Construction documents of mix used project by Yutong Xie

‐ ‐ ‐ ‐ ‐

DP NO.

02/26/18

Date

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.

Revision Description

Date

2014-51R

02/26/18

Date

SHEET INDEX SHEET NUMBER SHEET NAME 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-5.4 WALL SECTIONS A-5.5 WALL SECTION DETAILS A-5.6 WALL SECTION DETAILS 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-8.2 PROJECT DOOR SCHEDULE A-8.2.1 UNIT DOOR SCHEDULE A-8.3 WINDOW SCHEDULE A-9.1 WALL TYPES A-9.2 WALL TYPES A-9.3 DETAILS-FLOOR ASSEMBLY 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

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 MASTER 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-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 A-3.1 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

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

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

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

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'

1158 SF

16769 SF

56968 SF

53634 SF

9571 SF

23845 SF

2ND FLOOR

5113 SF

56102 SF

53377 SF

22442 SF

20866 SF

3RD FLOOR

2350 SF

52775 SF

50614 SF

22442 SF

20866 SF

4TH FLOOR

2350 SF

52775 SF

50614 SF

22442 SF

20866 SF

10971 SF

16769 SF

218620 SF

208239 SF

NE CORNER

75.60'

SE CORNER

74.50'

SW CORNER

74.20'

TOTAL

299.70 / 4

AVERAGE

74.92

SE CORNER

54'-6"

RESIDENTIAL

SW CORNER

54'.6"

GUEST

9556 SF

STAIRS

ELEVATOR SHAFT

UTILITY SHAFT

LOBBY & CORRIDORS

BALC. EXCL. FR. FAR

BALC.INCL. FR. FAR

5231 SF

1158 SF

38 SF

4071 SF

5113 SF

118 SF

38 SF

4071 SF

2350 SF

691 SF

118 SF

38 SF

4071 SF

2350 SF

2888 SF

472 SF

114 SF

12734 SF

10971 SF

815 SF

118 SF

691 SF

118 SF

691 SF

2917 SF

86443 SF

BUILDING SETBACK

REQUIRED STALL/UNIT

#UNITS

STALL/UNIT

1.5/UNIT

141

0.25/UNIT

1/400

9,556 SF

HANDICAP

7 IF 200<#STALLS<300

TOTAL

9556 SF

2917 SF

BUILDING SETBACK

PARKING

189

PROVIDED

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

76897 SF

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(1 HANDICAP)

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

COMMERCIAL

1/ 7,500 SF

9,556 SF

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)

74.17

20''-0" SET BACK

TABLE 503 BUILDING HEIGHT AND AREAS

CONSTRUCTION TYPE ALLOWED

N/A

PROVIDED

1 STORY

A-2 AREA

N/A

UNIT TYPE

BED/BATH

NSF

UNIT 0A

0BED/1BATH

412

1,648

UNIT 0B

0BED/1BATH

335

N/A

3 (50')

+1 (+20)

AREA

N/A

12,000

SEE BELOW

4 (70')

SF TOTAL

1983

9556 SF/STORY

TOTAL STUDIO STORIES

# UNITS

4 STORY

UNIT 1A

1BED/1BATH

681

8172

UNIT 1B

1BED/1BATH

650

9750

8' -0" MAX SETBACK

R-2

S-2

UNIT 1D MAX 23845 SF/STORY

TOTAL 1BEDROOM UNIT 2A

R-2 AREA INCREASE PER CBC 506.1

2BED/2BATH

981

1572

23280

JT JT JT

46% 10'-0"

27,468

UNIT 2B

2BED/2BATH

933

8,397

HIGHWAY EASEMENT

5'-0" SETBACK

ALLOWABLE AREA /STORY TABULAR AREA/STORY

12,000

FRONTAGE INCREASE PER 506.2

0.41

SPRINKLER INCREASE PER 506.3

PERIMETER FRONTING PUBLIC WAY

858,22

885

2,610

UNIT 2D

2BED/2BATH

1076

6,456

TOTAL 2BEDROOM

CLEAR ZONE

44,931

49%

70,194

100%

28'-0" DRIVEWAY (NO GATE) T

2BED/2BATH

GRAND TOTAL

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

PERIMETER OF ENTIRE BUILDING

1,290.82 N HARBOR BLVD

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

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

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"

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

UNIT 2C

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

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

5'-0" SET BACK

PROJECT DIRECTORY

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

12'-0"

