Page 1

‐ ‐ ‐ ‐ ‐

DP NO.

No

01

02/26/18

Date

No

Revision Description

Date

2014-51R

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

COVER SHEET

th 5

AND HARBOR

421 N HARBOR Blvd Santa Ana, CA 92703.

OWNER:

CHARLES COMPANY

9034 W. SUNSET BLVD WEST HOLLYWOOD, CALIFORNIA 90069 TEL. (310) 247-0900 FAX. (310) 247-1525

SHEET NUMBER:

G‐0.1


‐ ‐ ‐ ‐ ‐

DP NO.

No

Revision Description

Date

2014-51R

01

02/26/18

Date

SHEET INDEX SHEET NUMBER SHEET NAME A-3.1 ELEVATIONS A-4.0 SECTIONS A-4.1 SECTIONS A-4.2 SECTIONS A-5.1 WALL SECTIONS A-5.2 WALL SECTIONS A-5.3 WALL SECTIONS A-6.1 STAIRS PLANS & SECTIONS A-6.2 STAIRS PLANS & SECTIONS A-6.3 RESTROOM LAYOUTS A-6.4 RESTROOM LAYOUTS A-7.1 UNIT LAYOUT PLAN A-7.2 UNIT LAYOUT PLAN A-7.3 UNIT LAYOUT PLAN A-8.1.1 FINISH SCHEDULE A-8.1.2 FINISH SCHEDULE A-8.2 PROJECT DOOR SCHEDULE A-8.2.1 UNIT DOOR SCHEDULE A-8.2.2 UNIT DOOR SCHEDULE A-8.6 WINDOW SCHEDULE A-9.1 WALL TYPE- EXTERIOR WALL A-9.2 WALL TYPE- INTERIOR WALL A-9.3 WALL TYPE- SHAFT WALL A-9.4 DETAILS-ROOF A-9.5 DETAILS-STAIRS A-9.6 DETAILS-INTERIOR A-9.7 DETAILS-RAILINGS A-9.8 DETAILS-DOORS A-9.9 DETAILS-DOORS A-9.10 DETAILS-WINDOWS A-9.11 DETAILS A-9.12 DETAILS-PARKING A-10.1 ELEVATOR DETAIL A-10.2 ELEVATOR DETAIL A-10.3 SPEC.MISC A-10.4 SPECS.BIKE RACKS A-10.5 REPORT SHEET

No

SHEET INDEX SHEET NUMBER SHEET NAME G-0.1 COVER SHEET G-0.2 SHEET INDEX G-1.1 PROJECT INFORMATION G-1.2 SURVEY G-1.3 CONDITION OF APPROVAL G-1.4 GENERAL NOTES A-0.1 EXIT PLAN A-0.2 FIRE RATING PLAN A-0.3.1 OCCUPANCY LOADS & EGRESS A-0.3.2 OCCUPANCY LOADS & EGRESS A-0.4.1 ACCESSIBILITY NOTES A-0.4.2 ACCESSIBILITY NOTES A-0.4.3 ACCESSIBILITY NOTES A-0.5.0 EXHIBIT A. RESIDENTIAL FLOOR AREA A-0.5.1 EXHIBIT A. RESIDENTIAL FLOOR AREA A-0.6.0 EXHIBIT B. OPEN SPACE COMPLIANCE A-0.6.1 EXHIBIT B. OPEN SPACE COMPLIANCE A-0.7 EXHIBIT C. PROTECTED OPENING ANALYSIS A-1.0 SITE PLAN A-1.1 LEVEL 1 PLAN A-1.2 LEVEL 2 PLAN A-1.3 LEVEL 3 PLAN A-1.4 LEVEL 4 PLAN A-1.5 LEVEL ROOF PLAN A-1.5.1 ROOF TRIBUTARY AREA A-2.1 LEVEL 1 RCP A-2.2 LEVEL 2 RCP A-2.3 LEVEL 3 RCP A-2.4 LEVEL 4 RCP A-3.0 ELEVATIONS

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

SHEET INDEX

OWNER:

CHARLES COMPANY

SHEET NUMBER:

G‐0.2


PROJECT INFORMATION JURISDICTION

VICINITY MAP

SPECIFIC NOTES

ABBREVIATIONS

CITY OF SANTA ANA SP2 HARBOR CORRIDOR PLAN

BUILDING OCCUPANCY

PARKING GARAGE

GROUP S-2 OCCUPANCY

RESIDENTIAL

GROUP R-2 OCCUPANCY

COMMERCIAL

GROUP A-2 OCCUPANCY

SITE

TABLE 508.4 REQUIRED SEPERATION OF OCCUPANCIES (SPRINKLERED BUILDING) 1HR.

RESIDENTIAL

1HR.

COMMERCIAL

NO SEPARATION REQUIEMENT

4 STORIES OF TYPE V-A WRAPPED AROUND 4 STORIES OF TYPE I-A

SCOPE OF WORK

TYPE I-A

FIRE RESISTIVE REQUIREMENTS STRUCTURAL FRAMING:

3 HOUR

BEARING WALLS-EXT:

3 HOUR

BEARING WALL-INT:

3 HOUR

NON-BEARING - EXT WALLS:

PROPOSED CONSTRUCTION OF FOUR STORY APARTMENT PROJECT WITH 94 UNITS WRAPED AROUDN A 4 STORY PARKING STRUCTURE. IN ADDITION, APPROXIMATELY 9,556 SQUARE FEET OF COMMERCIAL SPACEIS PROPOSED TO BE PROVIDED. THE PROJECT ALSO INCLUDES 20 PERCENT OF THE 1.85 ACRE SITE (80,639SF) TO BE DEDICATED FOR COMMON OPEN SPACE AND RECREATIONAL AREAS. THE PROJECT HAS BEEN DESIGNED AS A "LINED BLOCK" BUILDING TYPE WITH A "SHOPFRONT" FRONTAGE TYPE ON HARBOR BLVD AND "STOOP" FRONTAGE TYPE ON FIFTH AND FIGUERA STREETS. THE PROJECT ARCHITECTURE WILL FEATURE A " CALIFORNIA CONTEMPORRAY " DESIGN WHICH EMPHASIZES SIMPLE MASSING OVER STRUCTURAL ARTICULATION AND IS CHARACTERIZED BY A VARIETY OF EARTH TONES AND NATURAL MATERIALS.

1 HOUR UNDER 30 FT; 0 HOUR OVER 30 FT

NON-BEARING - INT WALLS:

0 HOUR

FLOOR CONSTRUCTION:

2 HOUR

ROOF CONSTRUCTION

FIN. FL. FLASH. FLOUR. F.O.C. FO. F.O.F. F.O.S. FT. FTG. FURR. FUT. GA. GALV. G.B. GL. GND. GR. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. INSUL. INT. I.D.

FINISH FLOOR FLASHING FLUORESCENT FACE OF CONCRETE FINISH OPENING FACE OF FINISH FACE OF STUDS FOOT OR FEET FOOTING FURRING FUTURE GAUGE GALVANIZED GRAB BAR GLASS GROUND GRADE GYPSUM HOSE BIBB HOLLOW CORE HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSULATION INTERIOR INSIDE DIMENSION

JT. JAN. LAB. LAM. LAV. LT. MAX. MDF. MEMB. MET. MFR. MIN. MIR. M.O. MTD. MISC. MUL. N.I.C. NO OR # NOM. N.T.S. O.D. O.A. O.C. OFF. OPNG. OPP. PRCST. PL. P. LAM.

JOINT JANITOR LABORATORY LAMINATE LAVATORY LIGHT MAXIMUM MEDIUM DENSITY FIBERBOARD MEMBRANE METAL MANUFACTURER MINIMUM MIRROR MASONRY OPENING MOUNTED MISCELLANEOUS MULLION NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERFLOW DRAIN OVERALL ON CENTER OFFICE OPENING OPPOSITE PRE-CAST PLATE PLASTIC LAMINATE

PLAS. PLYWD. PR. PTN. P.T.R. R. RAD. RD. REF. REFR. RGTR. REINF. REQ. RESIL. RM. R.O. RWD. S.C. SCHED. SECT. S.F. SH. SHT. SIM. SPEC. SQ. S.ST. S.SK. STA. STD.

PLASTER PLYWOOD PAIR PARTITION PAPER TOWEL RECEPTACLE RISER RADIUS ROOF DRAIN REFR REFRIGERATOR REGISTER REINFORCED REQUIRED RESILIENT ROOM ROUGH OPENING REDWOOD SOLID CORE SCHEDULE SECTION SQUARE FEET SHELF SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK STATION STANDARD

STL. STRL. SUSP. SYM. SD. TRD. TC. TEL. T& G. THK. TP. TW. TYP. T.O.S. UNF. U.O.N. VERT. W.C. WD. WP. WSCT. WT.

STEEL STRUCTURAL SUSPENDED SYMMETRICAL STORM DRAIN TREAD TOP OF CURB TELEPHONE TONGUE & GROOVE THICK TOP OF PAVEMENT TOP OF WALL TYPICAL TOP OF SHEATING INFINISHED UNLESS OTHERWISE NOTED VERTICAL WATER CLOSET WOOD WATERPROOF WAINSCOT WEIGHT

ZONING CODE SUMMARY ZONING DISTRICT: SPECIFIC PLAN: BUILDING TYPE: FRONTAGE TYPE:

3 HOUR

1 HOUR

SP2 HARBOR MIXED USE TRANSIT CORRIDOR LINED BLOCK (40-50 D,U,/ACRE) STOOP (W 5TH & N FIGUEROA ST)/SHOP FRONT (N HARBOR BLVD)

1 HOUR

BEARING WALL-INT:

1 HOUR UNDER 30 FT; 0 HOUR OVER 30 FT

5. DIMENSIONS INDICATED ON PLANS FOR WINDOWS ARE INTENDED AS FINISHED DIMENSIONS. GENERAL CONTRACTOR MUST CHECK ARCHITECTURAL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE START OF WORK. 6. GENERAL CONTRACTOR MUST PROVIDE SHOP DRAWING FOR THE ARCHITECT'S APPROVAL BEFORE MANUFACTURING OR FABRICATION OF THE FOLLOWING ITEMS: A: ALL PRECAST ELEMENTS B: DOORS AND WINDOWS C:SHEET METAL WORK D: RAILING AND GUARDRAILS E:STRUCTURAL STEEL ELEMENTS F: KITCHEN CABINETS H:GRANITE AND MARBLE WORK 7. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803. SPECIFY THE CLASSIFICATIONS PER TABLE 803.9 AND SECTION 803.1. 8. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE SEPARATE PLUMBING PERMIT IS REQUIRED. 9. DOORS AND WINDOWS TO BE FRAMED 3" BIGGER THAN THERE ROUGH FRAMING ON EACH SIDE TO ACCOMMODATE THE RECESSED DEATIL ON THE WINDOWS AS SPECIFIED ON DETAIL 1&2 AT A-13.3

EQUIPMENT NUMBER DEMOLITION SYMBOL DEMOLITION NUMBER

10- 4TH FLOOR ACCESS BY ELEVATOR TO BE LIMITED TO KEY ACCESS ONLY. SMOKE DETECTOR SHALL BE PROVIDED ON 4TH FLOOR ELEVATOR LOBBY AND PULL STATION ADJACENT TO EXIT STAIR.

REVISION SYMBOL

x

REVISION NUMBER SECTION SYMBOL

421 NORTH HARBOR BLVD. SANTA ANA, CA 92703

APN:

4. THE FOLLOWING ITEMS SHALL BE IN A SEPARATE PERMIT: A- DEMOLITION OF EXISTING BLDG. ON THE SITE. B- NEW FOUNTAIN & WATER FEATURES. C- MECH., ELECTRICAL AND PLUMBING. D- ELEVATOR E- GRADING F- SOLAR PANELS G- SHORING

EQUIPMENT SYMBOL x

1 HOUR

NON-BEARING - EXT WALLS:

3. 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.

DOOR SYMBOL DOOR NUMBER

xx

PROJECT INFO SITE ADDRESS:

2. THIS BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72. (907.29.9, 907.5.2.3.3, 907.5.2.3.4) AUTOMATIC SMOKE DETECTION SYSTEM SHALL BE PROVIDED IN THE COMMON AREAS.

COLUMN OR REFERENC ELINES

x

x

BEARING WALLS-EXT:

1. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM, COMPLYING WITH NFPA-13. THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION. (903.2)

SYMBOLS / NOTES

GROSS SITE AREA: 1.85 ACRES (80,639 SF) PROPOSED D.U. : 94 PROPOSED DENSITY: 50.8 D.U./ACRE

TYPE V-A STRUCTURAL FRAMING:

CORNER GUARD CEILING CAULKING CLEAR CASES OPENING COLUMN CONCRETE CONTINUOUS CONNECTION COUNTERSUNK COUNTER CENTER CERAMIC TILE CENTER OF WALL DOUBLE DRINKING FOUNTAIN DETAIL DIAMETER EXISTING EXPOSED EXPANSION FINISH GRADE FIRE ALARM FLAT BAR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CAB FIRE HOSE CABINET FIREPROOF

x

SECTION IDENTIFICATION

Ax-xx

SHEET NUMBER

198-182-36

11-CONTRACTOR SHALL REFER TO TITLE24 REPORT FOR THE FOLLOWING ITEMS: 1INSULATION USED IN BUILDING’S ENVELOPE (WALL, FLOOR, ROOF) 2GLAZING VALUES (U-VALUE, SHGC) 3ENVELOPE LEAKAGE TEST 4DUCT LEAKAGE TEST 5WATER HEATER TYPE AND EFFICIENCY 6MECHANICAL EQUIPMENT TYPES AND EFFICIENCIES

DETAIL SYMBOL x

DETAIL IDENTIFICATION

A-xx

SHEET NUMBER

PROJECT DISCRIPTION:

NON-BEARING - INT WALLS:

FLOOR CONSTRUCTION:

2 HOUR

ROOF CONSTRUCTION

3 HOUR

ELEVATION SYMBOL A-xx

X TEXT xxx

75.20'

10023 SF

23939 SF

-

56102 SF

22409 SF

20837 SF

-

2140 SF

-

52775 SF

22409 SF

20837 SF

2140 SF

-

52775 SF

22409 SF

20837 SF

1158 SF

1062 SF

2ND FLOOR

2140 SF

3RD FLOOR 4TH FLOOR

NE CORNER

75.60'

SE CORNER

74.50'

SW CORNER

74.20'

TOTAL

299.70 / 4

AVERAGE

74.92

SE CORNER

53'-6"

RESIDENTIAL

SW CORNER

53'.6"

GUEST

TOP OF FINISHED FIRST FLOOR LEVEL

MINUS 0'-4" TO 3'-4"

COMMERCIAL

NET AMENITY

9556 SF

K

L

STAIRS

ELEVATOR SHAFT

UTILITY SHAFT

LOBBY & CORRIDORS

BALC. EXCL. FR. FAR

BALC.INCL. FR. FAR

5350 SF

1038 SF

38 SF

4147 SF

2140 SF

59 SF

38 SF

4147 SF

2140 SF

727 SF

59 SF

38 SF

4147 SF

2140 SF

3088 SF

236 SF

114 SF

17791 SF

7458 SF

907 SF

59 SF

-

727 SF

59 SF

-

-

727 SF

-

-

2917 SF

77250 SF

218620 SF

86510 SF

BUILDING SETBACK

REQUIRED #UNITS

STALL/UNIT

1.5/UNIT

94

141

0.25/UNIT

94

24

1/400

9,556 SF

HANDICAP

7 IF 200<#STALLS<300

24

TOTAL

2917 SF

BUILDING SETBACK

PARKING STALL/UNIT

9556 SF

189

PROVIDED LEVEL1

52 (6 HANDICAP)

HARBOR MIXED USE TRANSIT CORRIDOR SPECIFIC PLAN

LEVEL2

59 (1 HANDICAP)

2013 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R

LEVEL3

55 (1 HANDICAP)

LEVEL4

44

TOTAL

210

OPEN SPACE

REQUIRED

PROVIDED

ADJACENT TO HARBOR BLVD (PUBLIC STREET)

MAX. 8'-0"

5'-0" TO 8'-0"

ADJACENT TO W 5TH ST (PUBLIC STREET)

MAX. 8'-0"

8'-0"

ADJACENT TO W 5TH ST (PUBLIC STREET)

MAX. 8'-0"

REAR YARD= ADJACENT TO BODYSHOP

MIN. 5'-0"

(REFER TO A.0.6.1 )

OPEN SPACE REQUIREMENT REQUIRED AREA REQUIRED DIMENSIONS PROVIDED AREA

15' AS COMMON OPEN 16,769 SF > 15% X (REFER TO A.0.6.1 SPACE 80639(LOT SIZE) = & A.0.6.1.1 ) 12095.85 SF)

COMMON OPEN SPACE

15% LOT SIZE

PRIVATE OPEN SPACE

50 SF PER UNIT 6' CONNECTED TO UNIT

8'-0"

MIN. 5'-6"

N FIGUEROA ST CENTERLINE OF N FIGUEROA ST

BYCYCLE PARKING REQUIRED

2013 CALIFORNIA ENERGY CODE, PART6, TITLE 24 C.C.R. 2013 CALIFORNIA FIRE CODE, PART9, TITLE 24 C.C.R.

SPACE/UNIT

#UNITS

STALL REQ'D

2013 CALIFORNIA GREEN BUILDING CODE, PART11, TITLE 24 C.C.R. 2013 CALIFORNIA REFERENCED STANDARD, PART 12, TITLE 24 C.C.R. 2013 AMERICAN WITH DISABILITIES ACT (ADA) STANDARDS

RESIDENTIAL

1/ 5 UNIT

RETAIL

1/ 7,500 SF

94

19

10,337 SF

75.50

8'-0" SET BACK

2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.

17'-0"

CENTERLINE OF W5TH ST

2013 CALIFORNIA BUILDING CODE VOLUMES 1 & 2, TITLE 24 C.C.R.

2013 CALIFORNIA MECHANICAL CODE (CMC), PART4, TITLE 24 C.C.R.

(REFER TO A.0.6.1 (REFER TO A.0.6.1 & A.0.6.1.1 ) & A.0.6.1.1 )

SITE SETBACK PLAN

SANT ANA MUNICIPAL CODE

2013 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.

PROVIDED DIMENSIONS

17'-0"

25'-0" DRIVEWAY (NO GATE)

73.85

4 (MINIMUUM)

20''-0" SET BACK

TABLE 503 BUILDING HEIGHT AND AREAS

24

CONSTRUCTION TYPE ALLOWED

N/A

UL

PROVIDED

1 STORY

A-2 AREA

UL

N/A

N/A

UL

UNIT TYPE

BED/BATH

NSF

UNIT 0A

0BED/1BATH

412

4

1,648

UNIT 0B

0BED/1BATH

308

1

308

N/A

3 (50')

+1 (+20)

4 (70')

AREA

N/A

12,000

SEE BELOW

40,920

SF TOTAL

5

1956

9556 SF/STORY

TOTAL STUDIO STORIES

# UNITS

4 STORY

UNIT 1A

1BED/1BATH

681

12

8172

UNIT 1B

1BED/1BATH

650

22

9750

5%

8' -0" MAX SETBACK

R-2

UNIT 1C S-2

UNIT 1D N/A

UL

20837 SF/STORY

TOTAL 1BEDROOM UNIT 2A

R-2 AREA INCREASE PER CBC 506.1

2BED/2BATH

981

3786

3

1512

43

23220

28

10'-0"

27,468

2BED/2BATH

933

9

8,397

HIGHWAY EASEMENT

5'-0" SETBACK

ALLOWABLE AREA /STORY TABULAR AREA/STORY

12,000

lf

FRONTAGE INCREASE PER 506.2

0.41

ls

SPRINKLER INCREASE PER 506.3

2

F

PERIMETER FRONTING PUBLIC WAY

858,22

870

3

2,610

UNIT 2F

2BED/2BATH

1076

6

6,456

TOTAL 2BEDROOM

CLEAR ZONE

46

44,931

49%

94

70,107

100%

28'-0" DRIVEWAY (NO GATE) T

At

2BED/2BATH

GRAND TOTAL

324'-2 1/4" BUILDING WIDTH 338'-0" LOT WIDTH

P

PERIMETER OF ENTIRE BUILDING

1,290.82 N HARBOR BLVD

W

WIDTH OF PUBLIC WAY ( WHERE> 30',30' SHALL BE USED)

30

Lf= [858,22/1,290,82-0.25]30/30= 0.41 Aa = 12,000 + [12,000*2] + [12,000*0.41] = 40,920

2

SITE PLAN -SETBACK 1" = 30'-0"

PROJECT NAME:

5th & Harbor

STRUCTURAL ENGINEER:

LANDSCAPE ARCHITECT:

KURT FISCHER STRUCTURAL ENGINEERING 17547 VENTURA BLVD, STE 302 ENCINO, CA 91316 CONTACT:KURT FISCHER, S.E. PHONE: O: 818.874.1445 M:858.922.7963

RICHARD POPE & ASSOCIATES 1585 S. D STREET, SUITE 103 SAN BERNARDINO, CA 92408 CONTACT:RICHARD POPE PHONE:(909) 888-5568

CIVIL ENGINEER:

MECHANICAL/ PLUMBING/ ELECTRICAL ENGINEER:

421 N HARBOR BLVD. SANTA ANA CA 92703

25'-0"

25'-0"

lf= [F/P - 0.25] W/30

UNIT 2D

ORIGINAL PROPERTY LINE

DESIGNER: KEVIN TSAI ARCHITECTURE 833 S SPRING STREET LOS ANGELES, CA 90014 CONTACT: KEVIN TSAI PHONE:310.486.9328

PROJECT ADDRESS:

2'-0"

STREET & HIGHWAY EASEMENT

UNIT 2B

PROJECT DIRECTORY

CHARLES COMPANY 9034 W. SUNSET BLVD. WEST HOLLYWOOD, CA 90069 CONTACT: TOM LAO PHONE:310.247.0900

46%

Aa= At+[At*lf] + [At*ls]

Aa

JT JT

5'-0" SET BACK

N/A

504

6

12'-0"

UL

1BED/1BATH

631

20'-0"

AREA

1BED/1BATH

4 STORY

10'-0"

UL

62'-0" TO CENTER OF N HARBOR BLVD

N/A

19'-10"

N/A

42'-2"

UL

CLEAR ZONE 8'-0" MAX SET BACK

STORIES

421 N HARBOR BLVD, SANTA ANA, CA,92793

OWNER:

42'-0" TO CENTER OF W 5TH ST 8'-6"

JT JT JT

32,531 SF/STORY

PROPOSED CONSTRUCTION OF FOUR STORY APARTMENT PROJECT WITH 94 UNITS WRAPED AROUDN A 4 STORY PARKING STRUCTURE.

MIX% 229'-0" BUILDING DEPTH 238'-0 3/4"

N/A

DN

5'-0"

UL

INCREASE

DN

UNIT MATRIX

W 5TH ST

STORIES

TYPE V-A

JT JT

BICYCLE PARKING PROVIDED

JT

23

JT

TOTAL

JT

2013 NFPA 13- INSTALLATION OF FIRE SPRINKLERS

PROJECT:

02/26/18

8640 SF

1062 SF

01

7458 SF

TOTAL

2013 CALIFORNIA BUILDING STANDARDS CODE, TITLE 24, CALIFORNIA CODE OF REGULATIONS AS ADOPTED BY THE BSC, DSA AND SFM.

TYPE I-A

2014-51R

ROOF

APPLICABLE CODES

GROUP

DP NO.

Date

NW CORNER

56968 SF

1ST FLOOR

GROSS AREA GROSS AREA (INC. EXT. WALLS) (EXC. EXT. WALLS)

TOTAL

J

Revision Description

SEE ZONING SUMMARY

NET PARKING S2

COMMON

H

No

PARKING SPACES

NET COMMERCIAL A2

NET RESIDENTIAL R-2

PRIVATE

G

F

Date

YES

E

No

FIRE ALARM

LOCATION

C

4'-0"

FIRE STANDPIPES AT EACH STAIR EXIT STAIR CORE

B

FLOOR AREA D

8'-0" SET BACK

ADDITIONAL FIRE PROTECTION

A

-

OPEN SPACE

BUILDING HEIGHTS (SEE ELEVATIONS)

ROOM NAME ROOM NUMBER

FLOOR AREA AND OPEN SPACE TABULATION

FULLY SPRINKLERED

GRADE PLANE CALCS (SEE SITE PLAN & SURVEY)

ROW DESIGNATION SHT. NUMBER ELEVATION NUMBER

x

11'-10"

AUTOMATIC FIRE SPRINKLERS

0 HOUR

4 STORY MIXED USE PROJECT WITH 94 MARKET RATE SINGLE, ONE AND TWO BEDROOM UNITS DESIGNED AROUND 4 STORY PARKING GARAGE WITH

N FIGUERA ST

CONSTRUCTION TYPE

A-2 TO R-2

C.G. CLG. CLKG. CLR. C.O. COL. CONC. CONT. CONN. CTSK. CNTR. CTR. C.T. COW. DBL. D.F. DET. DIA. EXST. EXPO. EXP. F.G. F.A. F.B. F.D. FDN. F.E. F.E.C. F.H.C. FPRF.

30'-0" TO CENTER OF

OCCUPANCY SEPERATIONS

PERCENT CENTERLINE DIAMETER OR ROUND POUND OR NUMBER EXISTING ANCHOR BOLT ABOVE AIR CONDITION AREA DRAIN ALUMINUM APPROXIMATE ARCHITECT ACOUSTICAL ADJUSTABLE ALUMINUM APPROXIMATE ASPHALT BOARD BITUMINOUS BUILDING BLOCK BLOCKING BEAM BOTTOM CABINET CATCH BASIN CEMENT CERAMIC CAST IRON

‐ ‐ ‐ ‐ ‐

ZONING

% C.L. Ø # (E) A.B. ABV. A/C A.D. ALUM. APPROX. ARCH. ACOUS. ADJ. ALUM. APPROX ASPH. BD. BITUM. BLDG. BLK. BLKG. BM. BOT. CAB. CB. CEM. CER. C.I.

HIGHWAY EASEMENT STREET & HIGHWAY EASEMENT ROAD EASEMENT ORIGINAL PROPERTY LINE

GIL ZULUETA MENDOZA ASSOCIATES, INC. 6185 MAGNOLIA AVENUE, #129 RIVERSIDE, CA 92506 CONTACT: GIL ZULUETA MENDOZA PHONE: 951.286.9520

SHEET TITLE:

PROJECT INFORMATION As 1" indicated = 30'-0" OWNER:

CREATIVE ENGINEERING 7123 REMMET AVE, CANOGA PARK, CA 91303 CONTACT:RICHARD IBRAHIM PHONE: 818.999.0415

CHARLES COMPANY

SHEET NUMBER:

G‐1.1


‐ ‐ ‐ ‐ ‐

DP NO.

01

No

02/26/18

Date

No

Revision Description

Date

2014-51R

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

SURVEY

OWNER:

CHARLES COMPANY

SHEET NUMBER:

G‐1.2


‐ ‐ ‐ ‐ ‐

DP NO.

01

No

02/26/18

Date

No

Revision Description

Date

2014-51R

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

CONDITION OF APPROVAL

OWNER:

CHARLES COMPANY

SHEET NUMBER:

G‐1.3


GENERAL COMMENTS

THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

1. ANY EXISTING EQUIPMENT OR BUILDING COMPONENTS TO BE ABANDONED MUST BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY. ALL UTILITIES MUST BE REMOVED TO THEIR POINT OF ORIGIN.

2. GAS SHUTOFF VALVE: AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.” (PER ORDINANCE 170,158) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000.) SEPARATE PLUMBING PERMIT IS REQUIRED.

2. FOR NEW CONSTRUCTION, AN APPROVED WEATHERPROOFING CONSULTANT MUST CERTIFY THAT THE WEATHERPROOFING ELEMENTS OF THE BUILDING HAVE BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS, ALL RELEVANT CODES, AND THE MANUFACTURER'S SPECIFICATIONS. 3. A CORROSION-RESISTANT WEEP SCREED IS REQUIRED BELOW THE STUCCO A MINIMUM 4" ABOVE GRADE OR 2" ABOVE SLAB. 4. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOKUP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES . 5. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.” (PER ORDINANCE 170,158) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000.) SEPARATE PLUMBING PERMIT IS REQUIRED. 6. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 7. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO HEIGHT NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET. SECTION 1210.2.3 USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE AS STATED IN SECTION 2509.3 8.

WATER HEATERS MUST BE STRAPPED TO A WALL (SEC. 507.3, UPC)

9. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING (RESEARCH REPORT NOT REQUIRED). 2405.5 10.

13. FLOORS OR LANDINGS ON EACH SIDE OF DOORS TO HAVE THE SAME ELEVATION. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS (MAX. 2% SLOPE) (1008.1.5)

9. SEPARATION OF PRIVATE GARAGES: EVERY WALL AND CEILING SEPARATING A DWELLING (GROUP R, DIVISION 3) FROM A PRIVATE GARAGE (GROUP U) SHALL BE PROTECTED ON THE GARAGE SIDE WITH MATERIALS APPROVED FOR ONEHOUR FIRE-RESISTIVE CONSTRUCTION, AND A SELF-CLOSING, TIGHT-FITTING SOLID DOOR 1-3/8 INCHES IN THICKNESS, OR A SELF-CLOSING, TIGHT-FITTING DOOR HAVING A FIRE-PROTECTION RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED IN ACCORDANCE WITH PART II OF U.B.C. STANDARD NO. 43-2. GARAGES BENEATH HABITABLE ROOMS SHALL HAVE NO LESS THAN 5/8" TYPE X GPSUM BOARD ON THE GARAGE SIDE. UNDER NO CIRCUMSTANCES SHALL A PRIVATE GARAGE HAVE ANY OPENINGS INTO A ROOM USED FOR SLEEPING PURPOSES. AIR DUCTS PASSING THROUGH SEPARATING WALL, FLOOR OR CEILING SHALL BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET GAGE). (CBC 406.1.4)

14. LANDING WIDTH AT DOORS MUST HAVE A MIN. CLEAR DIMENSION OF DOORS SERVED. LANDINGS SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44" (36") (1008.1.6)

10.

1. GENERAL: SMOKE DETECTORS ARE REQUIRED FOR NEW CONSTRUCTION OF SLEEPING ROOMS AND CORRIDORS OR AREAS GIVING ACCESS TO SLEEPING ROOMS. 2. LOCATION: THE REQUIRED SMOKE DETECTOR SHALL BE MOUNTED ON THE CEILING OR WALL OF THE SLEEPING ROOM, AT A POINT CENTRALLY LOCATED ON THE WALL OR CEILING OF THE CORRIDOR OR AREA GIVING ACCESS TO THE SLEEPING ROOM, ON EACH STORY OF A MULTISTORY DWELLING, IN THE ADJACENT ROOMS WHERE THE CEILING HEIGHT EXCEEDS THAT OF THE HALLWAY LEADING TO SLEEPING AREAS BY 24 IN OR MORE, AND IN SPIT-LEVELS ON THE UPPER LEVEL IN CLOSE PROXIMITY TO THE STAIRWAY. ALL REQUIRED DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, WITH NO PART OF THE DETECTOR MORE THAN 12 INCHES BELOW THE FINISHED SURFACE OF THE CEILING OF THE ROOM OR CORRIDOR IN WHICH THE DETECTOR IS REQUIRED TO BE INSTALLED. (CBC 907.2.10) 3. POWER: REQUIRED SMOKE DETECTORS FOR NEW AND EXISTING CONSTRUCTION SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH BATTERY BACKUP. (CBC 907.2.10)

SANITATION NOTES 1. TOILET FACILITIES: NEW WATER CLOSETS SHALL HAVE A MAXIMUM FLUSH CAPACITY OF 1.28 GALLONS, AND SHALL BE LOCATED IN A CLEAR SPACE NOT LESS THAN 30 INCHES IN WIDTH AND HAVE A CLEAR SPACE IN FRONT OF THE WATER CLOSET STOOL OF NOT LESS THAN 24 INCHES. (CPC 407.6) 2. SHOWER AREAS: SHOWERS SHALL HAVE FLOORS AND WALLS FINISHED WITH SMOOTH, HARD, NON-ABSORBENT SURFACES SUCH AS PORTLAND CEMENT, CONCRETE CERAMIC TILE OR OTHER APPROVED MATERIAL TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET. MATERIALS OTHER THAN STRUCTURAL ELEMENTS USED IN SUCH WALLS SHALL BE OF A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. PROVIDE A MINIMUM 1024 SQ IN OR 30 IN DIAMETER CLEAR AREA IN THE SHOWER. ALL SHOWER DOORS MUST SWING OUT. (CBC 1210.3, CPC 411.7) 3. GLAZING FOR SHOWER AND BATHTUB ENCLOSURES: GLAZING USED IN DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. WHEN GLASS IS USED IT SHALL HAVE A MINIMUM THICKNESS OF NOT LESS THAN 1/8 INCH WHEN FULLY TEMPERED, OR 1/4 INCH WHEN LAMINATED, AND SHALL PASS THE TEST REQUIREMENTS OF U.B.C. STANDARD NO. 54-2. (CBC 2406.3)

SECURITY NOTES 1. ALL EXTERIOR OPENINGS ARE SECURITY OPENINGS. EXTERIOR DOORS, WINDOWS AND THEIR HARDWARE SHALL CONFORM TO THE SECURITY PROVISIONS OF CHAPTER 67 OF THE UNIFORM BUILDING CODE. WOOD FLUSH-TYPE DOORS SHALL BE 1-3/4" THICK MINIMUM WITH A SOLID CORE OF WOOD.

3. A SINGLE-SWINGING DOOR, THE ACTIVE LEAF OF A PAIR OF DOORS, AND THE BOTTOM LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A DEADBOLT AND DEADLOCKING LATCH. THE DEADBOLT AND LATCH MAY BE ACTIVATED BY ONE LOCK OR BY INDIVIDUAL LOCKS. DEADBOLTS SHALL CONTAIN HARDENED INSERTS TO REPEL CUTTING TOOLS. THE LOCK OR LOCKS SHALL BE KEY-OPERATED FROM THE EXTERIOR SIDE OF THE DOOR AND OPENABLE FROM THE INTERIOR SIDE BY A DEVICE WHICH DOES NOT REQUIRE A KEY, SPECIAL KNOWLEDGE, OR SPECIAL EFFORT TO OPERATE. 4. A STRAIGHT DEADBOLT SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8" INTO THE HOLDING DEVICE RECEIVING THE PROJECTED BOLT. A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4". ALL DEADBOLTS OF LOCKS WHICH AUTOMATICALLY ACTIVATE TWO OR MORE DEADBOLTS SHALL BE EMBEDMENT AT LEAST 1/2 " INTO THE HOLDING DEVICES RECEIVING THE PROJECTED BOLTS. 5. THE INACTIVE LEAF OF A PAIR OF DOORS AND THE UPPER LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A DEADBOLT OR DEADBOLTS. 6. THE DEADBOLT OR BOLTS NEED NOT BE KEY OPERATED, BUT SHALL NOT BE OTHERWISE ACTIVATED FROM THE EXTERIOR SIDE OF THE DOOR. 7. THE DEADBOLT OR BOLTS MAY BE ENGAGED OR DISENGAGED AUTOMATICALLY WITH THE DEADBOLT OR BY ANOTHER DEVICE ON EITHER THE ACTIVE LEAF OR THE LOWER LEAF. 8. MANUALLY-OPERATED HARDENED BOLTS AT THE TOP AND BOTTOM OF THE LEAF WHICH ARE EMBEDMENT A MINIMUM OF 1/2 " INTO THE RECEIVING DEVICE MAY BE USED WHEN NOT PROHIBITED BY DIVISION 33. 9. DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB, OR JOINED BY RABBET TO THE JAMB. 10. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN ADDITION THEY SHALL HAVE 1/4" MINIMUM DIAMETER STEEL JAMB STUDS WITH 1/4" MINIMUM PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. 11. CYLINDER GUARDS SHALL BE INSTALLED ON ALL MORTISE OR RIM-TYPE CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 12. THE STRIKE PLATE FOR LATCHES SHALL BE SECURED TO THE JAMB WITH SCREWS. THE HOLDING DEVICE FOR PROJECTING DEADBOLTS SHALL BE SECURED TO THE JAMB AND WALL FRAMING WITH AT LEAST TWO SCREWS NOT LESS THAN 2-1/2" IN LENGTH WHICH PENETRATE THE WALL FRAMING. 13. METAL OR WOODEN OVERHEAD AND SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A 9/32" MINIMUM DIAMETER HARDENED STEEL SHACKLE AND BOLTED, HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED BY AN ELECTRICAL POWER OPERATION. 14. OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES WHICH RENDER THE BUILDING AS SECURE. 15. ALL GLAZED OPENINGS WHICH EXTENDED LOWER THAN 18" ABOVE THE ADJACENT FLOOR OR ARE WITHIN 40" OF THE REQUIRED LOCKING DEVICE OF THE DOOR, WHEN SAID DOOR IS IN THE CLOSED AND LOCKED POSITION. WHEN SAID DOOR IS OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, IT SHALL BE FULLY TEMPERED GLASS, OR APPROVED BURGLARY-RESISTANT MATERIAL.

LIGHTING NOTES 1. HIGH EFFICACY LUMINAIRES. HIGH EFFICACY LUMINAIRES FOR RESIDENTIAL LIGHTING SHALL CONTAIN ONLY HIGH EFFICAC LAMPS AND SHALL NOT CONTAIN A MEDIUM SCREW CAP BASE SOCKET (E24/E26). A HIGH EFFICACY LAMP HAS A LAMP EFFICACY THAT IS NO LOWER THAN THE EFFICACIES CONTAINED IN TABLE 150-C. BALLASTS FOR LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 KHZ. 2. EXCEPTION TO SECTION 150 (K) 1: HIGH INTENSITY DISCHARGE LUMINAIRES CONTAINING HARDWIRED ELECTROMAGNETIC BALLASTS IN MEDIUM SCREW BASE SOCKETS SHALL BE CONSIDERED HIGH EFFICACY LUMINARIES FOR THE PURPOSES OF MEETING SECTION 150 (K) 6, PROVIDED THEY MEET THE EFFICACIES CONTAINED IN TABLE 150-C.

12. KITCHEN SINKS, LAVATORES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4). 13. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (R307.2). 14. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.

10. EXCEPTION 3 TO SECTION 150 (K) 4: PERMANENTLY INSTALLED LUMINARIES THAT ARE NOT HIGH EFFICACY LUMINARIES SHALL BE ALLOWED IN CLOESTS LESS THAN 70 SQ FT. 11. LIGHTING IN AREAS ADJACENT TO THE KITCHEN, INCLUDING BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIGHTING IF THEY ARE NOT SEPERATELY SWITCHED FROM KITCHEN LIGHTING. 12. RECESSED LUMINARIES IN INSULATED CEILINGS: LUMINARIES RECESSED INTO INSULATED CEILINGS SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) BY UNDERWRITERS LABORATORIES OR OTHER TESTING/RATING LABORATORIES RECOGNIZED BY THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS, AND SHALL INCLUDE A LABEL CERTIFYING AIR TIGHT (AT0) OR SIMULAR DESIGNATION TO SHOW AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS (OR 1.57 LBS/FT2) WHEN TESTED IN ACCORDANCE WITH ASTM E283, AND SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND CEILING.

15. EXCEPTION 2 TO SECTION 150 (K) 6: PERMANENTLY INSTALLED LUMINARIES IN OR AROUND SWIMMING POOLS, WATER FEATURES, OR OTHER LOCATIONS SUBJECT TO ARTICLE 680 OF THE CALIFORNIA ELECTRIC CODE NEED NOT BE HIGH EFFICACY LUMINARIES.

BUILDING CODE REQUIREMENTS 1. POWER / WATER: THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON

EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED

E.

FIRE-RESISTANCE RATED CONSTRUCTION

17.

EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.

1. FIRE RATED ASSEMBLIES SHALL BE PER TABLE 721, GENERIC ASSEMBLIES OF GYPSUM HANDBOOK, HAVE LARR APPROVAL OR ICC APPROVAL

18. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90MIN. IN CASE OF PRIMARY POWER LOSS. (1011.5-1011.6.3)

2. PROJECTIONS SHALL NOT EXTEND ANY CLOSER TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE OR NOT MORE THAN A MINIMUM 24" / 40" FROM LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE WITH FIRE SEPARATION DISTANCE OF _____ FT. (T-705.2)

19. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. (1008.1.9)

3. FIRE BARRIER AT VERTICAL OCCUPANCY SEPARATIONS MUST HAVE CONTINUITY AND MUST EXTEND THROUGH UNDERFLOOR AREA, ATTIC AREAS, AND SUSPENDED CEILING AREAS (707.5) 4. PENETRATIONS IN A FIRE-RATED WALL SHALL BE PROTECTED BY AN APPROVED FIRE STOP MATERIAL IN ACCORDANCE WITH SECTION 714.3.1. A. STEEL, COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE CONCRETE OR MASONRY WALLS WHERE THE PENETRATING ITEM IS A MAXIMUM 6- INCH DIAMETER AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES B. MEMBRANE PENETRATIONS OF MAXIMUM 2- HR FIRERESISTANCE RATED WALL AND PARTITIONS BY STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQUARE INCHES ARE PERMITTED PROVIDED OPENINGS DO NOT EXCEED 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF WALL AREA. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. (714.3.2) C. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR WHERE LARGER OPENINGS ARE REQUIRED THAN PERMITTED IN (B) ABOVE, THEY MUST BE QUALIFIED BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION (714.3.1.1) 5. SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS PER SECTIONS 717.3 A. DUCT PENETRATIONS OF FIRE WALLS IN ACCORDANCE TO SECTION (717.1.1) B. DUCT PENETRATIONS OF FIRE BARRIERS, EXCEPT EXIT ENCLOSURES AND EXIT PASSAGEWAYS WHERE THEY ARE NOT ALLOWED TO PENETRATE. (717.5.2) C. DUCTS PENETRATING SHAFTS. (717.5.3) D. DUCTS PENETRATING FIRE PARTITIONS AND FIRE-RATED CORRIDOR WALLS. SEE EXCEPTION FOR STEEL DUCTS WITH NO OPENINGS INTO CORRIDOR (717.5.4.1) E. DUCTS PENETRATING SMOKE BARRIERS (717.5.5) F. DUCTS PENETRATING HORIZONTAL ASSEMBLIES (717.6)

20. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34” AND A MAX. 48” ABOVE THE FINISHED FLOOR. (1008.1.9.2) 21.

ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.9

22. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 23. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1FOOT-CANDLE AT THE WALKING SURFACE. (1006.1) 24. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS (1006.3): A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS; B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.; C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIR LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 25. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. (1006.3)

6. SHOW DRAFT STOP LOCATION ON PLANS. ALSO, PROVIDE THESE NOTES ON THE PLANS: A. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOOD FRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BE LOCATED ABOVE AND INLINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION. (718.3.3). B. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THE ATTIC (MANSARDS) (OVERHANGS) (FALSE FRONTS SET OUT FROM WALLS) (SIMILAR CONCEALED SPACES) FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFTSTOPPING SHALL BE INSTALLED ABOVE AND INLINE WITH SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTEND TO THE UNDERSIDE OF THE FLOOR SHEATHING ABOVE. (718.4.3). C. DRAFT-STOPPING MATERIALS MUST NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH PLYWOOD, 3/8-INCH TYPE 2-M PARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED. (718.3.1)

26. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (1006.3) PC/STR/CORR.LST.18 (REV. 7/09/15) WWW.LADBS.ORG PAGE 17 OF 22

7. DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS, OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION, UNLESS THE BUILDING IS SPRINKLERED WITH NFPA13 SPRINKLER SYSTEM (3000 SF BETWEEN DRAFT STOPS) (718.4.2)

I.

8. DRAFT STOP SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION, UNLESS THE BUILDING IS SPRINKLERED WITH NFPA 13 SPRINKLER SYSTEM (718.3.2) 9. HORIZONTAL OCCUPANCY SEPARATION MUST BE SUPPORTED WITH A STRUCTURAL SYSTEM HAVING EQUIVALENT FIRE-RESISTIVE PROTECTION. (704.1) 10. NOTE ON PLANS: FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. (718.2.2) B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. (718.2.2) C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL 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 BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. (718.2.4) PC/STR/CORR.LST.18 (REV. 7/09/15) WWW.LADBS.ORG PAGE 11 OF 22 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) 11. THIS BUILDING IS OF TYPE V-A / III-A CONSTRUCTION, PROVIDE / SHOW: A. CONTINUOUS DRYWALL BEHIND ALL TUBS IS REQUIRED UNLESS THE WALLS ARE WITHIN THE UNIT AND NON- BEARING. BACK TO BACK TUBS WITH A COMMON PLUMBING WALL ARE IMPRACTICAL IN 1-HOUR BUILDINGS. B. ALL INTERIOR BEARING WALLS SHALL BE CONSTRUCTED OF NOT LESS THAN 1-HOUR FIRE-RESISTIVE CONSTRUCTION. (T-601) C. ATTIC ACCESS OPENINGS IN 1-HOUR CEILING CAN BE 2 LAYERS OF 3/4" PLYWOOD OR ONE LAYER OF 1-5/8" T&G MATERIAL, SELF-CLOSING. D. ALL OPENINGS IN FLOORS ARE REQUIRED TO BE ENCLOSED BY A SHAFT HAVING WALL, FLOOR, AND CEILING OF __________ HOUR FIRE RESISTIVE CONSTRUCTION. (713.1) E. RECESSED CEILING LIGHT FIXTURES MUST BE BOXED AROUND WITH 5/8" TYPE “X” DRYWALL” TO MAINTAIN THE 1-HOUR CEILING ASSEMBLY. F. CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES AND MEDICINE CABINETS. G. EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE REQUIRED IF THE CEILING IS PENETRATED (717.5) H. PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND FILLED WITH APPROVED SAFING MATERIAL. INSULATION IS NOT APPROVED. I. PENETRATION OF THE 1 HOUR CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD REQUIRE DAMPERS (USE A DUCTLESS HOOD WHENEVER POSSIBLE). ATTIC UNITS (INCLUDING HEAT PUMPS) REQUIRE DAMPERS AT ALL CEILING PENETRATIONS. (711) J. STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS THE PROTECTIVE MEMBRANE FOR FIRE-RESISTIVE ASSEMBLIES (OCCUPANCY SEPARATIONS AND RATED ROOF/CEILING OR FLOOR/CEILING ASSEMBLIES), THE CONSTRUCTION (FLOOR JOISTS) AND THEIR SUPPORTING HORIZONTAL STRUCTURAL MEMBERS (BEAMS) NEED NOT BE INDIVIDUALLY FIRE PROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR ROOF. THE REQUIRED FIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (704.3) K. ALL PLUMBING PENETRATIONS THRU WALLS WHICH REQUIRE PROTECTED OPENINGS (FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS) ARE REQUIRED TO BE GALVANIZED OR CAST IRON PIPING. 12. S2 OCCUPANCY GARAGE SHALL COMPLY WITH THE FOLLOWINGS: A. CONCRETE OR SIMILAR NONCOMBUSTIBLE AND NONABSORBENT FLOOR, OR ASPHALT SURFACE AT GROUND LEVEL ONLY. (406.4.5) B. SLOPED FLOOR TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY (406.4.5) C. FLOOR SYSTEM DESIGNED FOR UNIFORM OR CONCENTRATED LOADS PER TABLE 1607.1 D. MINIMUM HEADROOM OF 7FT - (406.4.1) E. VEHICLE BARRIERS NOT LESS THAN 2 FEET 9 INCHES HIGH PLACED AT THE END OF DRIVE LANES, AND AT THE END OF PARKING SPACES WHERE THE DIFFERENCE IN ADJACENT FLOOR ELEVATION IS GREATER THAN 1 FOOT. (406.4.3) F. VEHICLE BARRIERS DESIGNED IN ACCORDANCE WITH SECTION 1607.8.3 F. INTERIOR FINISHES 13. INDICATE ON PLANS THAT INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803. IN ADDITION, PROVIDE DETAILS SHOWING APPLICATION IN ACCORDANCE WITH SECTION 803, 804, AND TABLE 803.9.

INDICATE ON PLANS THAT INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS 1. SPECIFIED IN SECTION 803. SPECIFY THE CLASSIFICATIONS PER TABLE 803.9 AND SECTION 803.1. CLEARLY INDICATE ON THE PLANS 2. THE FLAME-SPREAD RATING OF PANELING MATERIALS ON THE WALLS OF THE CORRIDOR, LOBBY AND EXIT ENCLOSURE MUST BE IDENTIFIED ON PLANS. (T-803.9) PC/STR/CORR.LST.18 (REV. 7/09/15) WWW.LADBS.ORG PAGE 12 OF 22 3. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME-RETARDANT TREATED IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) (L.A.M.C.57.22)

G.

FIRE PROTECTION

1. PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF RUBBISH AND LINEN CHUTES AND IN THEIR TERMINAL ROOM (903.2.11.2) 2. ADD NOTE: “THIS BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72“. (907.2.9, 907.5.2.3.3, 907.5.2.3.4) 3. PROJECTIONS, INCLUDING EAVES, ARE NOT PERMITTED FOR GROUP U-1 OCCUPANCIES AT 3.4 FT OR CLOSER TO THE PROPERTY LINE. PROJECTIONS FROM > 3.4 FT TO <5 FT TO THE PROPERTY LINE SHALL BE OF 1-HOUR FIRE-RESISTIVE CONSTRUCTION. (CBC 704.2, 704.2.3) 4. FIRE PARTITIONS AND SMOKE BARRIERS SHALL BE CONTINUOUS TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING AND PASSING THROUGH ANY CONCEALED SPACES OR ATTIC AREAS (708.4, 709.4) 5. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING CONSTRUCTION 6. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 10BC FOR KITCHEN, ELECTRICAL ROOM, MECHANICAL ROOM OR PARKING GARAGE. 7.

PROVIDE FIRE EXTINGUISHER AS REQUIRED BY FIRE DEPT. FIELD INSPECTOR.

8.

FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON ADDRESS SIDE OF BUILDING.

9. ALL BUILDINGS WITH ONE OR MORE PASSENGER SERVICE ELEVATOR SHALL BE PROVIDED WITH NOT LESS THAN ONE MEDICAL EMERGENCY SERVICE ELEVATOR TO ALL LANDINGS. (3002.4a)

13. OUTDOOR LIGHTING: LUMINARIES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINARIES. 14. EXCEPTION 1 TO SECTION 150 (K) 6: PERMANENTLY INSTALLED OUTDOOR LUMINARIRS THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY A MOTION SENSOR(S) WITH INTEGRAL PHOTOCONTROL CERTIFIED TO COMPLY WITH SECTION 119 (D).

14.

16. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 2702.

INTERIOR FINISHES

9. EXCEPTION 2 TO SECTION 150 (K) 4: PERMANENTLY INSTALLED LUMINARIES THAT ARE NOT HIGH EFFICACY LUMINARIES SHALL BE ALLOWED PROVIDED THEY ARE CONTROLLED BY AN OCCUPANT SENSOR(S) CERTIFIED TO COMPLY WITH SECTION 119 (D). SUCH MOTION SENSORS SHALL NOT HAVE A CONTROL THAT ALLOWS THE LUMINARIES TO BE TURNED ON AUTOMATICALLY OR THAT HAS AN OVERRIDE ALLOWING THE LUMINARE TO BE ALWAYS ON.

EXIT SIGNS

AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325.

F.

8. EXCEPTION 1 TO SECTION 150 (K) 4: PERMANENTLY INSTALLED LUMINARIES THAT ARE NOT HIGH EFFICACY LUMINARIES SHALL BE ALLOWED PROVIDED THEY ARE CONTROLLED BY A DIMMER SWITCH.

19. NOTE THAT MEANS OF EGRESS ILLUMINATION SHOW BE PROVIDED IN ACCORDANCE WITH SECTION 1006, IN ADDITION TO ANY OTHER CODE REQUIREMENT

16.

4.

7. LIGHTING OTHER THAN IN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS: PERMANANTLY INSTALLED LUMINARIES LOCATED OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES.

18. ONE OPENABLE WINDOW WITH AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT., MINIMUM CLEAR 24" HEIGHT AND 20" WIDTH, AND A SILL HEIGHT NOT OVER 44" ABOVE THE FLOOR IS REQUIRED IN ALL BEDROOMS BELOW THE FOURTH STORY AND BASEMENT. (1029)

15. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 IUX).

AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT PER SECTION 903.2.8

6. LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS: PERMANENTLY INSTALLED LUMINARIES THAT ARE NOT THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT SENSOR(S) CERTIFIED TO COMPLY WITH SECTION 119 (D). SUCH MOTION SENSORS SHALL NOT HAVE A CONTROL THAT ALLOWS THE LUMINARIE TO BE TURNED ON AUTOMATICALLY OR THAT HAS AN OVERRIDE ALLOWING THE LUMINARIE TO BE ALWAYS ON.

THE MEANS OF EGRESS SYSTEM MUST HAVE A CLEAR CEILING HEIGHT OF 7'-6".(1003.2)

15. PROVIDE 70 INCH HIGH NON-ABSORBANT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE (R308).

14.

5. EXCEPTION TO SECTION 150 (K) 2: UP TO 50% OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LUMINARIES IN KITCHENS MAY BE LUMINARIES THAT ARE NOT HIGH EFFICACY LUMINARIES, PROVIDED THAT THESE LUMINARIES ARE CONTROLLED BY SWITCHES SEPERATE FROM THOSE CONTROLLING THE HIGH EFFICACY LUMINARIES. THE WATTAGE OF HIGH EFFICACY LUMINARIES SHALL BE THE TOTAL NOMINAL RATED WATTAGE OF THE INSTALLED HIGH EFFICACY LAMP(S). THE WATTAGE OF LUMINARIES SHALL BE DETERMINED AS SPECIFIED BY SECTIONS 130 (C).

16. FOR GLASS HANDRAILS AND GUARDS, THE PANELS AND THEIR SUPPORT SYSTEM SHALL BE DESIGNED TO WITHSTAND THE LOADS SPECIFIED IN CHAPTER 16. A SAFETY FACTOR OF FOUR SHALL BE USED. THE MINIMUM NOMINAL THICKNESS OF THE GLASS SHALL BE 1/4 INCH. (2407 17.

11. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3)

3. TO DETERMINE THE MINIMUM LAMP EFFICACY CATEGORY ONLY THE WATTS OF THE LAMP (NOT THE BALLAST) ARE TO BE CONSIDERED. LIGHTING IN KITCHENS: PERMANENTLY INSTALLED LUMINARIES IN KITCHENS SHALL BE HIGH EFFICACY LUMINARIES.

15. DOORS SHALL NOT PROJECT MORE THAN 7" INTO THE REQUIRED CORRIDOR PC/STR/CORR.LST.18 (REV. 7/09/15) WWW.LADBS.ORG PAGE 14 OF 22 WIDTH OR AT LANDINGS WHEN FULLY OPENED. AND NOT MORE THAN 50% IN ANY POSITION. (1008.1.6)

A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.

A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.

SMOKE DETECTORS

2.

8. ANCHORAGE OF WATER HEATERS: ALL WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO PREVENT HORIZONTAL AND VERTICAL DISPLACEMENT DUE TO EARTHQUAKE. WATER HEATER MUST BE STRAPPED TO WALL.

H.

MEANS OF EGRESS

1. ALL EXIT DOORS SHALL COMPLY WITH SECTION 1008-1008.1 A. CLEAR WIDTH OF EACH DOOR OPENING SHALL BE MIN. 32" OR PER SECTION 1005.1, WHICHEVER IS GREATER B. MIN. DOOR HEIGHT OF 6'-8" C. SHALL BE CAPABLE OF OPENING 90 DEGREES. D. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48” NOMINAL. E. EXIT DOOR SHALL BE SIDEHINGED SWINGING TYPE (1008.1.2) 2. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.50” IN HEIGHT. 0.75” IN HEIGHT FOR SLIDING DOORS SERVING DWELLING UNITS. (1008.1.7) 3. FLOORS OR LANDINGS ON EACH SIDE OF DOORS TO HAVE THE SAME ELEVATION. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS (MAX. 2% SLOPE) (1008.1.5) 4. LANDING WIDTH AT DOORS MUST HAVE A MIN. CLEAR DIMENSION OF DOORS SERVED. LANDINGS SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44" (36") (1008.1.6) ONE OPENABLE WINDOW WITH AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ. FT., MINIMUM CLEAR 24" HEIGHT AND 20" WIDTH

27. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403.

DP NO.

2014-51R

INTERIOR ENVIRONMENT

1. REQUIRED CEILING HEIGHT IS 7'-6" MIN., 7'-0" IN KITCHEN, BATHROOMS, LAUNDRY ROOMS, AND STORAGE ROOMS. (CBC 1208.2) 2.

PROVIDE NATURAL LIGHT IN HABITABLE ROOMS WITH AN AREA NOT LESS THAN 8% OF FLOOR AREA. (CBC 1205.2)

3. PROVIDE NATURAL VENTILATION IN HABITABLE ROOMS AND BATHROOMS BY MEANS OF OPENABLE EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 4% OF FLOOR AREA. MECHANICAL VENTILATING SYSTEMS COMPLYING WITH (CMC 403.7 TABLE 4-1 AND CBC 1203.4.2.1 AND CBC 1203.1) MAY BE PERMITTED (1203.4) IN BATHROOMS. (CBC 1203.4) 4. PROVIDE UNDER-FLOOR ACCESS, CLEARANCE AND VENTILATION. UNDER-FLOOR VENTILATION SHALL BE NOT LESS THAN 1/150 OF UNDER-FLOOR AREA. (CBC 1203.3.1) 5. WHERE OPENINGS BELOW GRADE PROVIDE NATURAL VENTILATION, THE OUTSIDE HORIZONTAL CLEAR SPACE MEASURED PERPENDICULAR TO THE OPENING SHALL BE 1 1/2 TIMES THE DEPTH OF THE OPENING MEASURED FROM THE ADJOINING GROUND LEVEL TO THE BOTTOM OF THE OPENING. (CBC 1203.4.1.2) 6.

PROVIDE STAIRWAY ILLUMINATION. MIN. 1 FOOT-CANDLE AT TREAD RUNS. (1205.4)

7.

PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS 1008.1.1

8. ONE ROOM MUST BE A MIN. OF 120 SQ. FT. IN AREA. OTHER HABITABLE ROOMS, EXCEPT KITCHENS, MUST BE A MIN. OF 70 SQ. FT. (1208.3) 9.

HABITABLE ROOMS OTHER THAN A KITCHEN SHALL NOT BE LESS THAN 7' IN ANY DIRECTION. (1208.1)

10. REQUIRED CEILING HEIGHT IS 7'-6" MIN., 7'-0" MIN. IN KITCHEN, BATHROOMS, LAUNDRY ROOMS AND STORAGE ROOMS. (1208.2) 11. PROVIDE NATURAL LIGHT IN (HABITABLE ROOMS) , (_______) BY MEANS OF EXTERIOR WALL OPENINGS WITH AN AREA NOT LESS THAN 8% OF FLOOR AREA. (1205.2) 12.

PROVIDE NATURAL LIGHT FOR ADJOINING SPACES (1205.2.1)

13. PROVIDE NATURAL VENTILATION IN (HABITABLE ROOMS) (BATHROOMS) (_______) BY MEANS OF OPERABLE EXTERIOR WALL OPENINGS WITH AN AREA NOT LESS THAN 4% OF FLOOR AREA. MECHANICAL VENTILATING SYSTEMS MAY BE PERMITTED (1204.3) 14.

PROVIDE NATURAL VENTILATION FOR ADJOINING SPACES (1203.4.1.1)

15. A MECHANICAL VENTILATION SYSTEM IN LIEU OF OPENABLE WINDOWS IN THE BATHROOM, TOILET ROOM AND LAUNDRY, WHICH FURNISHES FIVE AIR CHANGES PER HOUR DIRECT TO THE OUTSIDE, IS REQUIRED. 16.

PROVIDE SHOWER AND LOCKER FACILITIES AS REQUIRED BY SECTION 6307

17. ALL SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, SHALL HAVE A MINIMUM FINISHED INTERIOR AREA OF NOT LESS THAN 1024 SQUARE INCHES (0.66 M2 ) AND SHALL BE CAPABLE OF ENCOMPASSING A 30 INCH (0.76 M) CIRCLE. THE MINIMUM AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT 70 INCHES (1.8 M) ABOVE THE SHOWER DRAIN INLET. (1210.2.3, LAPC 411.7)

02/26/18

1. AN APPROVED WEATHERPROOFING CONSULTANT MUST CERTIFY THE INSTALLATION OF WEATHERPROOFING ON ALL RETAINING WALLS WHICH ARE ADJACENT TO THE INTERIOR AREAS OF THE BUILDING. (BH 305.9)

12. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.50” IN HEIGHT. 0.75” IN HEIGHT FOR SLIDING DOORS SERVING DWELLING UNITS. (1008.1.7)

18. PROVIDE ___ WATER CLOSETS FOR WOMEN, ___ WATER CLOSETS FOR MEN, AND ____ URINALS (2901), (LAPC T4-1, (IB: P/BC 2014-095) 19. TOILET ROOMS SHALL BE PROVIDED WITH A FULLY OPENABLE EXTERIOR WINDOW WITH AN AREA NOT LESS THAN 3 SQUARE FEET OR A VERTICAL DUCT NOT LESS THAN 100 SQUARE INCHES IN AREA FOR THE FIRST WATER CLOSET PLUS 50 SQUARE INCHES ADDITIONAL OF AREA FOR EACH ADDITIONAL WATER CLOSET, OR A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEM SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE, AND THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING THAT ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. 20. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NON―ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 4" (1210.2.1) 21. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. (1210.2.2) 22. CEMENT, FIBER-CEMENT, OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1178, C1288 OR C1325 SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. WATER-RESISTANCE GYPSUM BACKING BOARD SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET COMPARTMENT WALLS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM C840. REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER WALL AND CEILING AREAS WHEN INSTALLED IN ACCORDANCE WITH GA- 216 OR ASTM C840. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: SECTION 2509.2 A. OVER A VAPOR RETARDER. B. IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM ROOMS OR GANG SHOWER ROOMS C. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES O.C. FOR ½ INCH THICK AND MORE THAN 16 INCHES O.C. FOR 5/8 INCH THICK. 23. ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OF SUCH A SIZE TO ACCOMMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPEN POSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES. SEE 3002.4A FOR EXCEPTIONS. 91.3002.4 24. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)

01

WEATHERPROOFING REQUIREMENTS

7. GUARDRAILS: GUARDRAILS ARE REQUIRED AT FLOOR AND ROOF OPENING, LANDINGS, BALCONIES, AND AT OPEN SIDES OF STAIRS OVER 30" IN HEIGHT. GUARDRAILS TO BE 42" MINIMUM IN HEIGHT. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. GUARDRAIL CONNECTIONS TO WITHSTAND A 200 POUND CONCENTRATED LOAD APPLIED AT A RIGHT ANGLE TO THE RAIL. PROVIDE STRUCTURAL CONNECTION DETAIL AND SUBMIT STRUCTURAL CALCULATION TO JUSTIFY DESIGN. (CBC 1013, 1607.7.1)

11. ALL EXIT DOORS SHALL COMPLY WITH SECTION 1008-1008.1 A. CLEAR WIDTH OF EACH DOOR OPENING SHALL BE MIN. 32" OR PER SECTION 1005.1, WHICHEVER IS GREATER B. MIN. DOOR HEIGHT OF 6'-8" C. SHALL BE CAPABLE OF OPENING 90 DEGREES. D. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48” NOMINAL. E. EXIT DOOR SHALL BE SIDEHINGED SWINGING TYPE (1008.1.2)

‐ ‐ ‐ ‐ ‐

BUILDING CODE REQUIREMENTS

6. DOORS: IN ALL DWELLINGS, EVERY INTERIOR DOORWAY THROUGH WHICH OCCUPANTS PASS SHALL HAVE A MINIMUM WIDTH OF 32 INCHES.

10. ALL STAIRWAYS SHALL BE BUILT OF MATERIALS CONSISTENT WITH THE TYPES PERMITTED FOR THE TYPE OF CONSTRUCTION OF THE BUILDING, EXCEPT THAT WOOD HANDRAILS SHALL BE PERMITTED FOR ALL TYPES OF CONSTRUCTION. (1009.9

-

6. BUILDING PROJECTIONS INTO PUBLIC PROPERTIES MUST COMPLY WITH CHAPTER 32. NOTE ON THE PLANS: "TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY SECTION 3306. OBTAIN PUBLIC WORKS' APPROVAL. (3201.3, 3202.3.4, 3306)

5. POOL: FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO THE DWELLING THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX.) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR. (P/BC 2008- 014)

4. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING.

Date

CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.

WATER HEATER: WATER HEATER MUST BE STRAPPED TO WALL. (UPC 507.3)

Revision Description

5.

4.

9. EVERY DOOR SHALL HAVE A LEVEL LANDING ON EACH SIDE. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 IN FOR SLIDING DOORS OR 0.5 IN FOR OTHER DOORS. THE THRESHOLD MAY BE 7.75 IN MAXIMUM WHEN THE DOOR IS AN EXTERIOR DOOR THAT IS NOT A COMPONENT OF THE REQUIRED MEANS OF EGRESS AND THE DOOR DOES NOT SWING OVER THE LANDING. EXTERIOR DOORS SHALL HAVE A 36 IN X 36 IN MINIMUM CONCRETE LANDING WITH A MINIMUM SLOPE OF 1/4 IN PER FOOT FOR DRAINAGE. (CBC 1008.1.4, 1008.1.6)

K. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).

No

4. ADEQUATE ACCESS PANELS OR DOORS SHALL BE INCORPORATED INTO TENANT WORK FOR INSPECTION, SERVICE AND REPLACEMENT OF EQUIPMENT. COORDINATE PLACEMENT WITH ARCHITECT.

3. SKYLIGHTS: UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION, AND PERFORMANCE GRADE RATING. (CBC 2405.5)

J. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE(READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).

Date

3. REUSE OF ANY EXISTING CONSTRUCTION, FINISHES, EQUIPMENT, OR ELECTRICAL, PLUMBING, AND HVAC SYSTEMS IS CONDITIONAL UPON THE NEW USE BEING APPROPRIATE FOR EXISTING ITEMS AND TENANT COMPLETING ANY NECESSARY REPAIR OR REFURBISHING REQUIRED TO BRING ITEMS TO A "LIKE NEW" CONDITION.

8. REQUIRED EXETERIOR EXIT STAIRWAYS ARE NOT PERMITTED LESS THAN 10 FT TO A PROPERTY LINE. OTHER EXTERIOR STAIRWAYS ARE NOT PERMITTED CLOSER THAN 3 FT TO A PROPERTY LINE. (CBC 704.2, TABLE 704.8 AND TABLE 1024.3)

PC/STR/CORR.LST.18 (REV. 7/09/15) WWW.LADBS.ORG PAGE 20 OF 22 II. THE GLAZING IS WITHIN 60 INCHES (1525 MM) OF A SWIMMING POOL OR SPA WATER'S EDGE.

No

2. ANY REPAIRS TO ROOFING SYSTEMS OR OTHER PARTS OF THE CENTER MUST BE COMPLETED TO OWNER'S SPECIFICATION.

6. EVERY SLEEPING ROOM AND BASEMENTS SHALL HAVE AT LEAST ONE EXTERIOR DOOR OR WINDOW OPENING DIRECTLY INTO A YARD OR EXIT COURT FOR EMERGENCY EGRESS. (CBC, 1026) 7. ONE EXIT DOORWAY 3 FT WIDE MINIMUM BY 6 FT 8 IN HIGH MINIMUM, WITH A MINIMUM CLEAR WIDTH OF 32 IN SHALL BE PROVIDED. (CBC 1008.1.1)

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

J.

BUILDING ENVELOPE

1. A FIRE RETARDANT ROOF COVERING IS REQUIRED. PROVIDE A COMPLETE DESCRIPTION ON PLANS. CLASS A ROOF COVERING IS REQUIRED FOR ALL BUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVERITY ZONE. (1505.1, 7207.4) 2. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. (6306) 3. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN: SECTION 2406 A. SWING DOORS. B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD CLOSET DOOR ASSEMBLIES. C. STORM DOORS. D. UNFRAMED SWINGING DOORS. E. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. F. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCHES (610 MM) ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONS. G. FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN ITEMS E AND F, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION). I. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.84 M2 ) II. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. III. EXPOSED TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. IV. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. H.. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS. I. WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: I. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1525 MM) ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING.

