERE

OCCURS, SEE BUILDING
PLANS.

FIRE RATING: THREE HOUR
STC:

ASSEMBLY: GA FILE NO. ASW 2600
6" RATED ASSEMBLY
2X6 WOOD STUD AT

EXTERIOR LOCATIONS
1' - 2 3/4"

1. STUD SIZES INDICATED ON THE FLOOR PLANS BY HATCH PATTERNS AND/OR KEYNOTES ARE PROVIDED TO SHOW DESIGN INTENT. REFER TO STRUCTURAL DRAWINGS FOR STUD SIZE, SPACING AND SHEAR WALL LOCATIONS.

2. REFER TO RATED ASSEMBLIES FOR DETAILED CONSTRUCTION REQUIREMENTS. GENERAL CONTRACTOR SHALL KEEP A COPY OF ALL THE RATED ASSEMBLY REPORTS AT THE JOB SITE TRAILER FOR REFERENCE.

3. REFER TO ACOUSTIC REPORT BY ACOUSTICAL CONSULTANT FOR ADDITIONAL WALL REQUIREMENTS.

4. WHERE A SUBSTITUTION TO THE RATED ASSEMBLY NOTED IN THE CONSTRUCTION DOCUMENT IS PROPOSED, A

COMPLETE SUBSTITUTION PACKAGE CONTAINING A TESTED, APPROVED ALTERNATE ASSEMBLY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN BUILDING DEPARTMENT APPROVAL AND TO COORDINATE ANY ADJUSTMENT REQUIRED BY SAID SUBSTITUTION.

5. REFER TO SHEET AX.XX FOR PENETRATION DETAILS.

6. REFER TO SHEET AX.XX FOR DEMISING WALL DETAILS.

7. REFER TO AND AND WATERPROOFING DETAILS FOR EXPANSION JOINT AND PLASTER SCREEDS.

8. PER CBC SECTION 703.7, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR

ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.

2. BE LOCATED WITHIN 15 FEET (4572 mm) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (9144 mm) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND

3. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 mm) IN HEIGHT WITH A MINIMUM 3/8 INCH (9.5 mm) STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER - PROTECT ALL OPENINGS," OR SIMILAR WORDING.

EXCEPTION: WALLS IN GROUP R-2 OCCUPANCIES THAT DO NOT HAVE A REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE.

9. APPLY SHEATHING TO STUDS PER STRUCTURAL DRAWINGS PRIOR TO APPLICATION OF FINISHES. 10 . U.N.O., SEE SPECIFICATIONS FOR QUALITY, COMPOSITION AND APPLICATION OF EXTERIOR CEMENT PLASTER. 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.
-
---
-
---
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

CORRIDOR UNIT
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
EXT. INT.

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
SPACE. EXT. INT.

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
STUD SPACE. EXT. INT.

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

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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" 21-HR EXT. (NON-BEARING) WALL
3" = 1'-0" 51-HR INT. WALL - TYP.
3" = 1'-0" 62-HR EXT. (BEARING) WALL
3" = 1'-0" 143-HR FIREWALL AT INTERIOR
12" = 1'-0" 1WOOD FRAME WALL GENERAL NOTES
3" = 1'-0" 31-HR CORRIDOR WALL
3" = 1'-0" 112-HR RATED WALL
3" = 1'-0" 72 HR INTERIOR STUD WALL
3" = 1'-0" 101-HR WALL PARTITION
3" = 1'-0" 41-HR EXT. DBL. (NON-BEARING) WALL
3" = 1'-0" 151-HR PLUMBING WALL @ CORRIDOR WALL
3" = 1'-0" 82-HR EXT. (BEARING)-FURRED WALL
3" = 1'-0" 131-HR EXT. (NON-BEARING) WALL - SIDING
3" = 1'-0" 121-HR (NON-BEARING) WALL - RAINSCREEN
3" = 1'-0" 9NON-RATED FURRING WALL
Date Issues / Revisions:

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
RISER HT.