N/A

3786

20'-0"

N/A

524

10'-0"

1BED/1BATH

631

62'-0" TO CENTER OF N HARBOR BLVD

AREA

1BED/1BATH

4 STORY

19'-10"

42'-2"

N/A

JT JT

N/A

CLEAR ZONE 8'-0" MAX SET BACK

UNIT 1C STORIES

421 N HARBOR BLVD, SANTA ANA, CA,92793

OWNER:

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

JT JT

40,920 MAX 32,511 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

5'-0"

INCREASE

UNIT MATRIX

W 5TH ST

STORIES

TYPE V-A

JT JT

BICYCLE PARKING PROVIDED

TOTAL

2013 NFPA 13- INSTALLATION OF FIRE SPRINKLERS

PROJECT:

02/26/18

27740 SF

TOTAL

APPLICABLE CODES

TYPE I-A

2014-51R

ROOF

COMMERCIAL

GROUP

DP NO.

Date

NW CORNER

1ST FLOOR

NET AMENITY

Revision Description

SEE ZONING SUMMARY

NET COMMERCIAL A2

NET PARKING S2

COMMON

PARKING SPACES

NET RESIDENTIAL R-2

PRIVATE

Date

YES

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

TOTAL

FIRE ALARM

LOCATION

4'-0"

FIRE STANDPIPES AT EACH STAIR EXIT STAIR CORE

FLOOR AREA D

8'-0" SET BACK

ADDITIONAL FIRE PROTECTION

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

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 indicated 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.

02/26/18

Date

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.

02/26/18

Date

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

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)

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)

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.

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.

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.

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.

SMOKE DETECTORS

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.

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)

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)

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

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).

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.

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:

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

B OCCUPANCY

STAIR E

STAIR B

STAIR A

STAIR B

STAIR A

O.L. : 5+5=10

O.L. : 3+60= 63

O.L. :3

O.L. : 27+52.5=79.5

O.L. :27

MIN STAIR WIDTH: 10* 0.3" =3"

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-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. :949/100=9.49 ~10 O.L. PER EXIT=10/2=5

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

JT JT JT

AREA: 15959 SF

MAX O.L.

APPLIED O.L.

100/0.3=333

3 STAIR A

SD-A STAIR B

SS-B

0.2

100"

0.3

36"/ 0.2= 180 100/0.3=333

SD-B1

36"

0.2

36"/ 0.2= 180

SD-B2

36"

0.2

36"/ 0.2= 180

100/0.3 =333

SD-A

36"

0.2

36"/ 0.2= 180

SS-B

100"

0.3

100/0.3 =333

30+55=85

S2 OCCUPANCY

SD-B1

36"

0.2

36"/ 0.2= 180

O.L: 20837/200= 104.18~105

SD-B2

36"

0.2

36"/ 0.2= 180

SS-C

100"

0.3

100/0.3 =333

SD-C1

36"

0.2

36"/ 0.2= 180

30+43=73

100/0.3=333

41+71=112

SD-C2

36"

0.2

36"/ 0.2= 180

SS-D

100"

0.3

100/0.3 =333

36"

0.3 0.2

36"/ 0.2= 180

SD-D

36"

0.2

36"/ 0.2= 180

=1 2 EP 1.93 AR ' AT IO N

41+71=112 5+32=37

100/0.3=333

5+32=37

36"/ 0.2= 180

SD*= STAIR DOOR

EXIT D

SS** = STAIR SHAFT

A3 OCCUPANCY

JT JT JT JT

SS-D

84'-2" PRVIDED SEPERATION

SD* = STAIR DOOR SS** = STAIR SHAFT

EXIT D

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

STAIR WIDTH:119X0.3=35.7"

O.L. :39.5

SS-C SD-C

STAIR WIDTH:39.5X 0.3"=11.85"

ACCESS TO ROOF

JT JT

SS-D

JT JT

EXIT C

STAIR WIDTH:112*0.3=33.6"

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

STAIR D

‐ ‐ ‐ ‐ ‐

0.2

100"

SD-E

0.3

30+55+43=85

SS-E

36"

36"/ 0.2= 180

100"

0.2

ADA Accessible

SS-D

5+32=37

STAIR C

36"