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

GENERAL NOTES

OWNER:

CHARLES COMPANY

SHEET NUMBER:

G‐1.4


R2 OCCUPANCY

A OCCUPANCY

STAIR E

STAIR B

STAIR A

STAIR B

STAIR A

O.L. : 5+32=37

O.L. : 3+60= 63

O.L. :3

O.L. : 27+52.5=79.5

O.L. :27

MIN STAIR WIDTH: 37* 0.3" =11.1"~12"

MIN STAIR WIDTH:63* 0.3" = 18.9"~19"

MIN STAIR WIDTH:3*0.3"=0.9"

MIN STAIR WIDTH:79.5 X 0.3=23.85"

STAIR WIDTH: 27 X 0.3" =8.1"

SS-E

SS-B

SS-A

SS-B

SS-A

SD-E

SD-B

SD-B

SD-A

R2 OCCUPANCY

SD-A

O.L. : 9536/200= 47.68~48

O.L. : 3554/200= 17.77~18

R2 OCCUPANCY

O.L. PER EXIT=48/11=4.36~5

O.L. PER EXIT=18/6=3

O.L. : 15959/200= 79.79~80

AREA: 9536 SF

AREA: 3554 SF

O.L. :949/15=63.2 ~64 O.L. PER EXIT=64/2=32

ACCESS TO ROOF

ACCESS TO ROOF

O.L. PER EXIT=80/3=26.66~27

AREA: 949 SF

S STAIR A

ACTUAL WIDTH

SS-A

100"

DN DN O.L. RATIO

0.3

MAX O.L. 100/0.3=333

JT JT JT

JT JT

JT JT JT

JT

JT

JT

AREA: 15959 SF

APPLIED O.L. S

3 STAIR A

0.2

36"/ 0.2= 180

3

SD-B2

36"

0.2

36"/ 0.2= 180

63

S2 OCCUPANCY

SS-C

100" 36"

SD-C1 SD-C2 STAIR D

SS-D SD-D

0.3

100/0.3=333

5+32+60=97

O.L. PER EXIT=105/2= 52.5

5+32=37

AREA: 20837 SF

0.2

36"/ 0.2= 180

36"

0.2

36"/ 0.2= 180

60

100"

0.3

100/0.3=333

41+71=112

36"

0.2

36"/ 0.2= 180

SS-E

100"

0.3

100/0.3=333

100/0.3 =333

30

SD-A

36"

0.2

36"/ 0.2= 180

30

SS-B

100"

0.3

100/0.3 =333

30+55=85

SD-B1

36"

0.2

36"/ 0.2= 180

30

SD-B2

36"

0.2

36"/ 0.2= 180

55

SS-C

100"

0.3

100/0.3 =333

SD-C1

36"

0.2

36"/ 0.2= 180

30+43=73

36"

0.2

36"/ 0.2= 180

55

100"

0.3

100/0.3 =333

43

36"

0.2

36"/ 0.2= 180

43

SD-C2 STAIR D

SS-D

30+55+43=85

5+32=37

0.2

36"/ 0.2= 180

5+32=37

SD*= STAIR DOOR

EXIT D

SS** = STAIR SHAFT

A3 OCCUPANCY

ACCESS TO ROOF

EXIT D

O.L. : 27+52.5+39.5=119 JT

STAIR WIDTH:119X0.3=35.7"

SS-D

SS-C SD-C

STAIR WIDTH:39.5X 0.3"=11.85"

ACCESS TO ROOF

JT JT

SS-D

JT

JT

O.L. :39.5

JT

STAIR WIDTH:112*0.3=33.6"

O.L.=1968/15=131.2~132 O.L. PER EXIT=132/4=33 AREA: 1968 SF

JT

SS** = STAIR SHAFT

EXIT C

‐ ‐ ‐ ‐ ‐

36"

JT

SD-E

O.L. : 33+79 = 112

JT JT

0.3

SD* = STAIR DOOR

JT

SS-C SD-C

100"

SD-D STAIR E

APPLIED O.L.

SS-A

41+71=112

JT JT

MIN STAIR WIDTH:97 * 0.3"=29.1"~30"

STAIR C

" N '-3 IO 67 AT = R / 3 EPA S /4" 8 1 XIT ' E 1 N " IO 20 ED '-4 56 RAT IR U = A Q 3 EP "/ RE S 11 T 8'- EXI 6 1 D E IR QU RE

JT

O.L. : 5+32+60=97

36"

STAIR B

JT

EXIT C

63

O.L: 20837/200= 104.18~105 STAIR C

MAX O.L.

JT

AREA: 23939 SF

100/0.3=333

SD-B1

" N '-0 IO 58 AT = R / 3 PA E 2" 1/ T S 11 EXI 3'17 RED I QU RE

" N '-3 IO 67 AT = R / 3 EPA S /4" 8 1 XIT ' E 1 N " IO 20 ED '-4 56 RAT IR U = A Q 3 EP "/ RE S 11 T 8'- EXI 6 1 D E IR QU RE

0.3

O.L. RATIO

3

JT

O.L. PER EXIT=120/2=60

100"

36"/ 0.2= 180

JT

O.L: 23939/200=119.69~120

SS-B

0.2

" N '-0 IO 58 AT = R / 3 PA E 2" 1/ T S 11 EXI 3'17 RED I QU RE

ADA Accessible ADA Accessible ADA Accessible ADA Accessible ADA Accessible

S2 OCCUPANCY

STAIR B

36"

ADA Accessible

Van Accessible

SD-A

ACTUAL WIDTH

SD-D A2 OCCUPANCY O.L.= 6027/15=401.8~=402

O.L. : 1292/200=6.46~7

O.L. : 3529/15=235

O.L. : 15696/200=78.48~ 79

O.L. PER EXIT=402/10=40.2

O.L. PER EXIT=7

O.L. PER EXIT=235/3=78.33 ~ 79

O.L. PER EXIT=79/2=39.5

AREA: 6027 SF

AREA: 1292 SF

AREA: 3529 SF

AREA: 15696 SF

EXIT PLAN 1

2

1" = 20'-0"

ACCESS TO ROOF

R2 OCCUPANCY

EXIT PLAN 2 1" = 20'-0"

-

1

ACCESS TO ROOF

A2 OCCUPANCY

R2 OCCUPANCY

SD-D

R2 OCCUPANCY

STAIR B

STAIR A

STAIR B

STAIR A

O.L. : 27+52.5=79.5

O.L. :27

O.L. : 27+52.5=79.5

O.L. :27

MIN STAIR WIDTH:79.5 X 0.3=23.85"

STAIR WIDTH: 27 X 0.3" =8.1"

MIN STAIR WIDTH:79.5 X 0.3=23.85"

STAIR WIDTH: 27 X 0.3" =8.1"

SS-B

SS-A

SD-B

SD-A

R2 OCCUPANCY

SD-B

SD-A

O.L. : 15959/200= 79.79~80

S

SS-A

100"

0.3

100/0.3 =333

30

SD-A

36"

0.2

36"/ 0.2= 180

30

SS-B

100"

0.3

100/0.3 =333

30+55=85

SD-B1

36"

0.2

36"/ 0.2= 180

30

S2 OCCUPANCY

SD-B2

36"

0.2

36"/ 0.2= 180

55

O.L: 20837/200= 104.18~105

SS-C

100"

0.3

100/0.3 =333

STAIR A

STAIR B

SS-D SD-D

36"/ 0.2= 180

30+43=73

36"

0.2

36"/ 0.2= 180

55

100"

0.3

100/0.3 =333

43

36"

0.2

36"/ 0.2= 180

43

STAIR C

3" ION 7'T = 6 ARA 3 / P " E S /4 8 1 XIT E 1'" ON 20 ED '-4 TI 56 RA IR U = A Q / 3 EP RE S 1" '-1 XIT 8 16 D E RE UI Q E R

STAIR D

30

SS-B

100"

0.3

100/0.3 =333

30+55=85

SD-B1

36"

0.2

36"/ 0.2= 180

30

SD-B2

36"

0.2

36"/ 0.2= 180

55

SS-C

100"

0.3

100/0.3 =333

36"

0.2

36"/ 0.2= 180

30+43=73

36"

0.2

36"/ 0.2= 180

55

100"

0.3

100/0.3 =333

43

36"

0.2

36"/ 0.2= 180

43

SS-D

JT

STAIR WIDTH:119X0.3=35.7"

JT

SS-C SD-C

STAIR WIDTH:39.5X 0.3"=11.85"

ACCESS TO ROOF

JT

SS-D JT

SD-D R2 OCCUPANCY

30+55+43=85

O.L. :39.5

JT

JT

JT

JT

36"/ 0.2= 180

EXIT D

JT

SS-D

JT

JT

0.2

O.L. : 27+52.5+39.5=119

STAIR WIDTH:39.5X 0.3"=11.85"

JT

JT

36"

SS** = STAIR SHAFT

JT

SS-C SD-C

O.L. :39.5 ACCESS TO ROOF

SD-A

SD-C2

EXIT C

JT

JT

30

JT

JT

100/0.3 =333

SD* = STAIR DOOR

EXIT D

STAIR WIDTH:119X0.3=35.7"

APPLIED O.L.

0.3

SD-D

SS** = STAIR SHAFT

O.L. : 27+52.5+39.5=119

MAX O.L.

100"

SD-C1

SD* = STAIR DOOR

EXIT C

O.L. RATIO

SS-A

" N '-0 IO 58 AT = R / 3 PA E 2" 1/ T S 11 EXI 3'17 RED I QU RE

STAIR D

0.2

" N '-0 IO 58 AT = R / 3 PA E 2" 1/ T S 11 EXI 3'17 RED I QU RE

SD-C2

36"

ACTUAL WIDTH

O.L. PER EXIT=105/2= 52.5

30+55+43=85

AREA: 20837 SF SD-C1

JT

JT JT JT

APPLIED O.L.

02/26/18

STAIR C

MAX O.L.

SD-D

ACCESS TO ROOF

R2 OCCUPANCY O.L. : 15696/200=78.48~ 79

O.L. PER EXIT=79/2=39.5

O.L. PER EXIT=79/2=39.5

AREA: 15696 SF

AREA: 15696 SF

No

O.L. : 15696/200=78.48~ 79

ACCESS TO ROOF

01

O.L: 20837/200= 104.18~105

O.L. RATIO

No

STAIR B

ACTUAL WIDTH

Date

ADA Accessible

STAIR A

3" ION 7'T = 6 ARA 3 / P " E S /4 8 1 XIT E 1'" ON 20 ED '-4 TI 56 RA IR U = A Q / 3 EP RE S 1" '-1 XIT 8 16 D E RE UI Q E R

AREA: 15959 SF

JT JT JT

S

O.L. PER EXIT=105/2= 52.5

60

JT

JT JT JT

JT JT JT

60

AREA: 15959 SF

S2 OCCUPANCY

ACCESS TO ROOF

O.L. PER EXIT=80/3=26.66~27

Date

ACCESS TO ROOF

O.L. PER EXIT=80/3=26.66~27

AREA: 20837 SF

SS-A

2014-51R

Revision Description

O.L. : 15959/200= 79.79~80

SS-B

DP NO.

PROJECT NAME:

5th & Harbor

3

EXIT PLAN 3 1" = 20'-0"

4

EXIT PLAN 4 1" = 20'-0"

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

EXIT PLAN

As indicated OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐0.1


FIRE HYDRANT

FIRE HYDRANT

DN DN

JT JT JT

JT JT

UP

JT JT JT

JT

DN

DN

PROPERTY LINE

ADA Accessible ADA Accessible ADA Accessible ADA Accessible ADA Accessible

" N '-0 IO 58 AT = R / 3 PA E 2" 1/ T S 11 EXI 3'17 RED I QU RE

LADDERING PAD AREAS PER OCFA JT JT JT

JT

JT JT

JT JT

JT

UP

DN

JT

JT

JT

DN

DN

‐ ‐ ‐ ‐ ‐

JT JT

JT

" N '-3 IO 67 AT = R / 3 EPA S /4" 8 1 XIT ' E 1 N 20 ED 4" IO 6'- AT IR 5 U R = Q A / 3 EP RE S 1" '-1 XIT 8 16 D E E IR QU E R

" N '-3 IO 67 AT = R A 3 "/ EP 1/4 IT S 8 X E N 1' " IO 20 ED '-4 56 RAT IR = U A 3 EP Q "/ RE S 11 T 8'- EXI 6 1 D E IR QU RE

" N '-0 IO 58 AT = R / 3 PA E 2" 1/ T S 11 EXI 3'17 RED I QU RE

PROPERTY LINE

Van Accessible

ADA Accessible

UP

JT

JT

JT

DN

JT

JT

ERATION 91'-0 1/8" PRVIDED SEP

FIRE DEPARTMENT ACCESS CORRIDOR

6'-0"

T

-

PROPERTY LINE

FIRE RATING PLAN 1

TYPICAL

1" = 20'-0"

DP NO.

2

2014-51R

FIRE RATING PLAN 2 1" = 20'-0"

JT

02/26/18

" N '-0 IO 58 AT = R / 3 PA E 2" 1/ T S 11 EXI 3'17 RED I QU RE

" N '-3 IO 67 AT = R / 3 EPA S /4" 8 1 XIT ' E N 1 " 0 IO 2 '-4 ED 56 RAT IR = U A 3 EP Q "/ RE S 11 T 8'- EXI 6 1 D E IR QU RE

" N '-0 IO 58 AT = R / 3 PA E 2" 1/ T S 11 EXI 3'17 RED I QU RE

" N '-3 IO 67 AT = R / 3 EPA S /4" 8 1 XIT ' E N 1 " 0 IO 2 '-4 ED 56 RAT IR = U A 3 EP Q "/ RE S 11 T 8'- EXI 6 1 D E IR QU RE

Date

No

ADA Accessible

Revision Description

JT

JT JT JT

JT JT JT

JT

JT JT JT

JT JT JT

Date

1

20'-0"

FIRE HYDRANT

JT JT

JT

01

No

JT

JT

JT

JT

JT

JT

JT

JT

JT

JT

JT

JT

JT

JT

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

3

FIRE RATING PLAN 3 1" = 20'-0"

4

FIRE RATING PLAN 4

SHEET TITLE:

1" = 20'-0"

FIRE RATING PLAN

1HR SEPERATION (BETWEEN UNITS & CORRIDORS) 1HR SEPERATION (BETWEEN R2 & S-2, R-2&A-2) 2HR SEPERATION (AT STAIRS)

As indicated OWNER:

CHARLES COMPANY

3HR FIRE BARRIER

FIRE PLAN LEGEND 1/16" = 1'-0"

SHEET NUMBER:

FIRE TRUCK ROUTE

A‐0.2


SPACE OCCUPANCY CLASSIFICATION Area Per Occupant Occupancy Gross or Net Fixed Seated

R5

R6

R7

R8

R10

L103

R4

L105

RG

R3

R11 R12

02 L1-

L1-01

UP DN

JT JT JT

JT

JT

JT

RF PF

UP

DN

DN

PE RE

Van Accessible

PL1-1 10 L1-

ADA Accessible ADA Accessible ADA Accessible ADA Accessible ADA Accessible

RD 12 L1L113

RC RB

PD

PC

PB

JT JT

SE

JT

UP

DN

JT

PA

P4

P5

P6

P7

S6 S7

S8

SD'

15

42 SF

G1-04

250' - 0"

27'-11 1/4"

541 SF 679 SF 648 SF 648 SF 679 SF 648 SF 996 SF 996 SF 944 SF 993 SF 1000 SF 648 SF 648 SF 461 SF 648 SF 23939 SF

200 200 200 200 200 200 200 200 200 50 200 200 200 200 200 200

3 SF 3 SF 3 SF 3 SF 3 SF 3 SF 5 SF 5 SF 5 SF 20 SF 5 SF 3 SF 3 SF 2 SF 3 SF 120 SF

G1-06 L1-01 L1-02 L1-03 L1-04 L1-05 L1-06 L1-07 L1-08 L1-09 L1-10 L1-11 L1-12 L1-13 L1-14 PL1-1

250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 400' - 0"

60'-0 5/8" 18'-3 3/4" 48'-4" 43'-1 3/8" 43'-9 1/8" 40'-10 3/4" 46'-1 1/8" 43'-9 1/4" 46'-6" 170'-0 3/4" 48'-6 1/8" 34'-3 7/8" 43'-10" 43'-7 1/2" 43'-8" 215'-9 5/8"

51' - 9 5/8" 57' - 2" 34' - 7 5/8" 28' - 9 1/2" 16' - 6 1/2" 32' - 10 1/2" 37' - 1 3/8" 37' - 3 3/8" 37' - 1 1/8" 35' - 2 3/4" 34' - 9 5/8" 14' - 3" 35' - 3" 36' - 2 5/8" 44' - 2 3/4" 40' - 6 1/8" 35' - 4 3/8" 35' - 2 1/4" 5' - 0"

S1

1

S2

S3

S4

S5

S9S10

S11

S12

S13 S14

EGRESS- LEVEL1 DP NO.

1" = 20'-0"

2014-51R

R1

R2

R4

R5

R6

R7

R8

R10

R11 R12

L2 -0 4

02 L2-

05 L2-

07 L2-

09 L2-

RG

R3

0 -1 L2

DN

No

JT JT JT

JT JT

RF PF

Date

DN

RE

13 L2-

L2-

14

RC RB

PC L2

-1 5

PL2-1

L2 -2 6

JT

DN

P1

PROJECT NAME:

PA P2

P3

P4

P5

P6

P7

P8

SD'

JT

JT

JT

RA

SE

DN

JT

JT

L2 -27

JT

JT

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE: L224

L2 -20

SB

L2 -18

6'-5" 36'-6 1/2" 36'-7" 34'-0 1/2" 36'-5 3/4" 37'-2" 35'-9 7/8" 33'-8 3/4" 35'-9" 42'-10 5/8" 35'-0 5/8" 29'-1 3/4" 39'-9" 54'-6 3/8" 34'-10 1/2" 34'-1 3/8" 36'-2 1/4" 36'-5 5/8" 36'-10 5/8" 36'-8 1/8" 36'-9 1/2" 39'-10 1/8" 36'-7 7/8" 36'-0 1/2" 36'-11" 22'-0 1/2" 22'-8 3/4" 5'-0"

25

L2-01 L2-02 L2-03 L2-04 L2-05 L2-06 L2-07 L2-08 L2-09 L2-10 L2-11 L2-12 L2-13 L2-14 L2-15 L2-16 L2-17 L2-18 L2-19 L2-20 L2-21 L2-22 L2-23 L2-24 L2-25 L2-26 L2-27 PL2-1

L2-

47' - 7" 73' - 4 3/4" 77' - 0 3/4" 48' - 6 3/4" 73' - 10" 101' - 6 1/4" 131' - 8 5/8" 158' - 7 7/8" 188' - 7 1/8" 174' - 6 3/8" 146' - 3 3/8" 122' - 4 3/8" 107' - 6 7/8" 80' - 6 3/8" 52' - 1 1/4" 59' - 5 3/8" 97' - 1 1/8" 126' - 3 1/2" 146' - 6 5/8" 204' - 9 3/4" 184' - 3 5/8" 159' - 5 3/8" 124' - 3 1/2" 95' - 9 3/4" 53' - 0" 121' - 11 3/8" 77' - 7" 141' - 1 1/8"

-23 L2

250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 400' - 0"

2 -2 L2

L2-01 L2-02 L2-03 L2-04 L2-05 L2-06 L2-07 L2-08 L2-09 L2-10 L2-11 L2-12 L2-13 L2-14 L2-15 L2-16 L2-17 L2-18 L2-19 L2-20 L2-21 L2-22 L2-23 L2-24 L2-25 L2-26 L2-27 PL4-1

RD

-21 L2

4 SF 3 SF 3 SF 5 SF 5 SF 3 SF 5 SF 3 SF 5 SF 4 SF 5 SF 3 SF 3 SF 2 SF 5 SF 5 SF 3 SF 3 SF 3 SF 3 SF 3 SF 5 SF 3 SF 5 SF 5 SF 5 SF 5 SF 104 SF

COMMON PATH OF TRAVEL

PD

19

200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200

2 -1 L2

L2-

823 SF 650 SF 650 SF 938 SF 991 SF 650 SF 991 SF 650 SF 991 SF 870 SF 904 SF 650 SF 650 SF 447 SF 933 SF 933 SF 679 SF 679 SF 679 SF 631 SF 631 SF 991 SF 679 SF 991 SF 986 SF 1038 SF 1038 SF 20837 SF

PATH NAME (X-XX)

-17 L2

UNIT 2D UNIT 1B UNIT 1B UNIT 2B UNIT 2A UNIT 1B UNIT 2A UNIT 1B UNIT 2A UNIT 2E UNIT 2C UNIT 1B UNIT 1B UNIT 0A UNIT 2B UNIT 2B UNIT 1A UNIT 1A UNIT 1A UNIT 1C UNIT 1C UNIT 2A UNIT 1A UNIT 2A UNIT 2A UNIT 2F UNIT 2F PARKING

AREA

TOTAL MAX. TRAVEL TRAVEL DISTANCE DISTANCE ALLOWED

6 -1 L2

201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 P2 P2

ROOM NAME

OCC. LOAD

PATH NAME (X-XX)

COM. PATH OF TRAVEL 2

JT

ROOM NO.

OCC. FACTO R

11 L2-

JT

PATH OF EGRESS (LEVEL 2)

ADA Accessible

PE

02/26/18

627 SF

G1-01 G1-02 G1-03 G1-04 G1-06 L1-01 L1-02 L1-03 L1-04 L1-05 L1-06 L1-07 L1-08 L1-09 L1-10 L1-11 L1-12 L1-13 PL1-1

01

48'-3 5/8" 47'-4 5/8" 27'-11 1/4"

-

250' - 0" 250' - 0" 250' - 0"

Date

G1-01 G1-02 G1-03

Revision Description

401 SF 237 SF 85 SF

No

15 15 15

SA

L2 -01

G-05 101 102 103 104 105 106 107 108 109 110 111 112 113 114 P1

6018 SF 3554 SF 1278 SF

COMMON PATH OF TRAVEL

03

G-04

COMMERCIAL AREA COMMERCIAL AREA RECREATIONAL AREA RECREATIONAL AREA LOBBY UNIT 1A UNIT 1B UNIT 1B UNIT 1A UNIT 1B UNIT 2A UNIT 2A UNIT 1B GYM UNIT 2C UNIT 1B UNIT 1B UNIT 0A UNIT 1B PARKING

AREA

PATH NAME (X-XX)

L2-

G-01 G-02 G-03

ROOM NAME

OCC. LOAD

MAX. TRAVEL TOTAL TRAVEL PATH NAME DISTANCE ALLOWED DISTANCE (X-XX)

SB

L206

ROOM NO.

OCC. FACTO R

COM. PATH OF TRAVEL 1

L208

PATH OF EGRESS (LEVEL 1)

G1 -02

G101

JT

P3

-03 G1

P2

-04 G1

P1

JT

‐ ‐ ‐ ‐ ‐

14 L1-

G1-06

RA

JT JT

GROSS

R2

04 L1-

NET GROSS NET NET GROSS NET NET GROSS NET NET GROSS GROSS GROSS GROSS GROSS GROSS GROSS NET GROSS GROSS GROSS GROSS GROSS GROSS GROSS GROSS GROSS NET

R1

06 L1-

7 SF 5 SF 15 SF 7 SF 100 SF 40 SF 35 SF 50 SF 20 SF 50 SF 50 SF 200 SF 100 SF 240 SF 100 SF 120 SF 200 SF 50 SF 100 SF 50 SF 60 SF 30 SF 300 SF 200 SF 200 SF 50 SF 15 SF 15 SF 0 SF 500 SF

No No No No No No No No Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No

08 L1-

GROSS GROSS GROSS GROSS GROSS GROSS GROSS GROSS

11 L1-

300 SF 300 SF 500 SF 20 SF 300 SF 100 SF 15 SF 11 SF

09 L1-

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT AGRICULTURAL BUILDING AIRCRAFT HANGARS AIRPORT TERMINAL: BAGGAGE CLAIM AIRPORT TERMINAL: BAGGAGE HANDLING AIRPORT TERMINAL: CONCOURSE AIRPORT TERMINAL: WAITING AREAS ASSEMBLY: GAMING FLOORS (KENO, SLOTS, ETC.) ASSEMBLY: WITH FIXED SEATS ASSEMBLY: WITHOUT FIXED SEATS: CONCENTRATED (CHAIRS ONLY-NOT FIXED) ASSEMBLY: WITHOUT FIXED SEATS: STANDING SPACE ASSEMBLY: WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) BOWLING CENTERS, ALLOW 5 PERSONS FOR EACH LANE BUSINESS AREAS COURTROOMS-OTHER THAN FIXED SEATING AREAS DAY CARE DORMITORIES EDUCATIONAL: CLASSROOM AREA EDUCATIONAL: SHOPS & OTHER VOCATIONAL ROOM AREAS EXERCISE ROOMS H-5 FABRICATION & MANUFACTURING AREAS INDUSTRIAL AREAS INSTITUTIONAL AREAS: INPATIENT TREATMENT AREAS INSTITUTIONAL AREAS: OUTPATIENT AREAS INSTITUTIONAL AREAS: SLEEPING AREAS KITCHENS, COMMERCIAL LIBRARY: READING ROOMS LIBRARY: STACK AREA LOCKER ROOMS MERCANTILE: AREAS ON OTHER FLOORS MERCANTILE: BASEMENT AND GRADE FLOOR AREAS MERCANTILE: STORAGE, STOCK, SHIPPING AREAS PARKING GARAGES RESIDENTIAL SKATING RINKS, SWIMMING POOLS: DECKS SKATING RINKS, SWIMMING POOLS: RINK AND POOL STAGES AND PLATFORMS UNOCCUPIED WAREHOUSES

L107

Classification

SA

OCCUPANCY LOADS & EGRESS 1" = 20'-0"

S2

2

EGRESS- LEVEL2 1" = 20'-0"

S3

S4

S5

S11

S12

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐0.3.1


SPACE OCCUPANCY CLASSIFICATION Area Per Occupant Occupancy Gross or Net Fixed Seated

L3 -01

03 L3-

L3 -0 4

JT

PD

RD 13 L3L314

RC

PC

RB PL3-1

SE

‐ ‐ ‐ ‐ ‐

L3 -2 6

L3 -27

PB

JT

JT

RA

P3

P4

P5

P6

P7

P8

SD'

JT

JT

P2

JT

JT

PA P1

COM. PATH OF TRAVEL 3 L324

L3 -20

SB

S1

S2

S3

S4

S5

S6 S7

S8

S9S10

S11

S12

S13 S14

-

SA

DP NO.

1" = 20'-0"

Date

1

2014-51R

EGRESS- LEVEL3

R5

R6

R7

R8

R10

R11 R12

No

L4 -0 4

02 L4-

05 L4-

07 L4-

Revision Description

R4

09 L4-

RG

R3

L4 -01

R2

03

R1

L4-

6'-3 3/4" 36'-7 1/2" 36'-7" 15'-6 5/8" 36'-5 3/4" 14'-2 1/4" 36'-8" 34'-2 1/4" 35'-11" 45'-8 7/8" 35'-0 5/8" 29'-5 1/2" 748'-6 7/8" 48'-8 1/8" 29'-2 5/8" 33'-11 1/2" 36'-2 1/4" 36'-5 7/8" 36'-10 5/8" 36'-8 1/8" 36'-9 1/2" 39'-10 1/8" 36'-7 7/8" 36'-0" 13'-10 1/8" 22'-0 1/2" 32'-9 1/2" 5'-0"

L406

L3-01 L3-02 L3-03 L3-04 L3-05 L3-06 L3-07 L3-08 L3-09 L3-10 L3-11 L3-12 L3-13 L3-14 L3-15 L3-16 L3-17 L3-18 L3-19 L3-20 L3-21 L3-22 L3-23 L3-24 L3-25 L3-26 L3-27 PL3-1

COMMON PATH OF TRAVEL

L408

47'-7" 73'-4 3/4" 77'-0 3/4" 48'-11 1/4" 73'-10" 101'-2" 131'-5 3/8" 158'-7 1/8" 188'-7 1/8" 174'-6 3/8" 146'-3 3/8" 121'-7 5/8" 107'-2 5/8" 80'-8 5/8" 41'-9 3/4" 59'-7 3/8" 97'-1 1/8" 126'-3 1/2" 146'-6 5/8" 204'-9 3/4" 184'-3 5/8" 159'-5 3/8" 124'-3 1/2" 95'-9 3/4" 52'-3 1/4" 121'-11 5/8" 78'-4 1/4" 153'-6 1/2"

PATH NAME (X-XX)

L3 -18

TOTAL TRAVEL DISTANCE

25 L3-

250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 400' - 0"

JT JT JT

JT JT JT 2 -1 L3

-23 L3

L3-01 L3-02 L3-03 L3-04 L3-05 L3-06 L3-07 L3-08 L3-09 L3-10 L3-11 L3-12 L3-13 L3-14 L3-15 L3-16 L3-17 L3-18 L3-19 L3-20 L3-21 L3-22 L3-23 L3-24 L3-25 L3-26 L3-27 PL3-1

L306

11 L3-

2 -2 L3

4 SF 3 SF 3 SF 5 SF 5 SF 3 SF 5 SF 3 SF 5 SF 4 SF 5 SF 3 SF 3 SF 2 SF 5 SF 5 SF 3 SF 3 SF 3 SF 3 SF 3 SF 5 SF 3 SF 5 SF 5 SF 5 SF 5 SF 104 SF

R11 R12

PF

-21 L3

200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200

R10

ADA Accessible

RE

19

823 SF 650 SF 650 SF 938 SF 991 SF 650 SF 991 SF 650 SF 991 SF 870 SF 904 SF 650 SF 650 SF 447 SF 933 SF 933 SF 679 SF 679 SF 679 SF 631 SF 631 SF 991 SF 679 SF 991 SF 986 SF 1038 SF 1038 SF 20837 SF

R8

PE

L3-

UNIT 2D UNIT 1B UNIT 1B UNIT 2B UNIT 2A UNIT 1B UNIT 2A UNIT 1B UNIT 2A UNIT 2E UNIT 2C UNIT 1B UNIT 1B UNIT 0A UNIT 2B UNIT 2B UNIT 1A UNIT 1A UNIT 1A UNIT 1C UNIT 1C UNIT 2A UNIT 1A UNIT 2A UNIT 2A UNIT 2F UNIT 2F PARKING

AREA

PATH NAME (X-XX)

R7

RF

-17 L3

301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 P3

ROOM NAME

OCC. LOAD

R6

6 -1 L3

ROOM NO.

OCC. FACTO R

MAX. TRAVEL DISTANCE ALLOWED

R5

0 -1 L3

-15 L3

PATH OF EGRESS (LEVEL 3)

R4

L308

RG

R3

JT

GROSS

R2

JT

NET GROSS NET NET GROSS NET NET GROSS NET NET GROSS GROSS GROSS GROSS GROSS GROSS GROSS NET GROSS GROSS GROSS GROSS GROSS GROSS GROSS GROSS GROSS NET

R1

02 L3-

7 SF 5 SF 15 SF 7 SF 100 SF 40 SF 35 SF 50 SF 20 SF 50 SF 50 SF 200 SF 100 SF 240 SF 100 SF 120 SF 200 SF 50 SF 100 SF 50 SF 60 SF 30 SF 300 SF 200 SF 200 SF 50 SF 15 SF 15 SF 0 SF 500 SF

No No No No No No No No Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No

05 L3-

GROSS GROSS GROSS GROSS GROSS GROSS GROSS GROSS

07 L3-

300 SF 300 SF 500 SF 20 SF 300 SF 100 SF 15 SF 11 SF

09 L3-

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT AGRICULTURAL BUILDING AIRCRAFT HANGARS AIRPORT TERMINAL: BAGGAGE CLAIM AIRPORT TERMINAL: BAGGAGE HANDLING AIRPORT TERMINAL: CONCOURSE AIRPORT TERMINAL: WAITING AREAS ASSEMBLY: GAMING FLOORS (KENO, SLOTS, ETC.) ASSEMBLY: WITH FIXED SEATS ASSEMBLY: WITHOUT FIXED SEATS: CONCENTRATED (CHAIRS ONLY-NOT FIXED) ASSEMBLY: WITHOUT FIXED SEATS: STANDING SPACE ASSEMBLY: WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) BOWLING CENTERS, ALLOW 5 PERSONS FOR EACH LANE BUSINESS AREAS COURTROOMS-OTHER THAN FIXED SEATING AREAS DAY CARE DORMITORIES EDUCATIONAL: CLASSROOM AREA EDUCATIONAL: SHOPS & OTHER VOCATIONAL ROOM AREAS EXERCISE ROOMS H-5 FABRICATION & MANUFACTURING AREAS INDUSTRIAL AREAS INSTITUTIONAL AREAS: INPATIENT TREATMENT AREAS INSTITUTIONAL AREAS: OUTPATIENT AREAS INSTITUTIONAL AREAS: SLEEPING AREAS KITCHENS, COMMERCIAL LIBRARY: READING ROOMS LIBRARY: STACK AREA LOCKER ROOMS MERCANTILE: AREAS ON OTHER FLOORS MERCANTILE: BASEMENT AND GRADE FLOOR AREAS MERCANTILE: STORAGE, STOCK, SHIPPING AREAS PARKING GARAGES RESIDENTIAL SKATING RINKS, SWIMMING POOLS: DECKS SKATING RINKS, SWIMMING POOLS: RINK AND POOL STAGES AND PLATFORMS UNOCCUPIED WAREHOUSES

JT

Classification

0 -1 L4

Date

PD

RD 13 L4L414

RC

PC

L4

L4 -26

PB

JT

-27

PL4-1

SE PROJECT NAME:

JT

RA

JT

5th & Harbor

PA P3

P4

P5

P6

P7

P8

SD'

JT

P2

JT

P1

JT

-15

JT

L4

01

No

RB

JT

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

L424

L4 -20

SB

L4 -18

6'-6" 36'-6 5/8" 36'-7" 34'-0 1/2" 36'-5 3/4" 37'-2" 35'-6 1/4" 33'-11 1/4" 36'-6" 45'-8 7/8" 35'-0 5/8" 28'-7" 748'-8 7/8" 57'-3 7/8" 12'-3 5/8" 21'-4" 36'-2 1/4" 36'-5 7/8" 36'-11 5/8" 36'-8 1/8" 36'-9 1/2" 39'-10 1/8" 36'-7 7/8" 36'-1 1/8" 36'-11" 22'-0 1/2" 25'-0 1/2" 5'-0"

25

L4-01 L4-02 L4-03 L4-04 L4-05 L4-06 L4-07 L4-08 L4-09 L4-10 L4-11 L4-12 L4-13 L4-14 L4-15 L4-16 L4-17 L4-18 L4-19 L4-20 L4-21 L4-22 L4-23 L4-24 L4-25 L4-26 L4-27 PL4-1

L4-

47'-10 3/4" 73'-4 3/4" 77'-0 3/4" 48'-6 3/4" 73'-10" 101'-6 1/4" 131'-9 3/4" 158'-0 3/4" 188'-7 1/8" 174'-6 3/8" 146'-3 3/8" 121'-6 7/8" 107'-2 5/8" 80'-8 7/8" 44'-2 1/2" 67'-9 1/2" 95'-6 1/4" 124'-9 1/4" 145'-1 5/8" 204'-9 3/4" 184'-3 5/8" 159'-5 3/8" 124'-3 1/2" 95'-9 3/4" 53'-0" 123'-10 3/8" 79'-3 5/8" 153'-3 1/8"

-23 L4

250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 250' - 0" 400' - 0"

2 -1 L4

2 -2 L4

L4-01 L4-02 L4-03 L4-04 L4-05 L4-06 L4-07 L4-08 L4-09 L4-10 L4-11 L4-12 L4-13 L4-14 L4-15 L4-16 L4-17 L4-18 L4-19 L4-20 L4-21 L4-22 L4-23 L4-24 L4-25 L4-26 L4-27 PL4-1

COMMON PATH OF TRAVEL

-21 L4

4 SF 3 SF 3 SF 5 SF 5 SF 3 SF 5 SF 3 SF 5 SF 4 SF 5 SF 3 SF 3 SF 2 SF 5 SF 5 SF 3 SF 3 SF 3 SF 3 SF 3 SF 5 SF 3 SF 5 SF 5 SF 5 SF 5 SF 104 SF

11 L4-

19

200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200

TOTAL PATH TRAVEL NAME DISTANCE (CP-XXXX)

RE

L4-

823 SF 650 SF 650 SF 938 SF 991 SF 650 SF 991 SF 650 SF 991 SF 870 SF 904 SF 650 SF 650 SF 447 SF 933 SF 933 SF 679 SF 679 SF 679 SF 631 SF 631 SF 991 SF 679 SF 991 SF 986 SF 1038 SF 1038 SF 20837 SF

COM. PATH OF TRAVEL 4

-17 L4

UNIT 2D UNIT 1B UNIT 1B UNIT 2B UNIT 2A UNIT 1B UNIT 2A UNIT 1B UNIT 2A UNIT 2E UNIT 2C UNIT 1B UNIT 1B UNIT 0A UNIT 2B UNIT 2B UNIT 1A UNIT 1A UNIT 1A UNIT 1C UNIT 1C UNIT 2A UNIT 1A UNIT 2A UNIT 2A UNIT 2F UNIT 2F PARKING

AREA

PATH NAME (X-XX)

MAX. TRAVEL DISTANCE ALLOWED

6 -1 L4

401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 P4

ROOM NAME

OCC. LOAD

PE

JT

ROOM NO.

OCC. FACTO R

PF

02/26/18

PATH OF EGRESS (LEVEL 4)

JT

JT JT JT

JT JT JT

RF

OCCUPANCY LOADS & EGRESS 1" = 20'-0" OWNER:

S2

2

EGRESS- LEVEL 4

S3

S4

S5

S11

S12 CHARLES COMPANY

1" = 20'-0" SHEET NUMBER:

A‐0.3.2


DIVISION IV - DWELLING UNIT FEATURES 1. AN ACCESSIBLE ROUTE SHALL BE PROVIDED THROUGH ALL ROOMS AND SPACES OF THE DWELLING UNIT. THE ACCESSIBLE ROUTE SHALL PASS THROUGH THE PRIMARY ENTRY DOOR, AND SHALL CONNECT WITH ALL ADDITIONAL EXTERIOR DOORS, REQUIRED CLEAR FLOOR SPACES AT KITCHEN APPLIANCES, AND BATHROOM FIXTURES. FOR THIS REQUIREMENT, “ACCESSIBLE ROUTES” MAY INCLUDE HALLWAYS, CORRIDORS, AND RAMPS. (1130A.1) 2. THE ACCESSIBLE ROUTE INTO AND THROUGHOUT COVERED MULTIFAMILY DWELLING UNITS SHALL BE AT LEAST 36 INCHES WIDE. (1130A.2) CHANGES IN LEVEL ON ACCESSIBLE ROUTES

‐ ‐ ‐ ‐ ‐

DP NO.

2014-51R

02/26/18 01

DIVISION V - FEATURES COMMON TO THE EXTERIOR AND INTERIOR OF BUILDINGS OTHER FEATURES AND FACILITIES THIS DIVISION SHALL APPLY TO FEATURES AND FACILITIES COMMON USE AREAS ON ACCESSIBLE FLOORS OR SITES. (1137A.1) NOTE: THE PROVISIONS IN THIS DIVISION ARE NOT APPLICABLE TO DWELLING UNITS, UNLESS OTHERWISE SPECIFIED. SPACE ALLOWANCES AND REACH RANGES IN COMMON USE AREAS 1. THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 36 INCHES CONTINUOUSLY. (SEE FIGURE 11A-1E.) SEE SECTION 1113A FOR MINIMUM CLEAR WIDTH OF SIDEWALKS, AND SECTION 1120A FOR MINIMUM CLEAR WIDTH OF INTERIOR ACCESSIBLE ROUTES EXCEPTION: 32 INCHES IN WIDTH IS ACCEPTABLE AT A POINT NOT TO EXCEED 24 INCHES IN LENGTH. THE SEGMENTS WITH REDUCED WIDTH SHALL BE SEPARATED BY SEGMENTS THAT ARE 48 INCHES LONG MINIMUM AND 36 INCHES WIDE MINIMUM. (1138A.1.1) 2. THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60 INCHES (SEE FIGURE 11A-1E). (1138A.1.2) 3. AN ACCESSIBLE ROUTE (EXTERIOR AND INTERIOR) WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES MINIMUM BY 60 INCHES MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH SECTION 1138A.1.3.1, WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES MINIMUM BEYOND THE INTERSECTION. (SEE FIGURE 11A- 1L.) (1138A.1.2) 4. THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180- DEGREE TURN SHALL BE A CIRCULAR CLEAR SPACE OF 60 INCHES DIAMETER MINIMUM (SEE FIGURE 11A-1D(A)); OR A T-SHAPED SPACE COMPLYING WITH SECTION 1138A.1.3.1. THE CIRCULAR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 1138A.2. (1138A.1.3) 5. IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS REQUIRED IN SECTION 1138A.1.5. (1138A.1.3) A. A T-SHAPED TURNING SPACE SHALL BE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION, AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 1138A.2 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. (SEE FIGURE 11A- 1D (B).) (1138A.1.3.1) B. TURNING SPACES FOR WHEELCHAIRS SHALL BE STABLE, FIRM, SLIP RESISTANT, AND SHALL COMPLY WITH SECTION 1110A.3 OR SECTION 1119A.2. CHANGES IN LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. (1138A.1.3.2) 6. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS SHALL COMPLY WITH THE FOLLOWING: (1138A.1.4) A. THE MINIMUM CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES BY 48 INCHES. THE MINIMUM CLEAR FLOOR OR GROUND SPACE MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT (SEE FIGURE 11A- 1G). CLEAR FLOOR OR GROUND SPACE MAY BE PART OF THE KNEE AND TOE SPACE REQUIRED UNDER SOME OBJECTS UNLESS OTHERWISE SPECIFIED. (1138A.1.4.1) B. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR A PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING: (1138A.1.4.2, FIGURE 11A-1H) I. FORWARD APPROACH. ALCOVES SHALL BE 36 INCHES WIDE MINIMUM WHEN THE DEPTH EXCEEDS 24 INCHES. II. PARALLEL APPROACH. ALCOVES SHALL BE 60 INCHES WIDE MINIMUM WHEN THE DEPTH EXCEEDS 15 INCHES. 7. CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS SHALL BE STABLE, FIRM, SLIP RESISTANT, AND SHALL COMPLY WITH SECTION 1110A.3 OR SECTION 1119A.2. CHANGES IN LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. (1138A.1.4.3) 8. GRATINGS LOCATED IN GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES SHALL BE LIMITED TO SPACES NO GREATER THAN ½-INCH WIDE IN ONE

DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAFFIC. (1138A.1.4.3.1) 9. WHEN THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL BE 42 INCHES MINIMUM APPROACHING THE TURN, 48 INCHES MINIMUM AT THE TURN AND 42 INCHES MINIMUM LEAVING THE TURN. WHEN THE CLEAR WIDTH AT THE TURN IS 60 INCHES MINIMUM, THE CLEAR WIDTH WHEN APPROACHING AND WHEN LEAVING THE TURN SHALL BE 36 INCHES MINIMUM. (1138A.1.5, FIGURE 11A-1C(A)) 10. WHEN SPACE BENEATH AN ACCESSIBLE ELEMENT IS INCLUDED AS PART OF A CLEAR FLOOR SPACE, OR TURNING SPACE, THE SPACE SHALL COMPLY WITH THIS SECTION. ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR FLOOR SPACE OR TURNING SPACE. (1138A.2, FIGURE 11A-9D) A. KNEE SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR SHALL BE CONSIDERED KNEE SPACE. THE KNEE SPACE SHALL BE CLEAR AND UNOBSTRUCTED. (1138A.2.1) B. MINIMUM WIDTH FOR KNEE SPACE SHALL BE 30 INCHES WIDE MINIMUM. (1138A.2.1.1) C. MAXIMUM DEPTH FOR KNEE SPACE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT 9 INCHES ABOVE THE FINISH FLOOR. (1138A.2.1.2) D. WHEN KNEE SPACE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE SPACE SHALL BE 11 INCHES DEEP MINIMUM AT 9 INCHES ABOVE THE FINISH FLOOR, AND 8 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR, MEASURED FROM THE FRONT EDGE OF THE ELEMENT. (1138A.2.1.3) SEE EXCEPTIONS. E. BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR, THE KNEE SPACE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF 1 INCH IN DEPTH FOR EACH 6 INCHES IN HEIGHT. (1138A.2.1.4) 11. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR AND 9 INCHES ABOVE THE FINISH FLOOR SHALL BE CONSIDERED TOE SPACE. (1138A.2.2) A. TOE SPACE SHALL BE 30 INCHES WIDE MINIMUM. (1138A.2.2.1) B. TOE SPACE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT. (1138A.2.2.2) C. WHEN TOE SPACE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE SPACE SHALL EXTEND 17 INCHES MINIMUM UNDER THE ELEMENT, MEASURED FROM THE FRONT EDGE OF THE ELEMENT. (1138A.2.2.3). SEE EXCEPTIONS. D. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE AVAILABLE KNEE SPACE AT 9 INCHES ABOVE THE FINISH FLOOR SHALL NOT BE CONSIDERED TOE SPACE. (1138A.2.2.4) 12. REACH RANGES SHALL COMPLY WITH THE FOLLOWING: (1138A.3) A. WHEN THE CLEAR FLOOR SPACE ALLOWS ONLY FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48 INCHES AND THE MINIMUM LOW FORWARD REACH SHALL BE NO LESS THAN 15 INCHES ABOVE THE FINISH FLOOR. (1138A.3.1, FIGURE 11A-1L(A)) B. WHEN THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REACH DEPTH OVER THE OBSTRUCTION. 13. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHEN THE REACH DEPTH IS 20 INCHES MAXIMUM. WHEN THE REACH DEPTH EXCEEDS 20 INCHES, BUT IS NOT MORE THAN 25 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAXIMUM. (1138A.3.1, FIGURE 11A-11(B)) A. WHEN A CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT, AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM, AND THE LOW SIDE REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR. (1138.3.2, FIGURES 11A-1J(A) AND 11A1J(B)) B. WHEN A CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM FOR A REACH DEPTH OF 10 INCHES MAXIMUM. WHEN THE REACH DEPTH EXCEEDS 10 INCHES, BUT NO MORE THAN 24 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM. (SEE FIGURE 11A-1J(C).) 14. THE TOP OF WASHING MACHINES AND CLOTHES DRYERS SHALL BE PERMITTED TO BE 36 INCHES MAXIMUM ABOVE THE FINISHED FLOOR (1138A3.2.2 EXCEPTION) 15. CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PART OF ACCESSIBLE ELEMENTS SHALL COMPLY WITH THE FOLLOWING: (1138A.4.1) NOTE: SEE ALSO SECTION 1142A, FOR RECEPTACLE, SWITCH AND CONTROL INSTALLATION. A. CLEAR FLOOR SPACE COMPLYING WITH SECTION 1138A.1.4 THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ALL CONTROLS AND OPERATING MECHANISMS. (1134A.4.2) B. CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES, AND NO LOWER THAN 15 INCHES, ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, WASHER OR DRYER), CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. CONTROLS AND OPERATING MECHANISMS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE MECHANISMS, CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. (1134A.4.3) C. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS. (1138A.4.4) ACCESSIBLE TELEPHONES 26. WHEN PUBLIC TELEPHONES ARE PROVIDED, THEY SHALL COMPLY WITH THE SECTION 1140A, ACCESSIBLE TELEPHONES. ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS SEE DIVISION IV, SECTION 1136A. SIGNAGE NOTE: SEE SECTION 1127A.7 FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES, AND SECTION 1124A FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO ELEVATORS. (1143A.1) 29. WHEN SIGNS AND/OR IDENTIFICATION DEVICES ARE PROVIDED THEY SHALL COMPLY WITH SECTION 1143A. WHEN BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS - ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. 30. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 1143A.1, 1143A.5, 1143A.6 AND 1143A.7. 31. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 1143A.5. 32. WHEN SIGNS IDENTIFY, DIRECT OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURES OF A BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY AND SHALL COMPLY WITH SECTION 1143A.5. 33. SIGNS WITH VISUAL CHARACTERS SHALL COMPLY WITH THE FOLLOWING: A. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. B. CHARACTERS SHALL BE UPPERCASE, LOWERCASE OR A COMBINATION OF BOTH. CHARACTERS SHALL BE CONVENTIONAL IN FORM, AND SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. C. CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER “O” IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER “I”. D. VISUAL CHARACTERS SHALL BE SIZED IN ACCORDANCE WITH TABLE 1143A.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER “I”. E. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR. F. STROKE THICKNESS OF THE UPPERCASE LETTER “I” SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST P POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. G. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. H. TEXT SHALL BE IN A HORIZONTAL FORMAT. 34. WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS (PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY SHALL COMPLY WITH THIS SECTION. RAISED CHARACTERS AND PICTORIAL SYMBOLS SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 1143A.7. A. RAISED CHARACTERS ON SIGNS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND. CHARACTERS SHALL BE SANS SERIF UPPERCASE, AND SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. B. CHARACTERS HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER “I”. C. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. D. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHEN THE WIDTH OF THE UPPERCASE LETTER “O” IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER “I”. E. STROKE THICKNESS OF THE UPPERCASE LETTER “I” SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. F. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHEN CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHEN CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND 1/8 INCH MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH MINIMUM. G. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT. H. WHEN A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHEN A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHEN A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHEN PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. I. SIGNS WITH RAISED CHARACTERS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES MAXIMUM DIRECTLY BELOW THE PICTOGRAM FIELD. THE TEXT DESCRIPTION SHALL COMPLY WITH SECTIONS 1143A.6 AND 1143A.7. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6 INCHES IN HEIGHT. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. J. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY A TEXT DESCRIPTION LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. THE TEXT DESCRIPTION SHALL COMPLY WITH SECTIONS 1143A.6 AND 1143A.7. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6 INCHES IN HEIGHT. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 35. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. 36. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 1143A.7.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. 37. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND ½ INCH MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. 38. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH THE FOLLOWING: A. THE “INTERNATIONAL SYMBOL OF ACCESSIBILITY” SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE COLOR BLUE SHALL APPROXIMATE FS 15090 IN FEDERAL STANDARD 595C. (SEE FIGURE 11A-1A) B. INTERNATIONAL SYMBOL OF TTY. (SEE FIGURE 11A- 11C) C. VOLUME CONTROL TELEPHONES. (SEE FIGURE 11A- 11D) D. ASSISTIVE LISTENING SYSTEMS. (SEE FIGURE 11A- 11E) CLEANER AIR SYMBOL. (SEE CHAPTER 11B)

Date

OTHER MOBILITY AID TO ENTER AND CLOSE THE DOOR, USE THE FIXTURES, REOPEN THE DOOR AND EXIT. WHERE THE DOOR SWINGS INTO THE BATHROOM OR POWDER ROOM, THERE SHALL BE A CLEAR MANEUVERING SPACE OUTSIDE THE SWING OF THE DOOR OF AT LEAST 30 INCHES BY 48 INCHES WITHIN THE ROOM. THE CLEAR MANEUVERING SPACE SHALL ALLOW THE USER TO POSITION A WHEELCHAIR OR OTHER MOBILITY AID CLEAR OF THE PATH OF THE DOOR AS IT IS CLOSED AND TO PERMIT USE OF FIXTURES. DOORS MAY SWING INTO THE REQUIRED CLEAR SPACE AT ANY FIXTURE WHEN A CLEAR MANEUVERING SPACE IS PROVIDED OUTSIDE THE SWING ARC OF THE DOOR SO IT CAN BE CLOSED. MANEUVERING SPACES MAY INCLUDE ANY KNEE SPACE OR TOE SPACE AVAILABLE BELOW BATHROOM FIXTURES. (1134A.4) 34. BATHTUBS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING: (1134A.5) A. THERE SHALL BE A MINIMUM CLEAR FLOOR SPACE 48 INCHES PARALLEL BY 30 INCHES PERPENDICULAR TO THE SIDE OF A BATHTUB OR BATHTUB-SHOWER COMBINATION TO PROVIDE FOR THE MANEUVERING OF A WHEELCHAIR AND TRANSFER TO AND FROM THE BATHING FACILITIES. THE CONTROLS SHALL BE ON THE WALL AT THE FOOT OF THE BATHTUB. THE EDGE OF THE CLEAR FLOOR SPACE SHALL BE FLUSH WITH THE CONTROL WALL SURFACE. THE AREA UNDER A LAVATORY, LOCATED AT THE CONTROL END OF THE TUB, MAY BE INCLUDED IN THE CLEAR FLOOR SPACE PROVIDED THE LAVATORY IS 19 INCHES MAXIMUM DEEP, AND THE KNEE AND TOE SPACE COMPLY WITH SECTION 1134A.8. CABINETS UNDER LAVATORIES AND TOILETS SHALL NOT ENCROACH INTO THE CLEAR FLOOR SPACE. B. A BATHTUB INSTALLED WITHOUT SURROUNDING WALLS SHALL PROVIDE REINFORCED AREAS FOR THE INSTALLATION OF FLOOR-MOUNTED GRAB BARS. WHERE A BATHTUB IS INSTALLED WITH SURROUNDING WALLS, GRAB BAR REINFORCEMENT SHALL BE LOCATED ON EACH END OF THE BATHTUB, 32 INCHES TO 38 INCHES ABOVE THE FLOOR, EXTENDING A MINIMUM OF 24 INCHES FROM THE FRONT EDGE OF THE BATHTUB TOWARD THE BACK WALL OF THE BATHTUB. THE GRAB BAR REINFORCEMENT SHALL BE A MINIMUM OF 6 INCHES NOMINAL IN HEIGHT. SEE FIGURE 11A-9G. GRAB BAR REINFORCEMENT SHALL BE INSTALLED ON THE BACK WALL OF THE BATHTUB A MAXIMUM OF 6 INCHES ABOVE THE BATHTUB RIM EXTENDING UPWARD TO AT LEAST 38 INCHES ABOVE THE FLOOR. GRAB BAR BACKING SHALL BE INSTALLED HORIZONTALLY TO PERMIT THE INSTALLATION OF A 48-INCH GRAB BAR WITH EACH END A MAXIMUM OF 6 INCHES FROM THE END WALLS OF THE BATHTUB. THE GRAB BAR REINFORCEMENT SHALL BE A MINIMUM OF 6 INCHES NOMINAL IN HEIGHT. C. FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. D. A SHOWER SPRAY UNIT IS NOT REQUIRED IN BATHTUBS. E. DOORS AND PANELS OF BATHTUB ENCLOSURES SHALL BE SUBSTANTIALLY CONSTRUCTED FROM APPROVED, SHATTERRESISTANT MATERIALS. HINGED DOORS SHALL OPEN OUTWARD. GLAZING USED IN DOORS AND PANELS OF BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. WHEN GLASS IS USED, IT SHALL HAVE MINIMUM THICKNESS OF NOT LESS THAN 1/8 INCH WHEN FULLY TEMPERED, OR ¼ INCH WHEN LAMINATED, AND SHALL PASS THE TEST REQUIREMENTS OF THIS PART, CHAPTER 24 GLASS AND GLAZING. PLASTICS USED IN DOORS AND PANELS OF BATHTUB ENCLOSURES SHALL BE OF A SHATTER-RESISTANT TYPE. 35. SHOWERS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING: (1134A.6) A. WHEN ONE OR MORE SHOWER STALLS ARE PROVIDED WITHIN THE SAME DWELLING UNITS, AT LEAST ONE SHOWER STALL SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: I. THE SHOWER STALL SHALL MEASURE AT LEAST 42 INCHES WIDE BY 48 INCHES DEEP WITH AN ENTRANCE OPENING OF AT LEAST 36 INCHES; OR II. THE SHOWER STALL SHALL MEASURE AT LEAST 30 INCHES DEEP BY 60 INCHES WIDE WITH AN ENTRANCE OPENING OF AT LEAST 60 INCHES. A WATER CLOSET MAY PROJECT A MAXIMUM OF 12 INCHES INTO THE OPENING, PROVIDED THAT A MINIMUM OF 36 INCHES CLEAR SPACE IS MAINTAINED BETWEEN THE WATER CLOSET AND THE SHOWER WALL AS ILLUSTRATED IN FIGURE 11A-9L; OR III. OTHER SHOWER STALL CONFIGURATIONS SHALL MEASURE AT LEAST 36 INCHES DEEP BY 60 INCHES WIDE WITH AN ENTRANCE OPENING OF AT LEAST 36 INCHES WHEN A WALL IS INSTALLED ON THE OPENING SIDE. B. THE MAXIMUM SLOPE OF THE SHOWER FLOOR SHALL BE ½ INCH PER FOOT IN ANY DIRECTION AND SHALL SLOPE TO A DRAIN. THE FLOOR SURFACES SHALL BE OF CARBORUNDUM OR GRIT-FACED TILE OR OF MATERIAL PROVIDING EQUIVALENT SLIP RESISTANCE. C. A CLEAR MANEUVERING SPACE AT LEAST 30 INCHES IN WIDTH BY 48 INCHES IN LENGTH SHALL BE LOCATED OUTSIDE THE SHOWER, FLUSH AND PARALLEL TO THE CONTROL WALL. D. GRAB BAR REINFORCEMENT SHALL BE INSTALLED CONTINUOUS IN THE WALLS OF SHOWERS 32 INCHES TO 38 INCHES ABOVE THE FLOOR. THE GRAB BAR REINFORCEMENT SHALL BE A MINIMUM OF 6 INCHES NOMINAL IN HEIGHT. GLASS-WALLED SHOWER STALLS SHALL PROVIDE REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED OR CEILING- MOUNTED GRAB BARS. E. WHEN A THRESHOLD IS USED, IT SHALL BE A MAXIMUM OF 2 INCHES IN HEIGHT AND HAVE A BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (26.6 DEGREES FROM THE HORIZONTAL). THRESHOLDS ½ INCH OR LESS IN HEIGHT MAY HAVE A BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 1 UNIT HORIZONTAL (45 DEGREES FROM HORIZONTAL). F. FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVER OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. G. DOORS AND PANELS OF SHOWER ENCLOSURES SHALL BE SUBSTANTIALLY CONSTRUCTED FROM APPROVED, SHATTERRESISTANT MATERIALS. HINGED SHOWER DOORS SHALL OPEN OUTWARD. GLAZING USED IN DOORS AND PANELS OF SHOWER ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. WHEN GLASS IS USED, IT SHALL HAVE MINIMUM THICKNESS OF NOT LESS THAN 1/8 INCH WHEN FULLY TEMPERED, OR ¼ INCH WHEN LAMINATED, AND SHALL PASS THE TEST REQUIREMENTS OF THIS PART, CHAPTER 24 GLASS AND GLAZING. PLASTICS USED IN DOORS AND PANELS OF SHOWERS ENCLOSURES SHALL BE OF A SHATTER-RESISTANT TYPE. 36. WATER CLOSETS IN BATHROOMS OR POWDER ROOMS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING: (1134A.7) A. THE MINIMUM FLOOR SPACE PROVIDED AT A WATER CLOSET SHALL BE 48 INCHES IN CLEAR WIDTH. THE CLEAR FLOOR SPACE SHALL EXTEND PAST THE FRONT EDGE OF THE WATER CLOSET AT LEAST 36 INCHES. SEE FIGURE 11A- 9M. EXCEPT, THE 48 INCHES MINIMUM CLEAR WIDTH MAY BE REDUCED TO 36 INCHES FOR LAVATORIES, CABINETS, WING WALLS OR PRIVACY WALLS LOCATED IMMEDIATELY ADJACENT TO A WATER CLOSET WHICH EXTEND NO MORE THAN 24 INCHES IN DEPTH. B. WATER CLOSETS SHALL BE LOCATED WITHIN BATHROOMS IN A MANNER THAT PERMITS A GRAB BAR TO BE INSTALLED ON AT LEAST ONE SIDE OF THE FIXTURE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM A GRAB BAR WALL OR PARTITION. IN LOCATIONS WHERE WATER CLOSETS ARE ADJACENT TO NON-GRAB BAR WALLS, VANITIES, LAVATORIES OR BATHTUBS, THE CENTERLINE OF THE FIXTURE SHALL BE A MINIMUM OF 18 INCHES FROM THE OBSTACLE. C. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATIVE GRAB BARS. D. WHERE THE WATER CLOSET IS PLACED ADJACENT TO A SIDE WALL, REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDES OR ONE SIDE AND THE BACK. IF REINFORCEMENT IS INSTALLED AT THE BACK, IT SHALL BE INSTALLED BETWEEN 32 INCHES AND 38 INCHES ABOVE THE FLOOR. THE GRAB BAR REINFORCEMENT SHALL BE A MINIMUM OF 6 INCHES NOMINAL IN HEIGHT. THE BACKING SHALL BE A MINIMUM OF 40 INCHES IN LENGTH. E. REINFORCEMENT INSTALLED AT THE SIDE OF THE WATER CLOSET SHALL BE INSTALLED 32 INCHES TO 38 INCHES ABOVE THE FLOOR. THE REINFORCEMENT SHALL BE INSTALLED A MAXIMUM OF 12 INCHES FROM THE REAR WALL AND SHALL EXTEND A MINIMUM OF 26 INCHES IN FRONT OF THE WATER CLOSET. THE GRAB BAR REINFORCEMENT SHALL BE A MINIMUM OF 6 INCHES NOMINAL IN HEIGHT. F. THE MINIMUM HEIGHT OF WATER CLOSET SEATS SHALL BE 15 INCHES ABOVE THE FLOOR. G. WATER CLOSET CONTROLS SHALL BE MOUNTED NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 37. BATHROOMS OR POWDER ROOMS REQUIRED TO BE ACCESSIBLE SHALL HAVE AT LEAST ONE ACCESSIBLE LAVATORY. WHERE MIRRORS AND TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ACCESSIBLE. (1134A.8) A. VANITIES AND LAVATORIES SHALL BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 18 INCHES HORIZONTALLY FROM AN ADJOINING WALL OR FIXTURE TO ALLOW FOR FORWARD APPROACH. WHEN PARALLEL APPROACH IS PROVIDED, LAVATORIES SHALL BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 24 INCHES HORIZONTALLY FROM AN ADJOINING WALL OR FIXTURE. THE TOP OF THE FIXTURE RIM SHALL BE A MAXIMUM OF 34 INCHES ABOVE THE FINISHED FLOOR. B. A CLEAR MANEUVERING SPACE AT LEAST 30 INCHES BY 48 INCHES SHALL BE PROVIDED AT LAVATORIES AND SHALL BE CENTERED ON THE LAVATORY. THIS CLEAR FLOOR SPACE SHALL NOT EXTEND INTO THE KNEE AND TOE SPACE MORE THAN 19 INCHES. SEE FIGURE 11A-9D. C. CABINETS UNDER LAVATORIES ARE ACCEPTABLE PROVIDED THE BATHROOM HAS SPACE TO ALLOW A PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR AND THE LAVATORY CABINETS ARE DESIGNED WITH ADAPTABLE KNEE AND TOE SPACE. D. KNEE AND TOE SPACE SHALL BE PROVIDED BY ONE OF THE FOLLOWING, SHALL BE CENTERED ON THE FIXTURE, AND SHALL COMPLY WITH SECTION 1138A.2: I. THE SPACE BENEATH THE LAVATORY SHALL BE LEFT CLEAR AND UNOBSTRUCTED; II. ANY CABINET BENEATH THE LAVATORY SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR SPECIALIZED TOOLS; OR III. DOORS TO THE CABINET BENEATH THE LAVATORY SHALL BE REMOVABLE OR OPENABLE TO PROVIDE THE REQUIRED UNOBSTRUCTED KNEE AND TOE SPACE. E. THE FINISHED FLOOR BENEATH THE LAVATORY SHALL BE EXTENDED TO THE WALL. F. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. G. FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVER OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELFCLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. H. WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED THEY SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40 INCHES FROM THE FLOOR. LAUNDRY ROOMS 38. IF CLOTHES WASHING MACHINES AND CLOTHES DRYERS ARE PROVIDED IN COVERED MULTIFAMILY DWELLING UNITS, ONE OF EACH TYPE OF APPLIANCE SHALL BE PROVIDED. WHERE FRONT-LOADING CLOTHES WASHERS ARE NOT PROVIDED, MANAGEMENT SHALL PROVIDE ASSISTIVE DEVICES, ON REQUEST OF THE OCCUPANT, TO PERMIT THE USE OF TOPLOADING CLOTHES WASHERS. (1135A.1) ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS 39. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES FROM THE WALL BENEATH THE RECEPTACLE. 40. RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. (1136A.1) SEE EXCEPTIONS. 41. CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES FROM THE WALL BENEATH A CONTROL. 42. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPT AT APPLIANCES (E.G, KITCHEN STOVES, DISHWASHERS, RANGE HOODS, MICROWAVE OVENS AND SIMILAR APPLIANCES) WHICH HAVE CONTROLS LOCATED ON THE APPLIANCE. (1136A.2)