TO M

ATCH

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

EXTERIOR UNIT

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

BALCONY UNIT

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

EXTERIOR UNIT

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

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

CONNECTION

DETAILS
A7.321 1/2" = 1'-0" 1FLOOR AT CORRIDOR/STAIR LEVEL 2
1 1/2" = 1'-0" 10FLOOR AT CORRIDOR/STAIR ROOF
1 1/2" = 1'-0" 2FLOOR AT UNIT/CORRIDOR
1 1/2" = 1'-0" 13FLOOR AT UNIT/CORRIDOR ROOF
1 1/2" = 1'-0" 7FLOOR AT UNIT/STAIR
1 1/2" = 1'-0" 6FLOOR AT UNIT/STAIR ROOF
1 1/2" = 1'-0" 81-HR FLOOR-CLG AT CORR./STOR.
1 1/2" = 1'-0" 4EXT. STAIR UP AT LANDING
1 1/2" = 1'-0" 9EXT. STAIR / CORRIDOR AT ROOF LEVEL
1 1/2" = 1'-0" 111-HR EXT. FLOOR FRAMING(PARALLEL)
1 1/2" = 1'-0" 12FLOOR FRAMING AT UNIT/BALCONY
1 1/2" = 1'-0" 3STAIR LANDING
1 1/2" = 1'-0" 5
2-HR EXT. FLOOR

FRAMING(PERPENDICULAR)
Date Issues / Revisions:

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
AX. 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"

PER FLOOR/CEILING ASSEM
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

PER ROOF ASSEM
BLY
T.O. PLATE
T.O.PARAPET SLOPE 1% MIN.

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

PER FLOOR ASSEM
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

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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 TRASH
CHUTE

ASSEMBLY
A7.403/4" = 1'-0" 1TRASH CHUTE ASSEMBLIES WRAP
1" = 1'-0" 13TRASH CHUTE TERMINATION AT ROOF
1 1/2" = 1'-0" 7SHAFT WALL @ FLOOR / CEILING
1 1/2" = 1'-0" 8SHAFT WALL @ ROOF
1 1/2" = 1'-0" 3SHAFT WALL 1 @ PODIUM LEVEL
1 1/2" = 1'-0" 4SHAFT WALL 2 @ PODIUM LEVEL
3" = 1'-0" 11JOINT @ MECHANICAL SHAFT
3" = 1'-0" 12JOINT @ 2-HR SHAFT
Date Issues / Revisions:

OCCUP. SEPARATION / FIRE PARTITION (PARTY WALL)
AT 3RD FLOOR

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

WALL) AT ROOF
1-HOUR ROOF ASSEM
BLY
1HR- ASSEMBLY
ASSEM
BLY
1 HR FLOOR CEILING
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17 18 19 20
10 9
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-HR 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 EXCEEDS 10'-0"
PROVIDE ADD'L. ASW
CLIPS
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. FOR ADDITIONAL INFORMATION, SEE SHEET A -70.1 4.

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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
A7.411 1/2" = 1'-0" 51-HR FIRE PARTITION (DEMISING WALL) 1 1/2" = 1'-0" 93-HR FIREWALL-SECTION
12" = 1'-0" 1NOTES - FIRE WALL

FIRE WALL NOTES

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

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA 13 F IRE 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 SPRI NKLERS 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 PERPENDIC ULAR 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 BETWE EN 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 D RAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE PERPENDIC ULAR 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:

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

STAIR DETAIL
A7.51
Date Issues / Revisions:

RENEWAL
DATE

RCHITECT

DESNECIL
A

A LI FORNIA

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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

ELEVATOR
DETAIL
A7.52
Date Issues / Revisions:
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

VERIFY W
ITH M

ANUFACTURER
10" W
IDE X 25" HIGH CLEAR
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" M
IN.
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
-

VERIFY W
ITH M

ANUFACTURER
10" W
IDE X 25" HIGH CLEAR
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 BLOCK -