36"/ 0.2= 180

STAIR E

0.2

' N .92 IO 71 AT = R A 3 "/ EP 1/4 T S NR '-9 EXI TIO " EQ 365 5 1/2 ARA 21 ED 0 UI '-9 P 1 R I ' E 5 U S RE 5/ Q 16 XIT RE E D 8" / D E EX 3 ID V IT O PR S

SD-C2

SD-D

ACCESS TO ROOF

0.3

AREA: 20837 SF

O.L. : 33+79 = 112

SS-C SD-C

100"

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

MIN STAIR WIDTH:70 * 0.3"=21" JT JT

SS-A

5+32+60=97

36"

100/0.3=333

Van Accessible

O.L. : 5+5+60=70

SD-C1

0.3

N 0" '-1 TIO 56 RA = A / 3 EP S 8" 3/ XIT 5 E 0'17 RED I QU RE

EXIT C

STAIR D

100"

APPLIED O.L.

7/8" 138'-8 ION PARAT ED SE PROVID

AREA: 23939 SF

' N .92 IO 71 AT = R A 3 "/ EP 1/4 T S N '-9 EXI " TIO 5 3/4 ARA 21 ED 0 1 P R I E 0'QU 17 XIT S RE E D IDE OV PR

ADA Accessible ADA Accessible Van Accessible

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

SS-C

MAX O.L.

O.L: 23939/200=119.69~120 STAIR C

O.L. RATIO

STAIR B

ADA Accessible

S2 OCCUPANCY

36"

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

1" = 20'-0"

ACCESS TO ROOF

R2 OCCUPANCY

EXIT PLAN 2 1" = 20'-0"

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-A

SS-A

100"

0.3

100/0.3 =333

SD-A

36"

0.2

36"/ 0.2= 180

SS-B

100"

0.3

100/0.3 =333

30+55=85

S2 OCCUPANCY

SD-B1

36"

0.2

36"/ 0.2= 180

S2 OCCUPANCY

O.L: 20837/200= 104.18~105

SD-B2

36"

0.2

36"/ 0.2= 180

O.L: 20837/200= 104.18~105

SS-C

100"

0.3

100/0.3 =333

STAIR B

STAIR C

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

30+55+43=85

AREA: 20837 SF

SD-C1

36"

0.2

36"/ 0.2= 180

30+43=73

SD-C2

36"

0.2

36"/ 0.2= 180

SS-D

100"

0.3

100/0.3 =333

SD-D

36"

0.2

36"/ 0.2= 180

' N .92 IO 71 AT = R / 3 EPA S /4" NR 9 1 XIT ' TIO " EQ 365 E 5 1 D 1/2 ARA 2 E 0 UI '-9 P 1 R I ' E 5 RE 5/ QU 16 XIT S RE E D 8" / D E EX 3 ID V IT O PR S

STAIR C

=1 2 EP 1.93 AR ' AT IO N

STAIR D

100/0.3 =333

SD-A

36"

0.2

36"/ 0.2= 180

SS-B

100"

0.3

100/0.3 =333

30+55=85

SD-B1

36"

0.2

36"/ 0.2= 180

SD-B2

36"

0.2

36"/ 0.2= 180

SS-C

100"

0.3

100/0.3 =333

SD-C1

36"

0.2

36"/ 0.2= 180

SD-C2

36"

0.2

36"/ 0.2= 180

SS-D

100"

0.3

100/0.3 =333

SD-D

36"

0.2

36"/ 0.2= 180

30+43=73 55 43 43

SS-C SD-C

EXIT D O.L. :39.5 STAIR WIDTH:39.5X 0.3"=11.85"

ACCESS TO ROOF

SS-D

SD-D R2 OCCUPANCY

30+55+43=85

SS-D

0.3

STAIR WIDTH:119X0.3=35.7"

STAIR WIDTH:39.5X 0.3"=11.85"

ACCESS TO ROOF

100"

SS** = STAIR SHAFT

SS-C SD-C

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

O.L. :39.5

EXIT C

STAIR WIDTH:119X0.3=35.7"

ADA Accessible

EXIT D

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

APPLIED O.L.

SD* = STAIR DOOR

SS** = STAIR SHAFT

EXIT C

MAX O.L.

SS-A

ADA Accessible

SD* = STAIR DOOR

O.L. RATIO

7/8" 138'-8 ION PARAT ED SE PROVID

STAIR D

STAIR B

7/8" 138'-8 ION PARAT ED SE PROVID

=1 2 EP 1.93 AR ' AT IO N

STAIR A

ACTUAL WIDTH

02/26/18

APPLIED O.L.