Revision Description

DIVISION III - BUILDING FEATURES, COMMON USE AREAS AREAS OF REFUGE INCLUDING BUT NOT LIMITED TO THE REQUIREMENTS CONTAINED IN THIS CHAPTER FOR ACCESSIBLE ROUTES, SIGNAGE AND EMERGENCY WARNING SYSTEMS IN BUILDINGS OR PORTIONS OF BUILDINGS REQUIRED TO BE ACCESSIBLE SHALL BE PROVIDED WITH ACCESSIBLE MEANS OF EGRESS AS REQUIRED BY CHAPTER 10. (SEE SECTION 1007.) (1118A.1) STAIRWAYS SEE DIVISION II. ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS (ALSO SEE PROVISIONS IN SECTION 1124A) ELEVATORS PROVIDED IN COVERED MULTIFAMILY BUILDINGS SHALL BE ACCESSIBLE. ELEVATORS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH SECTION 1124A, ASME A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS, TITLE 8, OF THE CALIFORNIA CODE OF REGULATIONS, UNDER “ELEVATOR SAFETY ORDERS,” AND ANY OTHER APPLICABLE SAFETY REGULATIONS OF OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. EXCEPTION: PRIVATE ELEVATORS SERVING ONLY ONE DWELLING UNIT. (1124A.1) HAZARDS ON ACCESSIBLE ROUTES SEE DIVISION II. DOORS F. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. (1119A.2.1) G. DOORWAYS WHICH PROVIDE ACCESS TO COMMON USE AREAS OR COVERED MULTIFAMILY DWELLINGS SHALL COMPLY WITH THE FOLLOWING: (1126A.1) A. PERMIT THE INSTALLATION OF A DOOR OR GATE NOT LESS THAN 36 INCHES IN WIDTH, NOT LESS THAN 80 INCHES IN HEIGHT, AND PROVIDE A CLEAR OPENING OF NOT LESS THAN 32 INCHES, MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. B. DOORS OR GATES SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES. C. A PAIR OF DOORS OR GATES, MANUAL OR AUTOMATIC, SHALL HAVE AT LEAST ONE LEAF WHICH PROVIDES A CLEAR WIDTH OF NOT LESS THAN 32 INCHES, MEASURED WITH THE DOOR OR GATE POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. D. THE WIDTH OF ANY COMPONENT IN THE EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIRED BY SECTION 1005. E. REVOLVING DOORS OR GATES SHALL NOT BE USED AS REQUIRED ENTRANCES FOR PERSONS WITH DISABILITIES, AND SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. H. I. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR OR GATE SHALL BE LEVEL. SEE CHAPTER 10. (1126A.2) J. THE FLOOR OR LANDING SHALL NOT BE MORE THAN ½ INCH LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. (1126A.2.1, FIG.11A-8I) K. THE MINIMUM MANEUVERING CLEARANCE AT DOORS OR GATES SHALL COMPLY WITH SECTIONS 1126A.3.2, 1126A.3.3, AND 1126A3.4. THE FLOOR OR LANDING AREA WITHIN THE REQUIRED MANEUVERING CLEARANCE SHALL BE LEVEL AND CLEAR. THE REQUIRED LENGTH SHALL BE MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR OR GATE IN ITS CLOSED POSITION. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCES (STRIKE EDGE MANEUVERING CLEARANCES). (1126A.3.1) L. AT EACH SWINGING DOOR AND GATE, SHOW COMPLIANCE WITH THE FOLLOWING; (1126A.3.2) A. FRONT APPROACH: I. PULL SIDE APPROACH. THE LEVEL FLOOR OR LANDING SHALL EXTEND IN THE DIRECTION OF THE DOOR OR GATE SWING AT LEAST 60 INCHES. SEE FIGURE 11A-8A(A). II. PUSH SIDE APPROACH. THE LEVEL FLOOR OR LANDING SHALL EXTEND IN THE DIRECTION OF THE DOOR OR GATE SWING AT LEAST 48 INCHES. SEE FIGURE 11A- 8A(A). III. DOORS AND GATES WITH PUSH SIDE APPROACH HAVING BOTH A CLOSER AND A LATCH. DOORS OR GATES WITH PUSH SIDE APPROACH HAVING BOTH A CLOSER AND A LATCH SHALL BE PROVIDED WITH A CLEAR AND LEVEL AREA EXTENDING A MINIMUM OF 12 INCHES PAST THE STRIKE EDGE ON THE APPROACH SIDE OF THE DOOR OR GATE. SEE FIGURE 11A-8A(A). IV. STRIKE EDGE MANEUVERING SPACE. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR OR GATE SWINGS SHALL EXTEND AT LEAST 24 INCHES PAST THE STRIKE EDGE FOR EXTERIOR DOORS OR GATES AND AT LEAST 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS OR GATES. SEE FIGURE 11A-8A(A). B. HINGE SIDE APPROACH: I. PULL SIDE APPROACH. DOORS OR GATES WITH PULL SIDE APPROACH SHALL BE PROVIDED WITH A LEVEL FLOOR OR LANDING NOT LESS THAN 60 INCHES IN DEPTH. A CLEAR AND LEVEL AREA SHALL EXTEND A MINIMUM OF 36 INCHES PAST THE STRIKE EDGE ON THE APPROACH SIDE OF THE DOOR OR GATE. SEE FIGURE 11A-8A(B). II. PUSH SIDE APPROACH. DOORS OR GATES WITH PUSH SIDE APPROACH SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 44 INCHES IN DEPTH, AND SHALL BE PROVIDED WITH A CLEAR AND LEVEL AREA EXTENDING A MINIMUM OF 54 INCHES FROM THE STRIKE EDGE OF THE DOOR OR GATE JAMB PAST THE HINGE SIDE OF THE DOOR OR GATE. DOORS OR GATES WITH A LATCH AND CLOSER SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 48 INCHES DEPTH AT THE PUSH SIDE OF THE DOOR OR GATE. SEE FIGURE 11A-8A(B). C. LATCH SIDE APPROACH: I. PULL SIDE APPROACH. DOORS OR GATES WITH PULL SIDE APPROACH SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 60 INCHES IN DEPTH, AND SHALL BE PROVIDED WITH A CLEAR AND LEVEL AREA EXTENDING A MINIMUM OF 24 INCHES PAST THE STRIKE EDGE ON THE APPROACH SIDE OF THE DOOR OR GATE. SEE FIGURE 11A-8A(C). II. PUSH SIDE APPROACH. DOORS OR GATES WITH PUSH SIDE APPROACH SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 44 INCHES IN DEPTH, AND SHALL BE PROVIDED WITH A CLEAR AND LEVEL AREA EXTENDING A MINIMUM OF 24 INCHES PAST THE STRIKE EDGE ON THE APPROACH SIDE OF THE DOOR OR GATE. DOORS OR GATES WITH A CLOSER SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 48 INCHES DEPTH AT THE PUSH SIDE OF THE DOOR OR GATE. SEE FIGURE 11A-8A(C). M. DIMENSION THE MINIMUM SPACE BETWEEN THE TWO HINGED OR PIVOTED DOORS OR GATES IN SERIES. PROVIDE A MINIMUM OF 48 INCHES PLUS THE WIDTH OF THE DOOR OR GATE SWINGING INTO THE SPACE FOR AREAS OTHER THAN A REQUIRED EXIT STAIRWAY AND 60 INCHES MINIMUM WHERE THE DOOR OR GATE OPENS INTO A STAIR OR SMOKEPROOF ENCLOSURE. SEE FIGURES 11A- 8G AND 11A-8H. (1126A.3.3) N. DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH THE FOLLOWING: (1126A.3.4) O. FRONT APPROACH. THE LEVEL FLOOR OR LANDING SHALL EXTEND AT LEAST 48 INCHES ON EACH SIDE, PERPENDICULAR TO THE DOORWAY. STRIKE EDGE MANEUVERING CLEARANCE FOR FRONT APPROACH IS NOT REQUIRED. SEE FIGURE 11A-8B(A). P. SIDE APPROACH, DOORWAYS WITHOUT DOORS OR GATES, AND SIDE APPROACH, SHALL BE PROVIDED WITH LEVEL FLOOR OR LANDING EXTENDING 42 INCHES MINIMUM ON EACH SIDE, PERPENDICULAR TO THE DOORWAY. STRIKE EDGE MANEUVERING CLEARANCE IS NOT REQUIRED. SEE FIGURE 11A-8B(D). Q. POCKET/HINGE SIDE APPROACH. DOORS WITH POCKET OR HINGE APPROACH SHALL BE PROVIDED WITH A LEVEL FLOOR OR LANDING NOT LESS THAN 42 INCHES IN DEPTH. THE LEVEL FLOOR OR LANDING SHALL EXTEND A MINIMUM OF 22 INCHES BEYOND THE POCKET/HINGE SIDE. SEE FIGURE 11A-8B(B). R. STOP/LATCH SIDE APPROACH. DOORS WITH STOP OR LATCH APPROACH SHALL HAVE A LEVEL FLOOR OR LANDING NOT LESS THAN 42 INCHES IN DEPTH. THE LEVEL FLOOR OR LANDING SHALL EXTEND A MINIMUM OF 24 INCHES BEYOND THE STOP/LATCH SIDE. SEE FIGURE 11A- 8B(C). S. RECESSED DOORS OR GATES. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE OF AN INTERIOR DOORWAY, OR WITHIN 24 INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR OR GATE, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. SEE FIGURE 11A-8C. T. MAXIMUM EFFORT TO OPERATE DOORS OR GATES SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS OR GATES AND 5 POUNDS FOR INTERIOR DOORS OR GATES, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS OR GATES AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OR GATE 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. (1126A.4) U. IF THE DOOR OR GATE HAS A CLOSER, THE THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE DOOR OR GATE WILL TAKE 5 SECONDS MINIMUM TO MOVE TO A POSITION OF 12 DEGREES FROM THE LATCH. (1126A.4.1) V. SPRING HINGES SHALL BE ADJUSTED SO THAT FORM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. (1126A.4.2) W. THE TYPE OF LATCH AND LOCK REQUIRED FOR ALL DOORS OR GATES SHALL BE IN ACCORDANCE WITH SECTION 1126A.6 AND CHAPTER 10, SECTION 1008. (1126A.5) X. HAND-ACTIVATED DOOR OR GATE LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS OR GATES SHALL OPERATE CONSISTENT WITH SECTION 1126A.4, IN THE DIRECTION OF EGRESS. (1126A.6) Y. WHEN SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. (1126A.6) Z. THE LEVER OR LEVER OF ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR OR GATE TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS. (1126A.6.1) AA. SWINGING DOOR OR GATE SURFACES WITHIN 10 INCHES 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. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. (1126A.7) SEE EXCEPTIONS. BB. WHERE GLAZED OPENINGS ARE PROVIDED IN ACCESSIBLE ROOMS OR SPACES FOR OPERATION BY OCCUPANTS, AT LEAST ONE OPENING SHALL COMPLY WITH SECTION 1138A.4 CONTROLS AND OPERATING MECHANISMS. EACH GLAZED OPENING REQUIRED BE OPERABLE SHALL COMPLY WITH SECTION 1138A.4. COMMON USE FACILITIES CC. WHEN PROVIDED, COMMON USE AREAS AND FACILITIES IN COVERED MULTIFAMILY HOUSING DEVELOPMENTS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. COMMON USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO, LOBBIES, TOILET AND BATHING FACILITIES, LAUNDRY FACILITIES, COMMUNITY ROOMS, CLUB-HOUSES, HEALTH AND FITNESS FACILITIES, GAME ROOMS, AND PORTIONS OF COMMON USE TENANT STORAGE. ALL ENTRANCES, DOORS, FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. (1127A.1)

3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED ½ INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN LEVEL NOT EXCEEDING ¼ INCH MAY BE VERTICAL. (1131A.1) 4. CHANGES IN LEVEL GREATER THAN ½ INCH SHALL BE MADE BY MEANS OF A SLOPED SURFACE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), OR A RAMP, ELEVATOR OR PLATFORM (WHEELCHAIR) LIFT. (1131A.2) DOORS 5. THE WIDTH AND HEIGHT OF PRIMARY ENTRY DOORS AND ALL REQUIRED EXIT DOORS SHALL COMPLY WITH SECTION 1126A.1. THE REQUIREMENTS OF SECTIONS 1126A.3 SHALL APPLY TO MANEUVERING CLEARANCES AT THE SIDE OF THE DOOR EXPOSED TO COMMON OR PUBLIC USE SPACES (E.G., ENTRY OR EXIT DOORS WHICH OPEN FROM THE COVERED MULTIFAMILY DWELLING UNIT INTO A CORRIDOR, HALLWAY OR LOBBY, OR DIRECTLY TO THE OUTSIDE). (1132A.1) 6. EXCEPT AS ALLOWED BY SECTION 1109A.2, INTERIOR DOORS INTENDED FOR USER PASSAGE AND SECONDARY EXTERIOR DOORS SHALL COMPLY WITH THIS SECTION. THE PROVISIONS OF THIS SECTION SHALL APPLY TO THE DWELLING UNIT SIDE OF DOORS LEADING FROM THE INTERIOR OF THE DWELLING UNIT TO AN UNFINISHED BASEMENT OR AN ATTACHED GARAGE. (1132A.2) 7. DOORS SHALL COMPLY WITH THE FOLLOWING: (1132A.3) A. DOORS SHALL NOT BE LESS THAN 6 FEET 8 INCHES IN HEIGHT. B. SWINGING DOORS SHALL PROVIDE A NET CLEAR OPENING WIDTH OF NOT LESS THAN 32 INCHES, MEASURED WITH THE DOOR OR DOORS POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION. C. SWINGING DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES. D. A NOMINAL 32-INCH CLEAR OPENING PROVIDED BY A STANDARD 6-FOOT WIDE SLIDING PATIO DOOR ASSEMBLY IS ACCEPTABLE. E. A PAIR OF DOORS, MANUAL OR AUTOMATIC, MUST HAVE AT LEAST ONE LEAF WHICH PROVIDES A CLEAR WIDTH OF NOT LESS THAN 32 INCHES, MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. F. THE WIDTH OF ANY COMPONENT IN THE MEANS OF EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIRED BY SECTION 1005. 8. THE FLOOR OR LANDING ON EACH SIDE OF A DOOR SHALL BE LEVEL. PRIMARY ENTRY DOORS, REQUIRED EXIT DOORS, OR SECONDARY EXTERIOR DOORS WITH CHANGES IN HEIGHT BETWEEN THE INTERIOR SURFACE OR FLOOR LEVEL AND THE EXTERIOR SURFACE OR FLOOR LEVEL SHALL COMPLY WITH THE FOLLOWING: (1132A.4) A. EXTERIOR LANDINGS OF IMPERVIOUS CONSTRUCTION (E.G., CONCRETE, BRICK, FLAGSTONE) SERVING PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS ARE LIMITED TO NOT MORE THAN ½ INCH OF CHANGE IN HEIGHT BETWEEN FLOOR SURFACES. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 1131A. B. EXTERIOR LANDINGS OF PERVIOUS CONSTRUCTION (E.G., WOOD DECKING WITH SPACES) SHALL BE THE SAME LEVEL AS THE INTERIOR LANDING, EXCEPT THAT SECONDARY EXTERIOR DOORS MAY HAVE NO MORE THAN ½ INCH OF CHANGE IN HEIGHT BETWEEN FLOOR SURFACES. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 1131A. C. SECONDARY EXTERIOR DOORS ONTO DECKS, PATIOS, OR BALCONY SURFACES CONSTRUCTED OF IMPERVIOUS MATERIALS (E.G., CONCRETE, BRICK, FLAGSTONE) MAY HAVE A MAXIMUM CHANGE IN HEIGHT FROM THE INTERIOR LANDING OF 4 INCHES. CHANGES IN HEIGHT GREATER THAN ½ INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP COMPLYING WITH SECTION 1114A OR BY MEANS OF A PLATFORM CONSTRUCTED TO THE LEVEL OF THE FLOOR AS ILLUSTRATED IN FIGURE 11A-8J. D. SECONDARY EXTERIOR DOORS ONTO DECKS, PATIOS OR BALCONY SURFACES CONSTRUCTED OF IMPERVIOUS MATERIALS (E.G., CONCRETE, BRICK, FLAGSTONE) MAY HAVE A MAXIMUM CHANGE IN HEIGHT FROM THE INTERIOR LANDING OF 1 INCH, PROVIDED A RAMP WITH MAXIMUM SLOPE OF 1:8 IS PERMANENTLY INSTALLED. (SEE FIGURE 11A-8K). E. IN BUILDINGS CONTAINING COVERED MULTIFAMILY DWELLING UNITS, THE FLOOR OR LANDING IMMEDIATELY OUTSIDE THE ENTRY MAY BE SLOPED UP TO ¼ INCH PER FOOT (12 INCHES), IN A DIRECTION AWAY FROM THE PRIMARY ENTRANCE OF THE DWELLING UNIT FOR DRAINAGE. 9. THRESHOLDS AT THE PRIMARY ENTRY AND REQUIRED EXIT DOORS SHALL BE NO HIGHER THAN ½ INCH. THRESHOLDS AT SECONDARY EXTERIOR DOORS, INCLUDING SLIDING DOOR TRACKS, SHALL BE NO HIGHER THAN 3/4 INCH. CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS (E.G. FLOOR MATERIAL CHANGES AT DOOR THRESHOLDS) SHALL NOT EXCEED ½ INCH. THRESHOLDS SHALL COMPLY WITH THE FOLLOWING: (1132A.4.1) A. THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN ¼ INCH MAY BE VERTICAL. B. THRESHOLDS WITH A CHANGE IN HEIGHT BETWEEN ¼ INCH AND 3/4 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). 10. THE FLOOR OR LANDING ON THE DWELLING UNIT SIDE OF THE PRIMARY ENTRY DOOR AND ANY REQUIRED EXIT DOOR SHALL HAVE A MINIMUM LENGTH OF NOT LESS THAN 44 INCHES. SECTION 1126A.3 SHALL APPLY TO MANEUVERING CLEARANCES AT THE SIDE OF THE DOOR EXPOSED TO COMMON OR PUBLIC USE SPACES. (1132A.5.1) 11. MANEUVERING CLEARANCES AT INTERIOR DOORS SHALL PROVIDE A MINIMUM LENGTH ON BOTH SIDES OF THE DOOR OF AT LEAST 42 INCHES MEASURED AT A RIGHT ANGLE TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION, EXCEPT A 39- INCH LENGTH IS ACCEPTABLE AT INTERIOR DOORS WHEN A MINIMUM CLEAR OPENING WIDTH OF 34 INCHES IS PROVIDED. (1132A.5.1) 12. WHILE TWENTY-FOUR INCHES IS PREFERRED FOR STRIKE EDGE CLEARANCE, THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 18 INCHES MINIMUM PAST THE STRIKE EDGE FOR ALL DOORS. THE WIDTH OF THE LEVEL AREA AT THE EXTERIOR SIDE OF THE PRIMARY ENTRY DOOR AND ANY REQUIRED EXIT DOORS SHALL COMPLY WITH SECTION 1126A. (1132A.5.2) 13. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8½ POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THESE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENFORCEMENT AGENCY, NOT TO EXCEED 15 POUNDS. (1132A.6) 14. THE TYPE OF LATCH AND LOCK REQUIRED FOR ALL DOORS SHALL BE IN ACCORDANCE WITH SECTION 1132A.8 AND CHAPTER 10, SECTION 1008. (1132A.7) 15. HAND-ACTIVATED DOOR LATCHING, LOCKING, AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE CONSISTENT WITH SECTION 1132A.6, IN THE DIRECTION OF EGRESS. (1132A.8) 16. THE LEVER OR LEVER OF ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN ½ INCH OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS IN GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD GREATER THAN 10. (1132A.8.1) 17. SWINGING DOOR OR GATE SURFACES WITHIN 10 INCHES 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. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. (1132A.9) SEE EXCEPTIONS. 18. EVERY PRIMARY ENTRANCE TO A COVERED MULTIFAMILY DWELLING UNIT SHALL BE PROVIDED WITH A DOOR BUZZER, BELL, CHIME OR EQUIVALENT. THE ACTIVATING MECHANISM SHALL BE MOUNTED A MAXIMUM OF 48 INCHES ABOVE THE FLOOR AND CONNECTED TO PERMANENT WIRING. (1132A.10) KITCHENS 19. KITCHENS SHALL BE ON AN ACCESSIBLE ROUTE. (1133A.1) SEE FIGURE 11A-10A. 20. CLEAR FLOOR SPACE AT KITCHENS SHALL COMPLY WITH THE FOLLOWING (1133A.2): A. A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES THAT ALLOWS A PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR SHALL BE PROVIDED AT THE RANGE OR COOK-TOP. B. A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES THAT ALLOWS EITHER A PARALLEL OR FORWARD APPROACH SHALL BE PROVIDED AT THE KITCHEN SINK AND ALL OTHER FIXTURES OR APPLIANCES INCLUDING THE OVEN, DISHWASHER, REFRIGERATOR/FREEZER AND TRASH COMPACTOR. C. A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES THAT ALLOWS EITHER A PARALLEL OR A FORWARD APPROACH SHALL BE PROVIDED AT THE WORK SURFACE REQUIRED BY SECTION 1133A.4. D. THE CENTERLINE OF THE 30 INCH BY 48 INCH CLEAR FLOOR SPACE PROVIDED FOR PARALLEL OR FORWARD APPROACH SHALL BE ALIGNED WITH THE CENTERLINE OF THE WORK SPACE, APPLIANCE OR FIXTURE. 21. KITCHENS SHALL HAVE A MINIMUM CLEAR WIDTH MEASURED BETWEEN ANY CABINET, COUNTERTOP, OR THE FACE OF ANY APPLIANCE (EXCLUDING HANDLES AND CONTROLS) THAT PROJECTS INTO THE KITCHEN AND THE OPPOSING CABINET, COUNTERTOP, APPLIANCE, OR WALL AS FOLLOWS: (1133A.2.1) A. U-SHAPED KITCHENS, DESIGNED WITH PARALLEL APPROACH AT A RANGE OR COOKTOP LOCATED AT THE BASE OF THE U, SHALL HAVE A MINIMUM CLEAR WIDTH OF AT LEAST 60 INCHES. SEE FIGURE11A-10A. B. U-SHAPED KITCHENS, DESIGNED WITH A COOKTOP OR SINK LOCATED AT THE BASE OF THE U, WHICH PROVIDES KNEE AND TOE SPACE IN ACCORDANCE WITH SECTION 1133A.7 TO ALLOW FOR A FORWARD APPROACH, SHALL HAVE A CLEAR WIDTH OF AT LEAST 48 INCHES. SEE FIGURE 11A-10A. C. ALL OTHER KITCHEN DESIGNS SHALL PROVIDE A MINIMUM CLEAR WIDTH OF AT LEAST 48 INCHES. SEE FIGURE 11A- 10A. 22. SINKS AND WORK SURFACES REQUIRED BY SECTION 1133A.4 (SEE ITEM 1 AND ITEM 2) SHALL BE PROVIDED WITH KNEE AND TOE SPACE COMPLYING WITH SECTION 1133A.7. BASE CABINETS (INCLUDING TOEBOARD AND SHELVING) DIRECTLY UNDER KITCHEN SINKS AND WORK SURFACES SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED TOOLS OR SPECIALIZED KNOWLEDGE IN ORDER TO PROVIDE KNEE AND TOE SPACE. THE FINISH FLOOR BENEATH KITCHEN SINKS AND WORK SURFACES SHALL BE EXTENDED TO THE WALL. (1133A.3) 23. KITCHEN COUNTERTOPS SHALL BE PROVIDED WITH THE FOLLOWING: (1133A.4) A. A MINIMUM LINEAR LENGTH OF 30 INCHES OF COUNTERTOP SHALL BE PROVIDED FOR THE KITCHEN SINK INSTALLATION. B. A MINIMUM LINEAR LENGTH OF 30 INCHES OF COUNTERTOP SHALL BE PROVIDED FOR A WORK SURFACE. C. SINKS AND WORK SURFACES MAY BE A SINGLE INTEGRAL UNIT A MINIMUM OF 60 INCHES IN LENGTH, OR BE SEPARATE COMPONENTS. EXCEPTION: TWO 15-INCH WIDE MINIMUM BREADBOARDS MAY BE PROVIDED IN LIEU OF THE REQUIRED 30 INCHES OF COUNTERTOP WORK SURFACE. 24. REPOSITIONABLE COUNTERTOPS SHALL BE PROVIDED IN A MINIMUM OF FIVE PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS. REPOSITIONABLE COUNTERTOPS SHALL COMPLY WITH THE FOLLOWING: (1133A.4.1) A. SINKS AND WORK SURFACES REQUIRED BY SECTION 1133A.4 SHALL BE DESIGNED TO ENABLE REPOSITIONING TO A MINIMUM HEIGHT OF 28 INCHES. B. BASE CABINETS DIRECTLY UNDER SINKS AND WORK SURFACES SHALL BE REMOVABLE AS REQUIRED IN SECTION 1133A.3. C. THE SIDES OF ADJACENT CABINETS AND THE BACK WALL, WHICH MAY BECOME EXPOSED TO MOISTURE OR FOOD HANDLING WHEN A COUNTERTOP IS LOWERED, SHALL BE CONSTRUCTED OF DURABLE, NONABSORBENT MATERIALS APPROPRIATE FOR SUCH USES. D. FINISHED FLOORING SHALL BE EXTENDED TO THE WALL BENEATH THE SINK AND WORK SURFACE. EXCEPTIONS: I. STONE, CULTURED STONE AND TILED COUNTERTOPS MAY BE USED WITHOUT MEETING THE REPOSITIONING REQUIREMENTS. II. II. TWO 15-INCH WIDE MINIMUM BREADBOARDS MAY BE PROVIDED IN LIEU OF THE REQUIRED 30 INCHES OF COUNTERTOP WORK SURFACE, AND USED WITHOUT MEETING THE REPOSITIONING REQUIREMENTS. 25. LOWER SHELVING AND/OR DRAWER SPACE SHALL BE PROVIDED IN THE KITCHEN AT A HEIGHT OF NO MORE THAN 48 INCHES ABOVE THE FLOOR. (1133A.5) 26. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND FORCE. LEVEROPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. (1133A.6) 27. KNEE AND TOE SPACE, WHEN REQUIRED BY SECTION 1133A, SHALL COMPLY WITH SECTION 1138A.2 AND THE FOLLOWING: (1133A.7) A. THE KNEE AND TOE SPACE SHALL BE CLEAR AND UNOBSTRUCTED, OR REMOVABLE BASE CABINETS IN COMPLIANCE WITH SECTION 1133A.3 SHALL BE PROVIDED. B. THE KNEE AND TOE SPACE SHALL BE 30 INCHES WIDE MINIMUM, CENTERED ON THE SINK, COUNTERTOP OR APPLIANCE. C. A CLEAR FLOOR SPACE SHALL NOT EXTEND INTO THE KNEE AND TOE SPACE MORE THAN 19 INCHES. 28. WATER SUPPLY AND DRAIN PIPES UNDER KITCHEN SINKS SHALL BE INSULATED OR OTHERWISE COVERED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER KITCHEN SINKS. (1133A.7.1) 29. KITCHEN COUNTERTOPS IN DWELLING UNITS SHALL BE PERMITTED TO BE 36 INCHES MAXIMUM ABOVE THE FINISHED FLOOR (1138A.3.2.2 EXCEPTION). BATHING AND TOILET FACILITIES 30. ALL BATHROOMS, BATHING AND TOILET FACILITIES WITHIN COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH SECTION 1134A.1. 31. THE NUMBER OF COMPLIANT BATHROOMS SHALL BE DESIGNED TO COMPLY WITH ONE OF THE TWO ALLOWABLE OPTIONS PER SECTION 1134A.2. OPTION 1 REQUIRES ALL BATHROOMS WITHIN THE DWELLING UNIT TO BE DESIGNED TO MINIMUM REQUIREMENTS. OPTION 2 REQUIRES ONE BATHROOM WITHIN THE DWELLING UNIT TO COMPLY WITH THE FOLLOWING: A. TOILET, BATHING AND SHOWER FACILITIES SHALL COMPLY WITH SECTION 1134A.4. B. BATHTUBS SHALL COMPLY WITH SECTION 1134A.5. C. SHOWERS SHALL COMPLY WITH SECTION 1134A.6. D. WATER CLOSETS SHALL COMPLY WITH SECTION 1134A.7. E. LAVATORIES, VANITIES, MIRRORS AND TOWEL FIXTURES SHALL COMPLY WITH 1134A.8. F. WHERE BOTH A TUB AND SHOWER ARE PROVIDED IN THE BATHROOM, AT LEAST ONE SHALL BE MADE ACCESSIBLE. ADDITIONAL REQUIREMENTS APPLY TO DWELLING UNITS CONTAINING TWO OR MORE BATHROOMS WHEN A BATHTUB IS PROVIDED AS THE ACCESSIBLE BATHING FIXTURE. G. WHERE TWO OR MORE BATHROOMS ARE PROVIDED WITHIN THE SAME DWELLING UNIT AND A BATHTUB IS INSTALLED TO COMPLY WITH OPTION 2, ITEM 6 IN ONE BATHROOM AND A SHOWER STALL IS PROVIDED IN A SUBSEQUENT BATHROOM, BOTH THE BATHTUB SELECTED TO COMPLY WITH OPTION 2, ITEM 6 AND AT LEAST ONE SHOWER STALL WITHIN THE DWELLING UNIT SHALL MEET ALL THE APPLICABLE ACCESSIBILITY REQUIREMENTS PROVIDED IN SECTION 1134A. (SEE SECTION 1134A.5 FOR BATHTUBS, OR SECTION 1134A.6 FOR SHOWERS.) H. WHEN TWO OR MORE LAVATORIES ARE PROVIDED, AT LEAST ONE SHALL BE MADE ACCESSIBLE AND COMPLY WITH SECTION 1134A.8. I. BATHROOMS SHALL BE PROVIDED WITH AN ACCESSIBLE ROUTE INTO AND THROUGH THE BATHROOM. J. IF A DOOR IS PROVIDED, IT SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1132A.5. K. A MINIMUM 18 INCH CLEAR MANEUVERING SPACE SHALL BE PROVIDED ON THE SWING SIDE OF THE DOOR AT THE STRIKE EDGE OF THE DOOR. L. SWITCHES, OUTLETS, AND CONTROLS SHALL COMPLY WITH SECTION 1142A. M. REINFORCED WALLS TO ALLOW FOR THE FUTURE INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB, AND SHOWER SHALL COMPLY WITH SECTIONS 1134A.5 FOR BATHTUBS, 1134A.6 FOR SHOWERS AND 1134A.7 FOR WATER CLOSETS. GRAB BARS SHALL COMPLY WITH SECTION 1127A.4. NOTE: WHEN OPTION 2 IS USED, ALL ADDITIONAL BATHROOMS MUST COMPLY WITH ITEMS H) THROUGH L) ABOVE. 32. ALL POWDER ROOMS SHALL BE DESIGNED TO COMPLY WITH SECTION 1134A.2, OPTION 2, ITEMS H) THROUGH L). WHEN THE POWDER ROOM IS THE ONLY TOILET FACILITY LOCATED ON AN ACCESSIBLE LEVEL, IT SHALL COMPLY WITH THE OPTION 2 ITEMS LISTED ABOVE, PLUS ALL ADDITIONAL REQUIREMENTS LOCATED IN SECTIONS 1134A.4, 1134A.7 AND 1134A.8. (1134A.3) BATHING AND TOILET FACILITIES REQUIRED TO BE ADAPTABLE SHALL PROVIDE SUFFICIENT MANEUVERING SPACE FOR A PERSON USING A WHEELCHAIR OR

No

77. OPEN RISERS ARE NOT PERMITTED ON EXTERIOR STAIRWAYS. (1115A.2) EXCEPTIONS: A. AN OPENING OF NOT MORE THAN ½ INCH MAY BE PERMITTED BETWEEN THE BASE OF THE RISER AND THE TREAD. B. RISERS CONSTRUCTED OF GRATING CONTAINING OPENINGS OF NOT MORE THAN ½ INCH MAY BE PERMITTED. 78. EXCEPT WITHIN AN INDIVIDUAL DWELLING UNIT, OPEN RISERS ARE NOT PERMITTED ON INTERIOR STAIRWAYS. (1123A.2) HAZARDS ON ACCESSIBLE ROUTES 79. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN VERTICAL DIMENSION, SUCH AS CHANGES IN LEVEL AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY CURBS OTHER APPROVED BARRIERS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP-OFF. (1116A.1) SEE EXCEPTIONS. 80. WALKS, PEDESTRIAN WAYS, AND OTHER CIRCULATION SPACES WHICH ARE PART OF THE REQUIRED EGRESS SYSTEM SHALL HAVE A MINIMUM CLEAR HEADROOM AS REQUIRED IN SECTION 1003.2. OTHER WALKS, PEDESTRIAN WAYS, AND CIRCULATION SPACES SHALL HAVE A MINIMUM CLEAR HEADROOM OF 80 INCHES. IF THE VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 INCHES, A GUARDRAIL OR OTHER BARRIER HAVING ITS LEADING EDGE AT OR BELOW 27 INCHES ABOVE THE FINISHED FLOOR SHALL BE PROVIDED. SEE FIGURE 11A-1B. (1116A.2) SEE EXCEPTION. 81. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. (1116A.3) 82. WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION (SEE SECTION 1116A.2 FOR REQUIRED HEADROOM CLEARANCE). (1116A.3) 83. FOR SIGNS MOUNTED ON POSTS OR PYLONS PROTRUDING FROM THE POST OR PYLONS WITH THE BOTTOM EDGE OF THE SIGN LESS THAN 80 INCHES ABOVE THE FINISHED FLOOR OR GROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 0.125 INCHES (SEE SECTION 1116A.2 FOR REQUIRED HEADROOM CLEARANCE). (1116A.4) 84. WHEN A WALK CROSSES OR ADJOINS A VEHICULAR WAY, THE WALKING SURFACE SHALL BE SEPARATED FROM THE VEHICULAR AREA BY CURBS, RAILINGS, OR OTHER ELEMENTS, OR THE BOUNDARY BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING 36 INCHES WIDE MINIMUM, COMPLYING WITH CHAPTER 11B, SECTION 11B-705. (1116A.5)

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DIVISION II - EXTERIOR FACILITIES SITE DEVELOPMENT AND ROUTE OF TRAVEL NOTE: ACCESSIBLE ROUTE OF TRAVEL IS DEFINED AS “A CONTINUOUS AND UNOBSTRUCTED PATH CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES IN AN ACCESSIBLE BUILDING OR FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A SEVERE DISABILITY USING A WHEELCHAIR AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES.” NOTE: EXCEPT WITHIN INDIVIDUAL DWELLING UNITS, AN ACCESSIBLE ROUTE OF TRAVEL SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR OTHER SPACES USED FOR SIMILAR SPACES. (1119A.1) 1. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS AND ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC… 2. WHEN A BUILDING OR PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES, AND BETWEEN THE BUILDING AND THE PUBLIC WAY. (1110A.1) 3. THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE AND TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND BUILDING RESIDENTS. (1110A.1) 4. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS, TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. (1110A.1.1) 5. WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON A SITE, ACCESSIBLE ROUTES OF TRAVEL SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES. (1110A.1.2) 6. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT TO THE FOLLOWING: (1110A.1.2 & 1110A.1.3) A. ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. B. ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS AND WITH ALL ACCESSIBLE DWELLING UNITS WITHIN THE BUILDING OR FACILITY. 7. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE OF EACH COVERED MULTIFAMILY DWELLING UNIT WITH THOSE EXTERIOR AND INTERIOR SPACES AND FACILITIES THAT SERVE THE ACCESSIBLE DWELLING UNIT. (1110A.1.4) 8. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION WHERE THE ACCESSIBLE ROUTE DIVERGES FROM THE CIRCULATION PATH ALONG OR LEADING TO AN ACCESSIBLE ROUTE, ENTRANCE OR FACILITY, THERE SHALL BE A SIGN DISPLAYING THE “INTERNATIONAL SYMBOL OF ACCESSIBILITY.” SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES. (1110A.2) 9. ALL COVERED GROUND FLOOR UNITS IN NON-ELEVATOR BUILDINGS MUST BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. (1104A.1) 10. GARAGES, CARPORTS AND OTHER PARKING FACILITIES, WHICH ARE ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE AS REQUIRED BY 1109A. (1105A.1) 11. TEMPORARY RESTRICTIONS: DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. (1102A.6) ACCESSIBLE PARKING 12. EACH PARKING FACILITY PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND FACILITIES (E.G., SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS AND LAUNDRY ROOMS) THAT SERVE COVERED MULTIFAMILY DWELLINGS SHALL PROVIDE ACCESSIBLE PARKING. (1109A.1) NOTE: PARKING FACILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING (1109A.2): 1. GARAGES 2. PRIVATE GARAGES (SEE SECTION 1105A FOR THE APPLICATION OF BUILDING STANDARDS FOR ACCESSIBILITY) 3. CARPORTS 4. OFF-STREET PARKING (PARKING LOTS/SPACES) 13. PRIVATE GARAGES ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS SHALL BE ACCESSIBLE. PRIVATE GARAGES INCLUDE INDIVIDUAL GARAGES AND MULTIPLE INDIVIDUAL GARAGES GROUPED TOGETHER. (1109A.2.1) 14. FOR EACH ATTACHED PRIVATE GARAGE DIRECTLY SERVING A SINGLE COVERED MULTIFAMILY DWELLING UNIT, DETAIL COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING OPTIONS: (1109A.2.1) A. A DOOR LEADING DIRECTLY FROM THE COVERED DWELLING UNIT, WHICH IMMEDIATELY ENTERS THE GARAGE. THE DOOR SHALL COMPLY ON BOTH SIDES WITH SECTIONS 1132A.3 THROUGH 1132A.9. B. AN ACCESSIBLE ROUTE OF TRAVEL FROM THE COVERED DWELLING UNIT TO AN EXTERIOR DOOR ENTERING THE GARAGE. SEE SECTION 1132A.1 FOR REQUIREMENTS AT BOTH EXIT DOORS. C. AN ACCESSIBLE ROUTE OF TRAVEL FROM THE DWELLING UNIT'S PRIMARY ENTRY DOOR TO THE VEHICULAR ENTRANCE AT THE GARAGE. SEE SECTION 1132A.1 FOR REQUIREMENTS AT THE PRIMARY ENTRY DOOR. 15. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED AT A MINIMUM RATE OF 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. (1109A.3) 16. WHEN ASSIGNED PARKING SPACES ARE PROVIDED FOR A RESIDENT OR A GROUP OF RESIDENTS, AT LEAST 2 PERCENT OF THE ASSIGNED PARKING SPACES SERVING COVERED MULTIFAMILY DWELLING UNITS SHALL BE ACCESSIBLE IN EACH TYPE OF PARKING FACILITY. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE AS REQUIRED BY SECTION 1109A.8.8 SHALL NOT BE REQUIRED. (1109A.4) 17. WHEN PARKING IS PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND IS NOT ASSIGNED TO A RESIDENT OR A GROUP OF RESIDENTS, AT LEAST 5 PERCENT OF THE PARKING SPACES SHALL BE ACCESSIBLE AND PROVIDE ACCESS TO GRADE-LEVEL ENTRANCES OF COVERED MULTIFAMILY DWELLINGS AND FACILITIES (E.G., SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS AND LAUNDRY ROOMS) THAT SERVE COVERED MULTIFAMILY DWELLINGS. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED WITH SIGNAGE AS REQUIRED BY SECTION 1109A.8.8. SUCH SIGNAGE SHALL NOT BE BLOCKED FROM VIEW BY A VEHICLE PARKED IN THE SPACE. (1109A.5) 18. WHEN ASSIGNED PARKING IS PROVIDED, DESIGNATED ACCESSIBLE PARKING FOR THE DWELLING UNIT SHALL BE PROVIDED ON REQUEST OF RESIDENTS WITH DISABILITIES ON THE SAME TERMS AND WITH THE FULL RANGE OF CHOICES (E.G., OFF-STREET PARKING, CARPORT OR GARAGE) THAT ARE AVAILABLE FOR OTHER RESIDENTS. (1109A.6) 19. THE LOCATION OF ACCESSIBLE PARKING SPACES SHALL COMPLY WITH THE FOLLOWING: (1109A.7) A. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE BUILDING, OR COVERED MULTIFAMILY DWELLING UNIT ENTRANCE. ALL VAN ACCESSIBLE SPACES MAY BE GROUPED ON ONE LEVEL OF A MULTILEVEL PARKING FACILITY. B. WHEN PARKING FACILITIES ARE LOCATED ADJACENT TO A BUILDING WITH MULTIPLE ACCESSIBLE ENTRANCES, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE BUILDING ENTRANCES. C. WHEN PRACTICAL, THE ACCESSIBLE ROUTE SHALL NOT CROSS LANES FOR VEHICULAR TRAFFIC. WHEN CROSSING VEHICLE TRAFFIC LANES IS NECESSARY, THE ACCESSIBLE ROUTE SHALL BE DESIGNATED AND MARKED AS A CROSSWALK. D. PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING SHALL HAVE ACCESSIBLE PARKING SPACES LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. E. ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO THAT PERSONS WITH PHYSICAL DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. 20. ALL ENTRANCES, EXITS AND VEHICULAR PASSAGEWAYS TO AND FROM REQUIRED ACCESSIBLE PARKING SPACES WITHIN PARKING FACILITIES, SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES FROM THE FLOOR TO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH SECTION 1143A FOR CHARACTER HEIGHT SHALL BE INSTALLED AT TRANSITIONS FROM THE 8 FEET 2 INCH CEILING TO LOWER CEILING HEIGHTS IN VEHICULAR PASSAGEWAYS IN THE SAME PARKING LEVEL. (1109A.8.1) 21. PARKING SPACES SHALL BE ARRANGED TO COMPLY WITH THE FOLLOWING (1109A.8.2): A. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. B. RAMPS, INCLUDING CURB RAMPS, SHALL NOT ENCROACH INTO ANY ACCESSIBLE PARKING SPACE OR THE ADJACENT LOADING AND UNLOADING ACCESS AISLE. 22. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED ¼ INCH PER FOOT (2.083% GRADIENT) IN ANY DIRECTION. (1109A.8.3) 23. WHERE ACCESSIBLE SINGLE SPACES ARE PROVIDED, THEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING (1109A.8.5): A. SINGLE SPACES SHALL BE 14 FEET WIDE MINIMUM, AND SHALL PROVIDE A 9-FOOT WIDE PARKING AREA AND A 5-FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. ACCESS AISLES SHALL BE PERMITTED TO BE LOCATED ON EITHER SIDE OF THE VEHICLE, AND SHALL EXTEND THE FULL REQUIRE LENGTH OF THE PARKING SPACES THEY SERVE. B. WHEN MORE THAN ONE SPACE IS PROVIDED, TWO 9- FOOT WIDE PARKING SPACES MAY BE LINED ON EACH SIDE OF A 5-FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. C. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18 FEET. D. THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED BLUE. WITHIN THE BLUE BORDER, HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER SHALL BE PAINTED A COLOR CONTRASTING WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS “NO PARKING” SHALL BE PAINTED ON THE GROUND WITHIN EACH 5-FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED SO THAT IT IS VISIBLE FROM THE ADJACENT VEHICULAR WAY. SEE FIGURES 11A-2A, 11A-2B AND 11A-2C. 24. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING (1109A.8.6): A. EACH VAN-ACCESSIBLE PARKING SPACE SHALL BE 17 FEET WIDE MINIMUM, AND SHALL PROVIDE EITHER OF THE FOLLOWING: I. A 12-FOOT WIDE MINIMUM PARKING AREA AND A 5-FOOT WIDE MINIMUM LOADING AND UNLOADING ACCESS AISLE. II. A 9-FOOT WIDE MINIMUM PARKING AND AN 8-FOOT WIDE MINIMUM LOADING AND UNLOADING ACCESS AISLE. B. VAN-ACCESSIBLE PARKING SPACE ACCESS AISLES SHALL BE LOCATED ON THE PASSENGER SIDE OF THE VEHICLE WITH THE VEHICLE PARKED IN THE FORWARD POSITION, AND SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACE THEY SERVE. C. THE MINIMUM LENGTH OF EACH SPACE SHALL BE 18 FEET. D. EACH SPACE SHALL BE DESIGNATED “VAN ACCESSIBLE” AS REQUIRED BY 1109A.8.8. E. ALL VAN ACCESSIBLE SPACES MAY BE GROUPED ON ONE LEVEL OF A MULTILEVEL PARKING FACILITY. F. THE LOADING AND UNLOADING ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED BLUE. WITHIN THE BLUE BORDER, HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER SHALL BE PAINTED A COLOR CONTRASTING WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS “NO PARKING” SHALL BE PAINTED ON THE GROUND WITHIN EACH LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED SO THAT IT IS VISIBLE FROM THE ADJACENT VEHICULAR WAY. NOTE: SEE FIGURES 11A-2A, 11A-2B AND 11A-2C. 25. PARKING SPACES ADJACENT TO ACCESSIBLE PARKING SPACES SHALL NOT BE CONSIDERED AS LOADING AND UNLOADING ACCESS AISLES. (1109A.8.7) 26. AT EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES, SHOW AND DETAIL REQUIRED REFLECTIVE SIGN CONSISTING OF THE “INTERNATIONAL SYMBOL OF ACCESSIBILITY” COMPLYING WITH SECTION 1143A.8. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA, AND SHALL BE POSTED 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED TO THE BOTTOM OF THE SIGN. SIGNS LOCATED ON ACCESSIBLE ROUTES SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SURFACE OF THE ACCESSIBLE ROUTE, MEASURED TO THE BOTTOM OF THE SIGN. (1109A.8.8.1) 27. SIGNS IDENTIFYING ACCESSIBLE PARKING SPACES SHALL BE VISIBLE FROM EACH PARKING SPACE THEY SERVE, AND SHALL BE PERMANENTLY POSTED IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. TY. (1109A.8.8.1) 28. VAN ACCESSIBLE SPACES SHALL COMPLY WITH SECTION 1109A.8.6 AND SHALL HAVE AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE STATING “VAN ACCESSIBLE” BELOW THE SYMBOL OF ACCESSIBILITY. 29. SHOW AND DETAIL THE REQUIRED ADDITIONAL SIGN TO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, AND SHALL CLEARLY AND CONSPICUOUSLY STATE THE FOLLOWING: “UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ___________ OR BY TELEPHONING__________.” BLANK SPACES ARE TO BE FILLED IN WITH

APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. 30. PROVIDE ACCESSIBLE PARKING STALL DETAILS. EACH ACCESSIBLE PARKING SPACE SHALL HAVE A SURFACE IDENTIFICATION COMPLYING WITH EITHER OF THE FOLLOWING (1109A.8.8): A. THE PARKING SPACE SHALL BE OUTLINED OR PAINTED BLUE, AND SHALL BE MARKED WITH THE “INTERNATIONAL SYMBOL OF ACCESSIBILITY” IN WHITE OR A SUITABLE CONTRASTING COLOR. THE “INTERNATIONAL SYMBOL OF ACCESSIBILITY” SHALL BE 36 INCHES WIDE BY 36 INCHES HIGH MINIMUM, WITH THE CENTERLINE 6 INCHES MAXIMUM FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE, AND ITS LOWER SIDE ALIGNED WITH THE END OF THE PARKING SPACE. B. THE PARKING SPACE SHALL BE MARKED WITH THE “INTERNATIONAL SYMBOL OF ACCESSIBILITY”, IN WHITE ON A BLUE BACKGROUND, 36 INCHES WIDE BY 36 INCHES HIGH MINIMUM IN SIZE. THE CENTERLINE OF THE “INTERNATIONAL SYMBOL OF ACCESSIBILITY” SHALL BE 6 INCHES MAXIMUM FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES SHALL BE PARALLEL TO THE LENGTH OF THE PARKING SPACE, AND ITS LOWER SIDE SHALL BE ALIGNED WITH THE END OF THE PARKING SPACE LENGTH. NOTE: SEE FIGURES 11A-2A, 11A-2B, AND 11A-2C. WALKS AND SIDEWALKS 31. SHOW AND DEFINE ACCESSIBLE PATH OF TRAVEL, INCLUDING MINIMUM WIDTH, SLOPE, CROSS-SLOPE, ETC… 32. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING ½ INCH. (1113A.1) 33. WALKING SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT, AND SHALL COMPLY WITH SECTION 1110A.3. 34. WALKS AND SIDEWALKS SERVING AN INDIVIDUAL DWELLING UNIT IN A COVERED MULTIFAMILY BUILDING SHALL BE 36 INCHES MINIMUM IN CLEAR WIDTH. ALL OTHER WALKS AND SIDEWALKS SHALL BE 48 INCHES MINIMUM IN CLEAR WIDTH. (1113A.1.1) 35. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1 UNIT VERTICAL IN 48 UNITS HORIZONTAL (2.083- PERCENT SLOPE). (1113A.1.2) 36. ALL WALKS ON AN ACCESSIBLE ROUTE WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 60 INCHES IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. (1113A.2) 37. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS ON AN ACCESSIBLE ROUTE SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO ½ INCH IN THE DIRECTION OF TRAFFIC. (1113A.5) 38. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 UNIT VERTICAL TO 20 UNITS HORIZONTAL (5- PERCENT SLOPE), IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1114A AS A PEDESTRIAN RAMP. (1113A.3) 39. PROVIDE AND REFERENCE RAMP DETAILS, INCLUDING SLOPE, LANDINGS, HANDRAILS, EXTENSIONS, ETC… 40. WALKS ON AN ACCESSIBLE ROUTE SHALL BE PROVIDED WITH A LEVEL AREA AT EACH SIDE OF A DOOR OR GATE. LEVEL AREAS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS FOR MANEUVERING CLEARANCES IN SECTION 1126A.3. (1113A.4) 41. HANDRAILS PROVIDED ALONG WALKING SURFACES WITH RUNNING SLOPES NOT STEEPER THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE) SHALL COMPLY WITH SECTION 1114A.6. (1113A.6) CURB RAMPS NOTE: CURB RAMP IS DEFINED AS A SLOPING PEDESTRIAN WAY, INTENDED FOR PEDESTRIAN TRAFFIC WHICH PROVIDES ACCESS BETWEEN A WALK OR SIDEWALK AND A SURFACE LOCATED ABOVE OR BELOW AN ADJACENT CURB FACE. (1107A) NOTE: CURB RAMPS WITHIN THE BOUNDARY OF THE SITE SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. THE PREFERRED AND RECOMMENDED LOCATION FOR CURB RAMPS IS IN THE CENTER OF THE CROSSWALK OF EACH STREET CORNER. WHERE IT IS NECESSARY TO LOCATE A CURB RAMP IN THE CENTER OF THE CURB RETURN, THE STREET SURFACES SHALL BE MARKED TO IDENTIFY PEDESTRIAN CROSSWALKS, AND THE LOWER END OF THE CURB RAMP SHALL TERMINATE WITHIN SUCH CROSSWALK AREAS. CURB RAMPS DO NOT REQUIRE HANDRAILS. (1112A.1) 42. PROVIDE AND REFERENCE CURB RAMP DETAILS. 43. CURB RAMPS SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. (1112A.3) 44. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). (1112.5) 45. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. (1112A.5) 46. CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP. DETAIL THE REQUIRED FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). CURB RAMPS WITH RETURNED CURBS CAN BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. (1112A.5) 47. DIMENSION A LEVEL LANDING, 48 INCHES DEEP, AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). (1112A.6) 48. INDICATE ON THE PLAN, THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM, AND SLIPRESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. (1112A.7) 49. CURB RAMPS SHALL BE LOCATED TO PREVENT THEIR OBSTRUCTION BY PARKED CARS. BUILT-UP CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR THE ADJACENT LOADING AND UNLOADING ACCESS AISLES. (1112A.2) 50. ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 3/4 INCH ON CENTER. ALL CURB RAMPS CONSTRUCTED BETWEEN THE FACE OF THE CURB AND THE STREET SHALL HAVE A GROOVED BORDER AT THE LEVEL SURFACE OF THE SIDEWALK. SEE FIGURES 11A3A THROUGH 11A-3K. (1112A.8) 51. SHOW AND DETAIL REQUIRED DETECTABLE WARNINGS, PER CHAPTER 11B. (1112A.9) RAMPS (EXTERIOR OR INTERIOR) NOTE: ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE). 52. SPECIFY THE CLEAR WIDTH AT EACH RAMP. THE CLEAR WIDTH MUST MEET THE REQUIREMENTS IN CHAPTER 10 OF THIS CODE AND SHALL NOT BE LESS THAN 48 INCHES, EXCEPT AT RAMPS SERVING ACCESSIBLE ENTRANCES TO COVERED MULTIFAMILY DWELLINGS WITH AN OCCUPANT LOAD OF 10 OR LESS, WHICH MAY BE 36 INCHES MINIMUM BETWEEN HANDRAILS. NOTE: SEE SECTION 1114A.6.2.4 AND 1122A.5.2.4 FOR HANDRAIL PROJECTIONS. (1114A.1, 1122A.1) 53. THE MAXIMUM SLOPE OF RAMPS ON AN ACCESSIBLE ROUTE SHALL BE NO GREATER THAN 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). (1114A.2, 1122A.2) SEE EXCEPTION. 54. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1 UNIT VERTICAL IN 48 UNITS HORIZONTAL (2.083- PERCENT SLOPE). (1114A.2.1, 1122A.2.1) 55. SHOW AND DIMENSION LEVEL RAMP LANDINGS, COMPLYING WITH THE FOLLOWING: (1114A.4, 1122A.3) A. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30 INCHES OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION. (1114A.4.1, 1122A.3.1) B. TOP LANDINGS SHALL NOT BE LESS THAN 60 INCHES WIDE. TOP LANDINGS SHALL HAVE A MINIMUM LENGTH OF NOT LESS THAN 60 INCHES IN THE DIRECTION OF THE RAMP RUN. SEE SECTION 1126A.3 FOR MANEUVERING CLEARANCES AT DOORS. (1114A.4.2, 1122A.3.2) C. THE MINIMUM WIDTH OF BOTTOM AND INTERMEDIATE LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF THE RAMP. (1114A.4.3, 1122A.3.3) D. INTERMEDIATE LANDINGS SHALL HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 60 INCHES. E. BOTTOM LANDINGS SHALL HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72 INCHES. F. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE LANDING TO LESS THAN 42 INCHES AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3 INCHES WHEN FULLY OPEN. SEE FIGURE 11A-6D. (1114A.4.4, 1122A.3.4) G. THE WIDTH OF THE LANDING SHALL COMPLY WITH SECTION 1126A.3 FOR STRIKE EDGE EXTENSION AND MANEUVERING SPACE AT DOORS. (1114A.4.5, 1122A.3.5) H. INTERMEDIATE LANDINGS AT A CHANGE OF DIRECTION SHALL BE SIZED TO PROVIDE 60 INCHES TURNING SPACE COMPLYING WITH SECTION 1138A.1.3. INTERMEDIATE LANDINGS AT A CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES SHALL HAVE A LENGTH IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72 INCHES. (SEE FIGURES 11A-6C AND 11A6D). (1114A.4.6, 1122A.3.6) 56. RAMPS MORE THAN 30 INCHES ABOVE THE ADJACENT FLOOR OR GROUND AND OPEN ON ONE OR BOTH SIDES SHALL BE PROVIDED WITH GUARDRAILS AS REQUIRED BY SECTION 1013. GUARDRAILS SHALL BE CONTINUOUS FROM THE TOP OF THE RAMP TO THE BOTTOM OF THE RAMP. (1114A.5, 1122A.4) 57. DETAIL RAMP HANDRAILS, COMPLYING WITH THE FOLLOWING: (1114A.6, 1122A.5) A. HANDRAILS SHALL BE PROVIDED AT EACH SIDE OF RAMPS WHEN THE SLOPE EXCEEDS 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE). (1114A.6.1, 1122A.5.1) SEE EXCEPTIONS. B. THE TOP OF HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE. (1114A.6.2.1, 1122A.5.2.2) C. HANDRAILS ON ALL RAMPS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG RAMPS SHALL BE CONTINUOUS BETWEEN RAMP RUNS. (1114A.6.2.2, 1122A.5.2.2) D. HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES HORIZONTALLY ABOVE LANDINGS, BEYOND THE TOP AND BOTTOM OF THE RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. HANDRAIL EXTENSIONS SHALL BE IN THE SAME DIRECTION AS THE RAMP RUNS. (SEE FIGURE 11A-5A) (1114A.6.2.3, 1122A.5.2.3) E. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1½ INCHES MINIMUM BETWEEN THE WALL AND THE HANDRAIL. (1114A.6.2.4, 1122A.5.2.4) F. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES DEEP AND EXTENDS AT LEAST 18 INCHES ABOVE THE TOP OF THE RAIL. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. SEE FIGURE 11A-6B. (1114A.6.2.4, 1122A.5.2.4) G. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. (1114A.6.2.7, 1122A.5.2.7) H. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH, AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHEN PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1½ INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH FOR EACH ½ INCH OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4 INCHES. (1114A.6.2.5, 1122A.5.2.5) I. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. (1114A.6.2.5, 1122A.5.2.5) J. HANDRAIL GRIPING SURFACES SHALL COMPLY WITH THE FOLLOWING, OR THE SHAPE SHALL PROVIDE EQUIVALENT GRIPPING SURFACE: (1114A.6.2.6, 1122A.5.2.6) I. THE HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL NOT BE LESS THAN 1¼ INCHES NOR MORE THAN 2 INCHES IN CROSSSECTIONAL DIMENSION. II. HANDRAIL GRIPPING SURFACES WITH A NONCIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6¼ INCHES MAXIMUM, AND A CROSSSECTION DIMENSION OF 2¼. 58. RAMPS AND RAMP LANDINGS SHALL BE PROVIDED WITH A CONTINUOUS AND UNINTERRUPTED BARRIER ON EACH SIDE ALONG THE ENTIRE LENGTH IN COMPLIANCE WITH SECTIONS 1010.10 AND 1010.10.1. (SEE FIGURE 11A-5A) (1114A.7, 1122A.6) 59. OUTDOOR RAMPS, RAMP LANDINGS, AND THEIR APPROACHES SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON THE WALKING SURFACE. (1114A.3) STAIRWAYS (INTERIOR AND EXTERIOR) NOTE: INTERIOR AND EXTERIOR STAIRWAYS ALONG ACCESSIBLE ROUTE ARE REQUIRED TO BE ACCESSIBLE. (1123A.1, 1115A.1) 60. WITHIN THE INDIVIDUAL DWELLING UNIT(S), SHOW THE REQUIRED STAIRWAY HANDRAIL(S). MINIMUM ONE HANDRAIL IS REQUIRED AND STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS ON THE OPEN SIDE OR SIDES. (1123A.6.1, 1115A.6.1) 61. FOR EACH STAIRWAY OUTSIDE OF THE INDIVIDUAL DWELLING UNITS, SHOW THE REQUIRED HANDRAILS AT BOTH SIDES OF THE STAIR. (1123A.6.1, 1115A.6.1) 62. INTERMEDIATE HANDRAILS SHALL BE LOCATED EQUIDISTANT FROM THE SIDES OF THE STAIRWAY AND COMPLY WITH SECTION 1012.9. (1123A.6.1, 1115A.6.1) 63. THE TOP OF HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE NOSING OF THE TREADS. (1123A.6.2.1, 1115A.6.2.1) 64. HANDRAILS ON ALL STAIRWAYS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS SHALL BE CONTINUOUS BETWEEN STAIR FLIGHTS. (1123A.6.2.2, 1115A.6.2.2) 65. AT THE TOP OF STAIR FLIGHTS, HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES HORIZONTALLY ABOVE LANDINGS, BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. (1123A.6.2.3,1115A.6.2.3) 66. AT THE BOTTOM OF STAIR FLIGHTS, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. SUCH EXTENSION SHALL CONTINUE WITH 12 INCHES MINIMUM HORIZONTAL EXTENSION, SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT, OR SHALL RETURN TO TA WALL, GUARD, OR THE WALKING SURFACE. HANDRAIL HORIZONTAL EXTENSIONS SHALL BE IN THE SAME DIRECTION AS THE STAIR FLIGHTS. (SEE FIGURES 11A-6A AND 11A-6E) (1123A.6.2.3, 1115A.6.2.3) 67. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1½ INCHES MINIMUM BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES DEEP AND EXTENDS AT LEAST 18 INCHES ABOVE THE TOP OF THE RAIL. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. SEE FIGURE 11A-6B. (1123A.6.2.4,1115A.6.2.4) 68. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHEN PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1½ INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. THE DISTANCE BETWEEN HORIZONTAL PROJECTIONS AND THE BOTTOM OF THE GRIPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH FOR EACH ½ INCH OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4 INCHES. 69. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL BE NOT LESS THAN 1¼ INCHES NOR MORE THAN 2 INCHES IN CROSS-SECTIONAL DIMENSION (1123A.6.2.5, 1115A.6.2.5) 70. HANDRAIL GRIPPING SURFACES WITH A NONCIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6¼ INCHES MAXIMUM, AND A CROSSSECTION DIMENSION OF 2¼ INCHES MAXIMUM. (1123A.6.2.5, 1115A.6.2.5) 71. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. (1123A.6.2.7, 1115A.6.2.7) 72. ALL TREAD SURFACES SHALL BE STABLE, FIRM AND SLIPRESISTANT AND SHALL COMPLY WITH SECTION 1110A.3 FLOOR AND GROUND SURFACES. TREADS SHALL HAVE SMOOTH, ROUNDED, OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). (1123A.3, 1115A.3) 73. THE NOSING SHALL NOT PROJECT MORE THAN 1¼ " PAST THE FACE OF THE RISER BELOW. RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. SEE FIGURE 11A- 6A. (1123A.4, 1115A.4) 74. EXTERIOR STAIRS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. (1115A.5) 75. EXCEPT WITHIN AN INDIVIDUAL DWELLING UNIT, INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. (1123A.5) 76. REQUIRED STAIR STRIPES SHALL BE A MINIMUM OF 2 INCHES WIDE TO A MAXIMUM OF 4 INCHES WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. (1123A.5, 1115A.5)

No

DIVISION I - APPLICATION APPLICATION 1. HOUSING ACCESSIBILITY SHALL APPLY TO THE FOLLOWING (1101A.1): A. ALL NEWLY-CONSTRUCTED COVERED MULTIFAMILY DWELLINGS. (SEE ALL COVERED UNITS UNDER SECTION 1102A.1.) B. NEW COMMON USE AREAS SERVING EXISTING COVERED MULTIFAMILY DWELLING. C. ADDITIONS TO EXISTING BUILDINGS, WHERE THE ADDITION ALONE MEETS THE DEFINITION OF A COVERED MULTIFAMILY DWELLING. D. NEW COMMON-USE AREAS SERVING NEW COVERED MULTIFAMILY DWELLINGS. E. WHERE ANY PORTION OF A BUILDING'S EXTERIOR IS PRESERVED, BUT THE INTERIOR OF THE BUILDING IS REMOVED, INCLUDING ALL STRUCTURAL PORTIONS OF FLOORS AND CEILINGS, THE BUILDING IS CONSIDERED A NEW BUILDING FOR DETERMINING THE APPLICATION OF THIS CHAPTER. 2. COVEREWWW.LADBSD MULTIFAMILY DWELLINGS SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION. (1102A.2) 3. APARTMENTS CONSTRUCTED PRIOR TO MARCH 13, 1991 SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION (1102A.2). 4. PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE IS SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC) IN CHAPTER 11B. (1101A.1) 5. NEWLY CONSTRUCTED PUBLICLY FUNDED MULTIFAMILY DWELLINGS ARE SUBJECT TO THE PROVISIONS OF CHAPTER 11A AND CHAPTER 11B. (1101A.1) 6. EXISTING PUBLICLY FUNDED MULTIFAMILY DWELLINGS ARE SUBJECT TO PROVISIONS OF SECTION 11B-202.4. MULITISTORY DWELLINGS WITH ONE OR MORE ELEVATORS 8. FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ELEVATORS, THE STORY OF THE UNIT THAT SERVED BY THE BUILDING ELEVATOR IS CONSIDERED A GROUND FLOOR AND THE PRIMARY ENTRY FLOOR TO THE UNIT AND SHALL COMPLY WITH THE FOLLOWING (1102A.3.2): A. AT LEAST ONE POWDER ROOM OR BATHROOM SHALL BE LOCATED ON THE PRIMARY ENTRY LEVEL. B. AT LEAST ONE KITCHEN SHALL BE LOCATED ON THE PRIMARY ENTRY LEVEL. C. ALL ROOMS OR SPACES LOCATED ON THE PRIMARY ENTRY LEVEL SHALL BE SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH DIVISION IV.

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

ACCESSIBILITY NOTES

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐0.4.1


‐ ‐ ‐ ‐ ‐

DP NO.

01

No

02/26/18

Date

No

Revision Description

Date

2014-51R

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

ACCESSIBILITY NOTES

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐0.4.2


Example 1: 5th floor of a stairway that extends from the 1st to the 8th floor of an 8 story building. The stairway terminates on the roof. This is the number 1 stairway in the building.

Example 2: 3rd floor of a stairway that extends from the 1st to the 4th floor of an 8 story building. This stairway does not permit rood access. This is the number 2 stairway in the building.

-

‐ ‐ ‐ ‐ ‐

Example 3: 6th floor of a stairway that extends from teh 1st to the 8th floor of an 8 story building. This stairwaw does not permit roof access. This is the number 3 stairway in the building.

DP NO.

No

Revision Description

Date

2014-51R

01

02/26/18

Date

WALL-MOUNT GRAB BAR

Location of Sign in Stairway The Los Angeles Fire Department Requires Stairway Numbering Systems For Buildings More Than 2 Stories

No

Look For Stairway Signs and Know Which Stairway Permits Roof Access

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

ACCESSIBILITY NOTES

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐0.4.3


R1

R2

R3

RG

R4

R5

BALCONY 180 SF

R6

R7

R8

BALCONY 161 SF

R10

BALCONY 165 SF

R11 R12

BALCONY 173 SF

NET RESIDENTIAL 3300 SF

NET RESIDENTIAL 2621 SF

NET FITNESS ROOM 949 SF HALLWAY 595 SF

JT

JT JT

PF

JT

HALLWAY 1735 SF

JT

RF BALCONY 75 SF

FLOOR AREA INCLUDING EXTERIOR WALL= 56968 SF

STAIRWAY 293 SF

FLOOR AREA EXCLUDING EXTERIOR WALL= 53813 SF

DN

STAIRWAY 173 SF

PE RE BALCONY 247 SF

PD PARKING 23939 SF

RD NET RESIDENTIAL 3629 SF

RC

PC BALCONY 157 SF

PB ELEVATOR SHAFT JT JT

STAIRWAY 242 SF JT JT

PA P1

ELEVATOR SHAFT 59 SF HALLWAY P7 760 P8 SF HALLWAY 395 SF

JT

RA

R2

SE

59 SF

JT

P2

HALLWAY 1266 SF

P3

P4

P5

P6

TRASH 326 SF

NET REC ROOM 1968 SF

SD'

HALLWAY 447 SF STAIRWAY 246 SF

NET RESIDENTIAL 473 SF NET COMMERCIAL 3529 SF

NET COMMERCIAL 6027 SF

SB

NET RESIDENTIAL

9550 SF

NET AMENITY

2917 SF

STAIRWAY

954 SF

HALLWAY

5198 SF

ELEVATOR SHAFT

118 SF

UTILITY

97 SF

TRASH

326 SF

BALCONY (INCLUDED IN FAR)

1158 SF

BALCONY (EXCLUDED FROM FAR) TOTAL

UTILITY 97 SF

20318 SF

A2 COMMERCIAL

SA

9556 SF

S2

S1

S2

S3

S4

S5

S6

S7

S8

S9 S10

S11

S12

DP NO.

PARKING

23939 SF

TOTAL

53813 SF

2014-51R

S13 S14

F. F. LEVEL 1 1/16" = 1'-0"

R2

RG

R3

BALCONY 86 SF

R4

R5

R6

R7

BALCONY 169 SF

BALCONY 170 SF

R8

BALCONY 160 SF

R10

BALCONY 169 SF

R11 R12

BALCONY 168 SF

FLOOR AREA INCLUDING EXTERIOR WALL= 56102 SF

PF

JT

HALLWAY 4147 SF

JT JT

BALCONY 77 SF

JT

STAIRWAY 182 SF JT

FLOOR AREA EXCLUDING EXTERIOR WALL= 53338 SF

No

STAIRWAY 173 SF

ADA Accessible

RE BALCONY 187 SF

PD PARKING 20837 SF

RD

RC

PC BALCONY 158 SF

PB ELEVATOR SHAFT

BALCONY 105 SF

JT

59 SF ELEVATOR SHAFT 59 SF

JT

P2

P3

P4

P5

P6

P7

PROJECT NAME:

LOCATION

P8 JT

JT

JT

JT

PA P1

SE

NET RESIDENTIAL 2171 SF

5th & Harbor

AREA

R2

SD'

JT

RA

STAIRWAY 183 SF

JT

JT

BALCONY 105 SF

No

RB

Date

PE

TRASH CHUTE TRASH 38 SF 38 SF

STAIRWAY 189 SF

NET RESIDENTIAL 8101 SF

SB BALCONY 1505 SF

BALCONY 2056 SF

01

RF

Revision Description

NET RESIDENTIAL 12137 SF

02/26/18

R1

Date

1

AREA

‐ ‐ ‐ ‐ ‐

LOCATION

-

RB

NET RESIDENTIAL

22409 SF

STAIRWAY

727 SF

HALLWAY

4147 SF

ELEVATOR SHAFT

118 SF

UTILITY SHAFT

38 SF

TRASH

38 SF

BALCONY (INCLUDED IN FAR)

5113 SF

BALCONY (EXCLUDED FROM FAR) TOTAL

SA

PROJECT ADDRESS:

32590 SF

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

EXHIBIT A. RESIDENTIAL FLOOR AREA

LEGEND NET RESIDENTIAL

OWNER:

NET COMMERCIAL

A2

STAIRWAY COMMERCIAL

As indicated

CHARLES COMPANY

HALLWAY

S1

2

F. F. LEVEL 2 1/16" = 1'-0"

S2

S3

S4

S5

S6

S7

S8

S9 S10

S11

S12

S13 S14

S2 BALCONY (INCLUDED IN FAR) PARKING

20837 SF

TOTAL

53427 SF

NET RECREATION/FITNESS ROOM

SHEET NUMBER:

A‐0.5.0


R1

R2

RG

R3

BALCONY 86 SF

R4

R5

R6

R7

BALCONY 169 SF

BALCONY 170 SF

R8

BALCONY 160 SF

R10

BALCONY 169 SF

R11 R12

BALCONY 168 SF

NET RESIDENTIAL 12137 SF

FLOOR AREA INCLUDING EXTERIOR WALL=52775 SF

JT

PF

FLOOR AREA EXCLUDING EXTERIOR WALL= 50605 SF

JT

HALLWAY 4147 SF

JT JT

BALCONY 77 SF

JT JT

RF

JT

STAIRWAY 182 SF

STAIRWAY 173 SF

ADA Accessible

PE RE BALCONY 187 SF

PD PARKING 20837 SF

RD

RC

PC BALCONY 158 SF BALCONY 105 SF

JT

59 SF STAIRWAY 183 SF

P2

P3

P4

P5

P6

P7

SD'

TRASH CHUTE TRASH 38 SF 38 SF

STAIRWAY 189 SF

NET RESIDENTIAL 8100 SF

NET RESIDENTIAL

22409 SF

STAIRWAY

727 SF

HALLWAY

4147 SF

ELEVATOR SHAFT

118 SF

UTILITY SHAFT

38 SF

TRASH

38 SF

BALCONY (INCLUDED IN FAR)

2350 SF

BALCONY (EXCLUDED FROM FAR)

SB

BALCONY 144 SF

BALCONY 169 SF

BALCONY 144 SF

BALCONY 170 SF

BALCONY 169 SF

TOTAL

29827 SF

A2 COMMERCIAL

SA

-

S2

S1

S2

S3

S4

S5

S6

S7

S8

S9 S10

S11

S12

DP NO.