IN 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 HR
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:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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
A7.531 1/2" = 1'-0" 1STANDPIPE AT CORRIDOR ELEVATION
1 1/2" = 1'-0" 2WATER CLOSET WASTE LINE
1 1/2" = 1'-0" 3B-VENT ASSEMBLY DETAIL
1 1/2" = 1'-0" 4MECHANICAL VENT AT EXTERIOR WALL
3" = 1'-0" 51-HR RECESS FOR FIRE EXTINGUISHER
1 1/2" = 1'-0" 6STANDPIPE AT CORRIDOR PLAN
3" = 1'-0" 8EXHAUST DUCT AT DECK
1 1/2" = 1'-0" 9EXHAUST FAN ROOF PENETRATION
1 1/2" = 1'-0" 7SHOWER WASTE TRAP PENETRATION
3" = 1'-0" 102-HR RECESS FOR FIRE EXTINGUISHER
1 1/2" = 1'-0" 111-HR RATED BOX
1 1/2" = 1'-0" 12BATHTUB WASTE TRAP DETAIL
1 1/2" = 1'-0" 13RECESSED CAN LIGHT AT UNIT
1 1/2" = 1'-0" 14FIRE-RATED LIGHT FXTR IN RATED CLG
1 1/2" = 1'-0" 15RECESSED CAN LIGHT AT CORRIDOR
3" = 1'-0" 16RETAIL SHAFT TERMINATION
1 1/2" = 1'-0" 17FIRE STOPPING AT DUCT PNTRTNS
1 1/2" = 1'-0" 18RETURN AIR LOCK BLOCKOUT
1 1/2" = 1'-0" 19RECESSED LIGHT FIXTURE
1 1/2" = 1'-0" 201-HR HORIZONTAL DUCT CHASE
Date Issues / Revisions:

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" M
IN
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.

ANUFACTURER
0" M
IN. - 2 3/8" M
AX

VERIFY W
ITH

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.

M
INIM
IZE

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" M
INIM
UN

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
M
INIM
IZE

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 NON-

COMBUSTIBLE 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:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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
A7.5412" = 1'-0" 1GENERAL NOTES
3" = 1'-0" 32" MAX PENETRATION THRU GYP BD
3" = 1'-0" 42" MIN PENETRATION THRU G.B. CONST.
3" = 1'-0" 5ELECTRICAL DUCT PENETRATION
3" = 1'-0" 6STAG PEN. AT 2-HR PARTY WALL
3" = 1'-0" 7ELECTRICAL BOX UP TO 16 SQ. IN.
3" = 1'-0" 82" MAX PENETRATION THRU CMU WALL
3" = 1'-0" 92" MIN PENETRATION THRU CMU WALL
3" = 1'-0" 10PIPE PENETRATION AT DRYWALL
3" = 1'-0" 11FIXTURE PENETRATION IN RATED WALL
3" = 1'-0" 12FIXTURE PEN. IN RATED CMU WALL
1" = 1'-0" 13FIRE STOPPING AT 3-HR PODIUM SLAB
6" = 1'-0" 14SUSPENDED PIPE HANGER
3" = 1'-0" 15NON - RATED HANGER PEN AT CLG
3" = 1'-0" 16NON-STRUCTURAL MOLLY BOLT THRU
1" = 1'-0" 18MECHANICAL DUCT PENETRATION
1" = 1'-0" 19PLUMB. PENETRATION AT ELEC. RM
3" = 1'-0" 20NON - COMBUSTIBLE PIPE AT WALL
Date Issues / Revisions:

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-HOUR ASSEM
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-HOUR ASSEM
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.