PARKING

20837 SF

TOTAL

50664 SF

2014-51R

S13 S14

F. F. LEVEL 3 1/16" = 1'-0"

R2

RG

R3

BALCONY 86 SF

R4

R5

R6

R7

BALCONY 169 SF

BALCONY 170 SF

R8

BALCONY 160 SF

R10

BALCONY 169 SF

R11 R12

BALCONY 168 SF

Date

R1

NET RESIDENTIAL 12137 SF

Revision Description

JT

FLOOR AREA EXCLUDING EXTERIOR WALL= 50605 SF

JT

PF

JT JT

HALLWAY 4147 SF

JT

BALCONY 77 SF

JT JT

No

STAIRWAY 173 SF

RE BALCONY 187 SF

PD PARKING 20837 SF

RD

RC

PC BALCONY 158 SF

PB ELEVATOR SHAFT

BALCONY 105 SF

JT

59 SF ELEVATOR SHAFT 59 SF

JT

P2

P3

P4

P5

P6

P7

LOCATION

AREA

PROJECT NAME:

5th & Harbor

R2

P8 JT

JT

JT

PA P1

SE

NET RESIDENTIAL 2171 SF

SD'

JT

RA

STAIRWAY 183 SF

JT

JT

BALCONY 105 SF

No

RB

02/26/18

Date

PE

TRASH CHUTE TRASH 38 SF 38 SF

STAIRWAY 189 SF

01

RF

FLOOR AREA INCLUDING EXTERIOR WALL=52775 SF

STAIRWAY 182 SF

JT

1

AREA

R2

P8 JT

JT

JT

JT

PA P1

LOCATION

NET RESIDENTIAL 2171 SF

ELEVATOR SHAFT 59 SF

JT

SE

JT

RA

JT

JT

BALCONY 105 SF

‐ ‐ ‐ ‐ ‐

PB ELEVATOR SHAFT

-

RB

NET RESIDENTIAL

22409 SF

STAIRWAY

727 SF

HALLWAY

4147 SF

ELEVATOR SHAFT

118 SF

UTILITY SHAFT

38 SF

TRASH

38 SF

BALCONY (INCLUDED IN FAR)

2350 SF

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

NET RESIDENTIAL 8100 SF

SB

BALCONY 169 SF

BALCONY 144 SF

BALCONY 170 SF

BALCONY 144 SF

BALCONY 169 SF

BALCONY (EXCLUDED FROM FAR) TOTAL

29827 SF

A2

SA

COMMERCIAL

2

F. F. LEVEL 4 1/16" = 1'-0"

S2

S3

S4

S5

S6

S7

S8

S9 S10

S11

S12

S13 S14

NET RESIDENTIAL NET COMMERCIAL

-

As indicated OWNER:

STAIRWAY HALLWAY

S2

S1

LEGEND

EXHIBIT A. RESIDENTIAL FLOOR AREA

PARKING

20837 SF

BALCONY (INCLUDED IN FAR)

TOTAL

50664 SF

NET RECREATION/FITNESS ROOM

CHARLES COMPANY

SHEET NUMBER:

A‐0.5.1


24'-0"

24'-0"

BALCONY 180 SF

BALCONY 161 SF

R6

R7

R8

R10

24'-0"

R11 R12 25'-3"

BALCONY 165 SF

BALCONY 174 SF

31'-3 3/8"

24'-3 3/8"

R5

6'-0"

RG

R4

6'-0"

R3

6'-0"

R2

7'-6"

R1

14'-10 3/4"

NET FITNESS ROOM 939 SF 20'-8"

36'-3 1/8"

JT

JT JT

PF

JT

BALCONY 75 SF

JT

11'-6"

RF DN

6'-6"

111'-9"

PE

28'-6"

RE BALCONY 247 SF

PD SIDE YARD 11991 SF

RD 6'-6"

RC

24'-0"

RB

PC BALCONY 156 SF

4'-9"

31'-4 3/8"

14'-1 3/8"

30'-8 1/8"

30'-10 3/8"

JT JT

SE

‐ ‐ ‐ ‐ ‐

PB

6'-6"

3'-0"

4'-9"

15'-7"

JT

25'-1"

JT JT

PA P1

NET REC ROOM 1944 SF

JT

RA

77'-9 1/2"

P2

P3

P4

P5

P6

P7

P8 SD'

35'-1 1/8"

62'-8"

PLAZA 1895 SF

-

SB

SA

DP NO.

2014-51R

S1

S3

S4

S5

S6

R5

R6

S7

S8

S9 S10

S11

S12

S13 S14

Level1 -OPEN SPACE DIAGRAM 1/16" = 1'-0"

BALCONY 169 SF

BALCONY 169 SF

R11 R12

22'-9"

24'-0"

24'-0"

BALCONY 160 SF

BALCONY 169 SF

BALCONY 168 SF

Date

BALCONY 86 SF

24'-6"

R10

Revision Description

24'-0"

R8

7'-0"

13'-2"

R7

7'-0"

R4

7'-0"

RG

R3

7'-0"

R2

7'-0"

R1

7'-0"

1

S2

No

JT

PF

JT JT

BALCONY 77 SF

JT

11'-7"

RF

JT

6'-6"

PE

28'-6 7/8"

RE BALCONY 187 SF

02/26/18

Date

6'-6"

PD

RD

6'-5"

RC

JT

BALCONY 105 SF

BALCONY 105 SF

01

17'-6"

No

PB

17'-6"

6'-0"

BALCONY 158 SF

6'-0"

24'-0"

RB

PC

SE PROJECT NAME:

JT

5th & Harbor

RA JT

P5

P6

P7

LOCATION

P8 SD'

JT

P4

JT

P3

JT

P2

JT

JT

JT

PA P1

LEVEL 1

PRIVATE OPEN SPACE 1158 SF

COMMON OPEN SPACE

TOTAL

421 N HARBOR BLVD. SANTA ANA CA 92703

PLAZA(OPEN TO SKY)=1895 SF COURTYARD (OPEN TO SKY) =11991 SF RECROOM(COVERED)= 1944 SF FITNESS ROOM(COVERED) = 939 SF

26'-0"

17'-0"

19'-2"

35'-4"

24'-0"

BALCONY 1505 SF

13'-11 1/2"

SA

3'-11 1/8"

13'-11 1/2"

12'-11"

BALCONY 2056 SF

17'-11 5/8"

SB

10'-11"

24'-0" 8'-11 1/8"

24'-0" 8'-11 1/2"

24'-0"

LEVEL 2

2140 SF

-

LEVEL 3

2140 SF

-

LEVEL 4

2140 SF

-

TOTAL

7458 SF

TOTAL COMMON OPEN SPACE =16,769 SF TOTAL SITE AREA = 80,639 SF PERCENTAGE OF COMMON OPEN SPACE= 20%

118'-1"

16,769 SF

PROJECT ADDRESS:

SHEET TITLE:

EXHIBIT B. OPEN SPACE COMPLIANCE 24,227 SF

As indicated OWNER:

CHARLES COMPANY

PERCENTAGE OPEN TO SKY=82.5% PERCENTAGE COVERED=17.5%

S1

2

S2

Level 2- OPEN SPACE DIAGRAM 1/16" = 1'-0"

S3

S4

S5

S6

S7

S8

S9 S10

S11

S12

S13 S14

SHEET NUMBER:

A‐0.6.0


R7

24'-6"

BALCONY 169 SF

BALCONY 169 SF

R8

22'-9"

24'-6"

BALCONY 160 SF

BALCONY 169 SF

R10

R11 R12 24'-0"

BALCONY 168 SF

7'-0"

BALCONY 86 SF

R6

7'-0"

RG

R5

24'-0" 7'-0"

13'-2"

R4

7'-0"

R3

7'-0"

R2

7'-0"

R1

JT

PF

JT JT

BALCONY 77 SF

JT

11'-7"

RF

JT JT

6'-6"

PE 6'-6"

29'-0"

RE BALCONY 187 SF

PD

RD

PB

JT

17'-6"

17'-6"

BALCONY 105 SF

BALCONY 105 SF

SE

‐ ‐ ‐ ‐ ‐

BALCONY 158 SF

6'-0"

RB

PC

6'-0"

6'-6"

24'-0"

RC

JT

RA JT

P6

P7

P8

24'-0"

BALCONY 170 SF

BALCONY 144 SF

BALCONY 169 SF

24'-0"

BALCONY 144 SF

BALCONY 169 SF

-

6'-0"

24'-0"

7'-0"

24'-0"

6'-0"

7'-0"

SB

24'-0"

SD'

7'-0"

P5

JT

P4

JT

P3

JT

P2

JT

JT

JT

PA P1

SA

DP NO.

2014-51R

S1

S3

S4

S5

S6

R5

R6

S7

S8

S9 S10

S11

S12

S13 S14

Level 3-OPEN SPACE DIAGRAM 1/16" = 1'-0"

BALCONY 169 SF

BALCONY 169 SF

22'-9"

24'-6"

BALCONY 160 SF

BALCONY 169 SF

R10

R11 R12 24'-0"

BALCONY 168 SF

Date

24'-6"

R8

Revision Description

7'-0"

BALCONY 86 SF

R7

7'-0"

24'-0"

13'-2"

RG

R4

7'-0"

R3

7'-0"

R2

7'-0"

R1

7'-0"

1

S2

No

JT

PF

JT JT

BALCONY 77 SF

JT

11'-7"

RF

JT JT

6'-6"

6'-5"

02/26/18

Date

PE

29'-0"

RE BALCONY 187 SF

PD

RD

RB

BALCONY 158 SF

PC

17'-6"

BALCONY 105 SF

BALCONY 105 SF

JT

6'-0"

PB

6'-0"

No

17'-6"

01

6'-6"

24'-0"

RC

SE PROJECT NAME:

JT

5th & Harbor

RA JT

P5

P6

P7

LOCATION

P8 SD'

JT

P4

JT

P3

JT

P2

JT

JT

JT

PA P1

LEVEL 1

PRIVATE OPEN SPACE 1158 SF

COMMON OPEN SPACE

TOTAL

PLAZA(OPEN TO SKY)=1895 SF COURTYARD (OPEN TO SKY) =11991 SF RECROOM(COVERED)= 1944 SF FITNESS ROOM(COVERED) = 939 SF

BALCONY 170 SF

BALCONY 144 SF

BALCONY 169 SF

BALCONY 144 SF

24'-0"

7'-0"

24'-0"

6'-0"

24'-0"

7'-0"

24'-0"

5'-11"

7'-0"

SB

24'-0"

BALCONY 169 SF

LEVEL 2

2140 SF

-

LEVEL 3

2140 SF

-

LEVEL 4

2140 SF

-

TOTAL

7458 SF

16,769 SF

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

EXHIBIT B. OPEN SPACE COMPLIANCE 24,227 SF

As indicated OWNER:

TOTAL COMMON OPEN SPACE =16,769 SF TOTAL SITE AREA = 80,639 SF PERCENTAGE OF COMMON OPEN SPACE= 20%

SA

CHARLES COMPANY

PERCENTAGE OPEN TO SKY=82.5% PERCENTAGE COVERED=17.5%

S1

2

S2

Level 4-OPEN SPACE DIAGRAM 1/16" = 1'-0"

S3

S4

S5

S6

S7

S8

S9 S10

S11

S12

S13 S14

SHEET NUMBER:

A‐0.6.1


PL

PL

10'-4"

7'-0"

8'-0"

10'-4"

F. F. LEVEL RF 122'-0"

6'-0"

3'-0"

5'-0"

3'-6"

F. F. LEVEL 3 101'-4"

10'-4"

20'-8"

‐ ‐ ‐ ‐ ‐

10'-4"

F. F. LEVEL 4 111'-8"

F. F. LEVEL 2 91'-0" 7'-0"

F. F. LEVEL 1 77'-8" F. F. E. SITE 0'-0"

-

4'-8"

4'-8"

10'-7 1/8"

15'-6 3/4"

MIN. 8'-0" SETBACK

13'-4"

13'-4"

24'-4"

DP NO.

2014-51R

1/8" = 1'-0"

4TH FLOOR

RESIDENTIAL 2: RESIDENTIAL : RESIDENTIAL 1: RESIDENTIAL 2:

42 SF 12 SF 31.5 SF 42 SF 12 SF 31.5 SF 42 SF

15% 7% 39% 2.49 % 14.9 % 10.46 % 2.49 % 14.9 % 10.46 % 2.49 % 14.9 % 10.46 %

1. THE BUILDING IS EQUIPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. (NFPA 13 SPRINKLER SYSTEM) 15'-1" 5 '-0"

45% 25%

21 '-0" 15'-1" 5 '-0"

UNLIMITED 45% 25%

21 '-0" 15'-1" 5 '-0"

UNLIMITED 45% 25%

21 '-0" 15'-1" 5 '-0"

UNLIMITED 45% 25%

21 '-0"

UNLIMITED

2. THE MAXIMUM ALLOWABLE AREA OF UNPROTECTED OPENING SHALL BE THE SAME AS THE TABULATED LIMITATIOINS FOR PROTECTED OPENINGS PER 704.8.1 3. (EXTERIOR WALL OPENINGS AREA X 100) / (EXTRIOR WALL AREA)

02/26/18

3RD FLOOR

RESIDENTIAL 2: RESIDENTIAL : RESIDENTIAL 1:

80.67 SF 31.5 SF 425 SF 12 SF 31.5 SF

NOTE:

01

2ND FLOOR

RESIDENTIAL 2: RESIDENTIAL : RESIDENTIAL 1:

548.16 SF 446.13 SF 1077.82 SF 481.67 SF 210.64 SF 401.27 SF 481.67 SF 210.64 SF 401.27 SF 481.67 SF 210.64 SF 401.27 SF

ALLOWED OPENING PERCENTAGE

Date

1ST FLOOR

COMMERCIAL: RESIDENTIAL :

DISTANCE TO PROPERTY LINE

Revision Description

LEVEL

PERCENTAGE OF OPENINGS TO EXTERIOR WALL

No

EXTERIOR WALL OPENINGS AREA

Date

EXTERIOR WALL AREA

No

1

SOUTH ELEV-OPENING ANALYSIS

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

NOTE: FOR OTHER THREE FACADES OF THE BUILDING FACING THE STREETS (HARBOR BLVD,5TH STREET & FIGUERA BLVD) FIRE SEPERATION DISTANCE FROM EXTERIOR WALL TO THE CENTER OF THE STREETS IS MORE THAN 20 ' WHICH LEADS TO ALLOWED UNLIMITED OPEN SPACE IN EXTERIOR WALL.

SHEET TITLE:

EXHIBIT C. PROTECTED OPENING ANALYSIS 1/8" = 1'-0" OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐0.7


N FIGUEROA ST

17'-0"

CENTERLINE OF W5TH ST

75.50

DN

DN STOOP

DN

STOOP

DN

DN

STOOP STOOP

DN STOOP

DN

DN

STOOP STOOP

11'-0"

STOOP

17'-0"

LEVEL BELOW

75.50

4'-0"

75.50

(NO GATE)

PROPERTY LINE

4'-0"

FIRE HYDRANT

FIRE HYDRANT

73.83

TRANSFORMER VAULT

11'-0"

8'-0" SET BACK

25'-0" DRIVE WAY

8'-0" SET BACK

WHEELCHAIR RAMP

11'-10"

DRIVEWAY APPROACH PER CITY STANDARD PLAN #1112

N FIGUERA ST

EXISTING STREET TREES ALONG N FIGUEROA ST TO REMAIN, TYP.

30'-0" TO CENTER OF

CENTERLINE OF N FIGUEROA ST

4-STORY APARTMENT TYPE V-A

NOTE: NO CONCRETE SLAB IN THIS AREA. SHOULD BE EARTH

4-STORY APARTMENT TYPE V-A

JT

STOOP

DN

‐ ‐ ‐ ‐ ‐

20''-0" SET BACK

DN

WALL PER LANDSCAPE

DN

STOOP

PROPERTY LINE

DN

ADJACENT BUILDING FOOTPRINT

STOOP

COURTYARD, SEE LANDSCAPE DWGS FOR MORE INFORMATION

SETBACK

DN

DP NO.

2014-51R

STOOP

STOOP

LADDERING PAD AREAS PER OCFA

238'-0 3/4"

PROPERTY LINE

W 5TH ST

8' -0" MAX

229'-0" BUILDING DEPTH

4-STORY PARKING STRUCTURE TYPE I-A

DN

DN 42'-0" TO CENTER OF W 5TH ST JT

8'-6"

LEVEL BELOW

75.50

AIR CHAMBER

LEVEL BELOW

Date

OPEN SEATING AREA LEVEL BELOW

10'-0" 2'-0"

ADJACENT BUILDING FOOTPRINT

CLEAR ZONE

PROJECT INFO 28'-0" DRIVEWAY (NO GATE)

75.50

STREET TREE PER LANDSCAPE,TYP.

FIRE HYDRANT

DRIVEWAY APPROACH PER CITY STANDARD PLAN #1112

STREETLIGHT PER CIVIL DWGS & CITY STANDARDS, TYP.

324'-2 1/4" BUILDING WIDTH 338'-0" LOT WIDTH

42'-2"

EXISTING TRAFFIC SIGNAL & ASSOCIATED UTILITIES/ PULLBOX TO REMAIN

12'-0"

SITE ADDRESS:

421 NORTH HARBOR BLVD. SANTA ANA, CA 92703

APN:

198-182-36

GENERAL PLAN :

URBAN NEIGHBORHOOD(UN)

ZONING:

HARBOR MIXED-USE TRANSIT CORRIDOR SPECIFIC PLAN (SP2)

EXISTING SITE DEVELOPMENT:

10'-0"

WHEELCHAIR RAMP

62'-0" TO CENTER OF N HARBOR BLVD

T

19'-10"

PROPERTY LINE

20'-0"

BENCH

5'-0"

COMMERCIAL FOOTPRINT AT LEVEL 1 5''-0" SET BACK

COMMERCIAL FOOTPRINT AT LEVEL 1 8'-0" MAX SET BACK

EXISTING TRAFFIC SIGNAL & ASSOCIATED UTILITIES/ PULLBOX TO REMAIN

CLEAR ZONE

WAVE STYLE BIKE RACK

25'-0"

ORIGINAL PROPERTY LINE

PROJECT DISCRIPTION:

02/26/18

25'-0"

No

HIGHWAY EASEMENT

Date

STREET & HIGHWAY EASEMENT

Revision Description

5'-0" SETBACK

VACANT

4 STORY MIXED USE PROJECT WITH 94 MARKET RATE SINGLE,ONE AND TWO BEDROOM UNITS DESIGNED AROUND 4 STORY PARKING GARAGE WITH

HIGHWAY EASEMENT STREET & HIGHWAY EASEMENT ROAD EASEMENT ORIGINAL PROPERTY LINE

N HARBOR BLVD

SITE INFO LEGEND

SITE PLAN

No

1

01

1/4" = 1'-0"

1/16" = 1'-0" PROJECT NAME:

VICINITY MAP NOTES: 1. SEE CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. REMOVE ALL EXISTING DRIVEWAY APPROACHES AND SIDEWALKS THROUGHOUT; REPLACE WITH NEW CURB ,GUTTERS, & SIDEWALKS PER CIVIL DRAWINGS AND CITY STANDARDS. 3. SEE CIVIL DRAWINGS FOR MORE INFORMATION OF DEMOLITION PLAN OF EXISTING SITEWORK & UTILITIES. 4. INSTALL 24" BOX STREET TREES PER THE CITY STANDARDS AND APPROVED PLAN. 5. THIS SITE WILL BE DESIGNED & CONSTRUCTED IN ACCORDANCE WITH THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA REGION ORDER NO. R8-2009-030 DISCHARGE REQUIREMENT (MS4 PERMIT)

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

SITE PLAN

LEGEND: NEW 24" BOX STREET TREE PER THE CITY STANDARDS AND APPROVED PLANS, SEE LANDSCAPE DRAWINGS

EXISTING TREE TO REMAIN AND BE PROTECTED

As indicated 1/16"=1'-0" OWNER:

NEW STREET LIGHT PER CITY STANDARDS & CIVIL DRAWINGS

CHARLES COMPANY NEW FIRE HYDRANT PER CITY STANDARDS & CIVIL DRAWINGS

SHEET NUMBER:

A‐1.0


A-4.2

R3 24'-0"

35'-0"

23'-8 1/8"

PROPERTY LINE

O

W6-a

O

O

---

UNIT 2A

107

106

105

UNIT 1B

UNIT 2A

UNIT 1B

ADA LIFT

60

60

60

L1 08

17

L1 06

14

L1 05

12

28'-0"

L1 01

4

1

---

28'-0"

8'-6"

0'-6"

8'-6" 18'-0"

TYP. 3 STALLS @ 8'-6"

TYP. 2 STALLS @ 8'-6"

JT

STAIR 2 C2

RAMP UP 103'-6" @ MAX. 5% TO F.E.E. 79.50

L1 10

31 L1 C3

S1

8'-1"

20

LEVEL ONE: 52 PARKING STALLS (6 HANDICAP)

-

110

S2

0'-6"

23'-4"

23'-0"

21

2W4

F.F. 76.08

TO F.E.E. 76'-1" RAMP UP 25'-0" @ MAX. 8%

WALL PER LANDSCAPE

W6-a 5'-0"

C10 DN

18'-0"

26'-6"

TO F.E.E. 77'-4" RAMP UP 19'-0" @ MAX. 8% DN

DN

C8

28'-0"

8'-6"

S2

10" CONC. WALL

19'-6"

0'-6"

S1

8'-6"

79.50

A-4.0

8'-6"

F.F. 74.00

42" HIGH RAILING

UP

Van Accessible

8'-6"

PF

S1

C8

L1 09

0'-6"

W4-P

CORRIDOR-4

EXPANSION JOINT

EXIT

JT

7 A-6.1

8" WALL

Section 10

28'-0"

PER STRUC

60

L1 02

20'-7"

‐ ‐ ‐ ‐ ‐

19

24'-6"

60

L1 10

60

6

TRANSFORMER

S3 S5

A-6.1

S3 S5

4'-10 5/8"

D/S C/M

L1 03

8

S2

S.P

23'-5 5/8"

60

UP

43'-3"

18'-0"

10" CONC. WALL

60

35'-0"

60

4

JT

JT

11'-6 3/8"

8" WALL

8" WALL

18'-0"

8" WALL

W6-a

24'-0"

DN

6 W4-P

DN

18'-0"

8" WALL

18'-0"

18

--6'-6"

UNIT 0A

S

UNIT 0B

EXIT

F.F. 77.67

CORRIDOR-6

18'-0"

8" WALL

PER STRUC

5'-0"

75.50

UNIT 2A

JT

W4-P

EXPANSION JOINT

DN

UNIT 1B

60

F.F. 74.33

W6-a

RE

UNIT 1B

3 A-6.2

S.P

W6

S

O

101

L1 04

75.50

2

102

STAIR 3

3'-0" WIDE TRUNCATED SURFACE

O

103

74.33 F.F. 77.67

UNIT 2A

5'-0"

104

60

74.33

20'-0" SET BACK

2W4-2H

C3

74.33

W6-b

109

F.F. 74.17

2

11'-0"

F.F. 86.94

74.33

32

D/S C/M

L1 09

L1 01

5

2W4

TRENCH DRAIN

9

L1 03

7

JT

G 11

L1 07

S 77.67

4'-8"

60

77.67

DN

RF DN

60

S2 EXIT

W6-b

S

43

D/S C/M

S3 S5

42

2W4

60

60

2W4

DN

77.67

77.67

G C2

7'-5"

60

F.F. 75.50

S

W6-c

DN

11'-0"

---

L1 04

C10-b

EXIT

9'-0 7/8"

Section 8

TO F.E.E. 76'-2" RAMP UP 25'-0" @ MAX. 8%

RAMP UP 20'-0" @ MAX. 8% TO F.E.E. 77'-8"

31 G 11

31'-2"

108

963 SF

SC2-b

2W4

Section 8

S

10

SC2-a

32'-6"

7'-11 1/8"

2W4

D/S C/M

D/S

---C/M

G C3

EXIT

L1 05

15 W6-c

A-4.2

G-11

O

W6-a

L1 02

F.F. 76.17

TO F.E.E. 74'-8"

2W4

---

2W4

O

W6-a

Section DN 11

25'-0"

W6-b

S

RAMP UP 29'-6" @ MAX 2%

S

DN D/S C/M

Section 19

GYM

1

O

O C10-b

W6-b

D/S C/M

TO F.E.E. 74'-8"

11

16

S

L1 08

S

DN

DN

D/S C/M

W6-b L1 07

SC1-b

---

S1

D/S C/M

W6-a

17'-0" 1

74.09

A-6.2 W6-Ra

CM-a

74.65

74.67

11'-3 1/2"

Section 12

---

---

74.67

W6-b

26'-1 1/2"

74.52 Section 11

Section 12

R12

74.27

DN

D/S C/M

SC2-a

R

O

RAMP UP 29'-6" @ MAX. 5%

DN

W6-a

TO F.E.E. 74'-8"

W6-a

RAMP UP 27'-6" @ MAX 2%

O

L1 06

SC1-a

G 11

8'-7 1/8"

74.67

R11

46'-7"

6" CURB PLUS RAILING ABOVE

---

30

F.F. 75.50

23'-9"

Section 10

SC1-a

R10

60

8'-0" SET BACK

2'-0"

4'-0" 17'-0"

5'-11 1/2"

RG

R8 74.59

75.50

75.50

R7

46'-6 7/8"

74.89

Section 19 ---

R6

309'-6"

SUB METER

35'-0"

R5

3

37'-6"

R4

4'-0"

2 A-4.1

60

R2

FIRE HYDRANT

2

FIRE HYDRANT

6'-0"

R1

WHEELCHAIR RAMP

DRIVEWAY APPROACH PER CITY STANDARD PLAN #1112

8'-0" SET BACK

EXISTING STREET TREES ALONG N FIGUEROA ST TO REMAIN, TYP.

TRENCH DRAIN 0'-6"

10" CONC. WALL

-

24 60

UNIT 1B

W4 F.F. 74.33

F.F. 74.33

PROPERTY LINE

PC LADDERING PAD AREAS PER OCFA

10" CONC. WALL

8'-6"

112

ADA Accessible

L1 12

17'-0"

DN

33

L1 12

25

D/S C/M

G 10

2014-51R

---

2'-1 1/8"0'-6"

0'-6"

60

---

75.50

COURTYARD, SEE LANDSCAPE DWGS FOR MORE INFORMATION

DP NO.

5'-0" 26'-3"

266 SF

-

A-8.6

8'-6"

ADA Accessible

P2

G-10

W6-a

A-8.6

121'-10"

38'-0" 60

30'-0"

W6-a

O

A-8.6

14'-0"

230'-11"

24'-0"

6" CMU WALL

RC

17

F.F. 74.00

TRUCK LOADING 30'-0" x 14'-0" > 25'-0"X10'-0" REQUIRED

2W4

18

TWO 6" GUARD RAIL

W4-P

BIKE PARKING (25 STALLS)

19

42" HIGH .6" WIDE CON. GUARD RAIL

35'-0"

SHEER WALL PER STRUCTURE

W6-a O

CORRIDOR-5

8'-6" 5'-0"

4'-5"

8'-6"

L1 11

L1 11

D/S C/M

TWO 6" GUARD RAIL

22

23

UNIT 1B

75.50

24'-0"

P-3

60

111 DN

ADA Accessible

TOTAL 210 PARKING STALLS

2W4

PD

ADA Accessible

S

@ MAX. 10%

W6-b PROPERTY LINE

RD

RAMP UP 8'-0"

28'-6 3/8"

60

NOTE:

5'-0"

REFER TO SHEET A-1.2 FOR WALL SCHEDULE AND KEYNOTES.

G 06

G 01

F.F. 74.33

SC4

6016 SF

C10-a

G-09

WALL SEC. 2

17'-0"

25'-0"

G 06

SC5

G 09

LEVEL 2 ABOVE

--F.F. 74.00

G-05

22'-1 5/8"

SC8

LOUVER 4'-0"

0'-3 5/8"

2'-0"

8'-0" SET BACK

1'-0 1/2"

SC7

9'-0 5/8"

9'-1"

25'-0"

G 01

CANOPY ABOVE 10'-1 5/8"

6'-0"

3'-0"

24'-6"

G 01

8

75.00

SC9

0'-11 3/4" SC11

6'-3 1/4"

9

29

C10-c C10-a

10

74.33

75.00 SC10

24'-6"

WALL SEC. 2 12'-1" A-5.1

8'-1"

SC11

13'-9 1/8"

---

3'-10 5/8"

24'-6 3/8"

F.F. 74.00

No

Section 17

14

27'-1 1/4"

C10

W6-Rc EXIT

---

F.F. 74.00

G-02

74.00 5''-0" SET BACK

PROJECT NAME:

14'-10 7/8" 2'-0"

6'-0"

11

LEVEL 2 ABOVE

G 02

G C

12

34 74.00

28'-0"

18'-4 1/8"

PROPERTY LINE

8'-10"

4'-7"

27'-10"

SC14

SC13 F.F. 74.00

15

SC14

74.00

CANOPY ABOVE

LOUVER ABOVE 3'-4 1/2"

6'-9"

13'-3 1/2"

13'-9 3/8"

10'-6 3/8"

28'-5"

421 N HARBOR BLVD. SANTA ANA CA 92703

15 SC15

G 02

EXIT

C10-a

SC13

28'-0"

11'-6 5/8"

12

22'-11 3/8"

24'-5 1/8"

28'-0"

27'-7"

SHEET TITLE:

LEVEL 1 PLAN

11'-1 1/4"

292'-3 1/4"

W-SEC. A A-5.1

S1

S2

S3

S4

S5

S6

2-

S7

Section 20 ---

S8

S9

S10

S11

S12

S13

Section 21

T

Section 13 ---

STREET TREE PER LANDSCAPE,TYP.

1

LEVEL SITE 1/8" = 1'-0"

EXISTING TRAFFIC SIGNAL & ASSOCIATED UTILITIES/ PULLBOX TO REMAIN

S14

As indicated OWNER:

A-3.0 -

---

5th & Harbor PROJECT ADDRESS:

C10-a

C10-a

11'-0 3/8"

G 02

74.00

15'-0"

02/26/18

Date

25'-10" EXIT

5'-0"

5'-6 3/8"

3552 SF

G 02

SC12

Revision Description

17'-3"

5'-0"

C4

83'-1 1/4"

73.00

C10-a

S3 S5

C10-a

---

Section 9

F.F. 75.00

15'-2 1/8"

24'-6"

G 01

STAIR 4

C10

MAIL BOX

15'-0"

33'-6 1/2" SC10

6'-4"

S1

556 SF

15'-0"

3'-0"

C10-a

SC7

LOBBY

G 05

10'-0"

6'-0"

7

21

F.F. 74.00

C10-a

G 02

13 6'-4"

COMMERCIAL B

Section 17

W-SEC. A

G 01

4'-9 1/4"

F.F. 74.00

A-5.1

SA

SC

95 SF

5'-0"

15'-8 7/8"

A-5.1

0'-11 1/2"

475 SF

UTILITY

2'-0"

F.F. 75.50

G 02

Section 13

9'-3"

3'-7 1/4"

C10-a

W6-R W6-R

16

S.P

S2

8'-0"

25'-0"

G 02

SD'

45

UP

G-06

42'-9"

F.F. 75.00

G-01

F.F. 74.00

28'-0"

4'-3"

F.F. 75.00

F.F. 74.00

W6-R

W4

TO F.E.E. 74'-4"

RAMP UP 46'-8" @ MAX. 5%

COMMERCIAL A

37

G C4

28'-0"

W6-R

LEASING

C10-a

F.F. 75.50

W6-R G C

28'-10"

28'-0"

26

31'-0"

1

31'-3 3/8"

TR

75.50

SB

Date

26'-4"

F.F. 74.00

A-4.1

F.F. 75.50

EXIT

W4

BIKE RACK

1

C10-c

W6-R

C10 20

01

320 SF

C8

G 03

No

G-07 C8

7 A-6.2

25'-8 1/8"

C10

SC16

TRENCH DRAIN

TRASH RECYCLE ROOM

5

38

EXPANSION C10-b JOINT

W6-R

28

C10

G C

4'-0"

POSSIBLE HOOD SHAFT ABOVE(WHITIN AIR CHAMBER)

C10

F.F. 74.00 W6-R

4'-0"

G 01

1267 SF

4'-0"

C8

4

S10

621 SF

EXIT

C10

POSSIBLE HOOD SHAFT ABOVE(WHITIN AIR CHAMBER)

G 01

G-03

8'-0"

C8

6

3

G-04

21'-11 1/8"

F.F. 74.00

JT

EXIT

2

G 01

SE

18

TO 74'-4"

SC4

G 01

4'-6"

POSSIBLE HOOD SHAFT ABOVE (WHITIN AIR CHAMBER)

G 01

RECREATIONAL AREA

EXIT 4

S10

1'-11"

1'-11"

F.F. 75.50

S7

24

G 07

C8

G 03

19

RECREATIONAL AREA

PA W6-R

48

JT

C10-c

G E2

G 03

5''-0" SET BACK

ROLL-UP DOOR

S6 S8 S9

E2

MAX. 5%

---

SC17

44

TO. F.E.E. 75'-0"

SC17

G C4

F.F. 74.33

---

SC18

G 05

F.F. 75.00

TO F.E.E 75'-6"

C8

RAMP UP 15'-0"@ MAX. 5%

SC18

17

5'-0 3/4"

-

F.F. 75.50

Section 9

C8

W6-R

23

36

75.50

RAMP UP 15'-0"

C8

G C

11'-4"

SC6

75.50

EXIT

SC

ELE. 2

G 05

---

25

22

JT

-

C10

11'-1 1/4"

SC16

G 05

35

C8

3'-0" WIDE TRUNCATED SURFACE

SC19

G 04

F.F. 74.00

3'-0" WIDE TRUNCATED SURFACE

10'-10"

UP

S3 S5

LOW WALL 42" HIGH

5'-0" G 04

17'-7 7/8"

S2

F.F. 77.67 A-6.1

LOW WALL 42" HIGH

SHEER WALL PER STRUCTURE

27

5'-6"

G C

DN

S.P

F.F. 75.50

SC3

S1

10" CONC. WALL

LOW WALL 42" HIGH

40

JT

G C1

27'-7"

25'-7 1/8"

S2

5'-0" 5

0'-6"

EXIT

C1

G 06

RA

F.F. 77.67

C8

9'-10"

8'-11 1/4"

EXPANSION JOINT

39 S1

S3 S5

STAIR 1 DN

W6-a

GREASE INTERCEPTORS BELOW

SC19

OPEN ADA SHOWER

14'-10 1/8"

G C1

W4

C10 8'-6"

S1

28'-0"

PB

---

EXIT

35'-2" W6-R

0'-6"

E1

0'-10"

L1 E1

32

JT

60

12'-0"

EXIT

O

S6 S8 S9

ELEVATOR 1

17'-3"

S7

JT

---

47 8'-6"

ELE. 1

C8 JT

ELEVATOR 1

4'-5"

18'-0"

C8 4

JT

UNIT 1B

106'-3 1/4"

24'-11 1/8"

-----

27

L1 13

C10

L1 13

26

D/S C/M

W6-a DN

Section 20 Section 21

8'-6"

---

60

113

5'-0"

LEVEL ABOVE

5'-0"

75.50

24'-0"

RAMP UP 28'-0" @ MAX. 5%

0'-6"

S

TO F.E.E. 75.50

ADA Accessible

W6-b

43'-7"

2W4

JT

A-4.0

A-5.2

G E1

RB

WALL SECTION 3

CORRIDOR-3

A-5.2

1 24'-0"

WALL SECTION 3

26'-4"

S

CHARLES COMPANY

FIRE HYDRANT SHEET NUMBER:

A‐1.1


2

3'

A-4.2

35'-0" 23'-2 5/8"

12'-0"

35'-0"

12'-0"

24'-0"

35'-0"

12'-0"

Section 10

Section 19

24'-0"

O

24'-0"

R

W6-b

O

AD

S

L2 10

S

W6-b

W6-a

W6-b

2W4

19

L2 08

---

O

4'-0"

P

12'-0"

1

12'

35'-0"

Section 12 ---

12'-0"

Q

24'-0"

W6-b

25'-0"

35'-0"

AD

W6-b

W6-b

AD

W6-b L2 06

O

12'-0"

2W4

S

S

W6-a

12

R

W6-a

R

W6-b

12'-0"

13'-0" 1 O A-6.2

24'-0"

W6-b

AD

W6-b

AD

AD

S

S

W6-c

L2 03

AD

S

W6-a 5

S

W6-b

W6-a

2W4

16

2W4

L2 01

20'-0"

W6-a

1

R

Section 11

2W4

W4 W6-a

24'-0"

11'

2W4

A-4.2

32'-6"

Q

W6-a

Section 8

Section 8

---

---

---

2W4

W4-S

210

209

208

207

206

205

204

203

202

UNIT 2C

UNIT 2A

UNIT 1B

UNIT 2A

UNIT 1B

UNIT 2A

UNIT 2B

UNIT 1B

UNIT 2A

W4

201 2W4

2W4-2H

UNIT 1D

16'-5 1/8"

S3 S5

20

L2 09

60

L2 08

17

60

L2 07

15

60

60

L2 06

14

60

L2 05

11

60

60

L2 04

10

60

L2 03

8

H

60

60

60

60

60

60

60

60

60

O

L2 10

L2 02

6

2W4-F

2W4-F 60

60

L2 01

4

5 A-6.2

2

A-6.1

TYP. 2 STALLS @ 8'-6"

3'-0" WIDE TRUNCATED SURFACE

RAMP UP 103'-6" @ MAX. 5%

28

27

L2 14

L2 14

5'-0" 0'-6"

121'-10"

35'-0"

35'-0"

BOLLARD TYP. 3'-0" O.C.

SYMBOL

-

KEYNOTE

---

8'-6" 8'-6 1/8"

8'-5 7/8"

0'-6"

STL. PIPE BOLLARD .SEE DETAIL

0'-6"0'-6"

0'-6"0'-6"

19'-6" 2 SPACE @ 8'-6" TYP.

F.F. 85.83

W4 WOOD STUD PLUMBING WALL

28'-0"

28'-0"

19'-6"

H/C PATH OF TRAVEL

2HR DOUBLE W4 PLUMBING WALL

EXTERIOR DOWN SPOUT

2014-51R

8" CONCRETE WALL 10" STRUCTURAL CONCRETE WALL

10" CONC. WALL

18'-0"

DP NO.

INTERIOR DOWN SPOUT

18" FOUNDATION WALL

CAST IRON ROOF DRAIN AND OVERFLOW (TYPICAL)

2H SHAFT WALL Section 13

2HR LOADING --BEARING SHAFT WALL

AREA DRAIN

3'-0" WIDE TRUNCATED SURFACE

10

WALL LEGEND 1/8" = 1'-0"

12

14

28'-0"

Section 20

179'-1"

89'-8 1/8"

---

Section 21

11'-0 1/8"

2HR DOUBLE W4 WOOD STUD SEP.WALL

DS

26'-4"

TO F.E.E. 91.00

28'-0"

DIRECTIONAL EXIT SIGN

CMU SEPERATION WALL

PC

8'-6"

RAMP UP 103'-6" @ MAX. 5%

RAMP @ FIRST& SECOND. FLR.

C10 13'-7 7/8"

W6 WOOD STUD WALL 2HR W6 WOOD STUD WALL

C10 25'-4"

24'-4"

23'-0"

C8 24'-6"

W4 WOOD STUD WALL

CLASS "I" STAND PIPE (PER 905.3.1)

S.P

17'-6"

85.83

W4-P

45'-0"

0'-5"

44'-8 1/8"

---

W6-c

F2

F2 W6-b

ELEVATOR 2 ---

19'-9"

L2 E2

P7

17'-3"

4

P8 L2 26

JT

F.F. 91.00

MW4-S

W6

JT

JT

F.F. 91.00

W4-P

CORRIDOR-1

W4-P

W6

C4 L2 21

L2 22

41

5'-9 1/2"

L2 23

44 60

L2 24

45

60

L2 25

48

60

60

UP

MW4-S

60

DN

50

60

8 A-6.2

MW4-S F.F. 96.17 60

216

217

218

219

220

221

222

223

224

225

UNIT 2B

UNIT 1A

UNIT 1A

UNIT 1A

UNIT 1C

UNIT 1C

UNIT 2A

UNIT 1A

UNIT 2A

UNIT 2A

2W4

A-5.1

A

AD

AD

AD

W6-c

S

S

W6-b

S

W6-b

AD

A-5.1

AD

W6-c

S

W6-b

O

O

W6-a

W6-b

O

O

49 W6-a

S

AD

AD

S

W6-b

AD

W6-b

W6-a

O

W6-b

S

25'-0"

W6-b

46 47

S AD

P W6-b

14'-11"

S

AD

L2 23

---

W6-a

W6-b

O

R

O

AD

P

W6-b

O

R

W6-b

No

W6-c

W-SEC. A

42

43

W6-b

S

L2 21

39

L2 25

W6-a

Section 17 L2 20

38 W6-a

W6-a S

L2 19

36

L2 22

31

W6-c R

L2 16

5'-0"

SB W6-c

L2 18

15'-0 7/8"

2W4

2W4

WALL SEC. 2

2W4 34

11'-1 1/4" W6-Rc

2W4

2W4

L2 17

W6-Rc

2W4

W6-c 25'-0"

S3 S5

10'-0"

60

L2 24

32'-6"

A-4.1

32'-6"

27'-6"

1

Date

STAIR 4

S1

65

40

S.P

S2

L2 TRASH

6'-6 7/8"

37 60

60

L2 20

60

60

L2 19

35

60

60

33 60

32

EXPANSION JOINT

W6

54

SD'

60

MW4-S L2 18

W4-P

W6-Rc

S10

B L2 17

CORRIDOR-2

M4

L2 27

51

5'-0"

W4-P

60

W4-P

2 A-6.2

No

---

Date

P6

Section 9

61

P5

L2 C4

P4

AIR CHAMBER

EXIT

P3

C8

60

F2

W6-b

5'-0"

P2

C8

60

10'-0"

UNIT 2D 2W4

F.F. 91.00

W6

W6-b

UNIT 2D

PA

64

LOBBY-1

L2 16

227

S7

JT

W6-c

--32'-6"

JT

C

JT

-

---

226

60

P1

S6 S8 S9

E2

--W6-c

ELEVATOR 2

01

DN

ELE. 2

02/26/18

F.F. 85.83

63

2W4

W6-b

5'-0"

-

L2 E2

42" HIGH .6" WIDE CON. GUARD RAIL

W6-c

53

W6-c

5'-5"

60

60

Q

UP S3 S5

S1

L2 C1

EXIT

A-6.1JT

42" HIGH .6" WIDE CON. GUARD RAIL

S.P

W6-a

55

S2

5

42" HIGH .6" WIDE CON. GUARD RAIL

10" CONC. WALL

9'-10"

L2 27

52

60

W6-a

42" HIGH .6" WIDE CON. GUARD RAIL

C8

7'-5"

JT

L2 15

C1

L2 26

Revision Description

DN

F.F. 91.00

11'-4"

30

JT

10" CONC. WALL 2 A-6.1

SE

F3

W6-a

56

S1

STAIR 1

4

C10

EXIT

W6-a

F3

29'-6"

---

17'-3"

C8

L2 C1

W6

W6-a

P4

UNIT 2B

O

Q

EV

ELEVATOR 1

7'-11 7/8"

E1

18'-3"

---

L2 E1

215

S6 S8 S9

9'-4"

EXPANSION JOINT

62

60

S7 JT ELEVATOR 1

Q

PB

F.F. 90.90

ELE. 1

C8

29

5'-0"

AD

P1

W6-a 12'-3 1/2"

8'-6 1/8"

F.F. 91.00

60

8" CONC. WALL

WALL SECTION 3

S

10'-8 1/2"

CM

FLAT @ TYP. LEVEL.

W6-a

35'-0"

8'-5 7/8" 28'-0"

6'-4"

2W4

10'-0"

42" HIGH .6" WIDE CON. GUARD RAIL

91.00

27'-6"

W6-b

L2 15

8'-6"

3 SPACE @ 8'-6" TYP.

A-5.2

12'-0"

0'-6" 85.83

CORRIDOR-3

A-4.0

24'-0"

A-5.2

FOR EACH NEW DWELLING AND TOWNHOUSE, PROVIDE A LISTED RACEWAY THAT CAN ACCOMMODATE A DEDICATED 208/240 VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER), SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE”. (4.106.4.1)

DOUBLE W4 WOOD STUD SEPERATION WALL

214

12'-0"

AD

24'-0"

---

S

P-4

SP.H SPRINKLER HEAD

@ MAX. 10%

RAMP DW 8'-0"

60

-

W6-a

UNIT 1B

WHEEL STOP; A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.

18'-0"

8'-6"

60

23'-0"

O

TWO 6" GUARD RAIL

6" CMU WALL

10" CONC. WALL W6-a

10" CONC. WALL

SHEER WALL PER STRUCTURE

40'-0"

W4-P

@ MAX. 20%

RAMP DW 24'-0"

L2 13

L2 13

25

TWO 6" GUARD RAIL

2W4

1

LEVEL TWO: 59 PARKING STALLS (1 HANDICAP)

6" CMU WALL

TYP. 4 STALLS 8'-6" 8'-6"

60

W6

UNIT 1B

26

AD

24'-0"

17'-6"

12'-0"

24'-0" 226'-11"

18'-0"

8" CONC. WALL

W6-a

WALL SECTION 3

P-3

CORRIDOR-5

S

PD

8'-6"

W6-b

@ MAX. 10%

RAMP UP 8'-0"

28'-6"

2W4

O

P-3

F.F. 91.00

60

213

LONG TERM VERTICAL BICYCLE RACK 18" WIDE BY 4' LONG BY 6' HIGH MIN. (A MIN. HEADROOM OF 7' IS REQUIRED FOR VERTICAL BICYCLE RACKS) BICYCLE PARKING STALL SHALL PROVIDE A MEANS OF SECURING THE BICYCLE FRAME AT TWO POINTS TO A SECURELY ANCHORED RACK, EXCEPT IN THE CASE OF LOCKERS AND COMMERCIALLY OPERATED ATTENDED BICYCLE PARKING. INDIVIDUAL RACKS INSTALLED SIDE BY SIDE TO ONE ANOTHER WITHIN BICYCLE ROOMS OR BICYCLE CAGES THAT ALLOW BICYCLES TO BE LOCKED TO EITHER SIDE OF THE RACK SHALL BE SPACED A MINIMUM OF 30 INCHES ON CENTER.

18'-0"

TRENCH DRAIN

S

F

P-2

TO F.E.E.96.15

--96.15

5'-0"

6'-2"

‐ ‐ ‐ ‐ ‐

TYP. 3 STALLS @ 8'-6"

17'-0"

8'-6"

18'-0"

INSTALL A MINIMUM 1-INCH (INSIDE DIAMETER) RACEWAY TO ACCOMMODATE A DEDICATED 208 - 240 VOLT BRANCH CIRCUIT. RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING SYSTEM INTO A LISTED CABINET ,BOX OR ENCLOSURE.

-

0'-6"

-

L2 12

23

60

8'-6"

P-1

F.F. 91.00

UNIT 0A

16'-6"

8'-6"

26'-6"

24'-4"

24

AD

L2 12

212

W6-b

0'-6"

91.00

C8

W4-P

0'-6"

KEYNOTE

58

ADA Accessible

96.15

8'-6"

SYMBOL

57

5'-0"

22 23'-6"

L2 11

2W4

G

17'-0"

8'-6"

60

O

C8

S.P

L2 C2

W6-Rc

11 A-6.1

L2 C2

8'-6"

JT

JT

O

0'-6"

A

CM

10" CONC. WALL

W6-a

S2

DN

C8

CM

C3

S1

42" HIGH RAILING

W6-c

C8

C2

S3 S5 UP

CM

PF

STAIR 2

43'-3"

---

JT

JT

8" WALL

18'-0"

Section 10

S2 S1

L2 C2

EXIT

60

10" CONC. WALL

24'-6"

D

59

JT

11'-6 7/8"

UNIT 2A

10" CONC. WALL

8" WALL C8 18'-0"

16'-11"

8" WALL C8

8" WALL

18'-0"

C8

21

211

8" WALL

18'-0"

8" WALL

18'-0"

PER STRUC

W6-a

2

W6

4

S

A-4.0

W4-P

CORRIDOR-4

60

W6

STAIR 3

W6-c

W4-P

L2 C3

W4-P

EXPANSION JOINT

F.F. 91.00

2W4

L2 11

35'-0"

F.F. 91.00

W6

EXIT

W6

W6-b

6

S.P

11'-6 7/8"

AD

UP

W4-P

E

---

---

12'-3 1/2"

22'-8 1/2"

R

W6-c

L2 09

18

24'-6"

Section 19

10'-8 1/2"

10'

Section 11

Section 12

12'-0"

R

W6-b

L2 07

S

W6-c

70'-0"

AD

S

AD

13

AD

16'-6"

R

AD

W6-c

A-4.1 35'-0"

9'

---

4'-0"

O

8'

3

2'-0"

I

W6-a

O

---

O

W6-c

12'-0"

2

L2 02

12'-0"

24'-0"

7'

7

25'-3 3/8"

309'-6"

5'

L2 04

37'-6"

4'

9

1

L2 05

2'

2'-0"

Section 17

PROJECT NAME:

---

SA 24'-0" 23'-2"

10'-8 1/2"

23'-2"

12'-3 1/2"

12'-0"

12'-0"

35'-0"

13'-0"

2'-0 1/2"

AD AD

AD

13'-0"

25'-0"

AD

AD

AD

5th & Harbor

AD

Section 13

AD

---

24'-0"

24'-0" 12'-0"

12'-0"

25'-0"

24'-0"

24'-0"

Section 9 WALL13'-0" SEC. 2

25'-0"

13'-0"

12'-0" ---

12'-0"

25'-0"

A-5.1

36'-0" 25'-0"

12'-0"

12'-0"

35'-0"

13'-0"

23'-0"

12'-0"

25'-0"

PROJECT ADDRESS:

12'-0"

421 N HARBOR BLVD. SANTA ANA CA 92703

35'-0"

324'-3 1/4"

1

LEVEL 2

1

2

3

W-SEC. A A-5.1

4

5

6

7

8

9

11

13

1/8" = 1'-0"

SHEET TITLE:

---

WALL TYPE SYMBOL

KEYNOTE

K-1

ALL COUNTERTOP MATERIAL SHALL BE GRANITE SLAB @ 34" HIGH. (TYP. ALL UNITS)

K-2

ENERGY STAR APPLIANCES

K-3

PROVIDE MIN. 30" CLEAR WORK SPACE WITH REMOVABLE CABINET (SEE 11A-9D @ A-11.5)

K-4

ALL SINK BASE CABINETS SHALL BE REMOVABLE

S-1

EXIT DOOR 1 1/2 HOUR FIRE RATED

S-2

S-3

15

14

Section 20

PROVIDE AN APPROVED STAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR AND THE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THE FLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION. (1022.9) SEE A-0.5.3 S STAIR STRIPING - SEE A-6.1 & A-6.2

SYMBOL

S-4

S-5 S-6

KEYNOTE

FLAME SPREAD RATING OF PANELING MATERIALS ON THE WALLS OF ALL ROOMS AND ENCLOSED SPACES, CORRIDOR, LOBBY AND EXIT ENCLOSURE MUST BE CLASS "C" Section 21 ACCORDING TO TABLE 803.9 INTERIOR FINISH MATERIALS APPLIED TO WALL AND --CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803. APPLICATION OF SAID MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 803, 804, AND TABLE 803.9. HANDRAILS SHALL EXTEND A MINIMUM OF 12" BEYOND THE TOP NOSING AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING AND ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. (1120A.4.2.2 & 1120A.4.2.3) 3300 IBS. TRACTION ELEVATOR FROM SHINDLER ELEVATOR WITH 90 MIN FIRE RATED DOOR TEL: (818) 336-3000

S-7

20 MIN ELEVATOR SMOKE CURTAIN (TYP.) SEE A-10.3

S-8

24" x 84" AMBULANCE STRETCHER CLEAR

S-9

INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICE

S-10

90 MIN FIRE RATED TRASH CHUTE DOOR

SYMBOL 1

KEYNOTE

RAIN WATER PIPE TO RUN BETWEEN BALCONY FLOOR JOIST TO THE FACE OF EXTERIOR WALL AND CONNECT TO DOWN SPOUT

2

DROP THE DOWN SPOUT DRAIN TO THE FILTRATION PLANTER.

3

PLANTER

4

FIRE ALARM ANNUNCIATOR

5

PROVIDE 6" WIDE COPPER DRAIN IN PARAPET WALL

6

FLOW RATE FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH 4.303.1

MARK 2W4 2W4-2H 2W4-F 2W4-Sb ACM C8 C10 C10-a C10-b C10-c C18 CM CM-a M4 MW4-S

FUNCTION TYP. UNITS SEPERATION WALL TYP. UNITS SEPE. WALL@ STAIRCASE TYP. UNITS SEPERATION WALL (FURRING) UNITS SEPE. WITH FINISHING-WP METAL CLADDING WALL EXTRUSION TYP. CON. PARKING SEPERATION (2HR) TYP. CON. SEPERATION WALL (LB) CON. WALL WITH FINISHING (LB)-GP CON. WALL @ UNITS FOR LB CON. WALL WITH FINISHING (LB)-WS FOUNDATION & BEARING WALL PARKING STRU. LOW WALL EX. PLANTER WALL WITH FINISHING TRUSH SHAFT TRUSH SHAFT (LB)

LOCATION Interior Core-shaft Core-shaft Exterior Exterior Exterior Interior Exterior Core-shaft Exterior Foundation Exterior Exterior Core-shaft Core-shaft

WALL TYPE THK. 10 1/4" 1'-0" 1'-5 1/8" 5 5/8" 5" 8" 10" 1'-0" 1'-0" 1'-0" 1'-6" 6" 7 3/8" 5 1/4" 11 7/8"

RATING 1 2 1 1 1 2 2 2 2 2 3 2 2 2 2

MARK SC W4 W4-a W4-b W4-c W4-P W4-S W6 W6-a W6-b W6-c W6-R W6-Ra W6-Rc

FUNCTION RETAIL STOREFRONT TYP. UNITS-RM SEPE WALL UNITS&EX. SEPE. WALL WITH FINISHING-GP UNITS&EX. SEPE. WALL WITH FINISHING-WP UNITS&EX. SEPE. WALL WITH FINISHING-WS TYP. UNITS PLUMBING WALL UNITS-RM. SEPE&SHEAR WALL TYP. UNITS&EX. SEPE. WALL (LB) UNITS&EX. SEPE. WALL WITH FINISHING-GP UNITS&EX. SEPE. WALL WITH FINISHING-WP UNITS&EX. SEPE. WALL WITH FINISHING-WS TYP. STAIRCASE SEPERATION WALL (2HR) STAIRCASE SEPE. WALL WITH FINISHING-GP STAIRCASE SEPE. WALL WITH FINISHING-WS

LOCATION Exterior Interior Exterior Exterior Exterior Interior Interior Interior Exterior Exterior Exterior Interior Exterior Exterior

THK. 4 3/4" 5 3/4" 5 3/4" 5 3/4" 7 3/4" 5 3/4" 6 3/4" 7 3/4" 7 3/4" 7 3/4" 8" 9" 9"

RATING 2 45min. 1 1 1 1 1 45min. 1 1 1 2 2 2

LEVEL 2 PLAN

As indicated OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐1.2


1

2

2'

3'

A-4.2

37'-6"

4'

35'-0"

25'-3 3/8"

12'-0" O

12'-0" O

W6-a

---

35'-0"

12'-0"

W6-a

35'-0" R

24'-0"

8'

A-4.1

24'-0" 12'-0"

12'-0"

35'-0" R

O Section 10 24'-0"

W6-b

9'

70'-0"

R

W6-b

2

7' 309'-6"

24'-0"

Section 12

12'-0"

10'-8 1/2"

---

12'-3 1/2"

12'-0"

22'-8 1/2"

---

---

12'

35'-0"

Section 12

25'-0"

35'-0"

Section 11

24'-0" 24'-0"

W6-b

Q

11'

---

12'-0"

P

W6-b

10'

O

12'-0"

R

W6-a

12'-0"

R

W6-b

13'-0" 1 O

24'-0"

W6-b

A-6.2

2'-0"

W6-c

24'-0"

23'-2 5/8"

Section 19

O

5'

20

L3 08

2W4

12

UNIT 2C

Section 8

---

---

UNIT 2A

L3 R1 26

L3 R2 11

L3 R2 13

308 UNIT 1B

L3 R2 15

L3 R1 28

UNIT 1B

L3 R2 12

L3 R1 20

L3 R4 7

L3 R2 7

L3 R2 9

306

UNIT 2A

L3 R1 19

L3 R1 22

UNIT 2A

L3 R1 13 L3 R4 6

L3 R3 8

305

L3 R1 17

L3 R1 21

L3 R1 24

L3 R1 14

L3 R4 5

L3 R1 18

L3 R1 11

L3 R1 16

L3 R1 12

14

60

L3 05

11

60

60

L3 04

10

L3 03

8

L3 R1 2

44'-11 1/4"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

5'-0" -

JT

26'-4"

0'-6"

CORRIDOR-5

8'-6" 18'-6"

35'-0" 121'-10"

35'-0"

TYP. 4 STALLS 8'-6" 8'-6"

18'-0"

18'-0"

8'-6"

8'-6"

STL. PIPE BOLLARD .SEE DETAIL

F.F. 101.33

10" CONC. WALL

24'-6"

28'-0"

28'-0"

6'-1 3/4"

11'-6"

5'-5 1/8"

10'-0 1/8"

13'-10 3/8"

11'-6 3/8"

6'-3 3/4"

11'-8 5/8"

42" HIGH .6" WIDE CON. GUARD RAIL

42" HIGH .6" WIDE CON. GUARD RAIL

10" CONC. WALL

42" HIGH .6" WIDE CON. GUARD RAIL

P3

P4

P5

P6

---

L3 E2

2W4

W4-S

UNIT 2D

---

PA

62 4

CM

L3 R2 36

L3 R1 75

P8

JT

CM

2W4 L337R2

L3 R2 35

L3 R1 74

327 UNIT 2D

L3 R1 78

L3 R2 38

L3 R1 79

L3 R1 77

L3 R1 76 L3 R4 25

AIR CHAMBER JT

W6-b

326

S7

P7

W6-c

53

W6-c

W6-a

ELEVATOR 2

S6 S8 S9

E2

L3 27

52

SE

63

ELE. 2

---

P2

5'-2" L3 E2

42" HIGH .6" WIDE CON. GUARD RAIL ELEVATOR 2

Section 9

L3 26

C8 9'-10"

W6-a

L3 26

L3 R1 80 L3 R1 81 L3 R4 26 L3 27

51

54

F.F. 101.33

EXPANSION JOINT

CORRIDOR-2

F.F. 101.33

CORRIDOR-1

F.F. 101.33

EXIT

W6-R

W6

5'-0"

W6-R

S10

B

L3 T2 64

L3 R1 51 L3 R1 48

L3 R4 15

L3 R4 16

317

UNIT 2B

UNIT 1A

L3 R1 55

L3 R4 17

L3 R1 50

L3 R2 22

316

L3 R3 13

L3 R1 53

L3 R4 18 L3 R1 52

L3 R2 23

L3 R2 24

318

319

UNIT 1A

UNIT 1A

MW4-S

L3 R1 59

L3 R2 25

60

320

321

UNIT 1C

UNIT 1C

L3 R2 26

2W4

L3 R1 62 L3 R1 61

323

UNIT 2A

UNIT 1A

60

L3 R1 68 L3 R1 67

L3 R1 66

L3 R2 30

L3 R1 72

324

L3 R2 31

F.F. 106.50

L3 R1 70

10'-0"

325

W6-Rc L3 R2 33

UNIT 2A

UNIT 2A

2W4 2W4

2W4

WALL SEC. 2

S

W6-b

W6-b

S

W6-c AD

S

S

AD

S

49

W6-a

AD

S

AD

S

AD

S

W6-a

S

L3 25

W6-c AD

AD

46

W6-b AD

R 24'-0"

W6-b

P 1'-6"

23'-2"

10'-8 1/2"

23'-2"

W6-b O

12'-3 1/2"

12'-0"

12'-0"

35'-0"

W6-a

24'-0"

W6-b O

W6-a O

26'-0"

12'-0"

25'-0"

12'-0"

25'-0"

24'-0"

W6-a

O 26'-0"

25'-0"

12'-0"

W6-a

O

12'-0"

25'-0"

R

W6-a

24'-0"

O 12'-0"

324'-3 1/4"

24'-0"

R

12'-0"

35'-0"Section 17

420"

W6-b

O

36'-0"

25'-0"

W6-b

W6-b

P

O

36'-0"

12'-0"

25'-0"

No

W6-b

12'-0"

10'-0 1/2"

35'-0"

01

2'-0"

S

L3 23

---

W6-a

7'-0"

W6-c AD

42

47

W6-b

L3 21

40

43

31

W6-a AD

Section 17 L3 20

38 W6-a

W6-a

L3 16

7'-0"

A

W6-c

W6-c

L3 19

36

L3 22

L3 18

L3 24

2W4

34

9 A-6.2

2W4

A-5.1 L3 17

DN

2W4-2H

L3 R4 24 L3 R1 71

L3 R2 34

L3 R2 32

2W4 A-5.1

C4

L3 R1 73

L3 R4 23

L3 R1 64

322

L3 R2 28

60

W-SEC. A

1'-1 7/8"

S3 S5

50

L3 R1 69 L3 R4 22

L3 R2 29

48

60

60

L3 25

60

45

L3 R1 65

L3 R1 60

L3 R2 27

L3 24

60

60

60

L3 R4 21

L3 R1 58

60

44

L3 R1 63 L3 R4 20

L3 R1 56

STAIR 4

20'-4 5/8"

MW4-S

L3 23

60

41

L3 R4 19

L3 R1 54

2W4

W6-c

L3 R1 57

S1

17'-9 3/8"

A-4.1

L3 R1 46

27'-6"

27'-6"

1

L3 R1 47

60

39

L3 22

27'-6"

L3 R1 49

60

37

S.P

S2

UP L3 21

60

60

35

L3 20

60

33

L3 19

60

60

L3 18

60

32

60

W6-b

L3 17

60

L3 16

A-6.2

SD' 5'-0"

5'-0"

F.F. 101.28

2

W6-Rc

A W6-c

Date

AD

02/26/18

W4

AD

Revision Description

UP S3 S5

S1

W6-a

10" CONC. WALL

LOBBY-1

10'-0"

11'-8"

17'-6"

No

C10 3 A-6.1

JT

--32'-6"

JT

JT

-

10'-0 5/8"

13'-7 3/4"

Date

55 L3 C1

EXIT

P1

W6-c

17'-6"

P4

---

10'-0"

5'-0"

45'-0" W6-c 13'-7 3/4"

28'-10"

L3 15 L3 R3 12

W6-c

13'-10 3/8" W6-b

60

Q

C

JT

12

45'-0"

0'-5"

S.P

L3 R4 14

---

19'-9 3/8"

C8

C1

F.F. 101.33

A-6.1

WALL LEGEND 1/8" = 1'-0"

14'-1 3/4"

61

S6 S8 S9

11'-4"

30

JT

L3 R1 45

2HR LOADING BEARING SHAFT WALL Section 13

14'-8 1/4"

ELEVATOR 1

S2 L3 R1 42

2H SHAFT WALL

EV

STAIR 1

4

W6-a W6-a

CAST IRON ROOF DRAIN AND OVERFLOW (TYPICAL)

PB

9'-4"

S7

---

5

18" FOUNDATION WALL

90'-0"

---

UNIT 2B

O

2014-51R

P1

L3 E1

60

315

INTERIOR DOWN SPOUT

10

---

5'-7 3/4"

64

JT ELEVATOR 1

EXPANSION JOINT

22'-8"

Section 21

11'-0 1/8"

C8

L3 R1 43

29

13'-7 7/8"

28'-0"

Section 20

60

L4 C1

19'-6"

179'-1"

18'-3"

EQ L3 15

W6-a

28'-0"

C10

0'-8 1/4"

DP NO.

8" CONCRETE WALL

26'-4"

C8

L3 R1 44

W6-a

26'-4"

RAMP @ FIRST & SECOND. FLR.

3'-0" WIDE TRUNCATED SURFACE

8'-6"

F.F. 101.33

EXIT

2HR DOUBLE W4 PLUMBING WALL

AREA DRAIN

C10

L3 R2 21

S

H/C PATH OF TRAVEL

10" STRUCTURAL CONCRETE WALL

FLAT @ TYP. LEVEL.

17'-7 7/8"

EQ

2W4

2HR DOUBLE W4 WOOD STUD SEP.WALL

DS

18'-0"

0'-11 1/4"

WALL SECTION 3

DIRECTIONAL EXIT SIGN

EXTERIOR DOWN SPOUT

PC

0'-6"

60

5'-4 3/4"

W4 WOOD STUD PLUMBING WALL

SP.H SPRINKLER HEAD

17'-6"

18'-6"

18'-0"

---

W6 WOOD STUD WALL 2HR W6 WOOD STUD WALL

CLASS "I" STAND PIPE (PER 905.3.1)

S.P

-

W4 WOOD STUD WALL

60

27

8'-6"

TYP. 3 STALLS @ 8'-6"

W6-b

AD

8'-6"

26'-6"

CORRIDOR-3

24'-0"

BOLLARD TYP. 3'-0" O.C.

KEYNOTE

DOUBLE W4 WOOD STUD SEPERATION WALL

L3 14

28 L3 14

AD

12'-0"

CM

SYMBOL

2'-0"

314 27'-6"

18'-0"

CMU SEPERATION WALL

F.F. 101.33

A-5.2

12'-0"

18'-0"

18'-0"

17'-6"

CM

42" HIGH .6" WIDE CON. GUARD RAIL

6'-0"

---

TWO 6" GUARD RAIL

101.33

S

FOR EACH NEW DWELLING AND TOWNHOUSE, PROVIDE A LISTED RACEWAY THAT CAN ACCOMMODATE A DEDICATED 208/240 VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER), SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE”. (4.106.4.1)

23'-6"

L3 R1 41

LEVEL THREE: 55 PARKING STALLS (1 HANDICAP)

6" CMU WALL

0'-6"

UNIT 1B

P-4

60

L3 R1 40

WHEEL STOP; A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.

PD

17'-3"

W6-a W6-a

P-3

JT

L3 R4 13

0'-6"

0'-6"

L3 R2 20

8'-6"

8'-6"

60

2W4

10" CONC. WALL

SHEER WALL PER STRUCTURE

@ MAX. 10%

RAMP DW 8'-0"

W4

8'-6"

3'-0"

@ MAX. 20%

RAMP DW 19'-0"

35'-0"

24'-0"

W6-a

8'-6"

1'-0"

25 L3 R4 12

8'-6"

6" CMU WALL

L3 13 L3 R1 39

10" CONC. WALL

O

8'-6"

TWO 6" GUARD RAIL

60

O

8'-6"

18'-0"

60

L3 13

24'-0"

AD

26

UNIT 1B

8'-6"

P-3

17'-6"

12'-0"

8" CONC. WALL

8'-6"

@ MAX. 10%

S

10'-8 1/2"

8'-6"

TO F.E.E. 106.5 5'-0"

L3 12

W4-P

L3 R2 19

LONG TERM VERTICAL BICYCLE RACK 18" WIDE BY 4' LONG BY 6' HIGH MIN. (A MIN. HEADROOM OF 7' IS REQUIRED FOR VERTICAL BICYCLE RACKS) BICYCLE PARKING STALL SHALL PROVIDE A MEANS OF SECURING THE BICYCLE FRAME AT TWO POINTS TO A SECURELY ANCHORED RACK, EXCEPT IN THE CASE OF LOCKERS AND COMMERCIALLY OPERATED ATTENDED BICYCLE PARKING. INDIVIDUAL RACKS INSTALLED SIDE BY SIDE TO ONE ANOTHER WITHIN BICYCLE ROOMS OR BICYCLE CAGES THAT ALLOW BICYCLES TO BE LOCKED TO EITHER SIDE OF THE RACK SHALL BE SPACED A MINIMUM OF 30 INCHES ON CENTER.

5'-0"

60

RAMP UP 103'-6" @ MAX. 5%

24

RAMP UP 8'-0"

28'-6"

W6-b

W6-a

P-2

18'-0"

8'-6"

106.50

L3 R3 11

L3 R1 38

5'-0"

17'-0"

F.F. 101.33

-

60

313

INSTALL A MINIMUM 1-INCH (INSIDE DIAMETER) RACEWAY TO ACCOMMODATE A DEDICATED 208 - 240 VOLT BRANCH CIRCUIT. RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING SYSTEM INTO A LISTED CABINET ,BOX OR ENCLOSURE.

PE

56

TRENCH DRAIN

5'-0"

C2

P-1

---

S 2W4

58

KEYNOTE

101.33

L3 R1 37

L3 R4 11

SYMBOL

4'-8"

3'-0" WIDE TRUNCATED SURFACE 23'-10"

23

AD

16'-6"

UNIT 0A

A

9 A-6.1

TYP. 2 STALLS @ 8'-6"

L3 12

312

STAIR 2 C8

0'-6"

18'-0"

C8

S2

42" HIGH RAILING

L3 C2

L3 C2

L3 C2

0'-6" 0'-6"

PF

C3

S1

W6-Rc

ADA Accessible

60

8'-6"

DN

DN CM

22

8'-6"

2

CORRIDOR-4

W6-c

C8

C8

L3 11

2W4

24'-6"

L3 R4 10

L3 R2 17

W6-b

24'-0"

S1

10" CONC. WALL

106.50

210'-0"

F.F. 101.25

JT

57

JT

EXIT

JT

CM

18'-0"

10" CONC. WALL

S2 S1

S3 S5UP

18'-0"

18'-0"

---

8" WALL C8

W6-a W4

4

6 A-6.2

STAIR 3

CM

L3 R1 36

L3 01

2W4-F

S3UP S5

A-6.1

2'-0"

8" wall

8" WALL Section 10

60

35'-0"

16'-11"

8" WALL C8

8" WALL

18'-0"

21

W4-P

L3 02

W6

6

EXPANSION JOINT

W4

5

60

60

4

8" WALL

C8

L3 R1 34

F.F. 101.33

S.P

23'-6"

L3 R1 5 L3 R1 6

60

10'-0"

UNIT 1D

59

60

L3 06

5'-0"

0'-8 1/4"

0'-11 1/4"

AD

11'-6 7/8"

11'-6 7/8"

11'-6 7/8"

W4

L3 R1 35

UNIT 2A

28'-6 3/8"

L3 R1 4

L3 C3

15

60

16'-11"

18

60

L3 07

2W4-2H

S.P

S

311

12'-3 1/2"

L3 R2 4

L3 R4 2

60

60

L3 08

L3 R2 18

L3 R2 1

301

UNIT 2A

L3 R1 3

L3 R1 8

JT

L3 09

G

17'-0"

302

L3 R1 7 L3 R4 3

JT

19

2W4

L3 R1 33

35'-0"

L3 R1 10

L3 R4 4

L3 R1 15

UNIT 1B

L3 R2 6

JT

L3 10

60

60

F.F. 101.33

A-4.0

R

L3 R4 1

L3 R2 3

L3 R2 5

303

UNIT 2B

L3 R1 9

O

10'-0"

3

7

304

L3 R2 8

60

60

60

60

W6-b

O

W6-a

1

2W4

L3 R1 32

W6-a

D

L3 01

L3 R1 1

307

L3 R1 23 L3 R4 8

8" WALL

1

2W4

2W4

H

A-4.0

6

L3 C4

O

Section 8

L3 R1 27

L3 R1 31

L3 R3 9

A-5.2

W6-a

2W4

2W4

309 L3 R1 25

L3 R4 9

WALL SECTION 3

W6-b

‐ ‐ ‐ ‐ ‐

L3 R2 14

310

L3 R1 29

L3 11

AD

S

5'-0"

32'-6"

L3 R2 16

L3 R3 10

E

S

EQ

R

Q

W6-a

F

EQ

W6-a

L3 03

S

L3 R1 30

2

AD

---

-

S W6-a

16'-5 1/8"

L3 06

O

W6-b

W6-a

W6-c

2W4

1

A-4.2

2W4

Section 11

16

60

16'-6"

O

W6-b

AD

S

L3 02

L3 10

---

2W4

W6-b S

AD

S

L3 05

Section 19

W6-a

W6-b

L3 09

17

W6-b

AD

13

W6-c

AD

W6-b S

W6-c

L3 07

W6-c

AD

S

AD

S

L3 04

AD AD

9

AD

60

I

R 4'-0"

8'-11 1/2"

11'-1 1/4"

35'-0"

PROJECT NAME:

11'-1 1/4"

5th & Harbor

--Section 13 ---

1

2

3

4

Section 21 ---

5

WALL SEC. 2

6

Section 9 ---

7

Section 20 ---

8

9

11

13

14

15

A-5.1

1 SYMBOL

LEVEL 3

421 N HARBOR BLVD. SANTA ANA CA 92703

W-SEC. A

1/8" = 1'-0"

WALL TYPE

A-5.1

KEYNOTE

K-1

ALL COUNTERTOP MATERIAL SHALL BE GRANITE SLAB @ 34" HIGH. (TYP. ALL UNITS)

K-2

ENERGY STAR APPLIANCES

K-3

PROVIDE MIN. 30" CLEAR WORK SPACE WITH REMOVABLE CABINET (SEE 11A-9D @ A-11.5)

K-4

ALL SINK BASE CABINETS SHALL BE REMOVABLE

S-1

EXIT DOOR 1 1/2 HOUR FIRE RATED

S-2

PROVIDE AN APPROVED STAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR AND THE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THE FLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION. (1022.9) SEE A-0.5.3 S

S-3

PROJECT ADDRESS:

STAIR STRIPING - SEE A-6.1 & A-6.2

SYMBOL S-4

S-5 S-6

KEYNOTE FLAME SPREAD RATING OF PANELING MATERIALS ON THE WALLS OF ALL ROOMS AND ENCLOSED SPACES, CORRIDOR, LOBBY AND EXIT ENCLOSURE MUST BE CLASS "C" ACCORDING TO TABLE 803.9 INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803. APPLICATION OF SAID MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 803, 804, AND TABLE 803.9. HANDRAILS SHALL EXTEND A MINIMUM OF 12" BEYOND THE TOP NOSING AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING AND ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. (1120A.4.2.2 & 1120A.4.2.3) 3300 IBS. TRACTION ELEVATOR FROM SHINDLER ELEVATOR WITH 90 MIN FIRE RATED DOOR TEL: (818) 336-3000

S-7

20 MIN ELEVATOR SMOKE CURTAIN (TYP.) SEE A-10.3

S-8

24" x 84" AMBULANCE STRETCHER CLEAR

S-9

INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICE

S-10

90 MIN FIRE RATED TRASH CHUTE DOOR

SYMBOL

KEYNOTE

1

RAIN WATER PIPE TO RUN BETWEEN BALCONY FLOOR JOIST TO THE FACE OF EXTERIOR WALL AND CONNECT TO DOWN SPOUT

2

DROP THE DOWN SPOUT DRAIN TO THE FILTRATION PLANTER.

3

PLANTER

4

FIRE ALARM ANNUNCIATOR

5

PROVIDE 6" WIDE COPPER DRAIN IN PARAPET WALL

6

FLOW RATE FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH 4.303.1

MARK 2W4 2W4-2H 2W4-F 2W4-Sb ACM C8 C10 C10-a C10-b C10-c C18 CM CM-a M4 MW4-S

FUNCTION TYP. UNITS SEPERATION WALL TYP. UNITS SEPE. WALL@ STAIRCASE TYP. UNITS SEPERATION WALL (FURRING) UNITS SEPE. WITH FINISHING-WP METAL CLADDING WALL EXTRUSION TYP. CON. PARKING SEPERATION (2HR) TYP. CON. SEPERATION WALL (LB) CON. WALL WITH FINISHING (LB)-GP CON. WALL @ UNITS FOR LB CON. WALL WITH FINISHING (LB)-WS FOUNDATION & BEARING WALL PARKING STRU. LOW WALL EX. PLANTER WALL WITH FINISHING TRUSH SHAFT TRUSH SHAFT (LB)

LOCATION Interior Core-shaft Core-shaft Exterior Exterior Exterior Interior Exterior Core-shaft Exterior Foundation Exterior Exterior Core-shaft Core-shaft

WALL TYPE THK. 10 1/4" 1'-0" 1'-5 1/8" 5 5/8" 5" 8" 10" 1'-0" 1'-0" 1'-0" 1'-6" 6" 7 3/8" 5 1/4" 11 7/8"

RATING 1 2 1 1 1 2 2 2 2 2 3 2 2 2 2

MARK SC W4 W4-a W4-b W4-c W4-P W4-S W6 W6-a W6-b W6-c W6-R W6-Ra W6-Rc

FUNCTION RETAIL STOREFRONT TYP. UNITS-RM SEPE WALL UNITS&EX. SEPE. WALL WITH FINISHING-GP UNITS&EX. SEPE. WALL WITH FINISHING-WP UNITS&EX. SEPE. WALL WITH FINISHING-WS TYP. UNITS PLUMBING WALL UNITS-RM. SEPE&SHEAR WALL TYP. UNITS&EX. SEPE. WALL (LB) UNITS&EX. SEPE. WALL WITH FINISHING-GP UNITS&EX. SEPE. WALL WITH FINISHING-WP UNITS&EX. SEPE. WALL WITH FINISHING-WS TYP. STAIRCASE SEPERATION WALL (2HR) STAIRCASE SEPE. WALL WITH FINISHING-GP STAIRCASE SEPE. WALL WITH FINISHING-WS

LOCATION Exterior Interior Exterior Exterior Exterior Interior Interior Interior Exterior Exterior Exterior Interior Exterior Exterior

SHEET TITLE:

THK. 4 3/4" 5 3/4" 5 3/4" 5 3/4" 7 3/4" 5 3/4" 6 3/4" 7 3/4" 7 3/4" 7 3/4" 8" 9" 9"

RATING 2 45min. 1 1 1 1 1 45min. 1 1 1 2 2 2

LEVEL 3 PLAN

As indicated OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐1.3


2

2

1

2'

37'-6"

3'

A-4.2 35'-0"

4'

24'-0"

5'

35'-0"

7'

8'

A-4.1

309'-6"

24'-0"

9'

70'-0"

10'

24'-0"

Section 12

6'-9"

12'-0"

11'-1 3/4"

O

23'-2 5/8"

Section 197/8" 5'-6

7'-8 3/8"

9'-10 7/8"

O

12'-0"

13'-4"

O

W6-a

--12'-0"

10'-2 7/8"

W6-a

35'-0"

6'-3 1/8"

O

7'-11 1/8"

5'-10 3/4"

24'-0"

5'-7 7/8"

12'-0" 9'-8 1/2"

R

W6-a

12'-0"

13'-4 1/4"

O

10'-7 1/8"

35'-0"

5'-10 3/4"

7'-5 1/4"

6'-4 5/8"

O

5'-7 7/8"

Section 10 24'-0"

W6-a

12'-0" 9'-2 1/2"

R

P

4'-1 5/8"

10'-8 1/2"

9'-8 3/8"

12'-3 1/2"

11'-10 1/2"

8'-11 1/2"

W6-b

12'-0" ---

3'-6 7/8"

22'-8 1/2"

12'-0"

10'-7 3/8"

24'-0"

35'-0"

---

Section 11 5'-10 1/4" ---

10'-7 3/4"

W6-b

Q

---

Section 12

7'-5"

12'-0"

11'-11 1/4"

O

9'-9 5/8"

R

W6-a

W6-a

L4 10

20

L4 08

O

L4 06

9

W6-a

12

AD

---

W6-a

L4 03

EQ

R

AD

S

W6-b

W6-a

3

W6-b

Section 11

W6-c

AD

6'-5 1/2"

6

2W4

EQ

L4 01

W6-a

1

R

2W4

1

2W4

A-4.2

2W4

AD

S

5'-8"

24'-0"

W6-a

L4 04

W6-b

16

R

Q

32'-6"

W6-a

W6-a

Section 8

Section 8

---

---

410

409

408

UNIT 2C

UNIT 2A

UNIT 1B

407 UNIT 2A W4

2W4

2W4

2W4

406

405

404

403

UNIT 1B

UNIT 2A

UNIT 2B

UNIT 1B

402

401

UNIT 2A

UNIT 1D

2W4-2H S3 S5

L4 10

60

19

L4 09

60

60

L4 08

18

60

L4 07

15

60

60

60

L4 06

14

60

L4 05

11

60

60

L4 04

10

60

60

60

60

60

O 60

16'-6"

2W4

S

AD

13

W6-b

---

16'-5 1/8"

W6-a

W6-b S

L4 05

Section 19

AD

L4 09

17

W6-b

S

AD

W6-b S

W6-c

L4 07

S

AD

7'-0"

S W6-c

W6-c

AD

S

10'-9 7/8"

13'-0" 1 8'-4 1/4" O A-6.2

L4 02

AD

7

AD

60

I

12'-0"

13'-4"

O

2'-0"

W6-c

12'-0"

12'

25'-0"

2'-0"

18'-6 1/2"

11'

35'-0"

60

L4 03

8

60

60

L4 02

5

11 A-6.2

2W4-F L4 01

4

2

1'-5 1/8"

H

8" WALL

8" wall

8" WALL

57

8'-6"

W6-a W4

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

L4 C2

0'-6"

P-3

WHEEL STOP; A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.

P-4

FOR EACH NEW DWELLING AND TOWNHOUSE, PROVIDE A LISTED RACEWAY THAT CAN ACCOMMODATE A DEDICATED 208/240 VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NOMINAL 1-INCH INSIDE DIAMETER), SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE”. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE”. (4.106.4.1)

JT

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

EXTERIOR DOWN SPOUT

PC

25

INTERIOR DOWN SPOUT

18" FOUNDATION WALL

CAST IRON ROOF DRAIN AND OVERFLOW (TYPICAL)

2H SHAFT WALL 2HR LOADING BEARING SHAFT WALL

AREA DRAIN

Section 13

WALL LEGEND 1/8" = 1'-0"

S

30 L4 15

F.F. 111.67

C1

55

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

8'-6"

4 A-6.1

42" HIGH .6" WIDE CON. GUARD RAIL

42" HIGH .6" WIDE CON. GUARD RAIL

42" HIGH .6" WIDE CON. GUARD RAIL

P3

P4

10'-0"

10'-0"

P2

P5

P6

Section 9 ---

26'-4" L4 E2

63

11'-6"

L4 E2

10'-0 1/8"

W6-c 52

L4 27

W6-b

6'-3 3/4"

W6-a

SE W6-c

53

W6-c

2W4

427

UNIT 2D

---

UNIT 2D

PA

S7

P7

AIR CHAMBER

C8

4

CM

2

P8

L4 27

51

W6-Rc

54

JT

L4 26

A-6.2

SD'

F.F. 111.67

EXPANSION JOINT

CORRIDOR-2

F.F. 111.67

W4-P

F.F. 111.67

5'-0"

W6-c

W6-R

5'-0"

F.F. 111.55

5'-0"

A W4-P

11'-8 5/8"

2W4

ELEVATOR 2

62

13'-10 3/8"

11'-6 3/8"

AD

W6-b

W6-a

5'-5 1/8"

17'-6"

AD

W6-a

LOBBY-1 CM

10'-0"

6'-1 3/4"

13'-7 3/4"

426

S6 S8 S9

E2

---

JT

W6-c

JT

--32'-6"

JT

C

JT

-

W4

5'-2"

ELE. 2

ELEVATOR 2

---

P1

11'-8"

L4 26

C8 9'-10"

-

W6-c

10'-0 5/8"

13'-7 3/4"

CM

C8

S1

17'-6"

8'-6"

L4 C1

EXIT

JT

8'-6"

S.P

A-6.1

8'-6"

P4

S3 S5

S2

10'-8 1/2"

8'-6"

---

STAIRDN 1

4

W6-a

10'-0"

C8

5'-7 3/4"

45'-0"

5'-0"

JT

45'-0"

PB EV

ELEVATOR 1

E1

12

23'-6"

61

S6 S8 S9

90'-0"

10 13'-10 3/8"

P1

S7

5

---

---

60

65

9'-4"

60

UNIT 2B

R

3'-0" WIDE TRUNCATED SURFACE

---

C8

60

23'-1"

5'-0"

L4 C1

EXPANSION --JOINT

W6-a

28'-0"

Section 21

11'-11 1/8"

11'-4"

12'-3 1/2"

O

19'-6"

179'-1"

13'-7 7/8"

EXIT

JT ELEVATOR 1

415

28'-0"

Section 20

ELE. 1

29

W6-a

28'-0"

C10

0'-8 1/4"

AD

L4 15

28'-0" F.F. 111.67

0'-11 1/4"

W6-a

24'-6"

C8

L4 E1

12'-0"

S

RAMP @ FIRST& SECOND FLR. ONLY

60

W6-c 2W4

35'-0"

0'-11 1/4"

17'-3"

5'-4 3/4"

0'-0"

27'-6"

JT

A-5.2

5'-0"

A-4.0

17'-7 7/8"

A-5.2

18'-0"

WALL SECTION 3

CORRIDOR-3

1 24'-0"

WALL SECTION 3

‐ ‐ ‐ ‐ ‐

10" STRUCTURAL CONCRETE WALL

8'-6"

FLAT @ TYP. LEVEL.

111.67

UNIT 1B

8" CONCRETE WALL

DS

111.67

60

12'-0"

414

2014-51R

CMU SEPERATION WALL

L4 13

26 L4 13

AD

121'-10"

STL. PIPE BOLLARD .SEE DETAIL

CORRIDOR-1

S1

STAIR 4 C4

S10

L4 22

41

L4 23

44

L4 24

45

L4 25

48

50

20'-4 5/8"

L4 21

60

60

60

5'-9 1/2" MW4-S

60

60

60

M4 60

60

MW4-S

60

60

37 60

60

L4 19

35

60

60

L4 18

33 60

60

W6-b

L4 17

32

60

L4 16

DN

MW4-S L4 20 39

6'-6 7/8"

B

S.P

S2

02/26/18

8'-6"

Date

8'-6"

Revision Description

8'-6"

DP NO.

No

8'-6"

2HR DOUBLE W4 PLUMBING WALL

Date

8'-6"

---

W6-a

CORRIDOR-5

8'-6"

18'-0"

8'-6"

H/C PATH OF TRAVEL

28'-10"

W6-a

8'-6"

2HR DOUBLE W4 WOOD STUD SEP.WALL

60

-

8'-6"

DIRECTIONAL EXIT SIGN

L4 C4

2'-0"

W4 WOOD STUD PLUMBING WALL

EXIT

5'-0"

W6 WOOD STUD WALL 2HR W6 WOOD STUD WALL

CLASS "I" STAND PIPE (PER 905.3.1)

DOUBLE W4 WOOD STUD SEPERATION WALL

8'-6"

O

@ MAX. 10%

RAMP DN 8'-0"

60

2W4

17'-6"

24'-0"

C8

W4 WOOD STUD WALL

SP.H SPRINKLER HEAD

---

BOLLARD TYP. 3'-0" O.C.

24'-7"

KEYNOTE

S.P

-

6" CMU WALL

W6-a

SYMBOL

29'-6"

8'-6" 8'-6"

F.F. 111.67

0'-9"

35'-0"

@ MAX. 20%

RAMP DN 19'-0"

35'-0" 60

O

TWO 6" GUARD RAIL

42" HIGH .6" WIDE CON. GUARD RAIL

35'-0"

28

TWO 6" GUARD RAIL

L4 14

L4 14

LEVEL LEVEL FOUR: 4: 4444 PARKING STALLS

6" CMU WALL

24'-7"

W6-a

P-3

8'-6"

UNIT 1B

27

AD

24'-0"

60

413

PD

8'-6"

12'-0"

8" CONC. WALL

17'-6"

S

@ MAX. 10%

W6-c

RAMP DN 8'-0"

2'-0"

5'-0"

2W4

5'-0"

8'-6"

106.50

6'-0"

L4 12

60

-

26'-4"

8'-6"

8'-6"

TRENCH DRAIN

---

UNIT 0A

S

D

59

LONG TERM VERTICAL BICYCLE RACK 18" WIDE BY 4' LONG BY 6' HIGH MIN. (A MIN. HEADROOM OF 7' IS REQUIRED FOR VERTICAL BICYCLE RACKS) BICYCLE PARKING STALL SHALL PROVIDE A MEANS OF SECURING THE BICYCLE FRAME AT TWO POINTS TO A SECURELY ANCHORED RACK, EXCEPT IN THE CASE OF LOCKERS AND COMMERCIALLY OPERATED ATTENDED BICYCLE PARKING. INDIVIDUAL RACKS INSTALLED SIDE BY SIDE TO ONE ANOTHER WITHIN BICYCLE ROOMS OR BICYCLE CAGES THAT ALLOW BICYCLES TO BE LOCKED TO EITHER SIDE OF THE RACK SHALL BE SPACED A MINIMUM OF 30 INCHES ON CENTER.

23

60 16'-6"

RAMP DN 103'-6" @ MAX. 5%

-

412 28'-6"

TO F.E.E. 106.5

25'-4"

24 L4 12

AD

W6-c 17'-0"

P-2 18'-0"

3'-0" WIDE TRUNCATED SURFACE

106.50

24'-0"

INSTALL A MINIMUM 1-INCH (INSIDE DIAMETER) RACEWAY TO ACCOMMODATE A DEDICATED 208 - 240 VOLT BRANCH CIRCUIT. RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING SYSTEM INTO A LISTED CABINET ,BOX OR ENCLOSURE.

C8

8'-6"

2W4

G

210'-0"

P-1

PE

56

CM

60

A-4.0

C2

KEYNOTE

18'-0"

24'-6" O

58

8'-6"

23'-6"

L4 11

8'-6"

S.P

8'-6"

L4 C2

S3 S5

SYMBOL

5'-0"

22

O

E

JT

JT

CM

STAIR 2

A

10 A-6.1

16'-11"

42" HIGH .6" WIDE CON. GUARD RAIL

42" HIGH RAILING

CM

C8

18'-0"

18'-0"

---

10" CONC. WALL

60

UNIT 2A

18'-0"

35'-0"

Section 10

8" WALL

S2

W6-Rc

8" WALL DN

411

C3

S1

C8

21

W6-a

F

PF

S2 S1

L4 C2

EXIT

8" WALL

JT

JT

JT

JT

8" WALL

2

CORRIDOR-4

4

S

L4 11

F.F. 111.58

W6-c

A-6.1

L4 C3

W6

EXIT

6

EXPANSION JOINT

F.F. 111.67

W4

2W4

11'-6 7/8"

11'-6 7/8"

F.F. 111.67

W6-c

S.P

AD

DN

STAIR 3

60

60

MW4-S

10 A-6.2

60

416

417

418

419

420

421

422

423

424

UNIT 2B

UNIT 1A

UNIT 1A

UNIT 1A

UNIT 1C

UNIT 1C

UNIT 2A

UNIT 1A

UNIT 2A

2W4

UNIT 2A

2W4

4'-1 7/8"

2W4

2W4

1'-1 1/2"

2W4

19'-9 3/8"

2W4

W-SEC. A A-5.1

W6-Rc

2W4

W6-c 1'-1 7/8"

425

Section 17

S

S

L4 23

W6-c

W6-b

W6-b

AD

S

AD

46 2'-2 3/4"

W6-c AD

S

S

AD

S

AD

S

AD

49

W6-a

47

---

S

AD

S

W6-a

W6-a

S

L4 25

W6-c

42

43

W6-b

L4 21

40

L4 24

L4 20

WALL SEC. 2

W6-a A-5.1 AD

AD

38

L4 22

W6-a W6-a

L4 19

36

7'-0"

A

W6-c

L4 16

7'-0"

SB W6-c

L4 18

34

31

L4 17

W6-b AD

19'-11"

W6-b 1'-6"

23'-2"

10'-8 1/2"

P

12'-3 1/2"

24'-0" 12'-0"

W-SEC.W6-b A 12'-0"

A-5.1

W6-b O

W6-a

24'-0"

W6-b

W6-a

O

O

26'-0"

12'-0"

24'-0"

W6-a

O

12'-0"

26'-0"

12'-0"

W6-a

O

12'-0"

R

W6-a

W6-b

24'-0" O

W6-b O

36'-0"

12'-0"

R

12'-0"

W6-b

24'-0" P

O

36'-0"

12'-0"

No

R

12'-0"

10'-0 1/2"

01

2W4

10'-0" 32'-6"

60

27'-6"

A-4.1

27'-6"

1

27'-6"

S3 S5

R 8'-11 1/2"

PROJECT NAME:

23'-2"

35'-0"

25'-0"

25'-0"

25'-0"

25'-0"

WALL SEC. 2

25'-0"

35'-0"Section 17

324'-3 1/4"

A-5.1

25'-0"

35'-0"

35'-0"

11'-1 1/4"

5th & Harbor

---

Section 9 Section 13 -----

1

1

2

3

4

5

6

7

8

9

11

13

421 N HARBOR BLVD. SANTA ANA CA 92703

1/8" = 1'-0"

SYMBOL

KEYNOTE

SYMBOL

KEYNOTE

SYMBOL

ALL COUNTERTOP MATERIAL SHALL BE GRANITE SLAB @ 34" HIGH. (TYP. ALL UNITS)

K-2

ENERGY STAR APPLIANCES

K-3

PROVIDE MIN. 30" CLEAR WORK SPACE WITH REMOVABLE CABINET (SEE 11A-9D @ A-11.5)

K-4

ALL SINK BASE CABINETS SHALL BE REMOVABLE

S-1

EXIT DOOR 1 1/2 HOUR FIRE RATED PROVIDE AN APPROVED STAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR AND THE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THE FLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION. (1022.9) SEE A-0.5.3 S STAIR STRIPING - SEE A-6.1 & A-6.2

S-4

S-5 S-6

FLAME SPREAD RATING OF PANELING MATERIALS ON THE WALLS OF ALL ROOMS AND --ENCLOSED SPACES, CORRIDOR, LOBBY AND EXIT ENCLOSURE MUST BE CLASS "C" ACCORDING TO TABLE 803.9 INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803. APPLICATION OF SAID MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 803, 804, AND TABLE 803.9. HANDRAILS SHALL EXTEND A MINIMUM OF 12" BEYOND THE TOP NOSING AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING AND ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. (1120A.4.2.2 & 1120A.4.2.3) 3300 IBS. TRACTION ELEVATOR FROM SHINDLER ELEVATOR WITH 90 MIN FIRE RATED DOOR TEL: (818) 336-3000

S-7

20 MIN ELEVATOR SMOKE CURTAIN (TYP.) SEE A-10.3

S-8

24" x 84" AMBULANCE STRETCHER CLEAR

S-9

INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICE

S-10

90 MIN FIRE RATED TRASH CHUTE DOOR

MARK

KEYNOTE

Section 21

K-1

S-3

PROJECT ADDRESS:

15

LEVEL 4 WALL TYPE

S-2

14

Section 20

1

RAIN WATER PIPE TO RUN BETWEEN BALCONY FLOOR JOIST TO THE FACE OF --EXTERIOR WALL AND CONNECT TO DOWN SPOUT

2

DROP THE DOWN SPOUT DRAIN TO THE FILTRATION PLANTER.

3

PLANTER

4

FIRE ALARM ANNUNCIATOR

5

PROVIDE 6" WIDE COPPER DRAIN IN PARAPET WALL

6

FLOW RATE FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH 4.303.1

2W4 2W4-2H 2W4-F 2W4-Sb ACM C8 C10 C10-a C10-b C10-c C18 CM CM-a M4 MW4-S

FUNCTION TYP. UNITS SEPERATION WALL TYP. UNITS SEPE. WALL@ STAIRCASE TYP. UNITS SEPERATION WALL (FURRING) UNITS SEPE. WITH FINISHING-WP METAL CLADDING WALL EXTRUSION TYP. CON. PARKING SEPERATION (2HR) TYP. CON. SEPERATION WALL (LB) CON. WALL WITH FINISHING (LB)-GP CON. WALL @ UNITS FOR LB CON. WALL WITH FINISHING (LB)-WS FOUNDATION & BEARING WALL PARKING STRU. LOW WALL EX. PLANTER WALL WITH FINISHING TRUSH SHAFT TRUSH SHAFT (LB)

LOCATION Interior Core-shaft Core-shaft Exterior Exterior Exterior Interior Exterior Core-shaft Exterior Foundation Exterior Exterior Core-shaft Core-shaft

SHEET TITLE:

WALL TYPE THK. 10 1/4" 1'-0" 1'-5 1/8" 5 5/8" 5" 8" 10" 1'-0" 1'-0" 1'-0" 1'-6" 6" 7 3/8" 5 1/4" 11 7/8"

RATING 1 2 1 1 1 2 2 2 2 2 3 2 2 2 2

MARK SC W4 W4-a W4-b W4-c W4-P W4-S W6 W6-a W6-b W6-c W6-R W6-Ra W6-Rc

FUNCTION RETAIL STOREFRONT TYP. UNITS-RM SEPE WALL UNITS&EX. SEPE. WALL WITH FINISHING-GP UNITS&EX. SEPE. WALL WITH FINISHING-WP UNITS&EX. SEPE. WALL WITH FINISHING-WS TYP. UNITS PLUMBING WALL UNITS-RM. SEPE&SHEAR WALL TYP. UNITS&EX. SEPE. WALL (LB) UNITS&EX. SEPE. WALL WITH FINISHING-GP UNITS&EX. SEPE. WALL WITH FINISHING-WP UNITS&EX. SEPE. WALL WITH FINISHING-WS TYP. STAIRCASE SEPERATION WALL (2HR) STAIRCASE SEPE. WALL WITH FINISHING-GP STAIRCASE SEPE. WALL WITH FINISHING-WS

LOCATION Exterior Interior Exterior Exterior Exterior Interior Interior Interior Exterior Exterior Exterior Interior Exterior Exterior

THK. 4 3/4" 5 3/4" 5 3/4" 5 3/4" 7 3/4" 5 3/4" 6 3/4" 7 3/4" 7 3/4" 7 3/4" 8" 9" 9"

RATING 2 45min. 1 1 1 1 1 45min. 1 1 1 2 2 2

LEVEL 4 PLAN

As indicated OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐1.4


MAX 8'-0" SETBACK

"/ /64 17

0'-0"

29/32" / 12"

11/16" / 12"

11/16" / 12"

DS

DS

12" 0'-0" 2" / 9/3

0'-0"

9/3

2"

" / 12

SCREEN AROUND MECHANICAL EQUIPMENT, SHOULD BE PAINTED TO MATCH THE COLOR OF THE BUILDING

7/32" / 12"

DS

DS

0'-4 1/8"

0'-0"

7/32" / 12"

5/ 16 "/

12 "

12 0'-0" "

21/64" / 12"

13/3 2" / 1 2"

DS 17/64" / 12"

/1 2"

12 "

23 /6 4"

0'-4 1/8"

17 /64 "/

0'-8 1/8"

1/4" / 12"

1/4" / 12"

" / 12

"/

4" 19/6

" / 12

11/64" / 12"

4" 23/6

5/ 16

DS

21/6 4" / 1 2"

0'-0"

DS

12"

" 12

21/6 4" / 1 2"

8'-0" SETBACK 13/32 " / 12"

0'-0"

19/6 4" /

/ 12"

11/64" / 12"

0'-4 1/8"

1 41/64"

0'-4 1/8"

" 1 9/64" / 12

1/2" / 12"

0'-4 1/8"

1/ 4" /

12 "

7/32" / 12" 2"

20'-7 1/8"

JT

5/32" / 12"

5/32" / 12"

5/32" / 12"

JT

JT

JT

0'-8 1/8"

21 /64 "/

12 "

DS

21/64" / 12"

25

/64 "/

12 "

JT

JT

JT

0'-8 1/8"

JT

0'-8 1/8"

5/32" / 12"

5/32" / 12"

0'-8 1/8"

5/32" / 12"

17/64" / 12"

17/64" / 12"

5/32" / 12"

5/32" / 12"

1/ 4" /

12 "

1'-0"

5/ 16 "/

12 "

17/64" / 12"

9/3

" / 12

21/64" / 12"

23/64" / 12"

9/64" / 12"

0'-4 1/8"

0'-4 1/8"

ROOFING MATERIAL BUILT-UP ROOFING SHALL BE :CLASS "A" UL LISTED "DERBIGUM AMERICAS INC," (ESR-1212) DERBIBRITE BUILT-UP AND MODIFIED BITUMEN SHEET ROOFING SEE SHEET A-10.2 FOR INSTALLATION DETAILS AND SPECS

EXIT 3/8" / 12"

5/32" / 12"

0'-0"

/ 12"

1'-0"

3/1

TO F.E.E. 106.5

6"

5/32" / 12"

‐ ‐ ‐ ‐ ‐

BALCONY WATERPROOFING

DS

33/64"

DEX-O-TEX WEATHERWEAR ROOF DECK COVERING

/1

RAMP DN 103'-6" @ MAX. 5%

2"

"CROSSFIELD PRODUCTS CORP." (ESR-1757)

8'-0" SETBACK

@ MAX. 10%

1. ROOFING ASSEMBLY SHALL BE TESTED BY AN APPROVED TESTING AGENCY. 2. ROOFING MATERIAL SHALL HAVE AN SRI VALUE OF AT LEAST 0.75 OR BOTH A 3-YEAR SOLAR RELECTANCE OF AT LEAST 0.63 AND A THERMAL EMITTANCE OF AT LEAST 0.75. (SEE TEST RESULTS FROM COOL ROOF RATING COUNCIL) 3. BRASS, COPPER OR STAINLESS STEEL NAILS MUST BE USED FOR THE INSTALLATION OF ROOF TILES.

MAX 8'-0" SETBACK

4. WATERPROOFING AND ROOFING MATERIALS MAY BE SUBSTITUTED BY EAUAL PRODUCTS SUBJECT TO THE ARCHITECTS REVIEW AND APPROVAL.

0'-0"

12 "

DP NO.

2014-51R

6. ALL ROOF RUNOFF TO DRAIN TO PLANTERS.

2"

21/64" / 12"

DS

25/ 64" /1

@ MAX. 10%

15

/64 "/

12 "

RAMP DN 8'-0"

11/64" / 12"

7/ 32 "/

-

0'-8 1/8"

NOTES:

@ MAX. 20%

0'-4 5/8"

RAMP DN 19'-0"

1'-0"

RAMP DN 8'-0"

INSTALLATION OF THE DEX-O-TEX WEATHERWEAR MUST BE IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, THE APPLICABLE CODE AND THE ICC-ES EVALUATION REPORT. (SEE A-10.2)

21/64" / 12"

0'-4"

Date

EXIT

DS EXIT

3/8" / 12"

12 "

15/32" / 12"

AIR CHAMBER

17/64" / 12"

1/4" / 12" 5/32" / 12"

JT

JT

JT 17/64" / 12"

5/32" / 12"

0'-8 1/4" 5/32" / 12"

0'-8 1/4"

0'-8 1/4"

Date

0'-8 1/4"

5/32" / 12"

"/ /64 17

5/32" / 12"

5/32" / 12"

0'-8 1/4"

1/4" / 12"

JT

JT JT

JT

0'-8 1/8"

No

JT

6" /

0'-8 1/4"

5'-6 3/8"

" 12

21/64" / 12"

29/64" / 12" 21/64" / 12"

02/26/18

12"

23/64" / 12"

3/8" /

5/1

DS

0'-4 1/8"

0'-0"

2" 7/16" / 1

12 "

3/8" / 12"

1/4" / 12"

6" /

3/8" / 12"

3/16" / 12"

7/16" / 1

5/1

JT JT

0'-8 1/4"

Revision Description

3/16" / 12"

23/64" / 12"

1 3/64" / 12"

23/64" / 12"

11/64" / 12"

0'-0"

0'-4 1/8"

5/32" / 12"

3/8" / 12"

0'-0"

0'-8 1/4"

5/32" / 12"

JT

2"

27/64" / 12"

DS

2"

1 1/32" / 12"

/1 64" 25/

CONDENSING UNITS

15/32" / 12"

5/16" / 12"

0'-6"

MIN.5'-0" SETBACK SCREEN AROUND MECHANICAL EQUIPMENT, SHOULD BE PAINTED TO MATCH THE COLOR OF THE BUILDING

23/64" / 12"

0'-4 1/8"

21/64" / 12"

21/64" / 12"

2"

23/64" / 12"

0'-4 1/8"

0'-8 1/4"

DS

DS

"/ /64 15

19/ 64" /

" 12

DS 1/4" / 12"

12"

0'-4 1/2"

17/64" / 12"

0'-6"

No

2"

2"

21/3 2" / 12"

DS

0'-0"

0'-4 1/8"

01

15/32" / 12"

23/6 4" / 1

15/32" / 12"

0'-8 1/4"

" 43/64" / 12

1 6" /

0'-4 1/2"

29/64" / 12"

1 4" / 45/6

DS

" " / 12 23/64

DS

29/64" / 12"

23/64" / 12"

11/64" / 12"

11/64" / 12" 9/1

DS

0'-0"

45/6 4" / 12"

11/32" / 12"

23/64" / 12"

0'-0"

17/64" / 12"

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

5/16" / 12"

21/64" / 12"

1/2" / 12"

11/32 " / 12 "

5/16" / 12"

2"

23 /64 "/

21/64" / 12"

1 4" / 23/6

0'-0"

2" 4" / 1 21/6

/ 12"

0'-4 1/8"

2"

" 12

7/64"

/1 32" 13/

"/ /64 17

0'-0"

12 "

17/64" / 12"

0'-0"

PROJECT NAME:

5th & Harbor 1/8" = 1'-0"

ROOF LEGENDS DS

DOWNSPOUTS ROOF LADDER ROOF WALKING PAD SCREEN

SYMBOL

KEYNOTE

K-1

ALL COUNTERTOP MATERIAL SHALL BE GRANITE SLAB @ 34" HIGH. (TYP. ALL UNITS)

K-2

ENERGY STAR APPLIANCES

K-3

PROVIDE MIN. 30" CLEAR WORK SPACE WITH REMOVABLE CABINET (SEE 11A-9D @ A-11.5)

K-4

ALL SINK BASE CABINETS SHALL BE REMOVABLE

S-1

EXIT DOOR 1 1/2 HOUR FIRE RATED

S-2

PROVIDE AN APPROVED STAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR AND THE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THE FLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION. (1022.9) SEE A-0.5.3 S

MECHANICAL UNITS S-3

STAIR STRIPING - SEE A-6.1 & A-6.2

SYMBOL

S-4

S-5 S-6

PROJECT ADDRESS:

MAX 8'-0" SETBACK

LEVEL RF 5'-0 3/8"

1

KEYNOTE

FLAME SPREAD RATING OF PANELING MATERIALS ON THE WALLS OF ALL ROOMS AND ENCLOSED SPACES, CORRIDOR, LOBBY AND EXIT ENCLOSURE MUST BE CLASS "C" ACCORDING TO TABLE 803.9 INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803. APPLICATION OF SAID MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 803, 804, AND TABLE 803.9. HANDRAILS SHALL EXTEND A MINIMUM OF 12" BEYOND THE TOP NOSING AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING AND ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. (1120A.4.2.2 & 1120A.4.2.3) 3300 IBS. TRACTION ELEVATOR FROM SHINDLER ELEVATOR WITH 90 MIN FIRE RATED DOOR TEL: (818) 336-3000

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

SYMBOL

KEYNOTE

SYMBOL

KEYNOTE CLASS "I" STAND PIPE (PER 905.3.1)

1

RAIN WATER PIPE TO RUN BETWEEN BALCONY FLOOR JOIST TO THE FACE OF EXTERIOR WALL AND CONNECT TO DOWN SPOUT

2

DROP THE DOWN SPOUT DRAIN TO THE FILTRATION PLANTER.

3

PLANTER

DIRECTIONAL EXIT SIGN

4

FIRE ALARM ANNUNCIATOR

H/C PATH OF TRAVEL

5

PROVIDE 6" WIDE COPPER DRAIN IN PARAPET WALL

6

FLOW RATE FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH 4.303.1

S.P

LEVEL ROOF PLAN

SP.H SPRINKLER HEAD

EXTERIOR DOWN SPOUT

As indicated OWNER:

CHARLES COMPANY

DS

S-7

20 MIN ELEVATOR SMOKE CURTAIN (TYP.) SEE A-10.3

INTERIOR DOWN SPOUT

S-8

24" x 84" AMBULANCE STRETCHER CLEAR

CAST IRON ROOF DRAIN AND OVERFLOW (TYPICAL)

S-9

INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICE

AREA DRAIN

S-10

90 MIN FIRE RATED TRASH CHUTE DOOR

SHEET NUMBER:

A‐1.5


P3 269 SF

P3 68 SF

P2 204 SF

P2 60 SF

P2 60 SF

P2 66 SF

P1 55 SF

P1 240 SF

AREA-B 5103 SF

P1 114 SF

P1 38 SF

AREA-A 3138 SF

P3 88 SF AREA-C 5309 SF

‐ ‐ ‐ ‐ ‐

P3 156 SF

P4 77 SF

OPEN SPCAE 10698 SF PARKING 20051 SF

-

P4 127 SF

DP NO.

2014-51R

P4 60 SF

Date

AREA-D 3595 SF

Revision Description

P4 65 SF

02/26/18

Date

No

AREA-H 2595 SF

P5 47 SF

P5 92 SF PODIUM-A 1107 SF

PODIUM-B 735 SF

AREA-G 4574 SF

PODIUM-B 58 SF P6 58 SF

PODIUM-C 1191 SF

PROJECT NAME:

P7 46 SF P5 160 SF

1

ROOF TRIBUTARY AREA-

P5 135 SF

P6 36 SF

P6 61 SF

01

AREA-F 3749 SF

No

AREA-E 3096 SF

P7 28 SF

P7 56 SF

P7 29 SF

5th & Harbor

P7 61 SF

PROJECT ADDRESS:

P6 69 SF

421 N HARBOR BLVD. SANTA ANA CA 92703

DRAINAGE AREA

Area Legend

NAME

1/8" = 1'-0"

1

6

2

7

3 4 5

8 OPEN SPCAE PARKING

1 AREA-A P1 2 AREA-B P2 3 AREA-C P3

AREA 3138 SF 448 SF 3585 SF 5103 SF 390 SF 5493 SF 5309 SF 580 SF 5888 SF

DRAINAGE AREA NAME 4 AREA-D P4 5 AREA-E P5 PODIUM-A 6 AREA-F P6 PODIUM-B

AREA 3595 SF 329 SF 3924 SF 3096 SF 435 SF 1107 SF 4638 SF 3749 SF 224 SF 793 SF 4766 SF

DRAINAGE AREA NAME 7 AREA-G P7 PODIUM-C 8 AREA-H

AREA 4574 SF 220 SF 1191 SF 5985 SF

2595 SF 2595 SF OPEN SPCAE COURTYAR 10698 SF D 10698 SF PARKING PARKING 20051 SF 20051 SF Grand total 67624 SF

SHEET TITLE:

ROOF TRIBUTARY AREA 1/8" = 1'-0" OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐1.5.1


R1

2

R2

R3

A-4.2

37'-6"

R4

35'-0"

R5

24'-0"

2

R6

35'-0"

R7

A-4.1

309'-6" 23'-8 1/8"

R8

46'-6 7/8"

R10

23'-9"

R11

46'-7"

R12

26'-1 1/2"

11'-3 1/2"

Section 11

Section 19 Section 12

---

Section 12

---

---

Section 10

---

1

---

A-6.2

L 1.0

L 1.3

Section 8

Section 8

---

---

EQ

EQ

16'-5 5/8"

EQ L 1.0

15'-9"

969 SF EQ

EQ L 1.0

L 1.0

C3

L 1.0

182 SF

14'-5" L 1.0

L 1.0

L 1.0

EQ EQ

L 1.0

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

L 1.0

L 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ

EQ

L 1.0

L 1.0

EQ 11'-3" EQ

EQ L 1.0

L 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

L 1.0

L 1.0

EQ EXIT

6

WL

15'-7"

L 1.3A-6.1 JT

WL

L 1.3

1'-6"

EQ

EQ EQ

WL

L 1.3

EQ

WL

L 1.3

EQ

WL

L 1.3

WL

L 1.3

L 1.3

EQ

EQ

WL

11'-3"

WL

L 1.3

EQ

WL

L 1.3

EQ

WL

L 1.3

EQEQ

L 1.1

EQ

WL

L 1.3

EQ

EQ

WL

L 1.3

EQ

WL

L 1.3

EQ

EXIT

L 1.3

L 1.6

PF

EXIT

EQ

L 1.1

EQ

WL

EQEQ

EQEQ

EQEQ

EQ

EQ

EQ

EQ

1'-6"

L 1.0

11'-3"EQ

EQ

EQ

L 1.0

EQ

L 1.1

EQ

JT

L 1.0

EQ

EQ

JT

L 1.0

EQ

L 1.1

EQ

JT

11'-6 3/8"

L 1.0

EQ

L 1.1

JT

EQ

L 1.1

JT

EQ

L 1.1

EQ EQ

EQ

EQEQ

L 1.1 EQ

EQEQ

RF

EQEQ

EQ

L 1.0

EQ

STAIR 3

EQ

EQ

L 1.0

EQ

EQ

L 1.0

G-11 EQ

EQ

---

EQ

WL

EQ

EQ

EQ

Section 11

13'-5"

EQ

EQ

EQ

EQ

32'-6"

GYM

L 1.0

---

EQ

EQ

EQ

Section 19

L 1.0 L 1.0

L 1.0 EQ

L 1.0

EQ

A-4.2

WL

EQ

L 1.3

L 1.0

15'-3"

EQ

L 1.0

EQ

16'-8"

1

EQ

EQ

EQ

EXIT

EQ

EQ

EQ

RG

EQ

L 1.6

EQ

L 1.0

Section 10

STAIR 2 STAIR LOBBY

---

EQ

35'-0"

L 1.0

EQ EQ EQ

EQ EQ

L 1.1

G-C2

173 SF

60 SF

EQ EQ

23'-5 5/8"

L 1.0

C2

EXIT L 1.0

PE

EQ

L 1.0

43'-3"

L 1.6

2 L 1.0

‐ ‐ ‐ ‐ ‐

EQ

A-4.0

RE

EQ

L 1.0

LIGHTING LEGEND

L 1.0

EQ

L 1.1

EQ EQ

EQ EQ

-

SYMBOL DESCRIPTION

--EQ 28'-6 3/8"

HIGH EFFICACY RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

L 1.0

HIGH EFFICACY RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP.

L 1.1

PD

L 1.0

EQ

24'-0"

L 1.0

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

L 1.2 WL

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP.

EQ

L 1.0 L 1.3

EQ EQ

L 1.0

EQ EQ EQ

L 1.1

MS

HIGH EFFICACY OUTDOOR WALL SCONCE -LED LAMP - 3000 TEMP- (MOTION SENSOR)

L 1.5

HIGH EFFICACY RECESSED FLUORESCENT LIGHTING

EQ

L 1.0

35'-0"

L 1.0

EQ

24'-0"

121'-10"

L 1.6

HIGH EFFICACY PENDANT LIGHT L 1.7

-

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft

L 1.8

--EQ

24'-0"

L 1.9

BIKE PARKING (25 STALLS)

L 1.10

G-10

L 1.11

266 SF

L 1.12

HIGH EFFICACY GIMBLE LED CAN LIGHT- 2700 TEMP.

EQ

HIGH EFFICACY PATHWAY OUTDOOR LIGHT

9'-2 1/4"

L 1.0

HIGH EFFICACY RECESSED STEP LIGHT

PC

EQ

EQ EQ

2014-51R

G

7'- 6"

L 1.0

-

DP NO.

HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT.

L 1.0

RC

-

RD

HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

L 1.4

---

CEILING FAN L 2.0

EQ EQ EQ

S/D C/M

L 1.0

EQ

Section 13

RB

L 1.0

Section 20

EQ EQ

EQ

L 1.0

106'-3 1/4"

--Section 21

4'-5"

35'-2"

28'-0"

27'-7"

11'-1 1/4"

L 1.0

EQ

EQ

EQ

EQ

EQ

EQ

EQ

No

L 1.0

2

L 1.0

Date

EQ

EQ

EQ

EQ

EQ

SD'

L 1.0

6'-11"

10'-3 3/4"

7'-0"

14'-7"

7'-0"

24'-0"

7'-0"

14'-7" L 1.0

L 1.0

EQ EQ

L 1.0

L 1.0

2'-0"

L 1.0

L 1.1

8'-8"

L 1.1

2'-0"

L 1.0

1'-6"

8'-4"

EQ

EQ EQ

EQ EQ

EQ

EQ

7'-0 1/2" L 1.0

L 1.6

EXIT

EQ

EQ

EQ

EQ

L 1.1

L 1.0

L 1.0

EQ

EXIT

EXIT

EXIT

L 1.0

L 1.0

L 1.0

L 1.0 EQ

L 1.0

15'-7"

EXIT

L 1.0

EQ

EQ

EQ

L 1.0

COMMERCIAL B

15'-7"

1'-6"

L 1.0

EQ

EQ

EQ

15'-7"

L 1.6

3554 SF

EQ

EQ

L 1.0 EQ

Section 17

EQ

L 1.0

EQ

15'-7"

16'-3" L 1.0

L 1.0

L 1.0

EQ

EQ

L 1.0

L 1.0

PROJECT NAME:

EQ

2'-0"

EXIT

15'-2 3/8"

15'-7"

L 1.0

EQ

SB

L 1.0

No

L 1.0--EQ

A-5.1

EQ

WALL SEC. 2

EQ

EQ

L 1.0

EXIT

EQ

EQ

EQ

EQ

EQ

EQ

A-5.1

EQ

EQ

EQ EQ

EQ

EQ EQ

EQ

L 1.0

G-02

6018 SF 3'-7 1/4"

1278 SF

EQ

15'-7"

W-SEC. A

G-03

EQ EQ

EQ

EQ

COMMERCIAL A 15'-7"

L 1.0

RECREATIONAL AREA

A-6.2 L 1.0

L 1.0

L 1.0

EQ

G-01

L 1.0

EQ

L 1.0

EQ

323 SF

15'-7"

EQ

L 1.0

EQ

31'-3 3/8"

EQ EQ

G-07

A-4.1

14'-7"

L 1.0

EQ

L 1.0

14'-7"

L 1.0

EXIT

EQ

627 SF

L 1.0

EQ

TRASH RECYCLE ROOM

EQ

EQ EQ

L 1.0

RECREATIONAL AREA

EQ

EXIT

EQ EQ

14'-7"

EQ

EXIT

15'-7"

L 1.0

EQ

G-04

EXIT

EQ

15'-1 7/8"

L 1.0

L 1.0

EQ

EQ

EQ EQ

14'-7"

EQ

EQ

EXIT

EQ

EQEQ

15'-7"

EQ

EQ

L 1.0

EXIT

L 1.0

EQ

EQ EQ

P8 EQ

EQ L 1.0

EXIT

5th & Harbor

EQ

L 1.0

Section 17

EXIT

EXIT

EXIT

SA

421 N HARBOR BLVD. SANTA ANA CA 92703

EQ

EXIT

PROJECT ADDRESS:

EXIT

EXIT

L 1.0

---

1'-6"

68'-5"

EQ

17'-3" EQ

EXIT EQ

EQ

L 1.0

EXIT

---

P7

JT

EQ EQ

L 1.0

P6

Section 9

EQ

EQ EQ

P5

937 SF EQ EQ

EQ EQ

G-RC1

P4

EQ

P3

L 1.0

1

EXIT

L 1.0 EQ

L 1.3

PA

JT

JT

JT

COMMERCIAL CORRIDOR

EQ

EXIT

EQ

P2

EQ

EXIT JT

11'-5 1/2"

EQ

EQ

WL

---

-

P1 ---

EQ

L 1.0

EXIT ---

-

ELEVATOR 2

EQ

EQ

EQ

L 1.6

L 1.0

EQ

EQ

---

EQ

EXIT

9'-4"

EQ

L 1.0

A-6.1 JT

182 SF

ELEVATOR 2

JT

L 1.0

5

L 1.3

EXIT

EQ

L 1.0

EQ

L 1.0

C1

EQ

L 1.0

EQ

12'-4"

EQ EQ

L 1.0

EQ

EQ

EQ

STAIR 1

EQ

EQ EQ

5'-6"

EQ

EXIT

EQ

2'-6"

L 1.0

RA

EXIT

EQ WL

EQ

JT

EQ

EQ

JT

EQEQ

EQ

59 SF

EQ

---

EXIT

SE

ELEVATOR 1

E1

---

EQ

L 1.0

PB

ELE. 1

11'-3"

EQ

JT ELEVATOR 1

10'-0"

12'-0"

EQ

L 1.0

EQ EQ

24'-0"

L 1.1

EQ EQ

EQ EQ

---

02/26/18

A-5.2

01

A-4.0

26'-4"

A-5.2

---

EQ

1

WALL SECTION 3

24'-0"

WALL SECTION 3

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

Date

L 1.1

Revision Description

17'-0"

L 1.0

Section 9

SHEET TITLE:

---

1'-0 1/2"

22'-1 5/8"

4'-0"

9'-0 5/8"

9'-1"

10'-1 5/8"

6'-0"

3'-0"

W-SEC. A

25'-0"

24'-6"

6'-3 1/4"

15'-2 1/8"

24'-6"

24'-6"

WALL SEC. 2 12'-1" A-5.1

8'-1"

13'-9 1/8"

3'-10 5/8"

24'-6 3/8"

11'-0 3/8"

28'-0"

11'-6 5/8"

28'-0"

S2

8'-10 3/8"

4'-6 5/8"

27'-10"

3'-4 1/2"

6'-9"

13'-3 1/2"

13'-9 3/8"

10'-6 3/8"

28'-5"

22'-11 3/8"

28'-0"

27'-7"

S3

S4

S5

S6

S7

S8

S9

S10

S11

S12

S13

1/8" = 1'-0"

S14 As indicated

---

1

11'-1 1/4"

292'-3 1/4" ---

Section 21

F. F. LEVEL 1 RCP

LEVEL 1 RCP

24'-5 1/8"

Section 20

A-5.1

S1

18'-4 1/8"

Section 13

OWNER:

---

CHARLES COMPANY

SHEET NUMBER:

A‐2.1


1

2

2

A-4.2

A-4.1

2'

3'

4'

5'

7'

8'

9' Section 12

309'-6"

---

37'-6"

35'-0"

24'-0"

Section 10

35'-0"

24'-0"

35'-0"

11'

12'

Section 12

---

---

35'-0"

10'

Section 11

Section 19

---

24'-0"

35'-0"

25'-0"

1 13'-0" A-6.2

---

12'-0"

13'-3 3/8"

12'-0"

23'-2 5/8"

12'-0"

12'-0"

12'-0"

23'-0"

12'-0"

12'-0"

12'-0"

23'-0"

12'-0"

10'-8 1/2"

12'-3 1/2"

12'-0"

12'-0"

12'-0"

23'-0"

12'-0"

12'-0"

16'-6"

I

1

Section 19 --Section 11

A-4.2 Section 8

Section 8

---

---

1'-6"

32'-6"

---

L 1.6

16'-5 1/8"

EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ

STAIR 3

EQ EQ

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

8'-3"

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ

EQ

L 1.0

L 1.0

EQ

L 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

EQ

8'-3"

L 1.0

L 1.0

EQ L 1.0

EQ

L 1.0

L 1.0

EQ L 1.0

EQ

EQ L 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ

EQ

L 1.0

L 1.0

EQ L 1.0

EQEQ

EQEQ

EQEQ

EQ

EQ

EQ

L 1.0

EXIT

L 1.0

EQ EQ

EQ

EQ

L

STAIR 2 L 1.0

EQ

C2

L 1.0

EQ

EQ

EXIT

1'-6"

EQ

L 1.0

EQ

L 1.0

---

EQ

EQ

L 1.0

8'-3" L 1.6

EXIT

173 SF L 1.1

EQ

L 1.0

Section 10

EQ EQ

L 1.0

L 1.0

L 1.0

23'-5 5/8"

EQ

L A-6.1 1.0

L 1.0

EQ

35'-0"

6 EQ

EQ

L 1.6

L 1.0

EQ EQ

EQEQ

EQEQ

EQEQ

EQ

182 SF

EQ

1'-6"

L 1.0

EQ

L 1.1

EQ

L 1.0

EQ

L 1.1

JT

L 1.0

EQ

JT

L 1.0

EQ

JT

L 1.0

EQ

L 1.1

1'-6"

L 1.0

EQ

L 1.1

JT

L 1.0

EQ

L 1.1

JT

11'-6 7/8"

L 1.0

EQ

L 1.1

EQ

EQ

L 1.1

EQ

EQ

EQ

L 1.1

EQEQ

L 1.1

EQEQ

L 1.1

EQEQ

H

EQ EQ

C3

EQ L 1.6

EQ

L 1.0

2 L 1.0

‐ ‐ ‐ ‐ ‐

EQ

A-4.0

G

EQ

L 1.0

LIGHTING LEGEND

EQ

L 1.0 L 1.1

-

SYMBOL DESCRIPTION

--L 1.0

EQ

17'-0"

16'-6 3/8"

EQ EQ

EQ EQ

L 1.0

HIGH EFFICACY RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP.

L 1.1

EQ

F

HIGH EFFICACY RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

L 1.0

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

L 1.2 WL

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP.

L 1.3

EQ EQ MS

EQ

EQ EQ

L 1.0

HIGH EFFICACY OUTDOOR WALL SCONCE -LED LAMP - 3000 TEMP- (MOTION SENSOR)

L 1.5 L 1.1 L 1.0

HIGH EFFICACY RECESSED FLUORESCENT LIGHTING

EQ

24'-0"

HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

L 1.4

L 1.6

-

12'-0"

EQ

L 1.0

HIGH EFFICACY PENDANT LIGHT

210'-0"

L 1.7

EQ

12'-0"

L 1.0

---

HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT.

EQ

L 1.0

E

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft

L 1.8

DP NO.

L 1.9

2014-51R

G

HIGH EFFICACY GIMBLE LED CAN LIGHT- 2700 TEMP. L 1.10

12'-0"

HIGH EFFICACY PATHWAY OUTDOOR LIGHT L 1.11

L 1.0

L 1.12

EQ

EQ EQ

HIGH EFFICACY RECESSED STEP LIGHT

CEILING FAN L 1.0

S/D C/M

EQ

EQ EQ

24'-0"

L 2.0

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

L 1.1

EQ

12'-0"

L 1.0

WALL SECTION 3

WALL SECTION 3

A-5.2

A-5.2

L 1.0

L 1.0

EQ

12'-0"

10

Section 20 ---

12

45'-0"

55'-8 3/4"

Date

A-4.0

EQ

1

D

EQ

L 1.8

L 1.0

Section 21

13'-10 3/8"

---

17'-6"

14'-1 3/8"

13'-2 1/8"

17'-6"

13'-10 3/8"

11'-1 1/4"

JT ELEVATOR 1

8'-3"

ELEVATOR 1 ---

L 1.0

L 1.0

1'-6"

EQ

L 1.6

182 SF

ELEVATOR 2

1'-6"

5'-0"

EQ

2 EQ EQ

L 1.0

L 1.0

EQ L 1.0

L 1.1

L 1.0

EQ EQ

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

L 1.1

EQ EQ

8'-3"

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ

EQ

L 1.0

L 1.1

EQ EQ

EQ

LL 1.0 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

L 1.1

L 1.1

EQ EQ

EQ EQ

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ

EQ

L 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

L 1.1

EQ EQ

EQ L 1.0

EQ L 1.0

EQEQ

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

L 1.1

EQ EQ

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

L 1.1

EQ EQ

EQ L 1.0

4'-8 1/4"

EXIT

L 1.0

EQ

EQ

EQ

L 1.1

EQ EQ

27'-6"

A-4.1 32'-6"

L 1.6

EQ

1'-6"

EQ EQ

EQ

1'-6"

EQ

L 1.1

EQ EQ

L 1.0

EQ

L 1.1

EQ EQ

L 1.0

EQ

EQ EQ

L 1.0

EQ

EQ EQ

L 1.1

L 1.0

EQ

EQ EQ

L 1.0

EQ

EQ EQ

L 1.0

EQ

EQ EQ

B

L 1.0

EQ

EQ EQ

L 1.0

EQ

EQ EQ

L 1.0

EQ

EQ EQ

EQ

JT

JT

JT

7'-2"

8'-3"

A-6.2

EQ EQ

8'-3" EQEQ

L 1.6

L 1.0

10'-0"

10'-0"

---

EQ

EQ

--JT

JT

C

JT

EQ

Section 9

---

L 1.0

EQ

---

L 1.0

-

1

ELEVATOR 2

--EQ

JT

EXIT

No

EQ

C1

Date

EQ

EQ

10'-8 1/2"

EQ

L 1.0

L 1.0

STAIR 1

L 1.6

EQ

L 1.0

EQ

JT L 1.1

EQ

EQ

EQ

EQ

EQ EQ

EQ EQ

35'-0"

12'-3 1/2"

---

02/26/18

EQ

L 1.0

Revision Description

EQ

EQ

L 1.0

L 1.6

Section 13 ---

W-SEC. A A-5.1

A-5.1

---

5'-0"

No

Section 17

A

01

L 1.0 WALL SEC. 2

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

Section 17

10'-8 1/2" 23'-5 7/8"

12'-3 1/2"

12'-0"

12'-0"

34'-8 1/8"

13'-0"

13'-0"

12'-0"

25'-0"

12'-0"

25'-0"

13'-0"

13'-0"

25'-0"

12'-0" 25'-0"

12'-0"

13'-0"

23'-0"

25'-0"

Section 9 ---

---

12'-0"

12'-0"

35'-0"

13'-0"

23'-0"

25'-0"

12'-0"

12'-0"

35'-0"

421 N HARBOR BLVD. SANTA ANA CA 92703

23'-0" 34'-8 1/8"

11'-0 5/8"

323'-10 3/4" SHEET TITLE:

WALL SEC. 2

1

2

3

W-SEC. A

4

5

A-5.1

6

7

8

9

11

13

14

15

LEVEL 2 RCP

Section 20

A-5.1

---

As indicated

Section 21 ---

1

F. F. LEVEL 2 RCP 1/8" = 1'-0"

OWNER: Section 13 ---

CHARLES COMPANY

SHEET NUMBER:

A‐2.2


1

2

2

A-4.2

A-4.1

2'

3'

4'

5'

7'

8'

9' Section 12

309'-6"

---

37'-6"

35'-0"

24'-0"

Section 10

35'-0"

24'-0"

35'-0"

11'

12'

Section 12

---

---

35'-0"

10'

Section 11

Section 19

---

24'-0"

35'-0"

25'-0"

1 13'-0" A-6.2

---

12'-0"

13'-3 3/8"

12'-0"

23'-2 5/8"

12'-0"

12'-0"

12'-0"

23'-0"

12'-0"

12'-0"

12'-0"

23'-0"

12'-0"

10'-8 1/2"

12'-3 1/2"

12'-0"

12'-0"

12'-0"

23'-0"

12'-0"

12'-0"

16'-6"

I

1

Section 19 --Section 11

A-4.2 Section 8

Section 8

---

---

1'-6"

32'-6"

---

L 1.6

16'-5 1/8"

EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ

STAIR 3

EQ EQ

EQ

11'-6 7/8"

L 1.0

EQ L 1.0

EQ

EQ

L 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ

EQ

L 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ

EQ

L 1.0

EQ

L 1.0

6 EQ

EQ

L A-6.1 1.0

L 1.0

L 1.0

EQ

EQ

L 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

L 1.1

EQ L 1.0

EQ

EQ

L 1.0

L 1.0

EQ L 1.0

EQEQ

L 1.1

EQ

L 1.0

EQEQ

L 1.1

EQ

L 1.0

EQEQ

L 1.1

EQ L 1.0

EQEQ

L 1.1

EQ L 1.0

EQEQ

L 1.1

EQ L 1.0

EQEQ

L 1.1

182 SF

EQ

EQ

EQ

EQ

L 1.0

EXIT

L 1.0

EQ

EQ

EQ

STAIR 2 EQ

EQ

L 1.0

C2

EXIT

173 SF L 1.0

EQ

EQ

EXIT

1'-6"

EQ

L 1.0

EQ

L 1.0

---

EQ EQ

EQ EQ

EQ L 1.0

Section 10

23'-0"

L 1.6

L 1.0

L 1.0

35'-0"

JT

8'-3"

EQ

L 1.1

EQ

8'-3"

L 1.0

JT

JT

1'-6"

JT

JT

EQ

EQ

JT

L 1.6 L 1.0

1'-6"

EQ

EQ

L 1.1

EQEQ

L 1.1

EQEQ

L 1.1

EQEQ

H

EQ EQ

C3

EQ L 1.6

EQ

L 1.0

2 L 1.0

‐ ‐ ‐ ‐ ‐

EQ

A-4.0

G

LIGHTING LEGEND

L 1.0 L 1.1

EQ

2'-3" 2'-3"

17'-0"

-

SYMBOL DESCRIPTION

--L 1.0

EQ

17'-0"

EQ

L 1.0 EQEQ

L 1.0

HIGH EFFICACY RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP.

L 1.1

EQ

F

HIGH EFFICACY RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

L 1.0

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

L 1.2 WL

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP.

L 1.3

EQ EQ MS

EQ

EQ EQ

L 1.0

HIGH EFFICACY OUTDOOR WALL SCONCE -LED LAMP - 3000 TEMP- (MOTION SENSOR)

L 1.5 L 1.1 L 1.0

HIGH EFFICACY RECESSED FLUORESCENT LIGHTING

EQ

24'-0"

HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

L 1.4

L 1.6

-

12'-0"

EQ

L 1.0

HIGH EFFICACY PENDANT LIGHT

210'-0"

L 1.7

EQ

12'-0"

L 1.0

---

HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT.

EQ

L 1.0

E

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft

L 1.8

DP NO.

L 1.9

2014-51R

G

HIGH EFFICACY GIMBLE LED CAN LIGHT- 2700 TEMP. L 1.10

EQ

L 1.0

HIGH EFFICACY PATHWAY OUTDOOR LIGHT

12'-0"

L 1.11 L 1.0

L 1.12

EQ

-

24'-0"

EQ EQ

---

HIGH EFFICACY RECESSED STEP LIGHT

CEILING FAN L 1.0

S/D C/M

EQ

EQ EQ

L 2.0

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

L 1.1

EQ

12'-0"

L 1.0 Section 13 ---

A-5.2

A-4.0

A-5.2

D

L 1.0

L 1.0

EQ

12'-0"

10

Section 20 ---

12

45'-0"

55'-8 3/4"

Date

1

WALL SECTION 3

EQ

WALL SECTION 3

Section 21

13'-10 3/8"

---

17'-6"

14'-1 3/8"

13'-2 1/8"

17'-6"

13'-10 3/8"

11'-1 1/4"

EQ

L 1.0

L 1.0

182 SF

EQ ELEVATOR 2

1'-6"

ELEVATOR 2

---

---

L 1.0

EQ

EQ

--JT

EQ EQ

A-6.2

L 1.1

1'-6"

EQEQ

JT

EQ JT

7'-2"

EQEQ

L 1.6

L 1.0

10'-0"

EQ

JT

---

2 EQ EQ

L 1.1

EXIT EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.1

EQ EQ

EQ

L 1.0

L 1.0

EQ EQ

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

L 1.1

EQ EQ

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

EQ

L 1.0

L 1.1

EQ EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

EQ

L 1.0

L 1.0

EQ

L 1.0

EQ

L 1.1

L 1.1

EQ EQ

EQ EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

L 1.1

EQ EQ

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.1

EQ EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ EQ

L 1.0

EQ EQ

L 1.1

EQ

EQ EQ

L 1.0

EQ EQ

EQ

EQ EQ

L 1.0

EQ EQ

EQ

EQ EQ

L 1.0

EQ EQ

EQ

EQ EQ

B

L 1.0

EQ EQ

EQ

L 1.0

L 1.1

EQ EQ

EQ

L 1.0

EQ

L 1.04'-8

1/4"

EQ

L 1.6

L 1.1

1'-6"

A-4.1

Section 17

A-5.1

---

L 1.6

No

WALL SEC. 2

A-5.1

EQ

5'-0"

27'-6"

1

W-SEC. A

EQ

EQ EQ

EQ

32'-6"

Date

EQ

Section 9

JT

JT

C

EQ

EQ

---

L 1.0

-

10'-0"

EXIT

No

EQ

1'-6"

C1 EQ

EQ

L 1.6

EQ JT

5 EQ A-6.1

STAIR 1

EQ

10'-8 1/2"

EQ

L 1.0

EQ

L 1.0

EQ

EQ

L 1.0

EQ

EQ EQ

EQ

L 1.0

JT L 1.1

---

L 1.6

12'-3 1/2"

35'-0"

EQ EQ

ELEVATOR 1

8'-3"

---

02/26/18

EQ

JT ELEVATOR 1

A

01

L 1.0

Revision Description

EQ

EXIT

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

Section 17

10'-8 1/2" 23'-5 7/8"

12'-3 1/2"

12'-0"

12'-0"

34'-8 1/8"

13'-0"

13'-0"

12'-0"

25'-0"

12'-0"

25'-0"

13'-0"

13'-0"

25'-0"

12'-0"

12'-0"

25'-0"

13'-0"

---

23'-0"

25'-0"

12'-0"

12'-0"

35'-0"

13'-0"

23'-0"

25'-0"

12'-0"

12'-0"

35'-0"

421 N HARBOR BLVD. SANTA ANA CA 92703

23'-0" 34'-8 1/8"

11'-0 5/8"

323'-10 3/4"

Section 9

SHEET TITLE:

---

WALL SEC. 2

1

2

3

W-SEC. A

4

5

A-5.1

6

7

8

9

11

13

14

15

LEVEL 3 RCP

Section 20

A-5.1

---

As indicated

Section 21 ---

OWNER: Section 13

1

F. F. LEVEL 3 RCP 1/8" = 1'-0"

---

CHARLES COMPANY

SHEET NUMBER:

A‐2.3


2

2

A-4.2

A-4.1

2'

3'

4'

5'

7'

8'

9'

37'-6"

35'-0"

24'-0"

Section 10

35'-0"

11'

12'

---

309'-6"

---

10'

Section 11

Section 19

24'-0"

35'-0"

35'-0"

24'-0"

35'-0"

25'-0"

1

---

12'-0"

13'-3 3/8"

12'-0"

12'-0"

12'-0"

23'-0"

12'-0"

12'-0"

12'-0"

23'-0"

12'-0"

10'-8 1/2"

11'-11 1/2"

12'-4"

12'-0"

12'-0"

23'-0"

12'-0"

12'-0"

13'-0" A-6.2

16'-6"

I

1

Section 19 --Section 11

-4.2 Section 8

Section 8

---

---

1'-6"

32'-6"

---

L 1.6

16'-5 1/8"

EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ EQ

EQ

STAIR 3

EQ EQ

EQ

11'-6 7/8"

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ 8'-3" L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ

EQ

L 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ

6 EQ

EQ

L A-6.1 1.0

L 1.0

L 1.0

EQ

EQ

L 1.0

L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

EQ L 1.0

L 1.1

EQ L 1.0

EQ

EQ

L 1.0

L 1.0

EQ L 1.0

EQEQ

L 1.1

EQ

L 1.0

EQEQ

L 1.1

EQ

L 1.0

EQEQ

L 1.1

EQ L 1.0

EQEQ

L 1.1

EQ L 1.0

EQEQ

L 1.1

EQ L 1.0

EQEQ

L 1.1

182 SF

EQ

EQ

EQ

EQ

L 1.0

EXIT

L 1.0

JT

EQ

8'-3"

8'-3"

EQ L 1.0

JT

1'-6"

JT

JT

EQ

JT

L 1.6 L 1.0

L 1.6

EQ L 1.0

EQ

EQ

L 1.0

STAIR 2

---

EQ

35'-0"

L 1.0

EXIT

173 SF L 1.0

L 1.0

EQ

EQ

EXIT

1'-10"

EQ EQ

23'-0"

L 1.0

C2

EQ EQ

EQ L 1.6

EQ

L 1.0

EQ

Section 10 L 1.0

L 1.1

1'-6"

EQ

EQ

L 1.1

EQEQ

L 1.1

EQEQ

L 1.1

EQEQ

H

EQ EQ

C3

2 L 1.0

‐ ‐ ‐ ‐ ‐

EQ

-4.0

G

EQ

L 1.0

LIGHTING LEGEND

L 1.0 L 1.1

EQ

EQ EQ

17'-0"

-

SYMBOL DESCRIPTION

--L 1.0

EQ

17'-0"

1'-00'-9 1/2"1/8"

L 1.0

HIGH EFFICACY RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP.