Job No.:

Drawn:

Checked:

BID Date:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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
A7.5512" = 1'-0" 1
SPRAY APPLIED FIRE PROTECTION @
STEEL
1 1/2" = 1'-0" 2
1-HR GYPSUM BOARD COLUMN

PROTECTION
1 1/2" = 1'-0" 51-HOUR DROPPED BEAM PROTECTION
1 1/2" = 1'-0" 61-HR BEAM PROTECTION
1 1/2" = 1'-0" 71-HR DROPPED BEAM WITH SOFFIT
1 1/2" = 1'-0" 81-HR BEAM PROTECTION WITH SOFFIT
1 : 5 9STEEL COLUMN & BEAM PROTECTION
1 : 5 11BEAM W/O NAILER @ FLOORING/CLG ASSY
1 1/2" = 1'-0" 122-HR DROPPED BEAM
1 1/2" = 1'-0" 13*1-HR PROTECTION AT BEAM
1 1/2" = 1'-0" 141-HR PROTECTION AT WOOD BEAM
3" = 1'-0" 3STEEL BEAM INTERFACE WITH FLOOR/CLG
1 : 5 4BEAM INTERFACE WITH FLOOR/CLG ASSY
3" = 1'-0" 171-HR COLUMN PROTECTION AT WALL
Date Issues / Revisions:

PLYWOOD LAYER OVER WOOD -FRAMED ROOF STRUCTURE -
SLOPE TO DRAIN 1/2" PER FOOT
PLAN
T.O. ROOF
SHEATHING 2".
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

AT FLANGE ISOMETRIC VIEW - NTS

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
M
IN.
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" M
IN.

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' M
IN.
4" M
IN.
8" M
IN.

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
ASSEM
BLY
1HR RATED ROOF
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:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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
A7.913/4" = 1'-0" 1ROOF DRAIN
3" = 1'-0" 4VENT AT ROOF
1" = 1'-0" 5MULTIPLE PIPE PENETRATIONS
1 1/2" = 1'-0" 7PARAPET W/COPING
3" = 1'-0" 8PARAPET / WALL BASE
3" = 1'-0" 10PARAPET COPING, TYP.
3" = 1'-0" 11
ROOFING TERMINATION @
PLASTER1
1 1/2" = 1'-0" 17MECHANICAL EQUIPMENT PLATFORM
3" = 1'-0" 18FALL PROTECTION ANCHOR
1 1/2" = 1'-0" 19DRAIN AT ROOF PAVERS
Date Issues / Revisions:

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
AX
1/4' M
AX
2 1
2 1
1/2" M
AX
2 1
PER MANUF. PER MANUF.

PER M
ANUF.

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 OPENING

DOOR 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

SEE PLAN

BOTTOM BAR AND SAFETY

EDGE BY MANUFACTURER
M
ANUF.

PER
PER M
ANUF.

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"
AT JAM
BS
3" M
IN. 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" AT COM
M
ON
3/4" M

AX AT UNITS
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:
411 EAST HUNTINGTON
DRIVE
SUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
TAG design works
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
A8.1112" = 1'-0" 1NOTES - DOOR FLASHING
3" = 1'-0" 2INTERIOR THRESHOLD
3" = 1'-0" 4COILING DOOR JAMB
3" = 1'-0" 5DOOR FRAME, HEAD/JAMB,H.M. @ CONC
3" = 1'-0" 6DOOR FRAME. HEAD/JAMB, H.M. @ CMU
3" = 1'-0" 7HOLLOW-METAL DR HEAD@STAIR(2-HR)
1 1/2" = 1'-0" 8COILING DOOR HEAD
3" = 1'-0" 9DOOR FRAME,HEAD/JAMB,H.M.@MTL FRMG
3" = 1'-0" 10DOOR FRAME, JAMB, STOREFRONT @ CMU
3" = 1'-0" 11HOLLOW-METAL DOOR HEAD (JAMB SIM)
3" = 1'-0" 12BIPASS DOOR HEAD
3" = 1'-0" 13FOLDING DOOR THRESHOLD
3" = 1'-0" 14FOLDING DOOR - HEAD
3" = 1'-0" 15FOLDING DOOR JAMB - OPENING SIDE
6" = 1'-0" 16PATIO FRENCH DOOR SILL
6" = 1'-0" 17PATIO FRENCH DR SILL @ PODIUM LEVEL
Date Issues / Revisions:

Santa Ana City CouncilNovember 21, 2023

Santa Ana City Council
November 21, 2023