L 1.1

EQ

F

HIGH EFFICACY RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

L 1.0

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

L 1.2 WL

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP.

L 1.3

EQ EQ MS

EQ

EQ EQ

L 1.0

HIGH EFFICACY OUTDOOR WALL SCONCE -LED LAMP - 3000 TEMP- (MOTION SENSOR)

L 1.5 L 1.1 L 1.0

HIGH EFFICACY RECESSED FLUORESCENT LIGHTING

EQ

24'-0"

HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

L 1.4

L 1.6

-

12'-0"

EQ

L 1.0

HIGH EFFICACY PENDANT LIGHT

210'-0"

L 1.7

EQ

12'-0"

L 1.0

---

HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT.

EQ

L 1.0

E

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft

L 1.8

DP NO.

L 1.9

2014-51R

G

HIGH EFFICACY GIMBLE LED CAN LIGHT- 2700 TEMP. L 1.10

11'-8"

EQ

L 1.0

HIGH EFFICACY PATHWAY OUTDOOR LIGHT L 1.11 L 1.0

L 1.12

EQ

-

24'-0"

EQ EQ

CEILING FAN L 1.0

EQ

S/D C/M

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

L 1.1

12'-4"

EQ EQ

L 2.0

EQ

L 1.0

WALL SECTION 3

WALL SECTION 3

A-5.2

A-5.2

L 1.0

L 1.0

EQ

12'-0"

10

Section 20 ---

15

12

45'-0"

55'-8 3/4"

Date

A-4.0

EQ

1

D

---

HIGH EFFICACY RECESSED STEP LIGHT

Section 21

13'-10 3/8"

---

17'-6"

14'-1 3/8"

13'-2 1/8"

17'-6"

13'-10 3/8"

11'-1 1/4"

EQ

L 1.0

ELEVATOR 1

L 1.0

182 SF

1'-10"

EQ

---

ELEVATOR 2 ---

L 1.0

-

2

L 1.0

L 1.0

EQ

L 1.0

L 1.1

EQ EQ

EQ

L 1.0

EQ EQ

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

L 1.1

EQ EQ

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

EQ

L 1.0

L 1.1

EQ EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.1

L 1.1

EQ EQ

EQ EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

L 1.1

EQ EQ

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.1

EQ EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

1'-6"

EQEQ

EQEQ L 1.0

EQ

L 1.1

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ EQ

L 1.0

EQ

L 1.1

EQ EQ

L 1.0

EQ

EQ EQ

L 1.0

EQ

JT

JT

JT L 1.1

L 1.0

EQ

EQ EQ

L 1.0

EQ

EQ EQ

L 1.0

EQ

EQ EQ

EQ 8'-3"

EQ EQ

L 1.0

EQ

EQ EQ

L 1.0

EQ

EQ EQ

EQ

EQ EQ

10'-0"

7'-2"

8'-3"

B

EQ EQ

L 1.6

EQ

L 1.0

L 1.0

EQ EQ

EQ

A-6.2

JT

---

EQ

--JT

JT

C

EQ

EQ

EQ

Section 9

L 1.1

EQ EQ

EQ

L 1.0

EQ

EXIT 4'-8 1/4"

EQ

L 1.0

EQ

EQ EQ

27'-6"

5'-4 3/8" L 1.6

A-4.1 32'-6"

L 1.6

L 1.1

5'-6 5'-6" 1/2" 1

Date

EQ

---

L 1.0

-

10'-0"

EXIT

No

EQ

EQ

L 1.6

EQ

EQ

ELEVATOR 2

EQ

EQ

10'-8 1/2"

L 1.0A-6.1 JT

1'-6"

C1 EQ

EQ

L 1.0

5

STAIR 1

L 1.6

8'-3"

L 1.0

EQ

EQ

JT

EQ

L 1.1

---

L 1.0

EQ

EQ EQ

EQ EQ

35'-0"

12'-3 1/2"

---

02/26/18

EQ

JT ELEVATOR 1

Revision Description

EQ

EXIT L 1.0

Section 13 ---

W-SEC. A

Section 17

A-5.1

---

5'-0"

No

WALL SEC. 2

A

01

A-5.1

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

Section 17

10'-8 1/2" 23'-5 7/8"

11'-11 1/2"

12'-4"

12'-0"

34'-8 1/8"

13'-0"

13'-0"

12'-0"

25'-0"

12'-0"

25'-0"

13'-0"

12'-9"

25'-0"

12'-3" 25'-0"

12'-0"

13'-0"

23'-0"

25'-0"

Section 9 ---

---

12'-0"

12'-0"

35'-0"

13'-0"

22'-8"

25'-0"

12'-4"

12'-0"

35'-0"

421 N HARBOR BLVD. SANTA ANA CA 92703

23'-0" 34'-8 1/8"

11'-0 5/8"

323'-10 3/4" SHEET TITLE:

WALL SEC. 2

1

2

3

W-SEC. A

4

5

A-5.1

6

7

8

9

11

13

14

15

LEVEL 4 RCP

Section 20

A-5.1

---

As indicated

Section 21 ---

Section 13

1

F. F. LEVEL 4 RCP 1/8" = 1'-0"

OWNER:

---

CHARLES COMPANY

SHEET NUMBER:

A‐2.4


I

H

G

32'-6"

F

35'-0"

E

17'-0"

D

24'-0"

C

24'-0"

35'-0"

B

A

10'-0"

32'-6"

PL

PL AN-4.C

AN-4.C

AN-1.E

AN-1.G

AN-6.A

AN-5.B

AN-4.A

AN-6.A

AN-4.A

AN-6.A

AN-1.E

AN-2.D

AN-5.C

AN-5.A

AN-4.C

AN-4.B

AN-2.B EL. +127'-10" 3'-6" 2'-4"

AN-4.C

T.O. ELEV.

EL. +125'-6" T.O. PARAPET

EL. +122'-0"

77.67 F.S. 75.50 F.S.

75.50 F.S.

75.50 F.S.

EL. +111'-8" T.O.F.F. - R4

EL. +101'-4" T.O.F.F. - R3

EL. + 91'-0"

‐ ‐ ‐ ‐ ‐

13'-4"

T.O.F.F. - R2

+ 77'-8" T.O.F.F. - R1

1'-4" 3'-4"

75.50 F.S.

8'0" MIN SETBACK

75.50 F.S.

75.50 F.S.

75.50 F.S.

77.67 F.S.

3'-4"

75.00 F.S.

77.67 F.S.

77.67 F.S.

77.67 F.S.

12'-6"

8'-0" MAX SETBACK

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

5'-0 3/8"

10'-4"

53'-6"

10'-4"

3'-6"

3'-6"

10'-4"

T.O. - ROOF DECK

+ 74'-4" AVARAGE GRAND PLA

5'-0"

+ 73'-0" LOW PT. OF SITE

+ 68'-0" ELEVATOR PIT

1/8" = 1'-0"

-

3

NORTH ELEVATION

2

1

3

4

5

6

7

8

9

11

13

14

15 DP NO.

2014-51R

323'-10 3/4" 23'-5 7/8"

34'-8 1/8"

25'-0"

25'-0"

25'-0"

25'-0"

25'-0"

35'-0"

25'-0"

35'-0"

34'-8 1/8"

11'-0 5/8"

PL

PL AN-1.E

AN-6.A

AN-4.C

AN-2.A

AN-4.A

AN-5.B

AN-6.A

AN-2.B AN-4.C

AN-3.D

AN-5.A

AN-5.A

AN-4.C

AN-2.B

AN-2.A

AN-4.C

AN-4.A AN-5.C

AN-4.A

02/26/18

13'-4"

F. F. LEVEL 1 77'-8" 1'-0"

1'-6"

MIN. 5'-0" SETBACK

4'-8"

12'-0"

17'-0"

4'-8"

12'-0"

13'-4"

MIN. 8'-0" SETBACK

Date

No

F. F. LEVEL 2 91'-0"

Revision Description

10'-4" 10'-4" 3'-6"

10'-4"

F. F. LEVEL 3 101'-4"

2'-6"

Date

10'-4" 3'-6"

F. F. LEVEL 4 111'-8"

10'-4"

3'-6"

10'-4"

F. F. LEVEL RF 122'-0"

F. F. E. SITE 0'-0"

1/8" = 1'-0"

CLASSIFICATION AN-1.C AN-1.E AN-1.G AN-1.H AN-1.J AN-1.K AN-1.L AN-1.M AN-2.A AN-2.B AN-2.C AN-2.D AN-3.A AN-3.B AN-3.D AN-4.A AN-4.B AN-4.C AN-5.A AN-5.B AN-5.C AN-5.D AN-5.E AN-6.A AN-6.B AN-7.E AN-8.A AN-8.C

DESCRIPTION CAST-IN-PLACE CONCRETE COLUMNS; REFER TO STRUCTURAL. STEPS W/STONE FIN. TREADS & RISERS PLANTER WALL W/STUCCO FIN. STONESCAB COPING CAST-IN-PLACE CONCRETE SHEAR WALL; REFER TO STRUCTURAL. CMU WALL; REFER TO STRUCTURAL. CAST-IN-PLACE CONCRETE RAMP 42" HIGH. 6" WIDE CONC. GUARD RAIL COMPOUND CEILING SMOOTH CEMENT STUCCO-THUMPER 9263 SMOOTH CEMENT STUCCO- 10 OMEGA WHITE SMOOTH CEMENT STUCCO- DUNN EDWARDS DE6370 THERMORY WOOD WALL CLADDING-1"X 4.5" PINE CORRUGATED METAL CLADDING- POLAR WHITE(80) METAL CLADDING- ALUCOBOND DUSTY CHARCOAL. OPENING TO PARKING GARAGE. RESIDENTIAL ALUMINIUM SLIDING WINDOW (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. RESIDENTIAL ALUMINIUM FIXED WINDOW (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. COMMERCIAL ALUMINIUM STOREFRONT SYSTEM (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. COMMERCIAL DOUBLE SWING DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. RESIDENTIAL SINGLE SWING DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. FIRE-RATED DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. 90 MIN FIRE RATED TRASH CHUTE DOOR. ELEVATOR DOOR. MONOLITIC GLASS RAILING. METAL GUARDRAIL; MANUFACTURER TO BE DETERMINED. WOOD LOUVER WALL EXPANSION JOINTS FLOOR EXPANSION JOINTS

2- ALL DOWNSPOUTS AND AREA DRAINS OPEN TO SKY SHALL DISCHARGE INTO BMP DEVICES.

01

KEYNOTE INDEX

NOTE: 1- USE Ecological Coatings EC-1800 Water-based Clear AntiGraffiti Coating FOR ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM THE GRADE, AT EXTERIOR WALLS AND DOORS.

No

2

WEST ELEVATION

CONCRETE

PROJECT NAME:

5th & Harbor SMOOTH CEMENT STUCCO- 10 OMEGA WHITE PROJECT ADDRESS:

THERMORY WOOD WALL CLADDING- 1"X4.5" PINE

SMOOTH CEMENT STUCCO- THUMPER 9263

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

ELEVATIONS SMOOTH CEMENT STUCCO- DUNN EDWARDS DE6370

METAL CLADDING- ALUCOBOND DUSTY CHARCOL

As indicated OWNER:

CORRUGATED METAL CLADDING ALUCOBOND DUSTY CHARCOL

CHARLES COMPANY

SHEET NUMBER:

A‐3.0


SA

SB

SD'

PA

PB

PC

PD

PE

PF

RF

RG

223'-5" 17'-0"

34'-7"

10'-5"

17'-3"

26'-4"

35'-0"

26'-4"

16'-11"

7'-1"

32'-6"

PL

PL

AN-2.B

AN-4.B

AN-2.D

AN-6.A

AN-4.B

AN-4.C

AN-1.H

AN-6.A

AN-1.C

AN-1.L

AN-1.J

AN-4.A

AN-8.A

AN-6.A

AN-4.C 3'-6" 2'-4"

EL. +127'-10" T.O. ELEV.

EL. +125'-6" T.O. PARAPET

EL. +122'-0"

53'-6"

5'-0 3/8"

76.33

EL. +101'-4" T.O.F.F. - R3

EL. + 91'-0" T.O.F.F. - R2

+ 77'-8"

74.00

74.00

T.O.F.F. - R4

‐ ‐ ‐ ‐ ‐

8'-0" MAX SETBACK

75.50 F.S.

EL. +111'-8"

13'-4"

8'-0 1/2"

74.00

T.O.F.F. - R1

1'-4" 3'-4"

74.00 F.S.

8'-0" MIN CLEARANCE

12'-5"

10'-4"

8'-0" MAX SETBACK

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

10'-4"

10'-4"

T.O. - ROOF DECK

+ 74'-4" AVARAGE GRAND PLAN

5'-0"

+ 73'-0" LOW PT. OF SITE

+ 68'-0" ELEVATOR PIT

12'

1/8" = 1'-0"

11'

10' R9

9'

8'

7'

5'

4'

3'

2'

-

1

SOUTH ELEVATION

1

309'-6" 25'-0"

35'-0"

24'-0"

35'-0"

35'-0"

24'-0"

35'-0"

24'-0"

35'-0"

DP NO.

37'-6"

2014-51R PL

8'-0" AN-5.C

AN-5.B

AN-2.B

AN-3.A

AN-4.A

AN-4.A

AN-4.A

AN-5.B

AN-4.A

AN-6.A

AN-3.D

AN-3.A

AN-1.E

AN-6.A

PL

MAX. 8'-0" SETBACK

AN-1.G AN-4.C

AN-4.C 3'-6" 2'-4"

EL. +127'-10" 5'-9 5/8" 5'-0" MIN SETBACK

T.O. ELEV.

EL. +125'-6" T.O. PARAPET

EL. +122'-0"

Date T.O.F.F. - R3

EL. + 91'-0" T.O.F.F. - R2

74.67

75.00

75.50

3'-6"

3'-6"

3'-6"

77.67

77.67 75.50

No + 77'-8"

75.00

Revision Description

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

EL. +101'-4"

T.O.F.F. - R1

Date

74.67

T.O.F.F. - R4

02/26/18

74.10

74.67

77.67

77.67

1'-4" 3'-4"

74.52

77.67

77.67 3'-8"

77.67

3'-6"

3'-6"

77.67

3'-6"

9'-0" 77.67

EL. +111'-8"

13'-4"

3'-6"

3'-6"

3'-3"

3'-6"

3'-6"

3'-6"

3'-6"

10'-4"

53'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

10'-4"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

10'-4"

T.O. - ROOF DE

+ 74'-4" AVARAGE GRA

5'-0"

+ 73'-0" LOW PT. OF S

+ 68'-0" ELEVATOR PIT

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

CLASSIFICATION AN-1.C AN-1.E AN-1.G AN-1.H AN-1.J AN-1.K AN-1.L AN-1.M AN-2.A AN-2.B AN-2.C AN-2.D AN-3.A AN-3.B AN-3.D AN-4.A AN-4.B AN-4.C AN-5.A AN-5.B AN-5.C AN-5.D AN-5.E AN-6.A AN-6.B AN-7.E AN-8.A AN-8.C

DESCRIPTION CAST-IN-PLACE CONCRETE COLUMNS; REFER TO STRUCTURAL. STEPS W/STONE FIN. TREADS & RISERS PLANTER WALL W/STUCCO FIN. STONESCAB COPING CAST-IN-PLACE CONCRETE SHEAR WALL; REFER TO STRUCTURAL. CMU WALL; REFER TO STRUCTURAL. CAST-IN-PLACE CONCRETE RAMP 42" HIGH. 6" WIDE CONC. GUARD RAIL COMPOUND CEILING SMOOTH CEMENT STUCCO-THUMPER 9263 SMOOTH CEMENT STUCCO- 10 OMEGA WHITE SMOOTH CEMENT STUCCO- DUNN EDWARDS DE6370 THERMORY WOOD WALL CLADDING-1"X 4.5" PINE CORRUGATED METAL CLADDING- POLAR WHITE(80) METAL CLADDING- ALUCOBOND DUSTY CHARCOAL. OPENING TO PARKING GARAGE. RESIDENTIAL ALUMINIUM SLIDING WINDOW (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. RESIDENTIAL ALUMINIUM FIXED WINDOW (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. COMMERCIAL ALUMINIUM STOREFRONT SYSTEM (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. COMMERCIAL DOUBLE SWING DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. RESIDENTIAL SINGLE SWING DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. FIRE-RATED DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. 90 MIN FIRE RATED TRASH CHUTE DOOR. ELEVATOR DOOR. MONOLITIC GLASS RAILING. METAL GUARDRAIL; MANUFACTURER TO BE DETERMINED. WOOD LOUVER WALL EXPANSION JOINTS FLOOR EXPANSION JOINTS

2- ALL DOWNSPOUTS AND AREA DRAINS OPEN TO SKY SHALL DISCHARGE INTO BMP DEVICES.

01

KEYNOTE INDEX

NOTE: 1- USE Ecological Coatings EC-1800 Water-based Clear AntiGraffiti Coating FOR ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM THE GRADE, AT EXTERIOR WALLS AND DOORS.

No

2

PROJECT NAME:

5th & Harbor CONCRETE PROJECT ADDRESS:

SMOOTH CEMENT STUCCO- 10 OMEGA WHITE

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

THERMORY WOOD WALL CLADDING- 1"X4.5" PINE

ELEVATIONS SMOOTH CEMENT STUCCO- THUMPER 9263

SMOOTH CEMENT STUCCO- DUNN EDWARDS DE6370

As indicated OWNER:

METAL CLADDING- ALUCOBOND DUSTY CHARCOL

CHARLES COMPANY CORRUGATED METAL CLADDING ALUCOBOND DUSTY CHARCOL SHEET NUMBER:

A‐3.1


S14

S13

12

11

10

P8

P7

P6

P5

P4

P3

P2

P1

2

1

324'-3 1/4" 11'-1 1/4"

45'-0"

25'-0"

20'-0"

5'-2"

22'-8"

28'-0"

19'-6"

28'-0"

28'-0"

28'-0"

24'-6"

15'-10 1/8"

23'-5 7/8"

AN-1.M

PL AN-5.C

AN-4.C

AN-4.A

AN-2.C

AN-4.B

AN-2.B

AN-5.A

AN-5.B

AN-4.A

AN-5.C

AN-3.D

AN-5.D

AN-1.C

AN-1.K

AN-1.K

AN-1.K

AN-1.K

AN-5.C

AN-1.K

PL

AN-5.C 8'-0" 8'-0" MAX SETBACK

5'-9 5/8"

EL. +127'-10" 3'-6" 2'-4"

AN-8.A

AN-5.C

T.O. ELEV.

EL. +125'-6" T.O. PARAPET

EL. +122'-0"

MIN.5'-0" SETBACK

3'-6"

3'-6"

10'-4"

10'-4"

EL. +101'-4" T.O.F.F. - R3

EL. + 91'-0" T.O.F.F. - R2

CORRIDOR

85.83 F.S.

3'-6"

79.50 F.S.

UNIT 2A 77.67

+ 77'-8"

75.50

T.O.F.F. - R1

1'-4" 3'-4"

3'-6"

T.O.F.F. - R4

4.99% SLOPE

74.33 F.S.

PARKING

UNIT 2A

EL. +111'-8"

‐ ‐ ‐ ‐ ‐

PARKING

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

3'-6"

CORRIDOR

101.33 F.S.

UNIT 2A

53'-6"

3'-6"

3'-6"

PARKING

FACE OF THE STRUCTURE

UNIT 2A

10'-4"

3'-6"

54'-6"

CORRIDOR

111.67 F.S.

3'-6"

3'-6"

PARKING

13'-4"

FACE OF THE STRUCTURE

CORRIDOR

T.O. - ROOF DEC

+ 74'-4" AVARAGE GRAN

5'-0"

+ 73'-0" LOW PT. OF SITE

+ 68'-0" ELEVATOR PIT

2

SECTION E-E 1/8" = 1'-0"

R2

R8

R9

R10

R11

R12

-

R1

P1 37'-6"

P2

1'-10"

P3

24'-6"

28'-0"

P4

P5

28'-0"

P6

309'-6"

28'-0"

P7

19'-6"

28'-0"

P8 22'-8"

7'-6"

24'-0"

22'-7"

26'-1 1/2"

11'-3 1/2" DP NO.

PL

8'-0" MAX SETBACK

2014-51R

PL

20'-6 7/8"

8'-0"

AN-1.K AN-6.A

AN-4.A

AN-5.B

AN-5.C

AN-1.C

AN-3.D

AN-5.C

AN-5.C

AN-6.A

AN-6.A

AN-1.E

AN-4.B 3'-6" 2'-4"

EL. +127'-10" T.O. ELEV.

EL. +125'-6" T.O. PARAPET

EL. +122'-0"

PARKING

CORRIDOR

MIN. 5'-0" SETBACK

CORRIDOR

PARKING F.E.E 91.00 F.S. 3'-6"

Date EL. + 91'-0" T.O.F.F. - R2

3'-6"

No

13'-4"

20'-0" SETBACK

CORRIDOR PARKING

77.67 F.S.

76.33 F.S.

4.17% SLOPE

74.00 F.S.

+ 77'-8" 1'-4" 3'-4"

73.75 F.S.

F.E.E 74.33 F.S.

74.67 F.S.

T.O.F.F. - R1

+ 74'-4" AVARAGE GRAND PLAN

+ 73'-0" 5'-0"

DWP UNDER GROUND TRANSFOR MER

+ 68'-0" ELEVATOR PIT

SECTION F-F 1/8" = 1'-0"

KEYNOTE INDEX CLASSIFICATION AN-1.C AN-1.E AN-1.G AN-1.H AN-1.J AN-1.K AN-1.L AN-1.M AN-2.A AN-2.B AN-2.C AN-2.D AN-3.A AN-3.B AN-3.D AN-4.A AN-4.B AN-4.C AN-5.A AN-5.B AN-5.C AN-5.D AN-5.E AN-6.A AN-6.B AN-7.E AN-8.A AN-8.C

DESCRIPTION CAST-IN-PLACE CONCRETE COLUMNS; REFER TO STRUCTURAL. STEPS W/STONE FIN. TREADS & RISERS PLANTER WALL W/STUCCO FIN. STONESCAB COPING CAST-IN-PLACE CONCRETE SHEAR WALL; REFER TO STRUCTURAL. CMU WALL; REFER TO STRUCTURAL. CAST-IN-PLACE CONCRETE RAMP 42" HIGH. 6" WIDE CONC. GUARD RAIL COMPOUND CEILING SMOOTH CEMENT STUCCO-THUMPER 9263 SMOOTH CEMENT STUCCO- 10 OMEGA WHITE SMOOTH CEMENT STUCCO- DUNN EDWARDS DE6370 THERMORY WOOD WALL CLADDING-1"X 4.5" PINE CORRUGATED METAL CLADDING- POLAR WHITE(80) METAL CLADDING- ALUCOBOND DUSTY CHARCOAL. OPENING TO PARKING GARAGE. RESIDENTIAL ALUMINIUM SLIDING WINDOW (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. RESIDENTIAL ALUMINIUM FIXED WINDOW (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. COMMERCIAL ALUMINIUM STOREFRONT SYSTEM (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. COMMERCIAL DOUBLE SWING DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. RESIDENTIAL SINGLE SWING DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. FIRE-RATED DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. 90 MIN FIRE RATED TRASH CHUTE DOOR. ELEVATOR DOOR. MONOLITIC GLASS RAILING. METAL GUARDRAIL; MANUFACTURER TO BE DETERMINED. WOOD LOUVER WALL EXPANSION JOINTS FLOOR EXPANSION JOINTS

01

1

LOW PT. OF SITE

No

PLANTER HEIGHT

T.O.F.F. - R3

20'-6 7/8"

UNIT 1B

1'-6"

EL. +101'-4"

02/26/18

UNIT 1B

10'-4"

9'-3"

53'-6"

101.33 F.S.

T.O.F.F. - R4

Revision Description

101.33 F.S.

CORRIDOR

EL. +111'-8"

Date

PARKING

10'-4"

UNIT 1B

9'-2 1/8"

9'-3"

F.E.E 106.50 F.S.

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

111.67 F.S.

111.67 F.S.

85.83 F.S.

T.O. - ROOF DECK

5'-0"

10'-4"

UNIT 1B

8'-11"

9'-2"

FACE OF THE STRUCTURE

PROJECT NAME:

CONCRETE

5th & Harbor PROJECT ADDRESS:

SMOOTH CEMENT STUCCO- 10 OMEGA WHITE

THERMORY WOOD WALL CLADDING- 1"X4.5" PINE

SMOOTH CEMENT STUCCO- THUMPER 9263

SMOOTH CEMENT STUCCO- DUNN EDWARDS DE6370

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

SECTIONS

As indicated OWNER:

METAL CLADDING- ALUCOBOND DUSTY CHARCOL

CHARLES COMPANY CORRUGATED METAL CLADDING ALUCOBOND DUSTY CHARCOL SHEET NUMBER:

A‐4.0


SA

A

B

C

PA

PB

PC

PD

PE

PF

H

I

223'-5" 13'-5"

32'-6"

16'-1"

17'-3"

26'-4"

35'-0"

26'-4"

16'-11"

7'-1"

32'-6"

PL

PL AN-1.C AN-7.E

AN-2.B

AN-6.A

AN-4.B

AN-5.D

AN-1.K

AN-5.C

AN-1.M

MAX. 8'-0" SETBACK

AN-8.A

3'-6" 2'-4"

EL. +127'-10" T.O. ELEV.

EL. +125'-6" T.O. PARAPET

EL. +122'-0"

74.33

73.00

53'-6"

T.O.F.F. - R3

EL. + 91'-0" T.O.F.F. - R2

13'-4"

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

10'-4" 10'-4" 10'-4"

EL. +101'-4"

+ 77'-8"

74.33 F.S.

74.33

T.O.F.F. - R4

74.67

F. F. E. SITE 0'-0"

T.O.F.F. - R1

+ 74'-4" AVARAGE GRAND PLAN

‐ ‐ ‐ ‐ ‐

75.50

EL. +111'-8"

77.67

PARKING 75.50

9'-2"

PARKING DRIVEWAY

77.67

1'-4" 3'-4"

79.50

+ 73'-0" 5'-0"

91.00

UNIT 2A

15'-3"

3'-6"

91.00

9'-3"

CORRIDOR

PARKING

T.O. - ROOF DECK

9'-3"

CORRIDOR

101.33

UNIT 2A

15'-7"

PARKING DRIVEWAY

101.33

96.17

MIN 15'-0" CLEARANCE

UNIT 1C

15'-5 3/4"

9'-3" 16'-3"

MIN 8'-0" CLEARANCE

12'-0"

8'-0" MAX SETBACK

PARKING

CORRIDOR

5'-0 3/8"

111.67

106.50

3'-6"

UNIT 1C

111.67

UNIT 2A

CORRIDOR

CORRIDOR

9'-3"

AN-4.A

3'-6"

UNIT 1C

3'-6"

CORRIDOR

9'-2"

FACE OF THE STRUCTURE

LOW PT. OF SITE

+ 68'-0" ELEVATOR PIT

AN-5.C

AN-1.E

2

1

SECTION A-A 1/8" = 1'-0"

2

3

4

5

6

7

8

9

11

13

14

15

323'-10 3/4" 34'-8 1/8"

25'-0"

25'-0"

25'-0"

25'-0"

25'-0"

35'-0"

25'-0"

35'-0"

34'-8 1/8"

11'-0 5/8"

PL

-

23'-5 7/8"

PL 5'-9 5/8" AN-3.D

AN-5.D

AN-5.C

AN-2.B

2 A-5.2

AN-5.B

DP NO.

MIN. 5'-0" SETBACK T.O. ELEV.

EL. +125'-6" T.O. PARAPET

EL. +122'-0" T.O. - ROOF DECK

UNIT 1A

UNIT 1C

UNIT 1C

UNIT 2A

UNIT 1A

UNIT 1A

UNIT 1C

UNIT 1C

UNIT 2A

UNIT 2A

UNIT 2A

UNIT 1A

10'-4"

UNIT 1A

9'-3"

UNIT 1A

UNIT 1A

UNIT 1A

UNIT 1C

UNIT 1C

UNIT 2A

UNIT 1A

UNIT 2A

UNIT 2A

10'-4"

UNIT 1A

3'-6"

UNIT 2B

9'-3"

53'-6"

3'-6"

UNIT 2B

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

UNIT 1A

9'-2"

UNIT 1A

STAIRCASE

3'-6"

UNIT 2B

UNIT 2A

10'-4"

FACE OF THE STRUCTURE

UNIT 2A

EL. +111'-8" T.O.F.F. - R4

EL. +101'-4" T.O.F.F. - R3

EL. + 91'-0" T.O.F.F. - R2

COMMERCIAL

COMMERCIAL

COMMERCIAL

COMMERCIAL

COMMERCIAL

COMMERCIAL

COMMERCIAL

COMMERCIAL

13'-4"

15'-9 3/4"

14'-3 3/4"

TRASH ROOM 77.67

75.50 F.S. 74.33 F.S.

+ 77'-8"

74.00 F.S. 1'-4" 3'-4"

75.50

2014-51R

EL. +127'-10" 3'-6" 2'-4"

8'-0" MAX SETBACK

Date

1 A-5.2

AN-4.C

Revision Description

AN-5.A

T.O.F.F. - R1

+ 74'-4" AVARAGE GRAND

No

8'-0"

+ 68'-0" ELEVATOR PIT

1

02/26/18

LOW PT. OF SITE

Date

5'-0"

+ 73'-0"

SECTION B-B 1/8" = 1'-0"

KEYNOTE INDEX

AN-4.B AN-4.C AN-5.A AN-5.B AN-5.C AN-5.D AN-5.E AN-6.A AN-6.B AN-7.E AN-8.A AN-8.C

CAST-IN-PLACE CONCRETE COLUMNS; REFER TO STRUCTURAL. STEPS W/STONE FIN. TREADS & RISERS PLANTER WALL W/STUCCO FIN. STONESCAB COPING CAST-IN-PLACE CONCRETE SHEAR WALL; REFER TO STRUCTURAL. CMU WALL; REFER TO STRUCTURAL. CAST-IN-PLACE CONCRETE RAMP 42" HIGH. 6" WIDE CONC. GUARD RAIL COMPOUND CEILING SMOOTH CEMENT STUCCO-THUMPER 9263 SMOOTH CEMENT STUCCO- 10 OMEGA WHITE SMOOTH CEMENT STUCCO- DUNN EDWARDS DE6370 THERMORY WOOD WALL CLADDING-1"X 4.5" PINE CORRUGATED METAL CLADDING- POLAR WHITE(80) METAL CLADDING- ALUCOBOND DUSTY CHARCOAL. OPENING TO PARKING GARAGE. RESIDENTIAL ALUMINIUM SLIDING WINDOW (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. RESIDENTIAL ALUMINIUM FIXED WINDOW (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. COMMERCIAL ALUMINIUM STOREFRONT SYSTEM (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. COMMERCIAL DOUBLE SWING DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. RESIDENTIAL SINGLE SWING DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. FIRE-RATED DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. 90 MIN FIRE RATED TRASH CHUTE DOOR. ELEVATOR DOOR. MONOLITIC GLASS RAILING. METAL GUARDRAIL; MANUFACTURER TO BE DETERMINED. WOOD LOUVER WALL EXPANSION JOINTS FLOOR EXPANSION JOINTS

01

AN-1.C AN-1.E AN-1.G AN-1.H AN-1.J AN-1.K AN-1.L AN-1.M AN-2.A AN-2.B AN-2.C AN-2.D AN-3.A AN-3.B AN-3.D AN-4.A

DESCRIPTION

No

CLASSIFICATION

PROJECT NAME:

CONCRETE

SMOOTH CEMENT STUCCO- 10 OMEGA WHITE

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703 THERMORY WOOD WALL CLADDING- 1"X4.5" PINE SHEET TITLE:

SMOOTH CEMENT STUCCO- THUMPER 9263

SECTIONS

SMOOTH CEMENT STUCCO- DUNN EDWARDS DE6370

As indicated METAL CLADDING- ALUCOBOND DUSTY CHARCOL

CORRUGATED METAL CLADDING ALUCOBOND DUSTY CHARCOL

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐4.1


RG I

PF

PE

PD

PC

PB

B

A

SA

223'-5" 39'-7"

16'-11"

26'-4"

35'-0"

26'-4"

33'-4"

32'-6"

13'-5"

PL

PL

AN-2.B

AN-5.B

AN-5.E

AN-1.K

AN-5.C

1 A-5.3

AN-5.C

AN-5.B

AN-2.B

3'-6" 2'-4"

EL. +127'-10"

EL. +122'-0" T.O. - ROOF DEC

UNIT 2B

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

18.95%

AIR CHAMBER

10.00%

101.33 F.S.

UNIT 2B

53'-6"

106.50 F.S.

10'-4"

PARKING

CORRIDOR

UNIT 2A

CORRIDOR

10.00%

5'-0 3/8"

10'-4"

COMMERCIAL

79.50 F.S.

75.50 F.S.

BIKE PARKING

75.50 F.S.

T.O.F.F. - R4

EL. +101'-4" T.O.F.F. - R3

EL. + 91'-0"

13'-4"

T.O.F.F. - R2

+ 77'-8" T.O.F.F. - R1

1'-4" 3'-4"

12'-5"

1'-11 1/2"

MIN 8'-0" CLEARANCE

77.67 F.S.

PARKING

UNIT 2B

RETAIL BACK CORRIDOR

85.83 F.S.

7'-6"

8'-0" MAX SETBACK

CORRIDOR

CORRIDOR

UNIT 2A

8'-0" MAX SETBACK

96.17 F.S.

91.00

CORRIDOR

UNIT 2A

8'-0 1/2"

PARKING

EL. +111'-8"

+ 74'-4" AVARAGE GRAND

‐ ‐ ‐ ‐ ‐

111.67 F.S.

T.O. PARAPET

10'-4"

STAIRCASE

ELEVATOR SHAFT 3'-6"

UNIT 2A

CORRIDOR

CORRIDOR

FACE OF THE STRUCTURE

T.O. ELEV.

EL. +125'-6"

5'-0"

+ 73'-0" LOW PT. OF SITE

+ 68'-0" ELEVATOR PIT

2 15

14 12'

SECTION C-C 1/8" = 1'-0"

11'

9'

10' R9

8'

7'

5'

4'

3'

2'

1

323'-10 3/4" 3'-4 1/8"

25'-0"

35'-0"

24'-0"

35'-0"

35'-0"

24'-0"

35'-0"

24'-0"

35'-0"

37'-6"

PL

-

11'-0 5/8"

PL 6'-2 1/8" AN-1.E

AN-2.D

8'-0"

AN-5.B AN-6.B

AN-5.B

AN-3.D

AN-6.B

AN-5.B

AN-1.K

AN-5.C

DP NO.

8'-0" MAX SETBACK

AN-1.E

AN-4.A

AN-4.C

2014-51R

EL. +127'-10" 3'-6" 2'-4"

MIN. 5'-0" SETBACK

R7

AN-5.C

T.O. ELEV.

EL. +125'-6" T.O. PARAPET

EL. +122'-0" T.O. - ROOF DECK

UNIT 2A

UNIT 1B

UNIT 2A

UNIT 2A

UNIT 1B

UNIT 1B

UNIT 2A

UNIT 2C

UNIT 2C

UNIT 2A

53'-6"

UNIT 2A

UNIT 1B

UNIT 2B

UNIT 2A

UNIT 1B

UNIT 2A

UNIT 1B

UNIT 2C

UNIT 2A

10'-4"

UNIT 1D

86.94 F.S.

WALKWAY

UNIT 1B

DRIVEWAY

UNIT 1B

UNIT 2A

UNIT 1B

77.67

GYM RESTROOM 77.67

77.67

GYM

77.67

EL. + 91'-0" T.O.F.F. - R2

+ 77'-8" 1'-4" 3'-4"

74.33

74.17 F.S.

T.O.F.F. - R3

75.50

77.67 75.50

74.17 F.S.

EL. +101'-4"

UNIT 2A

9'-0" 77.67 F.S.

T.O.F.F. - R4

13'-4"

UNIT 2A

14'-5"

UNIT 0B

EL. +111'-8"

Date

UNIT 2B

UNIT 1B

Revision Description

UNIT 1B

UNIT 2A

T.O.F.F. - R1

+ 74'-4" AVARAGE GRAND PLA

No

UNIT 2A

UNIT 2B

10'-4"

UNIT 1D

UNIT 1B

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

UNIT 2A

10'-4"

UNIT 1D

20'-6 7/8"

FACE OF THE STRUCTURE

+ 68'-0" ELEVATOR PIT

DWP UNDER GROUND TRANSFOR MER

1

02/26/18

LOW PT. OF SITE

Date

5'-0"

+ 73'-0"

SECTION D-D 1/8" = 1'-0"

KEYNOTE INDEX

AN-4.B AN-4.C AN-5.A AN-5.B AN-5.C AN-5.D AN-5.E AN-6.A AN-6.B AN-7.E AN-8.A AN-8.C

CAST-IN-PLACE CONCRETE COLUMNS; REFER TO STRUCTURAL. STEPS W/STONE FIN. TREADS & RISERS PLANTER WALL W/STUCCO FIN. STONESCAB COPING CAST-IN-PLACE CONCRETE SHEAR WALL; REFER TO STRUCTURAL. CMU WALL; REFER TO STRUCTURAL. CAST-IN-PLACE CONCRETE RAMP 42" HIGH. 6" WIDE CONC. GUARD RAIL COMPOUND CEILING SMOOTH CEMENT STUCCO-THUMPER 9263 SMOOTH CEMENT STUCCO- 10 OMEGA WHITE SMOOTH CEMENT STUCCO- DUNN EDWARDS DE6370 THERMORY WOOD WALL CLADDING-1"X 4.5" PINE CORRUGATED METAL CLADDING- POLAR WHITE(80) METAL CLADDING- ALUCOBOND DUSTY CHARCOAL. OPENING TO PARKING GARAGE. RESIDENTIAL ALUMINIUM SLIDING WINDOW (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. RESIDENTIAL ALUMINIUM FIXED WINDOW (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. COMMERCIAL ALUMINIUM STOREFRONT SYSTEM (SEE WINDOW SCHEDULE); MANUFACTURER TO BE DETERMINED. COMMERCIAL DOUBLE SWING DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. RESIDENTIAL SINGLE SWING DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. FIRE-RATED DOOR (SEE DOOR SCHEDULE); MANUFACTURER TO BE DETERMINED. 90 MIN FIRE RATED TRASH CHUTE DOOR. ELEVATOR DOOR. MONOLITIC GLASS RAILING. METAL GUARDRAIL; MANUFACTURER TO BE DETERMINED. WOOD LOUVER WALL EXPANSION JOINTS FLOOR EXPANSION JOINTS

CONCRETE

01

AN-1.C AN-1.E AN-1.G AN-1.H AN-1.J AN-1.K AN-1.L AN-1.M AN-2.A AN-2.B AN-2.C AN-2.D AN-3.A AN-3.B AN-3.D AN-4.A

DESCRIPTION No

CLASSIFICATION

PROJECT NAME:

5th & Harbor SMOOTH CEMENT STUCCO- 10 OMEGA WHITE

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703 THERMORY WOOD WALL CLADDING- 1"X4.5" PINE SHEET TITLE:

SMOOTH CEMENT STUCCO- THUMPER 9263

SECTIONS

SMOOTH CEMENT STUCCO- DUNN EDWARDS DE6370

As indicated METAL CLADDING- ALUCOBOND DUSTY CHARCOL

CORRUGATED METAL CLADDING ALUCOBOND DUSTY CHARCOL

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐4.2


TYPICAL WALL ASSEMBLY

9

11

1/2" WOOD SHIM

3 1/2"

3 1/2"

33 34

7

ALUCOBOND ALUMINUM COMPOSITE MATERIAL

THERMAL SEPARATOR

13

W8 2

ACM SYSTEM EXTRUSIONS AND CLIPS

ACM SYSTEM EXTRUSIONS AND CLIPS

14

C40-ST

12

THERMAL SEPARATOR C42-PF

33

ALUCOBOND ALUMINUM COMPOSITE MATERIAL

C41-ST

SLOPE 1/2" PER FOOT MIN.

C42-PF

2

TYPICAL WALL ASSEMBLY

PARAPET COPING ROOFING INTERIOR

TYP. PARAPET COPING

8

3" = 1'-0"

ACM HEAD

9

3" = 1'-0"

15 C42-PF

---

ACM SILL 3" = 1'-0"

3'-3"

3

C41-ST

6" = 1'-0"

16

7 MIN. 2X4 WOOD FRAMING

9 EXTERIOR CEMENT PLASTER

EXTERIOR CEMENT PLASTER

RUN ROOF UP BACK SIDE OF PARAPET - CLASS A, B, OR C ROOF COVERING PER LOCAL CODE REQUIREMENTS

6 A-5.1

2

F. F. LEVEL RF 122'-0"

Sim

C41-ST C42-PF

17

24

2

26

WOOD STRUCTURAL PANELS

CAP SHEET

7 R10

25

24

6

22

2

18

9

BASE FLASHING

38

19

6

10'-4"

ROOF UNDERLAYMENT

4 2X RIPPING

‐ ‐ ‐ ‐ ‐

4" CANT

WALL SECTION DETAIL 3 3" = 1'-0"

W10 33 9 C42-PF

C41-ST

F. F. LEVEL 4 111'-8"

3 1

C41-ST C4 2 - P F

6

2

24

3 4

25

6

3" = 1'-0"

TYP.RAINSCREEN FLASHING 3" = 1'-0"

W8

-

TYP. PARAPET FLASHING

6

37 4 A-5.1

7 A-5.1

1

DP NO.

2014-51R

7

Sim

35 8

9 10

F. F. LEVEL 3 101'-4"

C42-PF

C41-ST

1

2

11

36 C41-ST C4 2 - P F

2 1

Date

2

3

5

10

RAINSCREEN WALL ASSEMBLY

C10

5 A-5.1

NO.

6

F. F. LEVEL 2 91'-0"

7 MIN. 3"

2 8 9 A-5.1

Sim

1 2 3 4 5 6 7 8 9 10 11

MATERIAL 09 22 00 - Stucco Finish - Color as Specified 06 16 00 - Gypsum Sheathing - Species as Specified 03 31 00 - Scratch Coat 09 22 36 - Lath - Type as Specified 09 22 00 - Stucco Waterway as Specified 07 27 00 - Air and Vapor Barrier as Specified 06 16 00 - Plywood Sheathing - Species as Specified Concrete - Precast Concrete 07 25 00 - Weather Barrier as Specified 07 42 13 - Wall Panel Fasteners 10 17 21 - Wood Cladding 0.5"x1.5"

02/26/18

9

No

3" = 1'-0"

Revision Description

WALL SECTION DETAIL 2

Date

5

4

KEY NOTES

DETAIL 3 - TYP. DOOR THRESHOLD @ BALCONY 3" = 1'-0" 8 A-5.1

Sim

27 28

13 14 15 16 17

MIN. 6" TO PAVED GROUND

29

F. F. LEVEL 1 77'-8" 2 A-5.1

30 31

F. F. E. SITE 0'-0"

32

2

WALL SECTION DETAIL 1 3" = 1'-0"

1

A-A 1/2" = 1'-0"

18 19 22 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

ALU. GLASS DOOR PER SCH. TIMBER SHIM, SEE STRUC. JOINT SEALANT WATERPROOFING WP MEMBRANE - RUN UP & ONTO SILL PAN MIN. 1/2" PLYWOOD SHEATHING PER STRUC. RQ. 7/8" THK. CEMENT PLASTER STUCCO SYSTEM. FINISH AS REQ. STUCCO SOFFIT VEN 2 x "X" WOOD STUDS @ 16" O.C. PER STRUC. 2 LAYERS OF 5/8" GYP. FINISH PER SCH. ALU. GLASS RAILING ROOFING FASTENED PER MANUFACTURER'S INSTRUCTIONS CLASS A, B, OR C PER LOCAL CODE REQUIREMENTS METAL PROTECTOR METAL FLASHING AS SPECIES SPECIFIED ACM PANELS BY SYMONITE ALU. BACKFOLD SUPPORT CONT. BLACK POWERCOATED ALI. EXTRUSION WITH VISIBLE FIXINGS @ 600 CTRS METAL DRIP MIN. 1/2" DRAINHOLE WITH GROMMETS PURPOSE MADE METAL FLASHING TO BE SUPPLIED AND INSTALLED BY THE METAL CLADDING INSTALLER 7/8" THK. CEMENT PLASTER STUCCO SYSTEM. FINISH AS REQ. PARGE COAT PER INSTALLATION GUIDE WEATHER RESISTIVE BARRIER SPRING LOCK FLASHING REINFORCING MESH FURRING CHANNEL OR CAVITY PANEL FASTERN ALU. DOOR THRESHOLD @ RAINSCREEN SYSTEM CONCRETE SLAB CONCRETE FOOTING GALVANIZED SHEET METAL COPING CONTINUOUS GALVANIZED SHEET METAL CLEAT TYP. RAINSCREEN PANEL COUNTER FLASHING RAINSCREEN PANEL FASTENER 4" CANT

01

7

1 2 3 4 5 6 7 8 9 10 11 12

NOTES

No

NO.

MIN. 4" TO GROUND

10

5

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

WALL SECTIONS As indicated OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐5.1


P8

2'-0" 28'-4"

6

7

8

9

10

11

12

13

14

15

16

17

PA

18

56"

5

JT JT

UP

56

47

48

49

50

51

52

53

PE

54

11'-4"

UP 23"

JT

JT

JT

66" 51

61

52

60

53

59

54

58

55

57

12"

17'-4"

62

88"

50

8T @ 11" = 88", 9R @ 6 7/8"

23"

88"

55"

17'-4"

55

63

56

54"

57

49

23"

58

18 R @ 0'-6 7/8"

59

8T @ 11" = 88", 9R @ 6 7/8"

18'-2"

9'-6 1/2"

1

12"

60

JT

JT

JT

66" 12"

2

56"

46

1

54"

2

3

UP

33'-6"

0'-9"

3

10'-0"

4

61

DN

64

1'-4" 62

54" 65

2'-7 1/2"

DN

63

12"

4

DN

6'-0"

54"

5

23"

12"

33" 83" 3 TREADS @ 11" = 88", 4 RISERS @ 6 7/8"

5'-10"

76"

0'-5 5/8" 0'-4"

23"

56"

12"

54"

JT

4'-11"

12"

15'-3"

10'-7 1/8"

JT

7'-4"

10'-0"

9'-4"

6'-0"

4'-8"

10'-7 1/8"

6'-0" 19'-2"

JT

8'-6"

9'-2"

4'-8"

6'-11 7/8"

6R @ 6 5/8", 7T @ 11"

6

2'-6"

38'-8"

38'-8"

38'-8"

9'-4"

8'-6"

6'-11 7/8"

JT

PF

5'-4"

PB

10'-0"

54"

JT

4'-9" 3'-2"

2'-7"

2'-0"

PB

10'-0"

77"

1'-6"

5'-1"

PF

1'-6"

2'-0"

9'-11 1/8"

9'-11 1/8"

P8

JT JT

P2

13'-7 7/8"

1'-2"

P1

P7

P2

JT

P1

33'-6"

PE

4'-8"

12"

10'-0" 72"

88" 8 T @ 11" = 88", 9 R @ 6 7/8"

59"

23"

18'-11"

7

1/4" = 1'-0"

Stair 2 Leve 0

10

1/4" = 1'-0"

P1

P8

P2

21

20

7

8

9

10

11

12

13

14

15

16

17

57

56

2

15

1

23"

18

48

49

50

51

52

53

54

54"

72"

1'-4" 12"

54"

10'-0"

PE

88" 8 T @ 11" = 88", 9 R @ 6 7/8"

59"

DP NO.

2014-51R

18'-11"

12"

78"

143" 13 T @ 11" = 143", 14 R@ 7"

4

70"

24'-3"

Stair 1 Level 4

12

1/4" = 1'-0"

Stair 2 Leve 1 1/4" = 1'-0"

Stair 1 level 1.5 1/4" = 1'-0"

PF

27 26

12"

25 24 23 22 21

12'-10" 19

23 RISERS@ <7"

18

12 11

12"

12"

10

36"

9'-4"

7

5

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

6

36"

8

F. F. E. SITE 0'-0"

Date

JT JT

39 38 37

12"

36 35 34 33 32

10'-0"

31

PF 28'-4"

30

27 26 25 24

5

54"

12"

PARKING LEVEL 74'-4"

9 R @ 0'-7"

22 21

20 47

48

46

49

45

50

44

51

43

52

42

53

41

54

40

55

2'-6"

12'-9 3/8"

12"

UP

23

DN

19 18 17 16 15

12"

14 13 12 11

39

8 7 6 5

56

23'-2"

4 3 2 1

10'-0"

9

1/4" = 1'-0"

4'-8"

Revision Description No

02/26/18

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

F. F. LEVEL 1 77'-8"

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

STAIRS PLANS & SECTIONS 1/4" = 1'-0" OWNER:

PE

Stair 2 Level 3

5'-9 7/8"

10

12"

18 RISERS@ <7"

F. F. LEVEL 2 91'-0"

29 28

28'-4"

28'-4"

5'-2" 9 R'S@ <7"

P8

No

36"

41 40

23'-2"

10'-4"

5'-2" 9 RISERS @ <7"

43 42

01

10'-2"

45 44

P7

F. F. LEVEL 3 101'-4"

47 46

18 RISERS@ <7"

5'-2" 9 RISERS @ <7"

54"

48

5'-2" 9 RISERS @ <7"

36"

28'-4"

49

10'-4"

23"

50

1/4" = 1'-0"

5'-2"

10'-4"

10'-4" 36"

14'-4"

17'-4"

88"

23 R @ 0'-7"

51

Date

66" 12"

18 R @ 0'-6 7/8"

8 T @ 11" = 88", 9 R @ 6 7/8"

54"

36"

5'-2"

9 RISERS@ <7"

0"8"

52

18 R @ 0'-6 7/8"

13

9

F. F. LEVEL 1 77'-8"

11

53

88" 8 T @ 11" = 88", 9 R @ 6 7/8"

14

12"

54

16 15

57 56

23"

17

8'-2"

12'-4"

20

58

29 RISERS@ <7"

F. F. LEVEL 2 91'-0"

59

33'-6"

16'-8"

28

61 60

1'-3 7/8" 5'-2 5/8" 2 R'S@ <7" 9 R'S@ <7"

29

63 62

55

Stair 2 Level 2

F. F. LEVEL 4 111'-8"

65 64

5'-7 5/8" 9 R'S@ <7"

30

12'-9 3/8"

3'-4" 1'-1 7/8" 6 R'S@ <7" 2 R'S@ <7"

31

38

36"

33 32

38'-8"

36"

34

21

10'-2 5/8"

35

12"

37

10'-1 1/2"

36

22

36"

37

36

JT

23'-2"

38

23

JT

5'-2"

39

36"

10'-4"

1/4" = 1'-0"

40

5'-2"

Stair 1 Level 2

18 RISERS@ <7"

41

35

JT

12"

42

24

17'-4"

43

34

JT

44

25

66"

45

33

23"

F. F. LEVEL 3 101'-4"

26

88" 8 T @ 11" = 88", 9 R @ 6 7/8"

46

32

12"

47

27

12"

23"

28'-4"

48

31

11'-7 1/2"

23"

50 49

28

JT

51

59"

18'-11"

53 52

30

66"

12"

DN

29

10'-0"

56"

88" 8 T @ 11" = 88", 9 R @ 6 7/8"

54

18'-2"

12"

55

JT

0'-9"

36

UP 23"

72"

35

18 RISERS@ <7"

34

PE

18 RISERS@ <7"

33

F. F. LEVEL RF 122'-0"

54"

23 R @ 0'-7"

14 RISERS@ <7"

32

33'-6"

56

10'-4"

31

57

8'-2"

30

58

14 RISERS@ <7"

29

59

10'-4"

12" 54"

28

5'-2"

60

10'-4"

12"

19

5'-2"

20

5'-2"

21

36"

22

36"

23

36"

24

18 RISERS@ <7"

25

9 RISERS@ <7"9 RISERS@ <7"9 RISERS@ <7"9 RISERS@ <7"9 RISERS@ <7"

62

10'-0"

26

12'-10"

182 SF

63

36"

54"

F. F. LEVEL 4 111'-8"

DN 27

6'-0"

6'-0"

38'-8"

23"

61

18'-0"

PA

4'-11"

12"

15'-3"

19'-2"

7'-4"

36"

6'-0"

C1

12"

10'-7 1/8"

88"

6'-11 7/8"

JT

18'-2"

5'-4"

18'-0"

18'-0"

12"

UP

JT

102"

8'-6"

E1

59 SF

JT

54"

2'-0"

JT

JT

F. F. LEVEL RF 122'-0"

9'-4"

2'-0"

PB

18'-0" 66"

1'-2"

2'-0"

18'-0"

83 7/8"

PF

10'-0"

8 T @ 11" = 88", 9 R @ 6 7/8"

1'-6"

18 R @ 0'-6 7/8"

9'-11 1/8"

5'-2"

54"

13'-7 7/8"

JT

P2

JT

P2

PE

P8

JT

P1

P7

JT

P1

2

12'-2"

14

5 T @ 11" = 55", 6 R @ 6 5/8"

3

55"

13

12"

4

6 R @ 0'-6 5/8"

23 R @ 0'-7"

98"

55

10'-0" 47

6'-0"

23"

PA

18

DN

14 R @ 0'-7"

12

5'-10"

12"

56"

6

58

12"

56"

PA

12'-10" 5

5

33'-6"

19

JT

11

DN

-

22

59

54"

23

60

0'-9"

24

10'-0"

25

61

46

8"

26

UP

6

17 62

38'-8"

23"

9 R @ 0'-6 7/8"

10

16

DN

55"

6'-0" 12"

4'-11"

23"

63

4'-8"

7

76"

10'-7 1/8"

JT

13

54"

6'-0"

7'-4"

12"

15'-3"

19'-2"

9'-4"

8'-6"

9'-2"

JT

27

10'-7 1/8"

6'-0" 12'-10"

77"

55"

8'-6" 6'-11 7/8"

JT

8

9

6'-11 7/8"

3'-2"

PB

9'-4"

JT

7'-2"

1'-2"

PB

1'-6"

23"

2 R @ 0'-7" UP 23"

9'-11 1/8"

12"

9 T @ 11" = 99", 10 R @ 7"

13'-7 7/8"

JT

PF

P2

2'-0"

P1

JT

13'-7 7/8"

5'-0" JT

10'-4"

JT

1/4" = 1'-0"

4'-9"

1/4" = 1'-0"

70"

Stair 1 level 1

2'-7"

Stair 2 Level 4

54"

8

143" 13 T'S @ 11" = 143", 14 R'S @ 7"

Stair 1 Level 3

6'-0"

‐ ‐ ‐ ‐ ‐

78"

3

JT

JT

JT

PA

17'-4"

6

STAIR 2 1/4" = 1'-0"

CHARLES COMPANY

SHEET NUMBER:

A‐6.1


1 STAIR 3

1/4" = 1'-0" F. F. LEVEL 1 77'-8" 4'-8"

12"

4 5

2 3

1

13'-11 1/4" 60

57 58

56 55 54 53 52 51 50 49

F. F. LEVEL 3 101'-4" 44

4'-10 1/4"

32 31

F. F. LEVEL 2 91'-0"

18 17 16

12" 12" 12

10 11

8 9

28'-4"

43

6'-0"

41 42

39 40

38 37 36 35 34 33

26 27

24 25

23

20 19

9'-10 5/8"

49 63

48 64

65

38'-8"

Stair 3 Level 4 1/4" = 1'-0"

DN 54" 54"

9

22 21

6 7

F. F. E. SITE 0'-0"

36'-7 3/4"

2

9'-10 5/8"

10'-0"

12"

10'-0"

65

48 64

49 63

50 62

51 61

52 60

53 59

54 58

55 57

DN

56

54" 54"

38'-8"

61 5/8"

Stair 4 Level 3 1/4" = 1'-0"

10

F. F. LEVEL RF 122'-0" F. F. LEVEL RF 122'-0"

12"

38'-8"

64 65

F. F. LEVEL 4 111'-8"

33'-6" 12"

48

28'-4"

46 47

23'-2" 12"

30

18'-0"

28 29

F. F. LEVEL 2 91'-0"

9'-6"

14 15

13

12"

F. F. LEVEL 1 77'-8"

F. F. E. SITE 0'-0"

12"

33'-6"

‐ ‐ ‐ ‐ ‐

S14 67"

12"

23"

154"

9 R @ 0'-6 7/8"

88" 8 TD'S @ 11" =88", 9 R'S @ 6 7/8"

18'-11"

14 TD'S @ 11" =154", 15 R'S @ 6 7/8"

45

32 44

33 43

34 42

35 41

36 40

37 39

12"

28'-4" 38'-8"

65

48 64

49 63

50 62

51 61

52 60

53 59

54 58

55 57

DN

S13

54"

18'-11"

8 TD'S @ 11" =88", 9 R'S @ 6 7/8"

88"

9 R @ 0'-6 7/8"

31

18'-11"

S13

36"

8

36"

1/4" = 1'-0"

46

12"

Stair 4 Level 1

30

12"

DN

88" 8 T @ 11" =88", 9 R @ 6 7/8"

UP

54"

72"

12" 47

9 R @ 0'-6 7/8"

54"

9 R @ 0'-6 7/8"

16

23"

14

67"

17

22"

13

50"

18

88"

12

15 R @ 0'-6 3/4"

19

8 T @ 11" =88", 9 R @ 6 7/8"

33'-6" 36"

15

12"

15 R @ 0'-6 3/4"

11

18'-11"

36"

12"

20

UP

-

62

10

23"

72"

72"

18'-0"

SD'

02/26/18

Date

50

154" 13 TD'S @ 11" =143", 14 R'S @ 6 7/8"

80 1/4"

71 5/8"

71 5/8"

3

Revision Description

61

21

No

51

7 T'S @ 11" = 88", 8 R'S @ 6 7/8"

R12

Date

60

9

88"

12"

SD'

67"

52

30

23"

59

22

12"

53

8

67"

58

23

10'-4"

54

7

10'-4" 18 R'S@ <7"

57

24

8 T @ 11" =88", 9 R @ 6 7/8"

R12

6

12"

1/4" = 1'-0"

25

9'-2"

12"

7 5

9 R @ 0'-6 7/8"

Stair 3 Level 1.5

9 R @ 0'-6 7/8"

56

23"

R11

72"

29

26

5'-2" 9 R'S@ <7"

55

66"

28

88" 8 T @ 11" =88", 9 R @ 6 7/8"

58"

16

88"

27

12"

23 R @ 0'-7" 17

S13

01

59 26

8 T @ 11" = 88", 9 R @ 6 7/8"

23"

80 1/4"

10'-0"

No

4'-10 1/4" 6'-0"

18

4

49'-0"

61 25

27

10'-4" 18 R'S@ <7"

63 19

3

5'-2" 9 R'S@ <7"

62 24

28

5'-2" 9 R'S@ <7"

F. F. LEVEL 4 111'-8"

20

2

5'-2" 9 R'S@ <7"

54"

54"

29

17'-0" 18 R'S@ <7"

23'-2"

66" 7 T'S @ 11" = 88", 8 R'S @ 6 7/8"

UP 1

8'-6" 15 R'S@ <7"

1/4" = 1'-0"

11 23"

72"

13'-11 1/4"

UP

9'-2"

Stair 3 Level 3 18 R @ 0'-6 7/8"

12"

58"

6'-0"

8'-6" 15 R'S@ <7"

33'-6" 88"

60"

6

9'-3"

28'-4" 8 T @ 11" = 88", 9 R @ 6 7/8"

88"

5

9'-3"

54"

54"

23

36"

12"

DN

3'-0"

65

36"

64

36"

48

8 T'S @ 11" = 88", 9 R'S @ 6 7/8"

1

36"

63

21

36"

49

22

7'-3 3/4"

62

8'-4"

50

72"

R12

67"

UP 58 1/4"

6 R @ 0'-7"

4

23"

61

12"

1'-0"

51

54"

67"

54"

R11

72"

60

23"

6'-10"

10'-3 3/4"

10'-3 3/4"

DN

12"

52

47'-10"

1/4" = 1'-0"

6 59

10'-4"

Stair 3 Level 2 53

10'-4" 18 R'S@ <7"

18'-0" 56

10'-4" 18 R'S@ <7"

12" 58

4'-0 3/4" 7 R'S@ <7"

47 54

4'-0 3/4" 7 R'S@ <7"

UP 57

5'-2 5/8" 8 R'S@ <7"

46

23'-2"

3'-6" 6 R'S@ <7"

9'-2"

30

R12

5'-2" 9 R'S@ <7"

45

12

5'-2" 9 R'S@ <7"

31

1/4" = 1'-0"

5'-2" 9 R'S@ <7"

44

Stair 3 Level 1

5'-2" 9 R'S@ <7"

32 55

88"

9'-10 5/8"

4'-0 3/4" 7 R'S@ <7"

43

15

4'-0 3/4" 7 R'S@ <7"

38

2

5'-2 5/8" 9 R'S@ <7"

33

14

72"

42

R11

3'-6" 6 R'S@ <7"

36"

34

13

36"

41

12

36"

35

11

23 R @ 0'-7"

10

8 T @ 11" = 88", 9 R @ 6 7/8"

R12

23"

UP

12"

1'-11"

9

18 R @ 0'-6 7/8"

4

18 R @ 0'-6 7/8"

12"

10'-0"

58 1/4"

8

36"

40

7'-3"

7

36"

54"

72"

24"

1'-2"

36"

36

88"

1/4" = 1'-0"

8 T @ 11" = 88", 9 R @ 6 7/8"

Stair 3 Level 0

72"

39

23"

37

18'-2 1/4"

23'-2" 58"

R11

88" 8 T @ 11" = 88", 9 R @ 6 7/8"

6

5 T @ 11" = 55", 6 R @ 7"

5

23 R @ 0'-7"

4

6 R @ 0'-7"

3

49"

23"

12" 2

72"

18 R @ 0'-6 7/8"

58"

1

12"

88"

UP

36"

5 8 T @ 11" = 88", 9 R @ 6 7/8"

3 R12 1'-2"

36"

23"

50 1/4"

R11 R11

1'-0"

36"

21 3/4"

S13 S14 S14

10'-0"

SD'

38

54"

23'-2"

54"

9'-6"

10'-0"

10'-0" 10'-0"

Stair 4 Level 2 1/4" = 1'-0"

S14

SD'

56

33'-6"

DP NO.

10'-0"

2014-51R

Stair 4 Level 4 1/4" = 1'-0"

SD'

38'-8"

F. F. LEVEL 3 101'-4"

45

PROJECT NAME:

5th & Harbor

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

STAIRS PLANS & SECTIONS 1/4" = 1'-0"

OWNER:

CHARLES COMPANY

STAIR 4

1/4" = 1'-0" SHEET NUMBER:

A‐6.2


7' - 6"

7' - 6" 5' - 0"

4' - 0"

3' - 0"

3' - 0"

3' - 0" 1' - 8"

4' - 0"

6" 1' - 2"

2' - 0"

2' - 0"

5' - 0" 3' - 0" 1' - 8"

10" 6"

3' - 0"

1' - 6" 6 3/4" 1' - 6"

3' - 0"

6" 10"

1' - 2" 6"

GB-3

3 2

7' - 0"

GB-2

7' - 0"

TA-2

5' - 0"

5' - 0"

GB-1

-

A-6.3

4

-

1

-

-

-

TA-1

‐ ‐ ‐ ‐ ‐

4"

3' - 0"

2' - 0"

2' - 0"

3' - 6"

3' - 6"

P2

4' - 2"

6 3/4"

4' - 2"

3' - 0"

6 3/4"

W1 P1

4" 6 3/4"

3

ADA RESTROOM ELEVATION 1& 3

1" = 1'-0"

1

A-10.2

ADA RESTROOM PLAN

-

W1

1" = 1'-0"

A-10.2

STC 58

STC 58

7' - 6"

TA-2

GB-1

TA-1

TA-1

GB-2

P2

No

3' - 6"

3' - 6"

P2

01 SUBMITTING TO CONSULTANTS

GB-2

07/19/17

Date

GB-1

No

TA-2

Revision Description

Date

7' - 6"

PROJECT NAME:

5th & Harbor P1 W1

PROJECT ADDRESS:

P1

421 N HARBOR BLVD. SANTA ANA CA 92703

W1 W1

W1

SHEET TITLE:

4

ADA RESTROOM ELEVATION 4

1" = 1'-0"

A-10.2

2

ADA RESTROOM ELEVATION 2

RESTROOM PLANS & ELEVATIONS

1" = 1'-0"

A-10.2

STC 58

STC 58

1" = 1'-0" OWNER:

RESTROOM SCHEDULE Type Mark GB-1 GB-2 GB-3 TA-1 TA-2

CHARLES COMPANY

Family Grab_Bars-Bradley_Corp-812_Series Grab_Bars-Bradley_Corp-812_Series Grab_Bars-Bradley_Corp-812_Series Toilet_Tissue_Dispenser-Bradley_Corp-522 Mirror-Bradley_Corp-781_Standard

Diameter 1 1/2" 1 1/2" 1 1/2"

Description Grab Bars Grab Bars Grab Bars Toilet Tissue Dispenser Channel-Frame Mirror, Welded Corners, 24x36

Height

Width

ADA Compliant Yes Yes Yes

2 1/2" 3' - 0"

10 1/2" 2' - 0"

Assembly Description Bath & Toilet Accessories Bath & Toilet Accessories Bath & Toilet Accessories Bath & Toilet Accessories Other Fittings

SHEET NUMBER:

A‐6.3


BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH MINIMUM GLAZING AREA OF 3-SF, ONEHALF OF WHICH IS OPENABLE. THE GLAZED AREAS ARE NOT REQUIRED WHERE ARTIFICIAL LIGHT AND MECHANICAL VENTILATION OF 50-CFM INTERMITTENT OR 25-DFM CONTINUOUS VENTILATION ARE PROVIDED. BACKING (SEE FIGURE 11A-9G @ A-0.5.2)

B3

1' - 6"

B2

F

FLUSH ACTIVATIOR ON WIDE SIDE TYP.

B10

ALL SINK BASE CABINETS SHALL BE REMOVABLE AND 34" MAX HIGH

B11

PROVIDE MIN. 30" CLEAR WORK SPACE BY THE SINK (SEE FIGURE 11A-9D @ A-0.5.2)

1' - 6"

1' - 6"

1

WALL-MOUNT GRAB BAR BACKING (SEE FIGURE 11A-9G @ A0.5.2)

B13

24" DEEP. WALL MOUNTED TOILET.TYP

B14

PROVIDE 72 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE.

B15

PROVIDE CONTROLLER FOR SHOWER HEADS, ONLY ONE SHOWER HEAD CAN WORK AT A TIME.

2' - 6"

B1

B1 1' - 6"

B2

F

1' - 7 1/4"

1' - 6"

1' - 7 1/4"

B2

ENLARGED BATHROOM-0A-ADA 1/2" = 1'-0"

2

F

1' - 6"

1' - 9 1/4"

F

2' - 7"

B14

B1

B7

B2

B15

B12

B12

ENLARGED BATHROOM-1A & 1C-ADA 1/2" = 1'-0"

3

ENLARGED BATHROOM-1B-ADA 1/2" = 1'-0"

2' - 0"

4

ENLARGED BATHROOM-1D-ADA 1/2" = 1'-0"

2' - 0"

1' - 6"

VENTILATING FAN, PROVIDE MECH. VENTILATION SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. 4" EXH. DUCT UP THRU ROOF TO ROOF CAP REFER TO A-10.3 FOR SPECS FANS MUST BE CONTROLLED BY A HUMIDISTAT AND BE ENERGY STAR COMPLIANT, AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. MECHANICAL VENTILATION SYSTEM SHALL FURNISH 5 AIR CHANGE PER HOUR DIRECT TO THE OUTSIDE.

F

MIN 48"

B11

B11

5' - 0" MIN 48"

B10

B12

B12

B3

B10

B12 B9

60"

‐ ‐ ‐ ‐ ‐

B1

5' - 0"

60"

B3

B11

PROVIDE BACKING IN FLOOR CONSTRUCTION FOR FOLDING H/C GRAB BAR

B8

B15

1' - 6"

B10

TUB WITH 3 SIDES BACKING

B7 1' - 2"

6' - 0"

B15

2' - 4"

2' - 6"

5' - 0"

B3

B15

4" OR 6" PLUMBING WALL

B7

MIN 48"

60"

MIN 48"

B7

B14

0"

5' - 0"

B14

0" '560"

B14 5'

GRAB BAR (SEE FIGURE 11A-9C @ A-0.5.2)

B11

0"

B5

B10

1' - 6"

5'

H/C LAV. WITH REMOVABLE BASE CABINET (SEE FIGURE 11A9D @ A-0.5.2)

B7

0' - 4" 2' - 0"

B4

B6

2' - 10"

2' - 0"

2' - 0"

30"X48" RECTANGULAR CLEARANCE

2' - 2"

B3

B3

1' - 6"

B2

1' - 2"

1' - 6"

B1

B3 B10

1' - 2"

B11

1' - 6"

B10 B11

F 1' - 6 3/8"

B2

B1

B12

F 1' - 6"

B2

1' - 7"

1' - 6"

1' - 2"

60"

1' - 6"

60"

B3

B15

2' - 6"

B1

MIN 48"

B7

B11

5' - 0"

F

MIN 48"

1' - 6"

B15

B14

2' - 0"

B10

5' - 0"

B3

B7

1' - 2"

60"

5' - 0"

"

MIN 48"

-0

5' - 0"

5'

B14

B1

B14

B2

B7 B15

B12

-

B12

ENLARGED BATHROOM-2D-ADA 1/2" = 1'-0"

B12

2' - 3 5/8"

B1 B2

3' - 0"

B14

B10

B7

B11

B15 B3 B10

B2

1' - 6"

1' - 6"

B14

F

B7

B1

B10

B2

B11

2' - 3"

B14

B12 7' - 7 1/2"

B7 B15

8' - 4 7/8"

B15

8

ENLARGED BATHROOM-2A-NONE ADA 1/2" = 1'-0"

9

ENLARGED BATHROOM-2F-NONE ADA 1/2" = 1'-0"

10

02/23/18

B12

F

B11

B3

2014-51R

F

1' - 6"

B1

MIN 36"

B3

5' - 0"

6' - 10"

MIN 36"

MIN 36"

DP NO.

Date

6

Revision Description

ENLARGED BATHROOM-2F-ADA 1/2" = 1'-0"

No

7

Date

ENLARGED BATHROOM-2A-ADA 1/2" = 1'-0"

1' - 8 1/4"

5

ENLARGED BATHROOM-2D-NONE ADA 1/2" = 1'-0"

30"

36" 12"

PUSH SIDE

421 N HARBOR BLVD. SANTA ANA CA 92703 34"

PULL SIDE

42"

MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR

24"

30"

60" COUNTER/SINK WORK SURFACE CBC 1133A.3

36"

30"

48"

CBC FIGURE 11A-8F

CBC 1132A.5.1 EXCEPTION 1

39"

CBC 1132A.5.1 EXCEPTION 1

39"

SHEET TITLE:

RESTROOM PLANS & ELEVATIONS 36"

60" DIA. CIRCLE

60

5th & Harbor PROJECT ADDRESS:

18"

34"

48" DIA. CIRCLE

MANEUVERING CLEARANCE AT UNIT PRIMARY ENTRANCE/EXIT, EXTERIOR/INTERIOR CONDITION.

48"

PUSH SIDE

44"

48

01

No

48" MIN.

CBC 1126A.3

18"

36" DIA. CIRCLE

PULL SIDE

36

PROJECT NAME:

36"

36" CLR. SPACE IN FRONT OF TOILET CBC 1134A.7-1 WITH EXCEPTION

30" COUNTER/SINK WORK SURFACE CBC 1133A.3

19" MIM.

30" X 48" CLR. SPACE

MANEUVERING CLEARANCE AT UNIT INTERIOR W/36" POCKET DOOR.

As indicated OWNER:

CHARLES COMPANY

ADA LEGEND 1/4" = 1'-0" SHEET NUMBER:

A‐6.4


25' - 0" 7' - 5"

5' - 9 3/8"

4' - 7"

6' - 2 5/8"

VARIES >= 6'-0"

Balcony / stoop PER PLAN 11' - 11 1/8"

M

2W4

Balcony PER PLAN

10' - 11 1/8"

8' - 6 7/8"

M 5

11' - 8 7/8"

13' - 10 1/4"

Bedroom 10'-11"x13'-10"

14' - 6"

13' - 10 1/4"

Bedroom 11'-11"x13'-10"

11' - 8 7/8"

Bedroom 11'-11"x14'-10" Living Area 11'-8"x10'-6"

11' - 8 7/8" W4-S

4' - 8"

EQ

14' - 7 3/4"

19' - 8 3/4"

4' - 0"

8' - 0"

EQ

L 1.5

EQ

EQ

UNIT 0A REFLECTED CEILING PLAN 1/4" = 1'-0"

L 1.9

EQ

-

EQ

4' - 0"

L 1.4

UNIT 1A REFLECTED CEILING PLAN 1/4" = 1'-0"

7

0' - 9" L 1.4

EQ

EQ EQ

EQ

L 1.0

L 1.0

L 1.0

EQ

L 1.9 L 1.9 L 1.9

EQ

L 1.0

EQ

L 1.0 L 1.9

EQ

L 1.0

EQ SD L 2.0

L 1.0 L 1.9

S/D C/M

Date

L 1.0

8'-1 7/8"

L 1.0

EQ

L 1.0

EQ

EQ

EQ

L 1.9

EQ

L 1.0

L 1.9

EQ

EQ

L 1.0

1' - 0"

L 1.0

EQ

EQ

EQ

2' - 7 3/8"

EQ

8'-1 7/8"

EQ

EQ

EQ 0' - 4"

L 1.0

0' - 4"

EQ

EQ

EQ

EQ

2' - 0"

EQ

EQ

EQ

EQ

S/D C/M

EQ

L 1.0

L 1.2 5' - 0" L 1.4

EQ

UNIT 1B REFLECTED CEILING PLAN 1/4" = 1'-0"

8

EQ

L 1.0

L 1.2

8'-1 7/8"

L 1.0

2' - 0"

0' - 9" L 1.0

8'-1 7/8"

EQ

S/D C/M

L 1.0

9'-2 7/8"

L 1.7

EQ

L 1.0

L 1.0

2014-51R

EQ

0' - 9" L 1.4

UNIT 1C REFLECTED CEILING PLAN 1/4" = 1'-0"

No

6

L 1.4

L 1.9

3' - 0"

4' - 10 3/8"

EQ

L 1.0

L 1.0

EQ

Revision Description

L 1.4

0' - 9" L 1.9

L 1.0

2' - 0"

EQ

EQ

EQ

EQ

L 1.0

EQ L 2.0

EQ

EQ

5' - 0"

L 1.0

EQ L 1.0

1' - 0" EQ

L 1.4

EQ

EQ

EQ

EQ

EQ

L 1.9

8'-1 7/8"

L 1.0

1' - 0"

0' - 6"

L 1.0

L 1.0

EQ S/D C/M

EQ

EQ EQ

EQ

3' - 0"

L 1.0

SD

EQ

EQ L 1.4

2' - 2"

L 1.0

EQ

EQ

EQ EQ

EQ

EQ

L 1.9

L 1.0

L 1.2

L 1.2

EQ

L 1.0

8'-1 7/8" L 1.0

9'-2 7/8"

EQ

2' - 0"

0' - 4"

EQ

L 1.0

L 2.0

EQ

EQ

2' - 0"

S/D C/M

EQ

L 1.9

L 1.0

EQ

8'-1 7/8"

L 1.0

EQ

EQ

L 1.7

EQ

L 1.0

L 1.0

L 1.0

EQ EQ

EQ

EQ

EQ

EQ

EQ 0' - 9"

EQ EQ

EQ

EQ

EQ

EQ

2' - 0"

L 1.0

EQ

L 1.9

8'-1 7/8" EQ

EQ

EQ

L 1.0

EQ

EQ

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

EQ

2' - 0" L 1.9

EQ

L 1.1

EQ

S/D C/M

9'-2 7/8"

EQ

DP NO.

EQ

S/D C/M

L 1.0

3' - 0"

8'-1 7/8"

EQ

EQ

EQ

L 1.0

EQ

8'-1 7/8"

EQ L 1.0

EQ

EQ

EQ EQ

9'-2 7/8"

EQ

EQ L 1.0

EQ

8'-1 7/8"

L 1.0

L 1.0

EQ EQ

EQ

S/D C/M 1' - 0"

EQ

EQ L 1.0

L 1.0

L 1.0

EQ

EQ

8'-1 7/8"

EQ

1' - 0"

EQ

0' - 4"

EQ

L 1.0

L 1.0

EQ

EQ

EQ

EQ

EQ

EQ

L 1.1

L 1.1

S/D C/M

EQ

S/D C/M

L 1.1

EQ

EQ

9'-2 7/8"

EQ EQ EQ

EQ

EQ

L 1.0

EQ

EQ

EQ

L 1.0

L 1.0

EQ

L 1.0

9'-2 7/8"

L 1.0

5

4' - 0"

MS

L 1.0

EQ

EQ

EQ

EQ EQ

EQ EQ

EQ

9'-2 7/8"

EQ

EQ

L 2.0

5' - 4 3/4"

MS

EQ

EQ

EQ EQ

L 1.0

L 1.0

EQ

EQ

EQ

L 1.1

L 1.1

L 1.0

S/D C/M

0' - 8"

L 1.1

EQ

8'-1 7/8"

7' - 6"

EQ

L 1.0

EQ EQ

L 1.0

EQ

EQ

L 1.0

L 1.0

L 1.1

EQ

EQ

MS

L 1.1

L 1.0

1' - 0"

EQ

4' - 6" L 1.5

L 1.1

EQ L 1.0

8'-1 7/8"

8' - 2" L 1.5

L 1.1 1' - 0"

L 1.0

BALCONY ABOVE

L 1.0

L 1.1

EQ

UNIT 1C DIMENSION PLAN 1/4" = 1'-0"

8'-1 7/8" EQ

3' - 10"

EQ

L 1.0

L 1.0

25' - 0"

4

EQ

EQ

6' - 6"

BALCONY ABOVE

0' - 8"

EQ EQ

EQ

L 1.1

EQ

5' - 7"

7' - 5"

UNIT 1B DIMENSION PLAN 1/4" = 1'-0"

EQ

EQ

EQ

EQ

L 1.1

8'-1 7/8"

32' - 6"

33' - 6" 2' - 1" 4' - 8"

8'-1 7/8"

EQ

EQ

27' - 6"

5' - 4 3/4"

32' - 6" 3

8'-1 7/8"

L 1.1

2' - 3"

24' - 0"

UNIT 1A DIMENSION PLAN 2 1/4" = 1'-0"

0' - 8"

UTILITY OR SERVICE SEE PLAN

P-W4

BALCONY ABOVE

L 1.1

W6

W4-S

1' - 4"

11' - 11"

7' - 5"

M4 M4

1

W6

25' - 0"

L 1.0

60" ADA Bath. 11'-11"x7'-2"

1

P-W4

12' - 11"

3' - 0 1/8"

UNIT 0A DIMENSION PLAN 1 1/4" = 1'-0"

EQ

Entrance 5'-0"x5'-6"

W4

Kitchen 9'-4"x7'-2"

60"

W6

P-W4

17' - 0"

0' - 8"

W&D 3'-6"x4'-0"3

6' - 6 1/8"

‐ ‐ ‐ ‐ ‐

2' - 8"

5' - 2 3/4"

EQ

1' - 10"

5' - 1 3/4"

12' - 11"

P-W4

9' - 5 7/8"

1' - 4"

Kitchen 60" 7'-0"x8'-1"

2' - 1"

60"

8' - 2 1/2"

60" ADA Bath.W4 10'-11"x7'-2" 2' - 7"

2' - 1"

2' - 1"

1' - 2"

P-W4

W4

EQ

5' - 6 3/4"

ADA Bath. 11'-11"x7'-2"

1 1

W4

2

Entrance 9'-7"x4'-6"

Kitchen 60" 7'-9"x9'-4"

0"

60"

5'

ADA Bath. 7'-2"x8'-2"

Entrance 4'-0"x9'-6"

2W4

6

2

W4 W4

4' - 8"

4

3

2

2

8' - 2 1/2"

W&D 3'-6"x4'-0"

1' - 9"

1' - 0" 2' - 10"0' - 8 3/4"

Dining Area 11'-9"x5'-3"

Wardrobe 6'-10"x5'-0"

4' - 4 3/4"

3

6

W4

7' - 3 1/8"

8' - 2 1/2"

60"

W&D 3'-6"x4'-0"

W4

Living Area 11'-9"x11'-6"

4

4' - 0"

4' - 4 3/4"

4' - 0"

4' - 4 3/4"

3

16' - 9 3/4" 4

5' - 8 3/4"

W&D 3'-11"x4'-0"

Dining Area 11'-9"x5'-4"

Wardrobe 5'-10"x5'-0"

W4-S

2W4

4' - 0"

Kitchen 7'-3"x12'-6"

5' - 4 3/4"

W4

5

4' - 4 3/4"

Wardrobe 9'-8"x2'-2"

Wardrobe 6'-5"x5'-0"

8' - 2 1/2"

6

6' - 1"

Living Area 11'-9"x11'-6"

33' - 6"

2' - 3 3/4"

W4

27' - 6"

5' - 10"

1' - 9"

2' - 6 3/4"

6' - 1"

32' - 6"

32' - 6"

10' - 0 3/4"

5' - 2" W4

5' - 4 3/4"

29' - 2 1/2"

6' - 9 1/8"

14' - 7 3/4"

2W4

W4 W4

4' - 7"

Balcony PER PLAN

5

W4-S

1' - 11"

7' - 5"

M

14' - 6"

13' - 10 1/4"

14' - 6"

16' - 8 1/4"

17' - 4"

Living Area 16'-2"x16'-8"

4' - 5 1/8" H

6

2W4

4' - 2"

H

H

16' - 1 3/4"

7' - 10"

12' - 0"

33' - 6"

6' - 7 3/8"

13' - 0"

12' - 0"

VARIES >=6'-0"

6' - 4 3/4" M

12' - 0"

12' - 0"

5' - 8 1/4"

13' - 0"

10' - 6 1/8"

25' - 0"

VARIES>= 6'-0"

6' - 5 7/8"

24' - 0"

2' - 1"

17' - 0"

1-B

681 SF

650 SF

631 SF

No

412 SF

1-C

ONE BEDROOM

02/19/18

1-A

ONE BEDROOM

01

0-A

ONE BEDROOM

Date

STUDIO

TRASH RM SHAFT WALL 30"

48" MIN.

36" 34"

PULL SIDE

PUSH SIDE

48"

MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR

42"

24" 30"

60" COUNTER/SINK WORK SURFACE CBC 1133A.3

36"

30"

CARBON MONOXIDE ALARMS: FOR NEW CONSTRUCTION , AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS ANDIN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED; AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES . POWER SUPPLY: FOR NEW CONSTRUCTION , REQUIRED CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP . ALARM WIRING SHALL BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION . INTERCONNECTION: WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UINIT OR WITHIN A SLEEPING UNIT , THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.

48"

CBC FIGURE 11A-8F

CBC 1132A.5.1 EXCEPTION 1

39"

CBC 1132A.5.1 EXCEPTION 1

39"

36"

60" DIA. CIRCLE

60

CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS 420 .4.1 AND 420 .4.2 SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS" OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) .

TYPICAL W6 WOOD STUD WALL 2HR W6 WOOD STUD WALL

L 1.0

L 1.1

L 1.2

5th & Harbor

HIGH EFFICACY RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP. HIGH EFFICACY RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP. HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS .

TYPICAL RM SEP. WALL

L 1.3

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

L 1.4

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP. HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

MS

RM SEP. LOADBEARING WALL 1. SEPARATION WALLS - ALL WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS 1 HOUR RATED FIRE PARTITIONS IN ACCORDANCE WITH SECTION 709 .

L 1.5

HIGH EFFICACY OUTDOOR WALL SCONCE -LED LAMP - 3000 TEMP- (MOTION SENSOR)

HIGH EFFICACY RECESSED FLUORESCENT LIGHTING

TYPICAL UNIT PLUMBING WALL

MANEUVERING CLEARANCE AT UNIT INTERIOR W/36" POCKET DOOR.

UNIT LAYOUT PLAN

HIGH EFFICACY PENDANT LIGHT L 1.7

TYPICAL UNIT SEP. WALL 2HR UNIT SEP. WALL @ STAIRCASE

2. HORIZONTAL SEPARATION - FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS , FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS 1-HOUR RATED HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711 .

SHEET TITLE:

L 1.6

L 1.8

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT.

18"

34"

48" DIA. CIRCLE

MANEUVERING CLEARANCE AT UNIT PRIMARY ENTRANCE/EXIT, EXTERIOR/INTERIOR CONDITION.

12"

PUSH SIDE

CBC 1126A.3

44"

48

ADDITIONAL NOTES: CARBON MONOXIDE ALARMS:

18"

36" DIA. CIRCLE

PULL SIDE

36

30" COUNTER/SINK WORK SURFACE CBC 1133A.3

PROJECT NAME:

WL

36"

36" CLR. SPACE IN FRONT OF TOILET CBC 1134A.7-1 WITH EXCEPTION

SYMBOL DESCRIPTION 19" MIM.

30" X 48" CLR. SPACE

LIGHTING LEGEND

1/4" = 1'-0" OWNER:

L 1.9 G

HIGH EFFICACY GIMBLE LED CAN LIGHT- 2700 TEMP. L 1.10

CHARLES COMPANY HIGH EFFICACY PATHWAY OUTDOOR LIGHT

2HR UNIT SEP. PLUMBING WALL

L 1.11

L 1.12

HIGH EFFICACY RECESSED STEP LIGHT

CEILING FAN

SHEET NUMBER:

L 2.0

WALL LEGEND 1/4" = 1'-0"

S/D C/M

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

A‐7.1


12' - 0" 4' - 6 1/4"

13' - 0"

23' - 0"

4' - 7 3/4"

7' - 5 3/4"

35' - 0"

35' - 0"

25' - 0"

8' - 4 1/4"

5' - 7 7/8"

5' - 8 3/8"

12' - 0" 4' - 0"

7' - 7 3/4"

10' - 8 1/2"

5' - 8 1/4"

6' - 3 3/4"

12' - 3 1/2"

5' - 6 3/4"

5' - 1 3/4"

N

3' - 9 3/4"

12' - 0"

8' - 5 3/4"

5' - 8 1/2"

6' - 3 5/8"

8

Master Bath. 8'-6"x7'-2" W4-S

Entrance 5'-3"x9'-6"

2' - 1"

2' - 1"

P-W4 19' - 0 3/4"

UNIT 2A DIMENSION PLAN 1/4" = 1'-0"

2

ONE BEDROOM

1-D

2-A

MS

EQ

L 1.9

EQ

EQ EQ EQ

EQ

EQ

EQ

8'-1 7/8" EQ

3' - 6"

L 1.2

L 1.4

0' - 9"

L 1.0

L 1.4

1' - 0"

2-B

EQ EQ

L 1.0

S/D C/M

Date

EQ

8'-1 7/8" L 1.0

L 1.0

EQ L 1.0

L 1.0

1' - 0"

L 1.0

L 1.9

EQ

5

EQ

EQ S/D C/M

L 1.2

L 2.0

EQ

EQ L 1.0

EQ L 2.0

UNIT 2A REFLECTED CEILING PLAN 1/4" = 1'-0"

981 SF

8'-1 7/8"

EQ

EQ

EQ

2' - 0" 2' - 6 3/8" 2' - 0"

EQ

S/D C/M

EQ L 1.0

EQ EQ

8'-1 7/8"

EQ

TWO BEDROOM

EQ

2' - 6" 1' - 0"

EQ

L 1.0

8'-1 7/8"

L 2.0

9'-2 7/8"

EQ

2' - 0"

EQ

L 1.7

S/D C/M

2' - 6"

L 1.0

EQ L 1.0

2' - 0"

3' - 7"

EQ

EQ

EQ EQ

EQ

EQ L 1.0

S/D C/M

2' - 0"

EQ

EQ

EQ

L 1.1

Revision Description

EQ

L 1.9

L 1.0

L 1.0

L 1.9

EQ

L 1.9

EQ

EQ

UNIT 2B REFLECTED CEILING PLAN 1/4" = 1'-0"

No

L 1.9

L 1.1 L 1.0

EQ

1' - 0" 2' - 6"

L 1.9

L 1.0

EQ EQ

EQ

EQ L 1.2

EQ

EQ

EQ

EQ

EQ S/D C/M

L 1.0

TWO BEDROOM 933 SF

No

504 SF

EQ

L 1.1

Date

6

EQ

2014-51R

L 1.0

EQ

1' - 0"

L 1.4

0' - 4"

EQ

UNIT 1D REFLECTED CEILING PLAN 1/4" = 1'-0"

9'-2 7/8"

3' - 7"

4' - 0" 0' - 9"

L 1.0

EQ L 1.0

L 1.4

8'-1 7/8"

L 1.0

EQ

L 1.2

EQ

EQ EQ

L 2.0 L 1.2

EQ

EQ L 1.0

EQ

4

EQ

EQ

L 1.0

1' - 0"

EQ

L 1.0

EQ

DP NO.

EQ

L 1.0

L 1.0

L 1.0

EQ

2' - 0"

8'-1 7/8" EQ EQ

S/D C/M

EQ

EQ

EQ

S/D C/M

2' - 6"

EQ

EQ EQ

L 1.4

EQ

EQ

8'-1 7/8"

EQ

L 1.1

L 1.0

8'-1 7/8"

EQ

L 2.0 L 1.0

EQ

EQ

3' - 0"

EQ

S/D C/M

L 1.1

L 1.0

EQ

1' - 6" 1' - 6"

EQ

L 1.4

EQ

EQ

L 1.0

EQ

L 1.0

EQ

L 1.7

L 1.0

3' - 0"

4' - 0"

L 1.9

EQ

EQ

L 1.9

2' - 0"

EQ

0' - 4"

L 1.9

EQ

3' - 0"

8'-1 7/8" L 1.6

S/D C/M

L 1.0

EQ

S/D C/M

L 1.1

EQ

EQ L 1.0

EQ

L 1.0

L 1.0

EQ

EQ

EQ

EQ

EQ

S/D C/M EQ

EQ

EQ L 1.0

EQ

L 1.0

EQ

EQ

L 1.0

EQ

L 1.0

EQ

EQ

EQ

EQ EQ

EQ

EQ

0' - 8"

EQ

L 1.0

L 1.1

EQ

L 1.1

EQ

8'-1 7/8"

EQ

EQ

L 1.0

EQ

L 1.1

EQ

EQ EQ

EQ

EQ

L 1.1

L 1.0

EQ

L 1.0

3' - 0"

8'-1 7/8"

EQ

EQ EQ

L 1.0

EQ

EQ

EQ

L 1.1

EQ

EQ

L 1.1

EQ

EQ

L 1.0

L 1.0

EQ

EQ

L 1.0

EQ

L 1.1

S/D C/M

8'-1 7/8"

EQ

0' - 8"

EQ

L 1.0

EQ

EQ

EQ

EQ

L 1.0

8'-1 7/8"

L 1.0

L 1.0

EQ

L 1.0

EQ

L 1.0

EQ

0' - 8"

9'-2 7/8"

L 1.1

EQ

L 1.1

9'-2 7/8"

EQ

EQ

EQ

L 1.0

EQ

9'-2 7/8"

EQ

EQ

L 1.0

EQ

L 1.0

L 1.1

EQ

EQ

L 1.0

EQ

EQ L 1.0

EQ

EQ

EQ L 1.0

EQ

EQ

EQ

L 1.5

L 1.0 L 1.0

L 1.1

9'-2 7/8"

02/19/18

9'-2 7/8"

MS

L 1.0

9'-2 7/8"

EQ

L 1.1

EQ

EQ

L 1.5

EQ

BALCONY ABOVE

EQ

L 1.1

EQ

BALCONY ABOVE

4' - 0"

0' - 8"

EQ

EQ

1' - 0" EQ

EQ

EQ

EQ

EQ

EQ

4' - 0"

0' - 6 3/4"

EQ

0' - 10 3/4"

UNIT 2B DIMENSION PLAN 1/4" = 1'-0"

EQ

1

BALCONY ABOVE

EQ

18' - 9 3/4"

35' - 0"

1' - 0"

UNIT 1D DIMENSION PLAN 1/4" = 1'-0"

8' - 0"

4' - 9"

35' - 0"

MS

3

11' - 5 1/4"

LIGHTING LEGEND 30"

18"

36" 34"

PUSH SIDE

MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR

18"

34"

48" DIA. CIRCLE

48"

PULL SIDE

48

MANEUVERING CLEARANCE AT UNIT PRIMARY ENTRANCE/EXIT, EXTERIOR/INTERIOR CONDITION.

12"

CBC 1126A.3

44"

60" COUNTER/SINK WORK SURFACE CBC 1133A.3

POWER SUPPLY: FOR NEW CONSTRUCTION , REQUIRED CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP . ALARM WIRING SHALL BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION . INTERCONNECTION: WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UINIT OR WITHIN A SLEEPING UNIT , THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.

48"

CBC FIGURE 11A-8F

CBC 1132A.5.1 EXCEPTION 1

39"

CBC 1132A.5.1 EXCEPTION 1

39"

36"

24" 30"

36"

30"

CARBON MONOXIDE ALARMS: FOR NEW CONSTRUCTION , AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS ANDIN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED; AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES .

CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS 420 .4.1 AND 420 .4.2 SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS" OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) .

TYPICAL W6 WOOD STUD WALL

SYMBOL DESCRIPTION L 1.0

L 1.1

2HR W6 WOOD STUD WALL

L 1.2

MANEUVERING CLEARANCE AT UNIT INTERIOR W/36" POCKET DOOR.

PROJECT NAME:

5th & Harbor

HIGH EFFICACY RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP. HIGH EFFICACY RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP. HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

WL

ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS .

L 1.3

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP.

L 1.4

HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

TYPICAL RM SEP. WALL MS

1. SEPARATION WALLS - ALL WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS 1 HOUR RATED FIRE PARTITIONS IN ACCORDANCE WITH SECTION 709 .

RM SEP. LOADBEARING WALL

L 1.5

HIGH EFFICACY OUTDOOR WALL SCONCE -LED LAMP - 3000 TEMP- (MOTION SENSOR)

HIGH EFFICACY RECESSED FLUORESCENT LIGHTING

SHEET TITLE:

UNIT LAYOUT PLAN

L 1.6

TYPICAL UNIT PLUMBING WALL

HIGH EFFICACY PENDANT LIGHT L 1.7

TYPICAL UNIT SEP. WALL

L 1.8

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT.

42"

60" DIA. CIRCLE

60

ADDITIONAL NOTES: CARBON MONOXIDE ALARMS:

PUSH SIDE

48" MIN. PULL SIDE

36

36" DIA. CIRCLE

36"

36" CLR. SPACE IN FRONT OF TOILET CBC 1134A.7-1 WITH EXCEPTION

TRASH RM SHAFT WALL 30" COUNTER/SINK WORK SURFACE CBC 1133A.3

19" MIM.

30" X 48" CLR. SPACE

01

4' - 6"

25' - 0"

1' - 6"

11' - 5 1/4"

P-W4

L 1.5

10' - 6 3/4"

1' - 4"

‐ ‐ ‐ ‐ ‐

P-W4

9' - 2 1/8"

2' - 0"

4' - 10"

32' - 6"

W6 1

W6

0' - 5 1/8"

Master Bath. 8'-6"x7'-2"

Kitchen 9'-0"x9'-4"

60"

ADA Bath. 10'-5"x7'-2"

1

P-W4

27' - 6"

W4-S

W4 2W4

Master Ward. 4'-9"x5'-0"

9

60"

ADA Bath. 10'-5"x7'-2"

Kitchen 9'-0"x9'-4"

60"

12' - 0 3/4"

19' - 7 3/4"

W&D 3 3'-6"x4'-0"

8' - 2 1/2"

5' - 6 3/4"

60"

8' - 2 1/2"

8

2

W4

1

10

4

9

W4-S

F-2W4

8'-6" x 7'-2"

W4

4' - 0"

4' - 4 3/4" 0" ADA ' - Bath 560"

Entrance 5'-4"x9'-4"

Sitting Area 11'-0"x7'-0"

Wardrobe 5'-5"x2'-2"

2

14' - 2"

Entrance 5'-0" x 6'-10"

W&D 3 3'-6"x4'-0"

W4

5' - 4 3/4"

4 S-2W4

Master Ward. 10 4'-8"x5'-0"

2W4

W4-S

4' - 0"

W4

6

2' - 6 3/4"

W4

2

33' - 6"

Dining Area 11'-0"x7'-0"

Master Bed. 11'-9"x13'-3"

W4

4' - 4 3/4"

W4

5' - 1 1/4"

32' - 6"

Wardrobe 4'-9"x5'-0"

Sitting Area 11'-0"x14'-10"

W4-S

6' - 8 1/8"

5' - 4 3/4"

6

Bedroom 10'-5"x11'-10"

11' - 0"

5' - 4 3/4"

Kitchen 5'-7" x 13'-0"

5' - 3"

Master Bed. 11'-9"x13'-3"

W4-S 5' - 4 3/4"

27' - 6"

2W4

Wardrobe 4'-0" x 4'- 5"

32' - 6"

3

5' - 2 3/8"

W4 32' - 6"

32' - 6"

W&D 4'-0" x 3'-0"

M

10' - 0 1/2"

W4

4

M

12' - 4"

W6-Ra

W4

21' - 9 3/4"

Sitting Area 11'-8" x 11'-8"

Balcony 12'-0"x6'-0"

7

Sitting Area 11'-0"x14'-10" 11' - 5"

Bedroom 10'-6"x13'-10"

18' - 4"

W4-S

14' - 6"

Bedroom 12'- 3" x 11'-8 "

19' - 7 3/4"

5

13' - 10 1/4"

M

4' - 1 3/4"

Balcony PER PLAN

7

VARIES>=6'-0"

W4-S

W6-a

1' - 10"

W6-a

5' - 0"

VARIES>=6'-0"

Balcony PER PLAN

27' - 6"

VARIES>=6'-0"

H

1/4" = 1'-0" OWNER:

L 1.9 G

2. HORIZONTAL SEPARATION - FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS , FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS 1-HOUR RATED HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711 .

2HR UNIT SEP. WALL @ STAIRCASE

HIGH EFFICACY GIMBLE LED CAN LIGHT- 2700 TEMP. L 1.10

CHARLES COMPANY HIGH EFFICACY PATHWAY OUTDOOR LIGHT

L 1.11

2HR UNIT SEP. PLUMBING WALL

L 1.12

HIGH EFFICACY RECESSED STEP LIGHT

CEILING FAN

SHEET NUMBER:

L 2.0

WALL LEGEND 1/4" = 1'-0"

S/D C/M

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

A‐7.2


14' - 8 1/8" 4' - 11 3/8" 12' - 0"

9' - 8 3/4"

25' - 6" 45' - 0" 7' - 10 1/8"

13' - 10 3/8"

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

7' - 2 1/4"

C2

12' - 6 7/8"

Balcony PER PLAN

R

15 13' - 3"

5

Sitting Area 12'-2"x11'-6"

12' - 3"

12' - 10 3/4"

12' - 2"

9' - 3 3/4"

13' - 8 1/8" Balcony PER PLAN

12' - 0 7/8"

R

11' - 6"

16' - 6"

1' - 6 7/8"

R

7

Bedroom 11'-9"x10'-6"

Bedroom 12'-7"x12'-3"

Living Area 13'-3" x12'-9" S-2W4 2W4

4

2' - 1"

9

Master Ward. 11'-6"x2'-2"

1

1' - 2"

32' - 6 7/8"

4' - 6"

13' - 10 3/8"

0' - 5 1/8"

29' - 6"

26' - 6" 4' - 3 1/2"

5' - 4 3/4"

60

W&D 3'-6"x3'-4"

P-W4

4' - 7"

3' - 2 1/4"

26' - 6 3/4"

4' - 6"

4 UNIT 2D DIMENSION PLAN 1/4" = 1'-0"

6' - 11 7/8"

14' - 8 1/8"

45' - 0"

37' - 6"

ADA Bath 8'-2" x 5'-0"

14 1' - 0 1/2"

2' - 5 1/8"

10

1' - 3"

2' - 3"

W4

UNIT 2F DIMENSION PLAN 1/4" = 1'-0"

3

UNIT 0B DIMENSION PLAN 1/4" = 1'-0"

‐ ‐ ‐ ‐ ‐

60"

1

Master Bath. 5'-2"x7'-2"

Master Bath. 1' - 6" 8'-6"x7'-2"

1598

W4

13

2' - 1"

60"

ADA Bath. 8'-6"x7'-2"

Kitchen 10'-5 1/8 " x7-5 1/2 "

8' - 9 3/4"

"

8' - 0"

-0

60"

5'

Entrance 5'-1"x7'-10"

W4

Kitchen & Dining 4'-8"x11'-0"

Wardrobe 5' 5 1/8" x3'-6"

W&D 16 3'-0" x 3'-6"

2W4

W6

5' - 9 7/8"

17

8

2' - 9"

2

ADA Bath. 7'-2"x10'-7"

Master Ward. 5'-10"x5'-0"

7

4' - 0 3/8"

W4

8' - 2 1/2"

Kitchen 6'-1"x9'-10"

6

5' - 0"

Entrance 5'-11"x9'-0"

2

Master Bed. 11'-6"x12'-4"

5' - 4 3/4"

20' - 2 1/2"

6

5' - 0"

3

60"

W&D 3'-11"x3'-6"

1' - 1 5/8"

Wardrobe 7'-0"x5'-0"

Sitting Area 17'-10"x11'-2"

5' - 0"

3

Dining Area 11'-2"x5'-1"

8' - 2 1/2"

16' - 0"

12' - 4 3/8"

4

W4

2' - 6 3/8"

8' - 0"

5

3' - 4 3/4"

Master Bed. 12'-7"x12'-3"

17' - 10"

5' - 4 3/4"

0' - 9 3/4"

2' - 10"

3' - 6"

8' - 7 3/8"

5' - 2 1/8"

6' - 2 7/8"

5' - 4 3/4"

8

7' - 4 3/4"

26' - 6"

25' - 0 7/8"

32' - 6"

N

11' - 6 1/4"

W4-S

W4-S

33' - 6"

11

MIN 36"

5' - 4 3/4"

Wardrobe 6'-2"x5'-0"

5

4' - 11 1/8"

12' - 9"

10' - 7 1/2"

M

12' - 6 7/8"

R

3' - 0"

Balcony PER PLAN

11' - 9 3/8"

9' - 7 3/4"

13' - 7 3/4"

0' - 0"

VARIES>=6'-0"

H

17' - 6"

6' - 0"

6' - 6 3/8"

13' - 4 3/4"

6' - 6 1/2"

15' - 10 3/4"

3' - 0"

15' - 3"

9' - 0"

12' - 5 1/8"

7' - 6"

13' - 0 7/8"

6' - 0"

12' - 0"

BALCONY ABOVE

8'-1 7/8"

EQ

EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ EQ

EQ L 1.0

S/D C/M

L 1.2

S/D C/M

8'-1 7/8"

L 1.9

EQ

EQ

L 1.0

L 1.0

L 1.0

L 1.0

L 1.0

L 1.0

L 1.0

EQ

8'-1 7/8" Date

S/D C/M

L 1.9 L 1.0

L 1.0

L 1.0

L 1.0

EQ L 1.2

EQ

EQ

EQ

EQ

EQ

8'-1 7/8"

L 1.9

L 1.0

EQ

8'-1 7/8"

EQ S/D C/M

EQ

L 2.0

EQ

EQ L 1.2

0' - 8" EQ

L 2.0

EQ

S/D C/M

EQ

EQ

L 1.1

EQ

EQ

EQ

L 1.0

EQ

EQ

L 1.0

EQ

EQ

EQ

EQ

EQ

EQ

EQ

9'-2 7/8"

EQ

EQ

EQ

8'-1 7/8"

L 1.7

EQ

L 1.0

EQ

EQ EQ

EQ

EQ

EQ 1' - 4"

L 1.0 L 1.1

L 1.0

3' - 2"

L 1.0

8'-1 7/8"

1' - 0"

EQ

L 1.0

EQ

EQ EQ EQ EQ

EQ EQ

EQ

L 1.1

2014-51R

Revision Description

L 1.9

L 1.0

S/D C/M

1' - 0"

L 1.9

L 1.0

S/D C/M

6' - 6"

EQ

L 1.9

EQ

EQ EQ L 1.0

L 1.0

L 1.1

EQ

EQ

EQ

L 2.0

L 1.1

L 1.0

DP NO. L 1.0

EQ

1' - 0"

8'-1 7/8"

L 1.2

EQ

EQ

EQ EQ

EQ EQ

S/D C/M

EQ

L 1.2

L 1.0

EQ

L 1.0

L 1.0

EQ

EQ

EQ

EQ

L 1.0

L 1.1

L 1.0

EQ

8'-1 7/8"

EQ

EQ EQ EQ

L 1.0

L 1.0

EQ

8'-1 7/8"

EQ

EQ

EQ

8'-1 7/8"

EQ

EQ

2' - 0"0' - 9"

L 1.4

EQ

3' - 4"

L 1.4 L 1.0

EQ EQ EQ

L 1.0

L 1.0

2' - 6"

1' - 0"

EQ

EQ

0' - 6"

EQ

EQ

L 1.4 2' - 2" L 1.4

EQ

L 2.0

EQ L 1.0

L 1.0

EQ

EQ

EQ

EQ

EQ

EQ

EQ

1' - 0"

L 1.1

EQ

L 1.1

L 1.0

9'-2 7/8"

L 1.1

EQ

L 1.0

L 1.0

9'-2 7/8"

S/D C/M

EQ

EQ

EQ L 1.0

EQ

S/D C/M

EQ

EQ

EQ

EQ

L 1.1

L 1.7

S/D C/M L 1.0

EQ EQ

8'-1 7/8"

L 1.1

1' - 0"

L 1.0

EQ

L 1.0

EQ

EQ

EQ

L 1.1

EQ

EQ

L 1.1

9'-2 7/8"

L 1.0

EQ

L 1.0 L 1.1

L 1.0

2' - 6"

EQ

L 1.1

EQ

MS

L 1.0

EQ

EQ

EQ

EQ

L 1.1

L 1.1

EQ

L 1.0

EQ EQ

EQ EQ

EQ

S/D C/M

MS

EQ

EQ

L 1.1

EQ

EQ

L 1.0

L 1.0

8'-1 7/8"

EQ

EQ

EQ

EQ

EQ

L 1.0

L 1.0 L 1.0

1' - 6" L 1.5

L 1.1

EQ

EQ

EQ

EQ

11' - 0" L 1.5

0' - 8"

EQ

EQ

0' - 8"

9'-2 7/8"

EQ

EQ

EQ

EQ 5' - 0"

8'-1 7/8" EQ

9'-2 7/8"

EQ

EQ

L 1.1

L 1.0

EQ

L 1.0

EQ

1' - 0"

9'-2 7/8"

MS

EQ

L 1.0

BALCONY ABOVE

8' - 0"

EQ

L 1.0

L 1.5

4' - 0"

L 1.1

EQ

EQ

EQ

EQ

EQ

EQ

EQ

0' - 8"

L 2.0

L 1.0

1' - 0"

EQ EQ EQ

UNIT 2D REFLECTED CEILING PLAN 1/4" = 1'-0"

1

UNIT 2F REFLECTED CEILING PLAN 1/4" = 1'-0"

6

UNIT 0B REFLECTED CEILING PLAN 1/4" = 1'-0"

No

2

0-B

1076 SF

308 SF

No

1076 SF

02/19/18

2-F

STUDIO

LIGHTING LEGEND 30"

36" 34"

PUSH SIDE

MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR

18"

34"

48" DIA. CIRCLE

42"

30"

30"

60" COUNTER/SINK WORK SURFACE CBC 1133A.3

36"

24"

60

CBC FIGURE 11A-8F

CBC 1132A.5.1 EXCEPTION 1

39"

CBC 1132A.5.1 EXCEPTION 1

39"

POWER SUPPLY: FOR NEW CONSTRUCTION , REQUIRED CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP . ALARM WIRING SHALL BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION . INTERCONNECTION: WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UINIT OR WITHIN A SLEEPING UNIT , THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.

48"

36"

60" DIA. CIRCLE

CARBON MONOXIDE ALARMS: FOR NEW CONSTRUCTION , AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS ANDIN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED; AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES .

CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS 420 .4.1 AND 420 .4.2 SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS"

TRASH RM SHAFT WALL

SYMBOL DESCRIPTION L 1.0

TYPICAL W6 WOOD STUD WALL OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) .

L 1.1

2HR W6 WOOD STUD WALL

ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS . TYPICAL RM SEP. WALL

L 1.2

MANEUVERING CLEARANCE AT UNIT INTERIOR W/36" POCKET DOOR.

PROJECT NAME:

5th & Harbor

HIGH EFFICACY RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP. HIGH EFFICACY RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP. HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -DOWN LIGHT- 2700 TEMP.

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

WL

L 1.3

HIGH EFFICACY WATER RESISTSANT RECESSED LED CAN LIGHT -WALL WASHER- 2700 TEMP.

L 1.4

HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

SHEET TITLE:

MS

L 1.5

48"

PULL SIDE

48

MANEUVERING CLEARANCE AT UNIT PRIMARY ENTRANCE/EXIT, EXTERIOR/INTERIOR CONDITION.

12"

PUSH SIDE

48" MIN.

CBC 1126A.3

44"

ADDITIONAL NOTES: CARBON MONOXIDE ALARMS:

18"

36" DIA. CIRCLE

PULL SIDE

36

36"

36" CLR. SPACE IN FRONT OF TOILET CBC 1134A.7-1 WITH EXCEPTION

30" COUNTER/SINK WORK SURFACE CBC 1133A.3

19" MIM.

30" X 48" CLR. SPACE

01

2-F

TWO BEDROOM

Date

TWO BEDROOM

1. SEPARATION WALLS - ALL WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS 1 HOUR RATED FIRE PARTITIONS IN ACCORDANCE WITH SECTION 709 .

HIGH EFFICACY OUTDOOR WALL SCONCE -LED LAMP - 3000 TEMP- (MOTION SENSOR)

RM SEP. LOADBEARING WALL HIGH EFFICACY RECESSED FLUORESCENT LIGHTING L 1.6

TYPICAL UNIT PLUMBING WALL

UNIT LAYOUT PLAN

HIGH EFFICACY PENDANT LIGHT L 1.7

L 1.8

TYPICAL UNIT SEP. WALL

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT.

1/4" = 1'-0" OWNER:

L 1.9 G

2. HORIZONTAL SEPARATION - FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS , FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS 1-HOUR RATED HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711 .

2HR UNIT SEP. WALL @ STAIRCASE

HIGH EFFICACY GIMBLE LED CAN LIGHT- 2700 TEMP. L 1.10

HIGH EFFICACY PATHWAY OUTDOOR LIGHT

CHARLES COMPANY

L 1.11

2HR UNIT SEP. PLUMBING WALL

L 1.12

HIGH EFFICACY RECESSED STEP LIGHT

CEILING FAN L 2.0

WALL LEGEND 1/4" = 1'-0"

S/D C/M

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

SHEET NUMBER:

A‐7.3


CONCRETE. CONCRETE. PAINT. PAINT. PAINT. PAINT. CONCRETE. CONCRETE. CONCRETE. CONCRETE.

CONCRETE. CONCRETE. PAINT. PAINT. PAINT. PAINT. CONCRETE. CONCRETE. CONCRETE. CONCRETE.

N/A N/A N/A N/A N/A N/A MDF. N/A N/A N/A

CONCRETE. CONCRETE. CONCRETE. CONCRETE. CONCRETE. CONCRETE. VINYL CLADDING CONCRETE. CONCRETE. CONCRETE.

CONCRETE. CONCRETE. CONCRETE. CONCRETE. CONCRETE. CONCRETE. PAINT. CONCRETE. CONCRETE. CONCRETE.

CONCRETE. CONCRETE. CONCRETE. CONCRETE. CONCRETE. CONCRETE. PAINT. CONCRETE. CONCRETE. CONCRETE.

MDF. N/A N/A N/A

VINYL CLADDING CONCRETE. CONCRETE. CONCRETE.

PAINT. CONCRETE. CONCRETE. CONCRETE.

PAINT. CONCRETE. CONCRETE. CONCRETE.

MDF. N/A N/A N/A

VINYL CLADDING CONCRETE. CONCRETE. CONCRETE.

PAINT. CONCRETE. CONCRETE. CONCRETE.

PAINT. CONCRETE. CONCRETE. CONCRETE.

UNIT 2A UNIT 2A UNIT 2A UNIT 0A UNIT 0A UNIT 0A UNIT 0A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B

MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF.

FLOOR VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING.

WALL PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

CEILING

RM. NO.

PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

201 201 201 201 201 201 201 202 202 202 202 202 202 202 203 203 203 203 203 203 203 204 204 204 204 204 204 204 205 205 205 205 205 205 205 206 206 206 206 206 206 206 207 207 207 207 207 207 207 208 208 208 208 208 208 208 209 209 209 209 209 209 209 210 210 210 210 210 210 210 211 211 211 211 211 211 211 212 212 212 212 212 213 213 213 213 213 213 213 214 214 214 214 214

TYPE. UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-CLOSET UNIT-ENTRANCE UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN

TYPE UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2C UNIT 2C UNIT 2C UNIT 2C UNIT 2C UNIT 2C UNIT 2C UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 0A UNIT 0A UNIT 0A UNIT 0A UNIT 0A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B

AREA 61 SF 147 SF 26 SF 56 SF 38 SF 150 SF 11 SF 75 SF ... 79 SF 157 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 229 SF 24 SF 78 SF 177 SF 28 SF 68 SF 59 SF 186 SF 25 SF 75 SF ... 79 SF 124 SF ... 169 SF 11 SF ... 24 SF 69 SF 79 SF 229 SF 23 SF 75 SF ... 79 SF 157 SF ... 170 SF 24 SF ... 27 SF 68 SF 80 SF 229 SF 23 SF 78 SF 177 SF 29 SF 68 SF 59 SF 186 SF 25 SF 75 SF ... 79 SF 169 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 229 SF 23 SF 78 SF 177 SF 29 SF 68 SF 59 SF 174 SF 25 SF 75 SF ... 79 SF 158 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 228 SF 23 SF 41 SF ... 57 SF 135 SF ... 154 SF 23 SF ... 33 SF 45 SF 80 SF 234 SF 21 SF 75 SF ... 79 SF 169 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 229 SF 24 SF 61 SF 20 SF 42 SF 264 SF 13 SF 78 SF 177 SF 29 SF 68 SF 59 SF 186 SF 25 SF 78 SF 177 SF 29 SF 68 SF 59 SF

BASE MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF.

FLOOR VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING.

WALL PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT.

CEILING

RM. NO.

PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

214 214 215 215 215 215 215 215 215 216 216 216 216 216 216 216 217 217 217 217 217 217 217 218 218 218 218 218 218 218 219 219 219 219 219 219 219 220 220 220 220 220 220 220 221 221 221 221 221 221 221 222 222 222 222 222 222 222 223 223 223 223 223 223 223 224 224 224 224 224 224 224 225 225 225 225 225 225 225 226 226 226 226 226 226 226 227 227 227 227 227 227 227

TYPE. UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET

TYPE UNIT 1B UNIT 1B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D

AREA 186 SF 25 SF 73 SF ... 77 SF 132 SF ... 170 SF 11 SF ... 23 SF 69 SF 81 SF 229 SF 22 SF 73 SF ... 78 SF 132 SF ... 169 SF 11 SF ... 24 SF 69 SF 79 SF 229 SF 23 SF 85 SF 191 SF 34 SF 68 SF 59 SF 186 SF 29 SF 85 SF 192 SF 33 SF 68 SF 59 SF 186 SF 29 SF 85 SF 191 SF 34 SF 67 SF 59 SF 186 SF 30 SF 85 SF 191 SF 34 SF 85 SF 55 SF 125 SF 29 SF Not Enclosed 191 SF 34 SF 85 SF 55 SF 122 SF 29 SF 75 SF ... 79 SF 169 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 229 SF 23 SF 85 SF 192 SF 33 SF 68 SF 59 SF 186 SF 29 SF 75 SF ... 79 SF 169 SF ... 171 SF 24 SF ... 26 SF 69 SF 80 SF 229 SF 22 SF 73 SF ... 78 SF 169 SF ... 170 SF 23 SF ... 24 SF 68 SF 80 SF 229 SF 23 SF 62 SF ... 71 SF 182 SF ... 225 SF 30 SF ... 35 SF 68 SF 79 SF 268 SF 12 SF 62 SF ... 70 SF 182 SF ... 225 SF 30 SF ... 35 SF 68 SF 79 SF 268 SF 12 SF

BASE MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF.

FLOOR VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING.

WALL PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

CEILING PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

DP NO.

2014-51R

02/27/18

CONCRETE. CONCRETE. VINYL CLADDING. STONE VINYL CLADDING VINYL CLADDING CONCRETE. CONCRETE. CONCRETE. CONCRETE.

41 SF 19 SF 47 SF 181 SF 9 SF 75 SF ... 77 SF 159 SF ... 171 SF 23 SF ... 26 SF 68 SF 82 SF 229 SF 24 SF 78 SF 179 SF 27 SF 61 SF 65 SF 176 SF 25 SF 76 SF 171 SF 27 SF 61 SF 64 SF 176 SF 24 SF 91 SF 160 SF 27 SF 67 SF 65 SF 170 SF 25 SF 75 SF ... 77 SF 159 SF ... 171 SF 23 SF ... 26 SF 68 SF 82 SF 229 SF 23 SF 78 SF 177 SF 28 SF 62 SF 64 SF 176 SF 25 SF 75 SF ... 77 SF 159 SF ... 171 SF 23 SF ... 26 SF 68 SF 82 SF 229 SF 24 SF 75 SF ... 77 SF 170 SF ... 171 SF 23 SF ... 26 SF 43 SF ... 68 SF 82 SF 229 SF 24 SF 61 SF 20 SF 263 SF 13 SF 78 SF 177 SF 29 SF 68 SF 59 SF 186 SF 25 SF 78 SF 177 SF 29 SF 68 SF 59 SF 186 SF 25 SF 77 SF 174 SF 28 SF 68 SF 59 SF 186 SF 25 SF

BASE

01

CONCRETE. CONCRETE. PAINT. PAINT. PAINT. PAINT. CONCRETE. PAINT.

UNIT 0B UNIT 0B UNIT 0B UNIT 0B UNIT 0B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A

AREA

‐ ‐ ‐ ‐ ‐

CONCRETE. CONCRETE. PAINT. PAINT. PAINT. PAINT. CONCRETE. PAINT.

UNIT-BATH RM UNIT-CLOSET UNIT-ENTRANCE UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-CLOSET UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET

TYPE

-

CONCRETE. CONCRETE. VINYL CLADDING. VINYL CLADDING. STONE VINYL CLADDING. CONCRETE. CONCRETE.

101 101 101 101 101 102 102 102 102 102 102 102 103 103 103 103 103 103 103 104 104 104 104 104 104 104 105 105 105 105 105 105 105 106 106 106 106 106 106 106 107 107 107 107 107 107 107 108 108 108 108 108 108 108 109 109 109 109 109 109 109 110 110 110 110 111 111 111 111 111 111 111 112 112 112 112 112 112 112 113 113 113 113 113 113 113

TYPE.

Date

G-09 UTILITY G-10 BIKE PARKING (25 STALLS) G-11 GYM G-A RESIDENTIAL LOBBY G-AC1 RESI. CORRIDOR G-AC2 RESI. CORRIDOR G-C FIRE ACCESS G-RC2 RETAIL CORRIDOR P1 RETAIL PARKING P1-C PARKING CORRIDOR F. F. LEVEL 2 C1 STAIR 1 C2 STAIR 2 C3 STAIR 3 C4 STAIR 4 E1 ELE. 1 E2 ELE. 2 L2-AC RESI. CORRIDOR L2-PC PARKING CORRIDOR L2-T TRASH RM. P2 PARKING L2 F. F. LEVEL 3 L3-AC RESI. CORRIDOR L3-PC PARKING CORRIDOR L3-T TRASH RM. P3 PARKING L3 F. F. LEVEL 4 L4-AC RESI. CORRIDOR L4-PC PARKING CORRIDOR L4-T TRASH RM. P4 PARKING L4

N/A N/A MDF. MDF. MDF. MDF. N/A CERAMIC TILE. N/A N/A MDF. MDF. MDF. MDF. N/A N/A N/A N/A

RM. NO.

Revision Description

F. F. E. SITE UNIT 2E Room F. F. LEVEL 1 G-01 COMMERCIAL A G-02 COMMERCIAL B G-03 RECREATIONAL AREA G-04 RECREATIONAL AREA G-05 LOBBY G-06 LEASING G-07 TRASH RECYCLE ROOM G-08 OPEN SHOWER

Floor Finish

Ceiling Finish

UNIT RM FINISH SCH. L2

No

NAME

Wall Finish

UNIT RM FINISH SCH. L2

Date

RM NO.

Base Finish

UNIT RM FINISH SCH. L1

No

PROJECT RM. FINISH SCH.

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

FINISH SCHEDULE

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐8.1.1


RM. NO.

PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

314 314 315 315 315 315 315 315 315 316 316 316 316 316 316 316 317 317 317 317 317 317 317 318 318 318 318 318 318 318 319 319 319 319 319 319 319 320 320 320 320 320 320 320 321 321 321 321 321 321 321 322 322 322 322 322 322 322 323 323 323 323 323 323 323 324 324 324 324 324 324 324 325 325 325 325 325 325 325 326 326 326 326 326 326 326 327 327 327 327 327 327 327

TYPE. UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET

TYPE UNIT 1B UNIT 1B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 2A UNIT 2A UNIT 2A UNIT 0A UNIT 0A UNIT 2A UNIT 2A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D

AREA 186 SF 25 SF 73 SF ... 77 SF 132 SF ... 170 SF 11 SF ... 23 SF 69 SF 81 SF 229 SF 22 SF 73 SF ... 78 SF 132 SF ... 169 SF 11 SF ... 24 SF 69 SF 79 SF 229 SF 23 SF 85 SF 191 SF 34 SF 68 SF 59 SF 186 SF 29 SF 85 SF 192 SF 33 SF 68 SF 59 SF 186 SF 29 SF 85 SF 191 SF 34 SF 67 SF 59 SF 186 SF 30 SF 85 SF 191 SF 34 SF 85 SF 55 SF 126 SF 29 SF Not Enclosed 191 SF 34 SF 85 SF 55 SF 126 SF 29 SF 75 SF ... 78 SF 169 SF ... 172 SF 24 SF ... 25 SF 69 SF 80 SF 229 SF 22 SF 85 SF 192 SF 33 SF 68 SF 59 SF 186 SF 29 SF 75 SF ... 79 SF 169 SF ... 171 SF 24 SF ... 26 SF 69 SF 80 SF 229 SF 22 SF 73 SF ... 78 SF 169 SF ... 170 SF 23 SF ... 24 SF 68 SF 80 SF 229 SF 23 SF 62 SF ... 71 SF 182 SF ... 225 SF 30 SF ... 35 SF 68 SF 79 SF 268 SF 12 SF 62 SF ... 70 SF 182 SF ... 225 SF 30 SF ... 35 SF 68 SF 79 SF 268 SF 12 SF

BASE MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF.

FLOOR VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING.

WALL PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

CEILING

RM. NO.

PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

401 401 401 401 401 401 401 403 403 403 403 403 403 403 404 404 404 404 404 404 404 405 405 405 405 405 405 405 406 406 406 406 406 406 406 407 407 407 407 407 407 407 408 408 408 408 408 408 408 409 409 409 409 409 409 409 410 410 410 410 410 410 410 411 411 411 411 411 411 411 412 412 412 412 412 412 412 413 413 413 413 413 413 413 414 414 414 414 414 414 414

TYPE. UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET

TYPE UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2A UNIT 2A UNIT 2A UNIT 0A UNIT 0A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2C UNIT 2C UNIT 2C UNIT 2C UNIT 2C UNIT 2C UNIT 2C UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B

AREA 61 SF 147 SF 26 SF 56 SF 38 SF 150 SF 11 SF 78 SF 177 SF 28 SF 68 SF 59 SF 186 SF 25 SF 75 SF ... 79 SF 124 SF ... 169 SF 11 SF ... 24 SF 69 SF 79 SF 229 SF 23 SF 75 SF ... 79 SF 157 SF ... 170 SF 24 SF ... 27 SF 68 SF 80 SF 229 SF 23 SF 78 SF 177 SF 29 SF 68 SF 59 SF 186 SF 25 SF 75 SF ... 78 SF 169 SF ... 172 SF 24 SF ... 25 SF 69 SF 80 SF 229 SF 22 SF 78 SF 177 SF 29 SF 68 SF 59 SF 174 SF 25 SF 75 SF ... 79 SF 158 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 228 SF 23 SF 41 SF ... 57 SF 135 SF ... 154 SF 23 SF ... 33 SF 45 SF 80 SF 234 SF 21 SF 75 SF ... 79 SF 169 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 229 SF 24 SF 61 SF ... 79 SF 157 SF ... 171 SF 20 SF ... 26 SF 42 SF ... 68 SF 80 SF 229 SF ... 264 SF 12 SF ... 23 SF 78 SF 179 SF 27 SF 68 SF 59 SF 186 SF 25 SF 78 SF 179 SF 27 SF 68 SF 59 SF 186 SF 25 SF

BASE MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF.

FLOOR VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING.

WALL PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

CEILING

RM. NO.

PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

415 415 415 415 415 415 415 416 416 416 416 416 416 416 417 417 417 417 417 417 417 418 418 418 418 418 418 418 419 419 419 419 419 419 419 420 420 420 420 420 420 420 421 421 421 421 421 421 421 422 422 422 422 422 422 422 423 423 423 423 423 423 423 424 424 424 424 424 424 424 425 425 425 425 425 425 425 426 426 426 426 426 426 426 427 427 427 427 427 427 427

TYPE. UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET

TYPE UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 1C UNIT 2A UNIT 2A UNIT 2A UNIT 0A UNIT 0A UNIT 2A UNIT 2A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 1A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D UNIT 2D

AREA 61 SF ... 73 SF 137 SF ... 186 SF 22 SF ... 23 SF 61 SF 81 SF 231 SF 11 SF 73 SF ... 78 SF 132 SF ... 169 SF 11 SF ... 24 SF 69 SF 79 SF 229 SF 23 SF 85 SF 191 SF 34 SF 68 SF 59 SF 186 SF 29 SF 85 SF 192 SF 33 SF 68 SF 59 SF 186 SF 29 SF 85 SF 191 SF 34 SF 67 SF 59 SF 186 SF 30 SF 85 SF 191 SF 34 SF 85 SF 55 SF 126 SF 29 SF Not Enclosed 191 SF 34 SF 85 SF 55 SF 126 SF 29 SF 75 SF ... 78 SF 169 SF ... 172 SF 24 SF ... 25 SF 69 SF 80 SF 229 SF 22 SF 85 SF 192 SF 33 SF 68 SF 59 SF 186 SF 29 SF 75 SF ... 79 SF 169 SF ... 171 SF 24 SF ... 26 SF 69 SF 80 SF 229 SF 22 SF 73 SF ... 78 SF 169 SF ... 170 SF 23 SF ... 24 SF 68 SF 80 SF 229 SF 23 SF 62 SF ... 71 SF 182 SF ... 225 SF 30 SF ... 35 SF 68 SF 79 SF 268 SF 12 SF 62 SF ... 70 SF 182 SF ... 225 SF 30 SF ... 35 SF 68 SF 79 SF 268 SF 12 SF

BASE MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF.

FLOOR VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING.

WALL PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

CEILING PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

DP NO.

2014-51R

02/27/18

PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT/ CERAMIC TILE PAINT. PAINT. PAINT. PAINT.

CEILING

01

VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING. VINYL CLADDING.

WALL

‐ ‐ ‐ ‐ ‐

MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF. MDF.

FLOOR

-

61 SF 147 SF 26 SF 56 SF 38 SF 150 SF 11 SF 75 SF ... 79 SF 157 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 229 SF 24 SF 78 SF 177 SF 28 SF 68 SF 59 SF 186 SF 25 SF 75 SF ... 79 SF 124 SF ... 169 SF 11 SF ... 24 SF 69 SF 79 SF 229 SF 23 SF 75 SF ... 79 SF 157 SF ... 170 SF 24 SF ... 27 SF 68 SF 80 SF 229 SF 23 SF 78 SF 177 SF 29 SF 68 SF 59 SF 186 SF 25 SF 75 SF ... 79 SF 169 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 229 SF 23 SF 78 SF 177 SF 29 SF 68 SF 59 SF 174 SF 25 SF 75 SF ... 79 SF 158 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 228 SF 23 SF 41 SF ... 57 SF 135 SF ... 154 SF 23 SF ... 33 SF 45 SF 80 SF 234 SF 21 SF 75 SF ... 79 SF 169 SF ... 171 SF 24 SF ... 26 SF 68 SF 80 SF 229 SF 24 SF 61 SF 20 SF 42 SF 264 SF 13 SF 78 SF 177 SF 29 SF 68 SF 59 SF 186 SF 25 SF 78 SF 177 SF 29 SF 68 SF 59 SF

BASE

Date

UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 1D UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 0A UNIT 2C UNIT 2C UNIT 2C UNIT 0A UNIT 2C UNIT 2C UNIT 2C UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 2A UNIT 0A UNIT 0A UNIT 0A UNIT 0A UNIT 0A UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B UNIT 1B

AREA

Revision Description

UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-CLOSET UNIT-ENTRANCE UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN

TYPE

UNIT RM FINISH SCH. L4

No

301 301 301 301 301 301 301 302 302 302 302 302 302 302 303 303 303 303 303 303 303 304 304 304 304 304 304 304 305 305 305 305 305 305 305 306 306 306 306 306 306 306 307 307 307 307 307 307 307 308 308 308 308 308 308 308 309 309 309 309 309 309 309 310 310 310 310 310 310 310 311 311 311 311 311 311 311 312 312 312 312 312 313 313 313 313 313 313 313 314 314 314 314 314

TYPE.

UNIT RM FINISH SCH. L4

Date

RM. NO.

UNIT RM FINISH SCH. L3

No

UNIT RM FINISH SCH. L3

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

FINISH SCHEDULE

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐8.1.2


PROJRCT DOOR SCHEDULE - LEVEL 3&4

3'-0"

10" SMOOTH SURFACE

THRESHOLD

THRESHOLD

HOLLOW METAL FRAME PAINTED

8'-0"

7'-0"

7'-0"

7'-0"

6"X6" LOUVERS OCCURS IN TRASH ROOMS

FLUSH PANEL SOLID CORE,PAINTED. VIEW

4'-10"

10" SMOOTH SURFACE

6. EVERY EXIT DOOR & GATE SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES HALL BE AN APPROVED TYPE.

HINGE

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

10" SMOOTH SURFACE

7. ALL FIRE RATED DOORS MUST BE SELF OR AUTOMATIX CLOSING. 8. ALL FIRE RATED DOORS & FRAMES SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOWED BY LETTER "S".

THRESHOLD

0'-10"

HOLLOW METAL FRAME PAINTED

8'-0" MIN. 7'-6" CLERANCE

HOLLOW METAL FRAME PAINTED

T.B.D. MIN. 6'-8" CLEARANCE

FLUSH HOLLOW METAL PAINTED

7'-0"

FLUSH HOLLOW METAL PAINTED

MIN. 36"

HINGE

CALL BUTTON

HINGE

7'-0"

SURFACE CLOSER W.O 6' x 6" LOUVERS OCCURS IN TRASH ROOMS

10"

FINISH FLOOR

SURFACE CLOSER W.O 6' x 6" LOUVERS OCCURS IN TRASH ROOMS

10"

7'-0"

5. PROVIDE MIN. 32" WIDE FOR ALL INTERIOR ACCESSIBLE DOOR ROOMS, BATHROOMS & ETC.

9. SLIDING DOORS AND WINDOWS TO BE WHITE COLOR VINYL 2 1/4" THICK FRAME DOUBLE GLAZING FROM RADCO WINDOWS AND PATIO DOORS

7'-0"

10. DOORS AND WINDOW SHALL BE ALUMINUM-CLAD FRAME WINDOWS AND SHALL CONFIRM TO THE SPECIFICATION OF THE MANUFACTURER. DOOR AND WINDOW THICKNESS IS 2" MIN. AND SHALL PROVIDE REQUIRED SUPPORT FOR GLASS DOOR AND WINDOWS. SEE EAGLE SPECS. (OR EQUAL)

3'-0"

3'-0" 4'-0"

3'-0"

11. DWELLING UNIT IS PROVIDED WITH COMFORT HEATING FACILITIES CAPABLE OF MAINTAINING 68 DEGREE F AT 3 FT ABOVE THE FLOOR. 12. THE WINDOWS ARE DUAL GLAZED AND LABELED. WINDOW FRAMES SHALL BE CONSISTENT WITH THOSE INDICATED IN THE ENERGY CALCULATION. (U-VALUES 0.290 AND SHGC 0.36 AND INFILTRATION THAT MEET THE REQUIREMENTS OF 10-111(A) AND ATTACHED T-24)

5'-0" 3'-0"

3'-0"

3'-0"

6'-0"

7'-0" MEET ADA RQ.

MEET ADA RQ.

MEET ADA RQ.

MEET ADA RQ.

MEET ADA RQ.

F1

TYP. EXIT DOOR 90 MIN. RATED @ 2HR.

F2

TWO WAY SW. EXIT DOOR. 90 MIN. RATED @ 2HR.

F3

ELEVATOR DOOR

F4

WALL OPENING

T1

OVERHEAD ROLLING METAL TRASH DOOR

T2

ELECTRICAL ROOM DOOR, 45 MIN. RATED @1 HR.

U1

TYP. UNIT ENTRY DOOR 20 MN RATED @ 1HR

U2

TYP. UNIT BALCONY DOOR

C

TYP. STOREFRONT DOOR

MECHANICAL ROOM DOOR, 45 MIN. RATED @1 HR.

14. GLAZING IN HAZARDOUS LOCATION SHALL BE TEMPERED 2406.3 a. INGRESS AND EGRESS DOORS. b. PANELS IN SLIDING OR SWINGING DOORS. c. DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE) d. IF WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND LESS THAN 5' OF WALKING SURFACE. e. IN WALL ENCLOSING STAIRWAY LANDING. f. GUARDS AND HANDRAILS

STORAGE DOOR, 45 MIN. RATED @ 1HR TRASH ROOM DOOR, 45 MIN. RATED @ 1HR- MAGNET CONNECT TO ALARM

DOOR TAG:

DOOR @ LEVEL NO.

15. HERS REQUIRED VERIFICATION: HERS FEATURE SUMMARY THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD-VERIFIED BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. ADDITIONAL DETAIL IS PROVIDED IN THE BUILDING COMPONENTS TABLES BELOW.

DOOR NUMBER, COUNT BY LEVEL

LV. RM.

NO.

BUILDING-LEVEL VERIFICATIONS: • HIGH QUALITY INSULATION INSTALLATION (QII) • IAQ MECHANICAL VENTILATION

DOOR @ ROOM NO.

COOLING SYSTEM VERIFICATIONS: • MINIMUM AIRFLOW • VERIFIED EER • VERIFIED SEER • FAN EFFICACY WATTS/CFM HVAC DISTRIBUTION SYSTEM VERIFICATIONS: • DUCT SEALING • DUCTS LOCATED ENTIRELY IN CONDITIONED SPACE DOMESTIC HOT WATER SYSTEM VERIFICATIONS

PROJECT DOOR LEGENDS

16. THE FOLLOWING MUST BE PRINTED ABOVE ROOM: " THIS DOOR TO REMAIN UNLOCKED WHILE THE SPACE IS OCCUPIED".

1/4" = 1'-0"

PROJRCT DOOR SCHEDULE - LEVEL 1&2 NO. 404 405 408 442 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 21 22 23 24

TYPE F1 F1 F1 F1 C F1 F1 F1 F1 F1 C C C C C C F1 F1 C F1 C C C F1 C F1 F1 F1 F2 F1 F1 T1 F1 U1 U1 U1 F1 F1 C F1 F1 F1 F1 F1 49 F1 F1 F1 F1 F1 F3 F3 U1 U2 U2 U1 U2 U1 U2 U1 U1 U2 U2 U1 U1 U2 U2 U1 U2 U1 U1 U2 U1 U2 U1

13. PROVIDE MINIMUM STUD/RAFTER SIZING TO ACCOMMODATE INSULATION.PROVIDE 2X12, 2X8 AND 2X6 FOR R-30,R-19 AND R-13 RESPECTIVELY.

DOOR OPERATION

WxH

FUNCTION

3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" DBL 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" DBL 3'-0" x 8'-0" DBL 3'-0" x 8'-0" DBL 3'-0" x 8'-0" DBL 3'-0" x 8'-0" DBL 3'-0" x 8'-0" DBL 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" DBL 3'-0" x 8'-0" 3'-0" x 7'-0" DBL 3'-0" x 8'-0" DBL 3'-0" x 8'-0" DBL 3'-0" x 8'-0" 3'-0" x 7'-0" DBL 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 7'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" DBL 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 4'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 8'-0" 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0"

TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR STOREFRONT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR STOREFRONT DOOR STOREFRONT DOOR STOREFRONT DOOR STOREFRONT DOOR STOREFRONT DOOR STOREFRONT DOOR TYP. EXIT DOOR TYP. EXIT DOOR STOREFRONT DOOR TYP. EXIT DOOR STOREFRONT DOOR STOREFRONT DOOR STOREFRONT DOOR TYP. EXIT DOOR STOREFRONT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR EGRESS DOOR TYP. EXIT DOOR TYP. EXIT DOOR TRUSH OVERHEAD DOOR TYP. EXIT DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR TYP. EXIT DOOR TYP. EXIT DOOR STOREFRONT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR WALL OPENING TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR ELEVATOR DOOR ELEVATOR DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR

MATL.

OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING TWO WAY SWING OUTSWING OUTSWING ROLLING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING

STEEL STEEL STEEL STEEL AL/GL STEEL STEEL STEEL STEEL STEEL AL/GL AL/GL AL/GL AL/GL AL/GL AL/GL STEEL STEEL AL/GL STEEL AL/GL AL/GL AL/GL STEEL AL/GL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL WOOD WOOD WOOD STEEL STEEL AL/GL STEEL STEEL STEEL STEEL STEEL

OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING SLIDING SLIDING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING

STEEL STEEL STEEL STEEL STEEL STEEL STEEL WOOD AL/GL AL/GL WOOD AL/GL WOOD AL/GL WOOD WOOD AL/GL AL/GL WOOD WOOD AL/GL AL/GL WOOD AL/GL WOOD WOOD AL/GL WOOD AL/GL WOOD

FINISH PAINTED PAINTED PAINTED PAINTED ANODIZED PAINTED PAINTED PAINTED PAINTED PAINTED ANODIZED ANODIZED ANODIZED ANODIZED ANODIZED ANODIZED PAINTED PAINTED ANODIZED PAINTED ANODIZED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED ANODIZED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED PAINTED ANODIZED PAINTED

GLAZING N/A N/A N/A N/A DUAL, TEMPERED N/A N/A N/A N/A N/A DUAL, TEMPERED DUAL, TEMPERED DUAL, TEMPERED DUAL, TEMPERED DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DUAL, TEMPERED N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A

PROJRCT DOOR SCHEDULE - LEVEL 1&2 MATL. STEEL STEEL STEEL STEEL ALUM. STEEL STEEL STEEL STEEL STEEL ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. STEEL STEEL ALUM. STEEL ALUM. ALUM. ALUM. STEEL ALUM. STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL WOOD WOOD WOOD STEEL STEEL ALUM. STEEL STEEL STEEL STEEL STEEL NR STEEL STEEL STEEL STEEL STEEL STEEL STEEL WOOD ALUM. ALUM. WOOD ALUM. WOOD ALUM. WOOD WOOD ALUM. ALUM. WOOD WOOD ALUM. ALUM. WOOD ALUM. WOOD WOOD ALUM. WOOD ALUM. WOOD

FRAME FINISH RATING EGR. ADA PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

90 MIN 90 MIN 90 MIN 90 MIN NR 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN NR NR NR NR NR NR 90 MIN 90 MIN NR 90 MIN NR NR NR 90 MIN NR 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 45 MIN 90 MIN 20 MIN 20 MIN 20 MIN 90 MIN 90 MIN NR 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 20 MIN NR NR 20 MIN NR 20 MIN NR 20 MIN 20 MIN NR NR 20 MIN 20 MIN NR NR 20 MIN NR 20 MIN 20 MIN NR 20 MIN NR 20 MIN

Yes Yes Yes Yes No Yes Yes Yes Yes Yes No No No No No No Yes Yes No Yes No No No Yes No Yes Yes Yes Yes Yes Yes No Yes No No No Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No No No No No No No No No No No No No No No No No No No No No No No

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

NO.

TYPE

25 U2 26 U2 27 U1 31 F1 32 F3 1 U2 2 U1 3 U2 4 U1 5 U2 6 U1 7 U2 8 U1 9 U2 10 U1 11 U1 12 U2 13 U2 14 U1 15 U1 16 U2 17 U1 18 U2 19 U2 20 U1 21 U2 22 U1 23 U1 24 U2 25 U1 26 U2 27 U1 28 U2 29 U2 30 U1 31 U2 32 U1 33 U1 34 U2 35 U1 36 U2 37 U1 38 U2 39 U2 40 U1 41 U1 42 U2 43 U2 44 U1 45 U1 46 U2 47 U2 48 U1 49 U2 50 U1 51 U1 52 U2 53 U2 54 U1 55 F1 56 F1 57 F2 58 F1 59 F1 60 F1 61 F1 62 F3 63 F2 64 F3 65 F1 Grand total: 145

WxH 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 8'-0" 3'-0" x 7'-0"

FUNCTION UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR TYP. EXIT DOOR ELEVATOR DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR TYP. EXIT DOOR TYP. EXIT DOOR EGRESS DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR ELEVATOR DOOR EGRESS DOOR ELEVATOR DOOR TYP. EXIT DOOR

DOOR OPERATION OUTSWING OUTSWING OUTSWING OUTSWING SLIDING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING TWO WAY SWING OUTSWING OUTSWING OUTSWING OUTSWING SLIDING TWO WAY SWING SLIDING OUTSWING

MATL. AL/GL AL/GL WOOD STEEL STEEL AL/GL WOOD AL/GL WOOD AL/GL WOOD AL/GL WOOD AL/GL WOOD WOOD AL/GL AL/GL WOOD WOOD AL/GL WOOD AL/GL AL/GL WOOD AL/GL WOOD WOOD AL/GL WOOD AL/GL WOOD AL/GL AL/GL WOOD AL/GL WOOD WOOD AL/GL WOOD AL/GL WOOD AL/GL AL/GL WOOD WOOD AL/GL AL/GL WOOD WOOD AL/GL AL/GL WOOD AL/GL WOOD WOOD AL/GL AL/GL WOOD STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL

FINISH ANODIZED ANODIZED PAINTED PAINTED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

GLAZING DUAL, TEMPERED DUAL, TEMPERED N/A N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

MATL. ALUM. ALUM. WOOD STEEL STEEL ALUM. WOOD ALUM. WOOD ALUM. WOOD ALUM. WOOD ALUM. WOOD WOOD ALUM. ALUM. WOOD WOOD ALUM. WOOD ALUM. ALUM. WOOD ALUM. WOOD WOOD ALUM. WOOD ALUM. WOOD ALUM. ALUM. WOOD ALUM. WOOD WOOD ALUM. WOOD ALUM. WOOD ALUM. ALUM. WOOD WOOD ALUM. ALUM. WOOD WOOD ALUM. ALUM. WOOD ALUM. WOOD WOOD ALUM. ALUM. WOOD STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL

FRAME FINISH RATING EGR. ADA PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

NR NR 20 MIN 90 MIN 90 MIN NR 20 MIN NR 20 MIN NR 20 MIN NR 20 MIN NR 20 MIN 20 MIN NR NR 20 MIN 20 MIN NR 20 MIN NR NR 20 MIN NR 20 MIN 20 MIN NR 20 MIN NR 20 MIN NR NR 20 MIN NR 20 MIN 20 MIN NR 20 MIN NR 20 MIN NR NR 20 MIN 20 MIN NR NR 20 MIN 20 MIN NR NR 20 MIN NR 20 MIN 20 MIN NR NR 20 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN

No No No Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes Yes Yes Yes Yes Yes Yes No Yes No Yes

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

STEEL STEEL STEEL STEEL AL/GL WOOD AL/GL WOOD WOOD AL/GL AL/GL WOOD AL/GL WOOD WOOD AL/GL AL/GL WOOD WOOD AL/GL AL/GL WOOD WOOD AL/GL AL/GL WOOD AL/GL WOOD WOOD AL/GL WOOD AL/GL AL/GL WOOD AL/GL WOOD WOOD AL/GL WOOD AL/GL WOOD AL/GL WOOD AL/GL WOOD AL/GL AL/GL WOOD WOOD AL/GL AL/GL WOOD AL/GL WOOD WOOD AL/GL AL/GL WOOD STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL AL/GL WOOD AL/GL WOOD WOOD AL/GL AL/GL WOOD AL/GL WOOD WOOD AL/GL AL/GL WOOD WOOD AL/GL AL/GL WOOD WOOD AL/GL AL/GL WOOD WOOD AL/GL WOOD AL/GL AL/GL WOOD AL/GL WOOD AL/GL WOOD WOOD AL/GL WOOD AL/GL WOOD AL/GL WOOD AL/GL WOOD AL/GL AL/GL WOOD WOOD AL/GL AL/GL WOOD AL/GL WOOD WOOD AL/GL AL/GL WOOD STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL

PAINTED PAINTED PAINTED PAINTED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

GLAZING N/A N/A N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A DUAL, TEMPERED N/A N/A DUAL, TEMPERED DUAL, TEMPERED N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

MATL. STEEL STEEL STEEL STEEL ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL

PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

90 MIN 90 MIN 90 MIN 90 MIN NR 20 MIN NR 20 MIN 20 MIN NR NR 20 MIN NR 20 MIN 20 MIN NR NR 20 MIN 20 MIN NR NR 20 MIN 20 MIN NR NR 20 MIN NR 20 MIN 20 MIN NR 20 MIN NR NR 20 MIN NR 20 MIN 20 MIN NR 20 MIN NR 20 MIN NR 20 MIN NR 20 MIN NR NR 20 MIN 20 MIN NR NR 20 MIN NR 20 MIN 20 MIN NR NR 20 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN NR 20 MIN NR 20 MIN 20 MIN NR NR 20 MIN NR 20 MIN 20 MIN NR NR 20 MIN 20 MIN NR NR 20 MIN 20 MIN NR NR 20 MIN 20 MIN NR 20 MIN NR NR 20 MIN NR 20 MIN NR 20 MIN 20 MIN NR 20 MIN NR 20 MIN NR 20 MIN NR 20 MIN NR NR 20 MIN 20 MIN NR NR 20 MIN NR 20 MIN 20 MIN NR NR 20 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN

Yes Yes Yes Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes Yes Yes Yes Yes Yes No No Yes Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes Yes Yes Yes Yes Yes No No Yes Yes Yes

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

DP NO.

2014-51R

02/26/18

3'-0"

OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING TWO WAY SWING OUTSWING OUTSWING SLIDING SLIDING TWO WAY SWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING TWO WAY SWING OUTSWING OUTSWING SLIDING SLIDING TWO WAY SWING OUTSWING OUTSWING

FINISH

01

6'-0" 3'-0"

TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR EGRESS DOOR TYP. EXIT DOOR TYP. EXIT DOOR ELEVATOR DOOR ELEVATOR DOOR EGRESS DOOR TYP. EXIT DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR UNIT BALCONY DOOR UNIT BALCONY DOOR UNIT ENTRANCE DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR EGRESS DOOR TYP. EXIT DOOR TYP. EXIT DOOR ELEVATOR DOOR ELEVATOR DOOR EGRESS DOOR TYP. EXIT DOOR TYP. EXIT DOOR

MATL.

‐ ‐ ‐ ‐ ‐

3'-0"

3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 8'-0" 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 8'-0" 3'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0"

FUNCTION

-

3'-0"

404 F1 405 F1 408 F1 442 F1 1 U2 2 U1 3 U2 4 U1 5 U1 6 U2 7 U2 8 U1 9 U2 10 U1 11 U1 12 U2 13 U2 14 U1 15 U1 16 U2 17 U2 18 U1 19 U1 20 U2 21 U2 22 U1 23 U2 24 U1 25 U1 26 U2 27 U1 28 U2 29 U2 30 U1 31 U2 32 U1 33 U1 34 U2 35 U1 36 U2 37 U1 38 U2 39 U1 40 U2 41 U1 42 U2 43 U2 44 U1 45 U1 46 U2 47 U2 48 U1 49 U2 50 U1 51 U1 52 U2 53 U2 54 U1 55 F1 56 F1 57 F1 58 F2 59 F1 60 F1 61 F3 62 F3 63 F2 64 F1 1 U2 2 U1 3 U2 4 U1 5 U1 6 U2 7 U2 8 U1 9 U2 10 U1 11 U1 12 U2 13 U2 14 U1 15 U1 16 U2 17 U2 18 U1 19 U1 20 U2 21 U2 22 U1 23 U1 24 U2 25 U1 26 U2 27 U2 28 U1 29 U2 30 U1 31 U2 32 U1 33 U1 34 U2 35 U1 36 U2 37 U1 38 U2 39 U1 40 U2 41 U1 42 U2 43 U2 44 U1 45 U1 46 U2 47 U2 48 U1 49 U2 50 U1 51 U1 52 U2 53 U2 54 U1 55 F1 56 F1 57 F1 58 F2 59 F1 60 F1 61 F3 62 F3 63 F2 64 F1 65 F1 Grand total: 134

WxH

Date

3'-0"

T.B.D. MIN. 3'-0" CLEARANCE

1'-6"

4'-0"

4. ALL FIRE EXIT DOORS ARE ASSEMBLED WITH PANIC HARDWARE, CLOSER, DOOR STOP, KICK PLATE. ALL THE DOORS ARE ASSEMBELED WITH CLOSER.

TYPE

Revision Description

3. PANIC HARDWARE FOR EXIT DOORS SHALL COMPLY W/ REQUIREMENTS OF CBC 1008.1.9. THE ACTIVATING MEMBER SHALL BE MOUNTED AT THE HEIGHT OF NOT LESS THAN 30" OR MORE THAN 44" ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 OUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL.

NO.

FRAME FINISH RATING EGR. ADA

No

2. ALTERNATE WINDOW FRAME SHALL BE EXPOSED WOOD ON ALUM. FRAME.

DOOR OPERATION

Date

1. ALL OPENING TO HAVE SECURITY ALARM SYSTEM.

No

NOTES:

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

PROJECT DOOR SCHEDULE 1/4" = 1'-0" OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐8.2


2'-10"

2'-10"

4'-0"

WOOD FRAME, PAINTED 10" SMOOTH SURFACE

THRESHOLD

THRESHOLD

0'-10"

10" SMOOTH SURFACE

0'-10"

FINISH FLOOR

FLUSH PANEL HOLLOW CORE, PAINTED

TYPE 6'-8"

WOOD FRAME, PAINTED

UNIT DOOR SCHEDULE

2'-10"

HINGE

6'-8"

6'-8"

FLUSH PANEL HOLLOW CORE, PAINTED

6'-0"

6'-8"

HINGE

5'-0"

MEET ADA REQ.

R1

TYP. UNIT INTERIOR DOOR TYP. UNIT BATHROOM INTERIOR DOOR

R2

TYP. UNIT CLOSET DOOR

UNIT OOR TAG:

DOOR @ LEVEL

DOOR TYPE NO.

R3

TYP. UNIT FOLDING CLOSET DOOR

R4

TYP. UNIT WASHER AND DRYER ROOM DOOR

WxH

R1 2'-10" x 6'-8" R2 2'-10" x 6'-8" R3 5'-0" x 6'-8" R4 2'-10" x 6'-8" L1: 62 R1 2'-10" x 6'-8" R2 2'-10" x 6'-8" R3 4'-0" x 6'-8" R3 5'-0" x 6'-8" R3 6'-0" x 6'-8" R4 2'-10" x 6'-8" L2: 149 R1 2'-10" x 6'-8" R2 2'-10" x 6'-8" R3 4'-0" x 6'-8" R3 5'-0" x 6'-8" R3 6'-0" x 6'-8" R4 2'-10" x 6'-8" L3: 149 R1 2'-10" x 6'-8" R2 2'-10" x 6'-8" R3 4'-0" x 6'-8" R3 5'-0" x 6'-8" R3 6'-0" x 6'-8" R4 2'-10" x 6'-8" L4: 149 Grand total: 509

DOOR FUNCTION OPERATION

MATL.

FINISH

MATL.

FRAME FINISH RATING EGR. ADA

RM ENTRY DOOR RM CLOSET DOOR RM FOLDING DOOR RM W&D DOOR

OUTSWING OUTSWING FOLDING OUTSWING

WOOD WOOD WOOD WOOD

PAINTED PAINTED PAINTED PAINTED

WOOD WOOD WOOD WOOD

PAINTED PAINTED PAINTED PAINTED

NR NR NR NR

No No No No

Yes No No No

RM ENTRY DOOR RM CLOSET DOOR RM FOLDING DOOR RM FOLDING DOOR RM FOLDING DOOR RM W&D DOOR

OUTSWING OUTSWING FOLDING FOLDING FOLDING OUTSWING

WOOD WOOD WOOD WOOD WOOD WOOD

PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

WOOD WOOD WOOD WOOD WOOD WOOD

PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

NR NR NR NR NR NR

No No No No No No

Yes No No No No No

RM ENTRY DOOR RM CLOSET DOOR RM FOLDING DOOR RM FOLDING DOOR RM FOLDING DOOR RM W&D DOOR

OUTSWING OUTSWING FOLDING FOLDING FOLDING OUTSWING

WOOD WOOD WOOD WOOD WOOD WOOD

PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

WOOD WOOD WOOD WOOD WOOD WOOD

PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

NR NR NR NR NR NR

No No No No No No

Yes No No No No No

RM ENTRY DOOR RM CLOSET DOOR RM FOLDING DOOR RM FOLDING DOOR RM FOLDING DOOR RM W&D DOOR

OUTSWING OUTSWING FOLDING FOLDING FOLDING OUTSWING

WOOD WOOD WOOD WOOD WOOD WOOD

PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

WOOD WOOD WOOD WOOD WOOD WOOD

PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED

NR NR NR NR NR NR

No No No No No No

Yes No No No No No

LV. TP. NO.

UNIT DOOR LEGEND

‐ ‐ ‐ ‐ ‐

DOOR NUMBER, COUNT BY LEVEL

-

1/4" = 1'-0"

DP NO.

01

No

02/27/18

Date

No

Revision Description

Date

2014-51R

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

UNIT DOOR SCHEDULE 1/4" = 1'-0" OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐8.2.1


WINDOW SCHEDULE STAIRCASE EX. WALL 3'-6" x 5'-0"

FIXED WINDOW

A F2 F3 O P Q R S

STAIRCASE EX. WALL UNIT EXT. WALL UNIT EXT. WALL UNIT EXT. WALL UNIT EXT. WALL UNIT EXT. WALL UNIT EXT. WALL UNIT EXT. WALL

FIXED WINDOW FIXED WINDOW FIXED WINDOW SLIDING WINDOW SLIDING WINDOW SLIDING WINDOW SLIDING WINDOW SLIDING WINDOW

3'-6" x 5'-0" 3'-0" x 8'-0" 5'-0" x 8'-0" 8' x 8' 7' x 8' 6' x 8' 6' x 7' 6' x7'

SILL FIRE RATING COUNT

DUAL, TEMPERED 2'-7 3/8" DUAL, TEMPERED 3'-0" DUAL, TEMPERED 0'-0" DUAL, TEMPERED 0'-0" DUAL, TEMPERED 0'-6" DUAL, TEMPERED 0'-6" DUAL, TEMPERED 0'-6" DUAL, TEMPERED 0'-6" DUAL, TEMPERED 0'-6"

T.B.D

1

T.B.D T.B.D T.B.D T.B.D T.B.D T.B.D T.B.D T.B.D

10 12 6 82 9 14 33 94

PANEL FINISH AREA PLASTER 174 SF 56 SF 56 SF 56 SF WOOD 109 SF 49 SF

HEIGHT 11'-4 1/2" 10'-3" 10'-3" 10'-3" 3'-9 1/2" 10'-3"

WIDTH 17'-0" 5'-5 1/2" 5'-5 3/4" 5'-5 3/4" 4'-10 7/8" 4'-9"

MANUFACTURE TBD ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD ARCADIA TC770

MARK 2-a 2-b 2-c 2-d

MIN. 6'-0"

AREA 87 SF 157 SF 85 SF 128 SF

HEIGHT 10'-3" 0'-0" 10'-3" 0'-0"

WIDTH 8'-5 1/4" 0'-0" 8'-3 7/8" 0'-0"

MANUFACTURE ARCADIA TC770 TBD ARCADIA TC770 TBD

WIDTH 5'-1 1/8" 5'-1 1/8" 5'-4 1/2"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 TBD

SC-3 PANEL SCH. MARK 3-a 3-b 3-c

VARIES. SEE WINDOW SCHDULE EQ

PANLE TYPE PANEL FINISH GLASS SOLID WALL PLASTER GLASS SOLID WALL WOOD

PANLE TYPE GLASS GLASS SOLID WALL

PANEL FINISH

PLASTER

AREA 19 SF 45 SF 7 SF

HEIGHT 3'-8" 8'-10 1/2" 1'-5"

EQ 11'-6 5/8"

25'-0 7/8"

16'-7 1/2" 7'-10"

6'-7 3/4"

17'-2 7/8"

8'-7 1/2" VARIES. SEE WINDOW SCHDULE

BASIC WALL, SEE WALL SCH. & FINISH SCH.

BASIC WALL, SEE WALL SCH. & FINISH SCH.

SEE DOOR SCH.

3'-11"

3'-11"

2-b

1-e

1-b

1-c

1-d

1-f

2-d 10'-6"

FIXED

1-a

10'-6"

FIXED

5'-8"

10'-6"

FIXED SAFETY GLAZINGSAFETY GLAZING

10'-6"

FIXED SAFETY GLAZINGSAFETY GLAZING

5'-8"

3'-11"

5'-8"

FIXED FIXED

6'-7 3/8"

FIXED

14'-5"

8'-0" MAX. 9'

FIXED

8'-6 1/8"

7'-7 7/8"

SAFETY GLAZINGSAFETY GLAZING

MIN. 1'-6"

7'-0"

8'-0" MAX. 9'

8'-0" MAX. 9'

SLIDING

3'-6"

FIXED

5'-0"

5'-0"

8'-0"

8'-0"

8'-0"

FIXED

3'-0"

0'-6"

FINISH FLOOR

FIXED

SLIDING

3'-6"

3'-6"

SLIDING

SLIDING

3'-6"

SLIDING

7'-0"

7'-0"

3'-6"

5'-5 3/4"

15'-6 5/8"

4'-10 7/8"

2-a

3'-11"

A

GLAZING

PANLE TYPE SOLID WALL GLASS GLASS GLASS SOLID WALL GLASS

3-a

9'-0"

LOCATION

MARK 1-a 1-b 1-c 1-d 1-e 1-f

SC-2 PANEL SCH.

3-b

14'-5"

TYPE

WINDOW NOMINAL SIZE WINDOW TYPE

SC-1 PANEL SCH.

2-c

FIXED 6'-0"

6'-0"

7'-0"

8'-0"

3'-6"

3'-0"

5'-0"

BASIC WALL, SEE WALL SCH. & FINISH SCH. S

SLIDING WINDOW 6' x 7'

R

SLIDING WINDOW 6' x 7'

Q

SLIDING WINDOW 6' x 8'

P

SLIDING WINDOW 7' x 8'

O

SLIDNING WINDOW 8' x 8'

A

FIXED WINDOW 3'-6" x 5'

F1

FIXED WINDOW 3' x 8'

F2

FIXED

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

7'-0"

FIXED WINDOW 5' x 8'

F3

FIXED WINDOW 7' x 8'

SC

BASIC WALL, SEE WALL SCH. & FINISH SCH.

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

FIXED BASIC WALL, SEE WALL SCH. & FINISH SCH.

SAFETY GLAZING

1'-6"

6'-0"

SAFETY GLAZING

BASIC WALL, SEE WALL SCH. & FINISH SCH.

TYP. STOREFRONT CURTAIN WALL, SEE SCH.

3-c BASIC WALL, SEE WALL SCH. & FINISH SCH.

WINDOW LEGENDS 1/4" = 1'-0"

2

MANUFACTURE ARCADIA TC770 ARCADIA TC770 TBD ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD

MARK 5-a 5-b 5-c

PANLE TYPE PANEL FINISH AREA GLASS 19 SF GLASS 111 SF SOLID WALL PLASTER 43 SF

HEIGHT 1'-3" 7'-4 1/2" 2'-11"

WIDTH MANUFACTURE 14'-11 7/8" ARCADIA TC770 14'-11 7/8" ARCADIA TC770 15'-3 1/4" TBD

MARK 6-a 6-b 6-c 6-d 6-e 6-f 6-g 6-h

PANLE TYPE PANEL FINISH GLASS GLASS GLASS GLASS GLASS GLASS SOLID WALL PLASTER SOLID WALL PLASTER

AREA 28 SF 14 SF 37 SF 36 SF 36 SF 36 SF 5 SF 24 SF

HEIGHT 0'-0" 2'-5" 0'-0" 8'-10 1/2" 8'-10 1/2" 8'-10 1/2" 1'-5" 1'-5"

31'-3 3/8" 6'-4 7/8"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD TBD

MARK 7-b 7-c 7-d 7-e 7-f 7-g 7-h

PANLE TYPE PANEL FINISH GLASS GLASS GLASS GLASS GLASS GLASS SOLID WALL PLASTER

AREA 9 SF 52 SF 9 SF 52 SF 9 SF 51 SF 64 SF

HEIGHT 1'-3" 7'-4 1/2" 1'-3" 7'-4 1/2" 1'-3" 7'-4 1/2" 2'-11"

WIDTH 7'-0 3/4" 7'-0 3/4" 7'-0 5/8" 7'-0 5/8" 6'-11 1/2" 6'-11 1/2" 21'-8 3/4"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD

MARK 8-a 8-b 8-c 8-d 8-e

PANLE TYPE PANEL FINISH GLASS SOLID WALL PLASTER GLASS GLASS SOLID WALL PLASTER

MARK 9-a 9-b 9-c

PANLE TYPE PANEL FINISH AREA GLASS 7 SF GLASS 43 SF SOLID WALL PLASTER 17 SF

6'-2"

6'-1 3/4"

3'-4 1/4"

6'-1 3/4"

6'-2"

4'-3 1/2"

4'-3 1/2"

4'-3 1/2"

SAFETY GLAZING

SAFETY GLAZING

4-c

BASIC WALL, SEE WALL SCH. & FINISH SCH.

MANUFACTURE ARCADIA TC770 ARCADIA TC770 TBD

6'-0 3/8"

6'-2"

6'-0"

8-a

8-c

8-d

5'-11 1/2"

9-a

FIXED

7-g

6-f

FIXED

FIXED

FIXED

FIXED

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

12'-0"

6-e

7-e

6'-6"

6-d

7-c

FIXED FIXED

FIXED

FIXED

SAFETY GLAZING

5-c

4-j

BASIC WALL, SEE WALL SCH. & FINISH SCH.

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

6-g

6-h

BASIC WALL, SEE WALL SCH. & FINISH SCH.

7-h BASIC WALL, SEE WALL SCH. & FINISH SCH.

4

SC-5 ELEVATION 1/4" = 1'-0"

5

MANUFACTURE ARCADIA TC770 TBD ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD

MARK 11-a 11-b 11-c 11-d 11-e 11-f

PANLE TYPE PANEL FINISH GLASS GLASS GLASS GLASS SOLID WALL PLASTER SOLID WALL PLASTER

AREA 36 SF 23 SF 49 SF 48 SF 8 SF 22 SF

SC-7 ELEVATION 1/4" = 1'-0"

6

7

SC-12 PANEL SCH.

HEIGHT 9'-7" 3'-9" 9'-7" 9'-7" 2'-1" 2'-1"

WIDTH 3'-9 1/4" 6'-0 3/8" 5'-1 5/8" 5'-0 5/8" 3'-11 3/8" 10'-6 5/8"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD TBD

MARK 12-a 12-b 12-c 12-d 12-e

PANLE TYPE PANEL FINISH GLASS SOLID WALL PLASTER GLASS GLASS SOLID WALL PLASTER

33'-6 1/4"

2014-51R

SEE WALL SCH. & FINISH SCH.

8-e

9-c SEE WALL SCH. & FINISH SCH.

SEE DOOR SCHEDULE

SC-6 ELEVATION 1/4" = 1'-0"

SC-11 PANEL SCH. WIDTH 0'-0" 3'-1 1/8" 5'-11 3/4" 0'-0" 4'-3 5/8" 8'-9 3/8" 6'-0 3/8" 4'-3 5/8" 4'-4 3/4" 8'-10 1/2"

DP NO.

SAFETY GLAZING

8-b

SEE DOOR SCHEDULE

HEIGHT 0'-0" 1'-5" 3'-8" 0'-0" 10'-3" 1'-5" 3'-8" 10'-3" 10'-3" 1'-5"

9-b

SAFETY GLAZING

SC-10 PANEL SCH.

AREA 44 SF 6 SF 23 SF 56 SF 8 SF

HEIGHT 10'-3" 1'-5" 3'-9" 10'-3" 1'-5"

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

8

SC-13 PANEL SCH. WIDTH 4'-4" 4'-6 1/8" 5'-11 7/8" 5'-5 5/8" 5'-7 3/4"

MANUFACTURE ARCADIA TC770 TBD ARCADIA TC770 ARCADIA TC770 TBD

MARK 13-a 13-b 13-c 13-d 13-e 13-f 13-g

PANLE TYPE PANEL FINISH GLASS GLASS GLASS GLASS GLASS SOLID WALL PLASTER SOLID WALL PLASTER

AREA 50 SF 50 SF 22 SF 53 SF 52 SF 14 SF 15 SF

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

SC-14 PANEL SCH.

HEIGHT 10'-3" 0'-0" 3'-9" 0'-0" 10'-3" 1'-5" 1'-5"

WIDTH 4'-10" 0'-0" 5'-11 3/4" 0'-0" 5'-0 3/4" 10'-1 1/8" 10'-6 7/8"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD TBD

MARK 14-a 14-b 14-c 14-d 14-e 14-f 14-g 14-h 14-i

PANLE TYPE PANEL FINISH GLASS GLASS GLASS GLASS GLASS GLASS GLASS SOLID WALL PLASTER SOLID WALL PLASTER

AREA 65 SF 66 SF 66 SF 23 SF 66 SF 66 SF 67 SF 28 SF 27 SF

HEIGHT 10'-3 1/2" 10'-3 1/2" 10'-3 1/2" 3'-9 1/2" 0'-0" 10'-3 1/2" 10'-3 1/2" 1'-5" 1'-5"

WIDTH 6'-4" 6'-4 7/8" 6'-4 3/4" 6'-0 1/8" 0'-0" 6'-4 7/8" 6'-6 5/8" 19'-8 1/4" 19'-8 5/8"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD TBD

16'-6 1/8"

4'-6"

6'-2"

4'-6"

4'-6"

20'-10 5/8"

27'-0 5/8"

4'-0 1/2"

6'-2"

5'-4 1/8"

5'-4 1/8"

11-a

11-b

11-c

11-d

4'-6 7/8"

6'-2"

5'-9 1/4"

12-a

12-c

12-d

5'-1 1/8"

5'-1 1/8"

45'-9 1/2"

6'-2"

5'-4 1/8"

6'-7 1/8"

5'-4 1/8"

6'-7 1/8"

6'-7 1/8"

6'-2"

6'-7 1/8"

6'-7 1/8"

6'-7 3/4"

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

6'-6"

4'-0"

4'-0"

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

SEE WALL SCH. & FINISH SCH. 11-e

SEE DOOR SCHEDULE

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

SEE WALL SCH. & FINISH SCH.

11-f

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

SEE WALL SCH. & FINISH SCH.

12-b

12-e

SEE WALL SCH. & FINISH SCH.

SEE WALL SCH. & FINISH SCH.

13-f

10

SC-11 ELEVATION 1/4" = 1'-0"

SC-15 PANEL SCH.

FIXED

FIXED

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

13-g

SC-12 ELEVATION 1/4" = 1'-0"

12

MANUFACTURE ARCADIA TC770 TBD

MARK 16-a 16-b 16-c 16-d 16-e 16-f 16-g 16-h 16-i

PANLE TYPE PANEL FINISH GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS SOLID WALL PLASTER

AREA 31 SF 55 SF 32 SF 55 SF 32 SF 55 SF 31 SF 54 SF 36 SF

HEIGHT 5'-1" 8'-10 1/2" 5'-1" 8'-10 1/2" 5'-1" 8'-10 1/2" 5'-1" 8'-10 1/2" 1'-5"

SC-16 PANEL SCH. WIDTH 6'-1 3/4" 6'-1 3/4" 6'-2 7/8" 6'-2 7/8" 6'-2 7/8" 6'-2 7/8" 6'-1 1/2" 6'-1 1/2" 25'-5 7/8"

25'-7 1/8" 6'-5 1/8"

6'-5 1/8"

6'-5 1/8"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD

MARK 17-a 17-b 17-c 17-d 17-e 17-f 17-g 17-h 17-i 17-j

PANLE TYPE PANEL FINISH GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS SOLID WALL PLASTER SOLID WALL PLASTER

SEE WALL SCH. & FINISH SCH.

14-h

FIXED

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

14-i

SEE WALL SCH. & FINISH SCH.

HEIGHT 5'-0" 8'-10 1/2" 5'-0" 8'-10 1/2" 5'-0" 2'-3 1/2" 5'-0" 8'-10 1/2" 1'-5" 1'-5"

WIDTH 4'-10 3/4" 4'-10 3/4" 4'-10 3/4" 4'-10 5/8" 5'-11 3/4" 5'-11 3/8" 5'-0" 4'-10 1/4" 9'-11 1/2" 4'-11 7/8"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD TBD

5'-1"

6'-2"

5'-1"

MARK 18-a 18-b 18-c 18-d 18-e 18-f 18-g 18-h 18-i 18-j 18-k 18-l

PANLE TYPE PANEL FINISH GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS SOLID WALL PLASTER SOLID WALL PLASTER

4'-11 3/8" 16-c

16-e

16-g

17-a

17-c

17-e

4'-11 3/8"

AREA 23 SF 41 SF 24 SF 42 SF 30 SF 14 SF 26 SF 45 SF 25 SF 45 SF 14 SF 15 SF

SC-19 PANEL SCH.

HEIGHT 5'-0" 8'-10 1/2" 5'-0" 8'-10 1/2" 5'-0" 2'-3 1/2" 5'-0" 8'-10 1/2" 5'-0" 8'-10 1/2" 1'-5" 1'-5"

6'-2 1/4"

WIDTH 4'-8" 4'-8" 4'-9 1/8" 4'-9" 6'-0" 5'-11 5/8" 5'-1 1/4" 5'-1" 5'-0 3/8" 5'-0 3/8" 9'-9 3/8" 10'-5 3/4"

5'-3 1/2"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD TBD

MARK 19-a 19-b 19-c 19-d 19-e 19-f 19-g 19-h 19-i 19-j

PANLE TYPE PANEL FINISH GLASS GLASS GLASS GLASS GLASS GLASS GLASS GLASS SOLID WALL PLASTER SOLID WALL PLASTER

AREA 25 SF 44 SF 25 SF 45 SF 30 SF 14 SF 25 SF 43 SF 15 SF 7 SF

HEIGHT 5'-0" 8'-10 1/2" 5'-0" 8'-10 1/2" 5'-0" 2'-3 1/2" 5'-0" 8'-10 1/2" 1'-5" 1'-5"

WIDTH 4'-11 5/8" 4'-11 5/8" 5'-0 3/4" 5'-0 1/2" 5'-11 3/4" 5'-11 3/8" 4'-10 7/8" 4'-10 3/4" 10'-4 1/2" 5'-0 7/8"

5'-3"

5'-3 1/2"

5'-3"

18-a

18-c

18-e

18-g

18-i

19-a

19-c

6'-2"

19-e

19-g

FIXED

FIXED

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

17-b

17-d

FIXED

FIXED

17-h

WINDOW SCHEDULE 1/4" = 1'-0"

15'-9"

16-h

19-f

15'-9"

16-f

18-f 9'-0"

9'-0"

16-d

5th & Harbor

SHEET TITLE:

15'-9"

15'-9 3/4"

16-b

PROJECT NAME:

421 N HARBOR BLVD. SANTA ANA CA 92703

17-f

15-a

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD TBD

PROJECT ADDRESS:

17-g

5'-3"

16-a

5'-3"

5'-3 3/4"

AREA 24 SF 43 SF 25 SF 43 SF 30 SF 14 SF 25 SF 43 SF 14 SF 7 SF

SEE DOOR SCHEDULE

SC-14 ELEVATION 14 1/4" = 1'-0"

SC-18 PANEL SCH.

21'-5 1/4"

6'-3 3/4" 5'-1 1/4"

6'-10 3/8"

SEE DOOR SCHEDULE

SC-13 ELEVATION 13 1/4" = 1'-0"

SC-17 PANEL SCH. WIDTH 6'-6 3/4" 6'-10 1/8"

14-g

01

SC-10 ELEVATION 1/4" = 1'-0"

HEIGHT 10'-3 1/2" 1'-5"

14-f

SEE DOOR SCHEDULE SEE DOOR SCHEDULE

PANLE TYPE PANEL FINISH AREA GLASS 67 SF SOLID WALL PLASTER 10 SF

14-e

5'-3"

SEE DOOR SCHEDULE

10-j

SAFETY GLAZING

2'-2"

SEE WALL SCH. & FINISH SCH.

10-f

FIXED

1'-6"

SEE WALL SCH. & FINISH SCH.

10-b

FIXED

14-c

02/26/18

FIXED

14-b

Date

FIXED

14-a

13-e 10'-6"

FIXED

13-d

1'-6"

FIXED

13-b

12'-0"

FIXED

13-a

6'-6"

10-i

1'-6"

10-h

14-d

13-c

12'-0"

10-e

6'-6"

10-d

12'-0"

10-a

1'-6"

SAFETY GLAZING

12'-0"

SAFETY GLAZING

9'-10"

FIXED

No

10-g

FIXED

10'-6"

10-c

SAFETY GLAZING

SAFETY GLAZING

SAFETY GLAZING

18-b

18-d

18-h

9'-0"

FIXED

9'-0"

OWNER:

FIXED

18-j

SAFETY GLAZING

BASIC WALL, SEE WALL SCH. & FINISH SCH.

1'-6"

15-b

1'-6"

1'-6"

FIXED BASIC WALL, SEE WALL SCH. & FINISH SCH.

19-b

19-d

19-h

FIXED

16-i

BASIC WALL, SEE WALL SCH. & FINISH SCH.

17-i

17-j

BASIC WALL, SEE WALL SCH. & FINISH SCH.

SAFETY GLAZING

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

FIXED

FIXED

SAFETY GLAZING

SAFETY GLAZING

FIXED

FIXED

SAFETY GLAZING

CHARLES COMPANY

SAFETY GLAZING

1'-6"

SEE DOOR SCHEDULE

15

SC-15 ELEVATION 1/4" = 1'-0"

16

SC-16 ELEVATION 1/4" = 1'-0"

17

SC-17 ELEVATION 1/4" = 1'-0"

BASIC WALL, SEE WALL SCH. & FINISH SCH.

BASIC WALL, SEE WALL SCH. & FINISH SCH.

18-k

1'-6"

1'-6"

7-f

7'-6"

12'-6"

14'-0"

FIXED

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

MARK 15-a 15-b

7-d

1'-6"

SAFETY GLAZING

6-c

SEE DOOR SCHEDULE

9

7-b

3'-0"

SAFETY GLAZING

4'-6"

7'-2 7/8"

SAFETY GLAZING

1'-6"

FIXED

6-a

3'-0"

FIXED

6'-2"

7'-2 7/8"

12'-0"

FIXED

12'-0"

5-b

1'-6"

FIXED

7'-6"

14'-1"

4-f

6'-6"

4-e

FIXED

3'-2 1/4"

WIDTH 5'-9 3/8" 5'-9 3/8" 5'-11 1/2"

SAFETY GLAZING

4-b

AREA 30 SF 4 SF 22 SF 44 SF 44 SF 12 SF 22 SF 44 SF 45 SF 12 SF

7'-2 7/8"

6-b

SAFETY GLAZING

PANLE TYPE PANEL FINISH GLASS SOLID WALL PLASTER GLASS GLASS GLASS SOLID WALL PLASTER GLASS GLASS GLASS SOLID WALL PLASTER

HEIGHT 1'-3" 7'-5 1/2" 2'-11"

18'-2 3/8"

4'-0"

5-a

FIXED

MARK 10-a 10-b 10-c 10-d 10-e 10-f 10-g 10-h 10-i 10-j

MANUFACTURE ARCADIA TC770 TBD ARCADIA TC770 ARCADIA TC770 TBD

4'-3 1/2"

1'-6"

6'-1"

4-d

3

WIDTH 0'-0" 5'-11 1/4" 5'-11 3/4" 0'-0" 5'-10 1/2"

26'-8 1/2"

21'-8 3/4"

BASIC WALL, SEE WALL SCH. & FINISH SCH.

HEIGHT 0'-0" 1'-5" 3'-8" 0'-0" 1'-5"

SC-9 PANEL SCH.

15'-3 1/2"

4-a

AREA 59 SF 8 SF 22 SF 58 SF 8 SF

No

6'-4 7/8"

WIDTH 0'-0" 5'-11 3/4" 0'-0" 4'-1 1/4" 4'-1 1/4" 4'-0 1/8" 3'-3 5/8" 17'-1 1/4"

-

PLASTER

WIDTH 6'-1 7/8" 0'-0" 12'-8 5/8" 5'-11 3/4" 0'-0" 5'-10 3/8" 12'-2 1/8"

Date

PLASTER

HEIGHT 12'-4" 0'-0" 1'-5" 5'-9" 0'-0" 12'-4" 1'-5"

Revision Description

AREA 76 SF 77 SF 18 SF 34 SF 73 SF 72 SF 17 SF

SC-3 ELEVATION 1/4" = 1'-0"

SC-8 PANEL SCH.

1'-6"

PANEL FINISH

SC-7 PANEL SCH.

7'-6"

PANLE TYPE GLASS GLASS SOLID WALL GLASS GLASS GLASS SOLID WALL

SC-6 PANEL SCH.

1

3'-0"

MARK 4-a 4-b 4-c 4-d 4-e 4-f 4-j

SC-5 PANEL SCH.

SC-2 ELEVATION 1/4" = 1'-0"

11

‐ ‐ ‐ ‐ ‐

SC-4 PANEL SCH.

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

18-l

BASIC WALL, SEE WALL SCH. & FINISH SCH.

SC-19 ELEVATION 1/4" = 1'-0"

19-j

SEE DOOR SCHEDULE

SEE DOOR SCHEDULE

18

19-i

19

SC-18 ELEVATION 1/4" = 1'-0"

SHEET NUMBER:

A‐8.6


NOTES:

NOTES:

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN. SEE EXTER. ELEV'S. FOR LOCATION AND TYPES OF STUCCO JOINTS.

INTER.

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN.

NOTES: USE 5/8" W.R. GYP. BD. (INSTEAD OF TYPE "X" GYP. BD.) IN WET SPACES. SEE STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING.

INTER.

INTER. 8" EXPOSED REINFORCED CMU

EXPOSE CONC. FIN. - LIGHT SAND BLASTING W/ VAPOR BARRIER SEAL COAT FIN. C.I.P. CONC. - SEE STRUC. DWGS.

SEE INTER. LEVEL'S. & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCUR IN BATHROOMS, UTILIZE THIN-SET CER. TILE O/1/2" CEM. BD. IN LIEU OF GYP. BD

CONCAVE TOOLED JOINT

5/8" TYPE "X" GYP. BD. O/STUD FRMN'G.-USE5/8"W.R GYP. BD. IN WET SPACES.

5/8"

7 5/8"

PER. STRUC.

5 1/2"

7 3/8"

5/8"

5/8"

SOLID GROUT ALL CELLS, SEE STRUCT. DWGS

R-19 INSULATION BATT INSULATION

15 5/8"

ADDITIONAL 3/4" PLY-WD., WHERE REQ BY STRUC. 5/8" TYPE "X" GYP. BD. O/STUD FRMN'G.-USE 5/8" W.R GYP. BD. IN WET SPACES. 2X6 WOOD STUDS @ 16" O.C. - ALSO SEE STRUC. DWGS.

INTER. FURRING WHERE OCCUR - PART OF TENEANT IMPROVEMENT - N.I.C.

IN BATHROOMS, UTILIZE THIN-SET CER. TILE O/1/2" CEM. BD. IN LIEU OF GYP. BD

INTER.

INTER.

UL: U419

SCALE

INTER EXPOSE CMU WALL

1 1/2"-1' 0"

IN-5

NOTES:

IN-1

STC: 32 SCALE

TYP. INTER. WALL W/ 2X6 STUD & INSULATION

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN.

IN-1

1 1/2"-1' 0"

NOTES:

INTER.

USE 5/8" W.R. GYP. BD. (INSTEAD OF TYPE "X" GYP. BD.) IN WET SPACES.

‐ ‐ ‐ ‐ ‐

SEE STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING.

R-19 INSULATION BATT INSULATION

INTER.

2X6 WOOD STUDS @ 16" O.C. SEE STRUC. DWGS.

EXPOSE CONC. FIN.

ADDITIONAL 3/4" PLY-WD., WHERE REQ BY STRUC.

ADDITIONAL THIN-SET CER. TILE IN BATHROOM AREAS

5/8" TYPE "X" GYP. BD. O/ STUD FRMN'G.

5/8" TYPE "X" GYP. BD. - UTILIZE W.R. GYP. BD. WITHIN WET SPACES

C.I.P. CONC. - SEE STRUC. DWGS.

3/4"

5/8"

5 1/2"

5/8"

6 3/4"

5 1/2"

2 1/2"

5/8"

PER. STRUC.

AIR SPACE AS REQ.

3/4"

2X6 WOOD STUDS @ 16" O.C. 5/8" TYPE "X" GYP. BD. - UTILIZE W.R. GYP. BD. WITHIN WET SPACES

3/4" EXTER. GRADE PLY-WD. SHEATHING OVER STUD FRAMING. SEE STRUC. DWGS. TOW COAT 3/4" EXTER. CEM. PLASTER W/ GALV. MTL LATH O/ STUCCO PAPER

ADDITIONAL THIN-SET CER. TILE IN BATHROOM AREAS FURRING WALL WHERE OCCURS

FULL HT. WALL FIN. - THIN SET BRICK TILE O/ SOLID BED OF LATEX CEM.

-

INTER.

WAINSCOT FIN. - THIN SET 1 1/4" THICK CAST STONE BD. (32"X16") O/ SOLID LATEX CEM. -UTILIZE EPOXY CEM. BED IF REQ.

UL: U419

UL: U419 IN-6

STC: 34 SCALE

INTER EXPOSE CMU WALL

1 1/2"-1' 0"

IN-6

NOTES:

DP NO.

IN-2

STC: 32 SCALE

TYP. INTER. WALL W/ 2X6 STUD & INSULATION

USE 5/8" W.R. GYP. BD. (INSTEAD OF TYPE "X" GYP. BD.) IN WET SPACES.

2014-51R

IN-2

1 1/2"-1' 0"

NOTES:

INTER.

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN.

Date

SEE STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING. SEE INTER. ELEVS. & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCURS

Revision Description

INTER. PAINT OR SEALED COAT O/ CMU SURFACE PER BLDG. ELEVATION

ADDITIONAL THIN-SET CER. TILE IN BATHROOM AREAS

8" C.M.U. WALL - SEE STRUC. DWGS FOR MORE INFO

5/8" TYPE "X" GYP. BD. - UTILIZE W.R. GYP. BD. WITHIN WET SPACES 15 5/8"

GROUT FILL & TOOL ALL C.M.U. JOINT

7 5/8"

4 3/4"

No

5/8"

3 1/2"

5/8"

R-19 INSULATION BATT INSULATION

Date

GROUT FILL & TOOL ALL C.M.U. JOINT

5/8" TYPE "X" GYP. BD. - UTILIZE W.R. GYP. BD. WITHIN WET SPACES

8" C.M.U. WALL - SEE STRUC. DWGS FOR MORE INFO ADDITIONAL THIN-SET CER. TILE IN BATHROOM AREAS PAINT OR SEALED COAT O/ CMU SURFACE PER BLDG. ELEVATION

FURRING WALL WHERE OCCURS

INTER.

UL: U419

02/05/18

2X4 WOOD STUDS @ 16" O.C.

UL: U419 IN-7

STC: 34 SCALE

INTER EXPOSE CMU WALL

1 1/2"-1' 0"

IN-7

NOTES:

IN-3

STC: 55 SCALE

INTER EXPOSE CMU WALL

1 1/2"-1' 0"

IN-3

USE 5/8" W.R. GYP. BD. (INSTEAD OF TYPE "X" GYP. BD.) IN WET SPACES. SEE STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING. SEE INTER. ELEVS. & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCURS

No

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN. SEE EXTER. ELEV'S. FOR LOCATION AND TYPES OF STUCCO JOINTS.

01

NOTES:

PROJECT NAME:

INTER.

ADDITIONAL THIN-SET CER. TILE IN BATHROOM AREAS

INTER.

5/8" TYPE "X" GYP. BD. (2 LAYERS) O/ STUD FRMN'G. - USE 5/8" W.R. GYP. BD. IN WET SPACES 1/2" PLYWOOD

EXPOSE CONC. FIN. - LIGHT SAND BLASTING W/ VAPOR BARRIER SEAL COAT FIN.

5TH & HARBOR PROJECT ADDRESS:

C.I.P. CONC. - SEE STRUC. DWGS.

5/8"

5/8"

421 N HARBOR BLVD. SANTA ANA CA 92703

PER. STRUC.

9"

1/2" 5 1/2" 1/2"

SHEET TITLE:

1 1/2"

INTERIOR WALL TYPES

5/8"

1 1/2"-1' 0"

IN-9

UL: U419

5/8"

SCALE

IN-5

STC: 55

5/8"

EXPOSE C.I.P. CONC. INTER. WALL

UL: U419

IN-9

STC: 55

SEE INTER. LEVEL'S. & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCUR

2X6 WOOD STUDS @ 16" O.C. 5/8" TYPE "X" GYP. BD. (2 LAYERS) O/ STUD FRMN'G. - USE 5/8" W.R. GYP. BD. IN WET SPACES

1 1/2" = 1'-0" OWNER:

ADDITIONAL THIN-SET CER. TILE IN BATHROOM AREAS

INTER.

INTER.

FURRING WALL WHERE OCCURS

UL: U419

UL: U419 IN-8

STC: 34

2 HR FR INT. DOUBLE SHEAR W/ 2X6 WOOD STUD

SCALE 1 1/2"-1' 0"

IN-8

IN-4

STC: 55

C.I.P. CONC. INTER. WALL W/ FURRED WALL

SCALE 1 1/2"-1' 0"

IN-4

CHARLES COMPANY

SHEET NUMBER:

A‐9.1


NOTES:

NOTES:

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN. SEE EXTER. ELEV'S. FOR LOCATION AND TYPES OF STUCCO JOINTS.

EXTER.

NOTES:

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN. SEE EXTER. ELEV'S. FOR LOCATION AND TYPES OF STUCCO JOINTS.

7/8" EXTER. CEM. PLASTER W/ GALV. MET LATH O/ STUCCO PAPER O/ SHEATHING

EXTER.

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN. SEE EXTER. ELEV'S. FOR LOCATION AND TYPES OF STUCCO JOINTS.

7/8" EXTER. CEM. PLASTER W/ GALV. MTL LATH O/ STUCCO PAPER O/ SHEATHING

1/2" EXTER. GRADE PLY-WD. SHEATHING. SEE STRUC. DWGS.

7/8" EXTER. CEM. PLASTER W/ GALV. MET LATH O/ STUCCO PAPER O/ SHEATHING

EXTER.

3/4" EXTER. GRADE PLY-WD. SHEATHING OVER STUD FRAMING. SEE STRUC. DWGS.

3/4" EXTER. GRADE PLY-WD. SHEATHING OVER STUD FRAMING. SEE STRUC. DWGS. 2X4 STUDS @ 16" O.C. - SEE STRUC. DWGS.

5/8" GYPSUM SHEATHING OVER STUD FRAMING. 2X6 STUDS @ 16" O.C. - SEE STRUC. DWGS.

2X6 STUDS @ 16" O.C. - SEE STRUC. DWGS. ADDITIONAL 3/4" PLY-WD., WHERE REQ. BY STRUC.

7 3/4"

5 1/2"

10 1/4"

3/4"

3/4" 1/2"

5/8"

5/8"

5/8"

7 1/2"

8 1/8"

6 1/8"

1/2"

7/8"

7/8"

7/8"

ADDITIONAL 3/4" PLY-WD., WHERE REQ. BY STRUC.

R-19 BATT INSULATION WITHIN STUD FRAMING R-19 BATT INSULATION WITHIN STUD FRAMING

5/8" TYPE "X" GYP. BD. O/ STUD FRMN'G. - USE 5/8" W.R. GYP. BD. IN WET SPACES

5/8" TYPE "X" GYP. BD. (2 LAYERS) O/ STUD FRMN'G. - USE 5/8" W.R. GYP. BD. IN WET SPACES

INTER.

TILE PER FINISH SCHEDULE WHERE OCCURS

1/2" CEMENT BD.

FURRING WALL WHERE OCCURS

SEE INTER. ELEV'S & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCUR

INTER.

THIN SET TILE - SEE INTER ELEV'S & RM.FIN. SCH.

UL: U419

EX-1

STC: 66 SCALE

BLDG. WALL @ OPEN WALKWAY

EX-5

1 1/2"-1' 0"

SCALE

1-HR EXT. WALL W/ WOOD STUD (STUCCO)

EX-1

1 1/2"-1' 0"

NOTES: NOTES:

EXTER.

‐ ‐ ‐ ‐ ‐

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN. SEE EXTER. ELEV'S. FOR LOCATION AND TYPES OF STUCCO JOINTS.

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN.

WAINSCOT-THIN SET 1 1/4" THICK CAST STONE BD. (32"X16") O/SOLID LATEX CEM . - UTILIZE EPOXY CEM. BED IF REQ.

EXTER. WAINSCOT-THIN SET 1 1/4" THICK CAST STONE BD. (32"X16") O/SOLID LATEX CEM . - UTILIZE EPOXY CEM. BED IF REQ.

FULL HT. WALL- THIN SET BRICK TILE O/SOLID BED OF LATEX CEM.

FULL HT. WALL- THIN SET BRICK TILE O/SOLID BED OF LATEX CEM.

TWO COAT 3/4" EXTER, CEM. PLASTER W/ GALV. MTL LATH (NAILED TO CONC.) O/W.P. MEMB. SELF ADHESIVE & SELF EXPANDING W.P. MEMBRANE

TWO COAT 3/4" EXTER, CEM. PLASTER W/ GALV. MTL LATH (NAILED TO CONC.) O/W.P. MEMB.

7 5/8"

1/2"

3/4"

SELF ADHESIVE & SELF EXPANDING W.P. MEMBRANE

13 3/8"

3/4"

1/2" 3 1/2" 5/8"

1/2" CLR. AIR SPACE R-13 BATT INSUL.

C.I.P. CONC. WALL - SEE STRUC. DWGS.

INTER.

5/8" TYPE "X" GYP. BD. O/STUD FRMN'G.

-

FIN. ALL EXPOSE CONC. SURFACES PER RM. FIN. SCHED.

3 5/8" X 20 GA. GALV. MTL. STUD @ 16" O.C. - SEE STRUC. DWGS.

UL: U419 EX-2

STC: 66

UL: U419

DP NO.

2014-51R

EX-6

STC: 66

C.I.P. CONC. WALL W/ EXTERIOR VENEERE FIN.

SCALE 1 1/2"-1' 0"

SCALE

CMU EXTER. WALL

1 1/2"-1' 0"

EX-6

EX-2

NOTES:

NOTES:

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN. SEE EXTER. ELEV'S. FOR LOCATION AND TYPES OF STUCCO JOINTS.

Date

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN. SEE EXTER. ELEV'S. FOR LOCATION AND TYPES OF STUCCO JOINTS.

EXTER.

EXTER.

WAINSCOT-THIN SET 1 1/4" THICK CAST STONE BD. (32"X16") O/SOLID LATEX CEM . - UTILIZE EPOXY CEM. BED IF REQ.

TWO COAT 3/4" EXTER, CEM. PLASTER W/ GALV. MTL LATH (NAILED TO CONC.) O/W.P. MEMB. TWO COAT 3/4" EXTER, CEM. PLASTER W/ GALV. MTL LATH (NAILED TO CONC.) O/W.P. MEMB.

SELF ADHESIVE & SELF EXPANDING W.P. MEMBRANE

3/4"

1/2"

SELF ADHESIVE & SELF EXPANDING W.P. MEMBRANE

PER STRUCT.

C.I.P. CONC. WALL - SEE STRUC. DWGS. C.I.P. CONC. WALL - SEE STRUC. DWGS.

FIN. ALL EXPOSE CONC. SURFACES PER RM. FIN. SCHED.

FIN. ALL EXPOSE CONC. SURFACES PER RM. FIN. SCHED.

INTER.

INTERIOR FURRING WALL WHERE OCCUR. - SEE EX-16 FOR COMPONENTS

INTERIOR FURRING WALL WHERE OCCUR. - SEE EX-16 FOR COMPONENTS

UL: U419

UL: U419 EX-7

STC: 66

CONC. EXTERIOR WALL W/ STUCCO FINISH

SCALE 1 1/2"-1' 0"

EX-7

NOTES:

EX-3

STC: 66 SCALE

C.I.P. CONC. WALL W/EXTER. VENEERE FIN

EX-3

1 1/2"-1' 0"

NOTES:

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN. SEE EXTER. ELEV'S. FOR LOCATION AND TYPES OF STUCCO JOINTS.

SEE OTHER WALL TYPES OR BLDG. DETAILS FOR WALL TREATMENT WHERE ONE SIDE OF THIS WALL TYPE OCCURWITHIN INTERIOR ON THE BLDG. SEE EXTER. BLDG. ELEV'S. & EXTER. FIN. MAT'S. SCHED. FOR TYPE, SIZE, COLOR & PATTERN OF EXTER. CEM. PLAST. FIN. SEE EXTER. ELEV'S. FOR LOCATION AND TYPES OF STUCCO JOINTS.

EXTER.

EXTER.

PROJECT NAME:

7/8" EXTER. CEM. PLASTER W/ GALV. MTL LATH O/ STUCCO PAPER O/ SHEATHING 3/4" EXTER. GRADE PLY-WD. SHEATHING OVER STUD FRAMING. SEE STRUC. DWGS.

EXTERIOR

EXPOSE CONC. FIN. - LIGHT SAND BLASTING W/ VAPOR BARRIER SEAL COAT FIN.

01

INTER.

02/05/18

Date

No

Revision Description

FULL HT. WALL- THIN SET BRICK TILE O/SOLID BED OF LATEX CEM.

2X4 STUDS @ 16" O.C. - SEE STRUC. DWGS.

5TH & HARBOR PROJECT ADDRESS:

C.I.P. CONC. WALL - SEE STRUC. DWGS.

421 N HARBOR BLVD. SANTA ANA CA 92703

ADDITIONAL 3/4" PLY-WD., WHERE REQ. BY STRUC.

7 1/2"

3/4"

7/8"

EXTERIOR

SHEET TITLE:

EXTERIOR WALL TYPES

5/8"

1 1/2"-1' 0"

EX-9

UL: U419

PER STRUCT.

SCALE

EX-5

STC: 54

3/4"

STC: 66

PER STRUCT.

EX-9

No

UL: U419

2-HR EXT. WALL W/ WOOD STUD (STUCCO)

5/8" TYPE "X" GYP. BD. O/ STUD FRMN'G. - USE 5/8" W.R. GYP. BD. IN WET SPACES

SEE INTER. ELEV'S & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCUR

9 3/4"

INTER.

R-19 BATT INSULATION WITHIN STUD FRAMING

R-19 BATT INSULATION WITHIN STUD FRAMING INTERIOR 5/8" TYPE "X" GYP. BD. O/ STUD FRMN'G. - USE 5/8" W.R. GYP. BD. IN WET SPACES INTERIOR

INTER.

INTER. FURRING WHERE OCCUR - PART OF TENEANT IMPROVEMENT - N.I.C.

UL: U419 EX-8

STC: 66

CONC. EXTERIOR WALL W/ STUCCO FINISH

SCALE 1 1/2"-1' 0"

EX-8

INTER.

SEE INTER. ELEV'S & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCUR

1 1/2" = 1'-0" OWNER:

UL: U419 EX-4

STC: 54

BLDG. WALL @ OPEN WALKWAY

SCALE 1 1/2"-1' 0"

CHARLES COMPANY

EX-4 SHEET NUMBER:

A‐9.2


NOTES: USE 5/8" W.R. GYP. BD. (INSTEAD OF TYPE "X" GYP. BD.) IN WET SPACES. SEE STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING.

TWO LAYERS OF 5/8" TYPE "X" GYP. BD

SHAFT

3/4" PLY-WD.SHEATHING WHERE REQ. BY STRUC. DWGS. 4" X 18 GA. CH. MTL. STUDS @ 16" O.C. R-13 ACOUSTICAL BATT INSULATION

5/8"

5 3/8"

3/4" 3 1/2"

1/2"

1"

11 7/8"

6 1/2"

3" 3/4"

5/8"

5/8"

1" CLR. AIR SPACE

2X4 STUDS @ 16" O.C. - SEE STRUC. DWGS. 5/8" TYPE "X" GYP. BD. O/STUD FRMN'G. - USE 5/8" W.R. GYP. BD. IN WET SPACE ADDITIONAL THIN-SET CER. TILE O/ 1/2" CEM. BD. (O/ WALL ASSEMBY) IN BATHROOM AREAS

INTER.

FURRING WALL WHERE OCCURS

GA#: WP7051 SH-1

STC: 48 SCALE

2-HR SHAFT WALL LOAD BEARING

1 1/2"-1' 0"

SH-1

NOTES: USE 5/8" W.R. GYP. BD. (INSTEAD OF TYPE "X" GYP. BD.) IN WET SPACES.

‐ ‐ ‐ ‐ ‐

SEE STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING.

INTER. ADDITIONAL THIN-SET CER. TILE O/ 1/2: CEM. BD. (O/ WALL ASSEMBY) IN BATHROOM AREAS TWO LAYERS OF 5/8" TYPE "X" GYP. BD

3" 1"

5 1/4"

1 1/4"

SHAFT

1" GYP. BD. LINER PANEL

INTERIOR

R-13 ACOUSTICAL BATT INSULATION 4" X 18 GA. CH. MTL. STUDS @ 16" O.C.

-

SHAFT

GA#: WP7051

DP NO.

SH-2

STC: 48 SCALE

TYP. SHAFT WALL

1 1/2"-1' 0"

2014-51R

SH-2

NOTES: USE 5/8" W.R. GYP. BD. (INSTEAD OF TYPE "X" GYP. BD.) IN WET SPACES.

Date

SEE STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING.

FURRING WALL WHERE OCCURS ADDITIONAL THIN-SET CER. TILE O/ 1/2: CEM. BD. (O/ WALL ASSEMBY) IN BATHROOM AREAS

No

5 1/4"

1" GYP. BD. LINER PANEL R-13 ACOUSTICAL BATT INSULATION 4" X 18 GA. CH. MTL. STUDS @ 16" O.C.

SHAFT

02/05/18

Date

1"

3"

1 1/4"

TWO LAYERS OF 5/8" TYPE "X" GYP. BD

Revision Description

INTER.

GA#: WP7051 SH-3

STC: 48 SCALE

2 HR. MECHANICAL SHAFT WALL

1 1/2"-1' 0"

SH-3

NOTES: No

SEE STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING.

01

USE 5/8" W.R. GYP. BD. (INSTEAD OF TYPE "X" GYP. BD.) IN WET SPACES.

PROJECT NAME:

5TH & HARBOR

EXTER. 7/8" EXTER. CEM. PLASTER W/GALV. MTL LATH O/STUCCO PAPER O/SHEATHING

PROJECT ADDRESS:

TWO LAYERS OF 5/8" GYP. SHEATING O/PLY-WD.

5/8" 6 5/8"

SHEET TITLE:

SHAFT WALL TYPE

1"

3" 1/2"

5/8"

7/8"

1/2" EXTER. GRADE PLY-WD. SHEATHING OVER STUD FRAMING. SEE STRUC. DWGS.

421 N HARBOR BLVD. SANTA ANA CA 92703

1" GYP. BD. LINER PANEL R-13 ACOUSTICAL BATT INSULATION 4" X 18 GA. CH. MTL. STUDS @ 16" O.C.

1 1/2" = 1'-0" OWNER:

SHAFT

GA#: WP7051 SH-4

STC: 48

2 HR. MECHANICAL SHAFT WALL AT EXTER.

SCALE 1 1/2"-1' 0"

SH-4

CHARLES COMPANY

SHEET NUMBER:

A‐9.3


‐ ‐ ‐ ‐ ‐

DP NO.

No

01

02/26/18

Date

No

Revision Description

Date

2014-51R

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

ELEVATOR DETAIL

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐10.1


‐ ‐ ‐ ‐ ‐

DP NO.

01

No

02/26/18

Date

No

Revision Description

Date

2014-51R

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

ELEVATOR DETAIL

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐10.2


‐ ‐ ‐ ‐ ‐

DP NO.

01

No

02/26/18

Date

No

Revision Description

Date

2014-51R

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

SPEC.MISC

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐10.3


GREEN CERTIFICATIONS AT SPORTWORKS, WE TAKE ENVIRONMENTAL RESPONSIBILITY VERY SERIOUSLY. OUR BIKE RACKS ARE MADE WITH POST-INDUSTRIAL RECYCLED STEEL. WE TRACE THE LOCATION OF ORIGIN AND MATERIAL/CHEMICAL COMPOSITION OF ALL THE RAW MATERIALS AND SOURCED COMPONENTS WE USE. WE ALSO MONITOR VOC CONTENT IN OUR FINISHING MATERIALS, AND USE RECYCLED CONTENT IN OUR PACKAGING MATERIALS. INSTALLATION OF SPORTWORKS BIKE RACKS MAY ASSIST YOUR PROJECT IN QUALIFYING FOR THE FOLLOWING GREEN BUILDING CERTIFICATION PROGRAMS: LEED® SPORTWORKS BIKE RACKS CAN HELP YOU ACHIEVE ONE OR MORE OF THE FOLLOWING POINTS UNDER THE LEED 2009 RATING SYSTEM: SS CREDIT 4.2—ALTERNATIVE TRANSPORTATION—BICYCLE STORAGE AND CHANGING ROOMS TO QUALIFY FOR THIS CREDIT, COMMERCIAL, INSTITUTIONAL OR RESIDENTIAL BUILDINGS MUST PROVIDE SECURE BICYCLE PARKING WITHIN 200 YARDS OF A BUILDING ENTRANCE. MR CREDIT 4.1—RECYCLED CONTENT—10% | MR CREDIT 4.2—RECYCLED CONTENT—20% OUR BIKE RACKS ARE CONSTRUCTED OF 70-90% POST-INDUSTRIAL RECYCLED STEEL COMPONENTS, WHICH MAY QUALIFY FOR POINTS FOR RECYCLED CONTENT. MR CREDIT 5.1—REGIONAL MATERIALS—10% EXTRACTED, PROCESSED & MANUFACTURED REGIONALLY | MR CREDIT 5.2—REGIONAL MATERIALS—20% EXTRACTED, PROCESSED & MANUFACTURED REGIONALLY OUR MANUFACTURING FACILITIES ARE IN THE PACIFIC NORTHWEST. IF YOUR PROJECT IS WITHIN 500 MILES OF OUR FACTORY IN WOODINVILLE, WASHINGTON, YOU MAY QUALIFY FOR THESE CREDITS. LIVING BUILDING CHALLENGE ALL SPORTWORKS BIKE RACKS ARE FULLY COMPLIANT WITH THE MATERIALS RED LIST OF THE LIVING BUILDING CHALLENGE, WHICH MEANS THEY DON'T CONTAIN HARMFUL MATERIALS INCLUDING FORMALDEHYDE, HALOGENATED FLAME RETARDANTS, PVC, LEAD, MERCURY, CFC'S, HCFC'S, NEOPRENE (CHLOROPRENE) AND CADMIUM. OUR BIKE RACKS MAY ALSO HELP FULFILL THE CAR-FREE LIVING, APPROPRIATE SOURCING, CONSERVATION & REUSE, AND THE HUMAN SCALE & HUMANE PLACES IMPERATIVES WITHIN VERSION 2.0 OF THE LIVING BUILDING CHALLENGE. GREEN GLOBES™

DP NO.

01

02/26/18

Date

No

Revision Description

Date

2014-51R

No

E.2—MINIMAL CONSUMPTION OF RESOURCES OUR BIKE RACKS ARE MADE WITH RECYCLED CONTENT AND MAY BE CONSIDERED LOCALLY MANUFACTURED DEPENDING ON THE LOCATION OF YOUR PROJECT IN RELATION TO OUR FACTORY IN WOODINVILLE, WASHINGTON. C.5—ENERGY EFFICIENT TRANSPORTATION OUR BIKE RACKS ALLOW YOU TO MEET THE REQUIREMENT OF PROVIDING SAFE STORAGE AREAS WITH FIXED MOUNTINGS FOR BICYCLES.

‐ ‐ ‐ ‐ ‐

SPORTWORKS BIKE RACKS CAN HELP YOU QUALIFY FOR THE FOLLOWING GREEN GLOBES™ CREDITS:

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

SPECS.BIKE RACKS

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐10.4


‐ ‐ ‐ ‐ ‐

DP NO.

01

No

02/26/18

Date

No

Revision Description

Date

2014-51R

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

REPORT SHEET

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐10.5

Construction documents of mix used project  

Pure Revit

Construction documents of mix used project  

Pure Revit

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