SD-D

ACCESS TO ROOF

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

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

AREA: 15696 SF

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

ACCESS TO ROOF

MAX O.L.

Date

O.L. RATIO

Revision Description

STAIR A

ACTUAL WIDTH

AREA: 15959 SF

JT JT JT

' N .92 IO 71 AT = R / 3 EPA S /4" NR 9 1 XIT ' TIO " EQ 365 E 5 1 D 1/2 ARA 2 E 0 UI '-9 P 1 R I ' E 5 RE 5/ QU 16 XIT S RE E D 8" / D E EX 3 ID V IT O PR S

ACCESS TO ROOF

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

ACCESS TO ROOF

AREA: 15959 SF

AREA: 20837 SF

SD-B

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

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

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

SS-A

2014-51R

Date

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

SS-B

DP NO.

PROJECT NAME:

5th & Harbor

EXIT PLAN 3 1" = 20'-0"

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

UP JT JT JT

JT JT JT

/3 =1 SE 21. PA 93' RA TI ON

ADA Accessible

PROPERTY LINE

ADA Accessible ADA Accessible Van Accessible

N 0" '-1 TIO 56 RA = A / 3 EP S 8" 3/ XIT 5 E 0'17 RED I QU RE

Van Accessible

' N .92 IO 71 AT = R / 3 EPA S /4" N 9 1 XIT ' " TIO E 5 3/4 ARA 21 ED 0 1 IR EP 0'QU 17 XIT S RE E D IDE OV PR

' N .92 IO 71 AT = R A 3 / P SE /4" NR 9 1 XIT TIO " EQ 365 E 5'1 D 1/2 ARA 2 E 0 UI '-9 P 1 R I ' E 5 RE 5/ QU 16 XIT S E R E D 8" D E EX D I IT OV PR

7/8" 138'-8 ION PARAT ED SE PROVID

PROPERTY LINE

ADA Accessible

LADDERING PAD AREAS PER OCFA JT

‐ ‐ ‐ ‐ ‐

JT JT JT

JT JT

84'-2" PRVIDED SEPERATION

JT JT

FIRE DEPARTMENT ACCESS CORRIDOR

6'-0"

PROPERTY LINE

FIRE RATING PLAN 1

TYPICAL

DP NO.

1" = 20'-0"

2014-51R

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

ADA Accessible

02/26/18

Date

/3 =1 SE 21. PA 93' RA TI ON

ADA Accessible

/3 =1 SE 21. PA 93' RA TI ON

7/8" 138'-8 ION PARAT ED SE PROVID

' N .92 IO 71 AT = R / 3 EPA S /4" NR 9 1 XIT ' TIO " EQ 365 E 5 1 D 1/2 ARA 2 E 0 UI '-9 P 1 R I ' E 5 RE 5/ QU 16 XIT S E R E D 8" D E EX ID V IT O PR

7/8" 138'-8 ION PARAT ED SE PROVID

' N .92 IO 71 AT = R / 3 EPA S /4" NR 9 1 XIT ' TIO " EQ 365 E 5 1 D 1/2 ARA 2 E 0 UI '-9 P 1 R I ' E 5 RE 5/ QU 16 XIT S E R E D 8" D E EX ID V IT O PR

Revision Description

JT JT JT

Date

20'-0"

FIRE HYDRANT

JT JT

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

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

FIRE RATING PLAN 4

SHEET TITLE:

1" = 20'-0"

FIRE MASTER 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

R10

L103

L105

R11 R12

02 L1-

L1-01

UP DN

UP JT JT JT

RF PF

PE PL1-1 10 L1-

ADA Accessible

PD Van Accessible

ADA Accessible ADA Accessible Van Accessible

12 L1L113

RC RB

JT JT

14 L1-

JT G1-06

627 SF

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" 145'-0"

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

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"

S6 S7

S9S10

S11

S12

S13 S14

EGRESS- LEVEL1 DP NO.

1" = 20'-0"

2014-51R

R10

R11 R12

L2 -0 4

02 L2-

05 L2-

07 L2-

09 L2-

0 -1 L2

Date

JT JT JT

PE RE

13 L2-

-1 5

PL2-1

L2 -2 6

L2 -27

ADA Accessible

L2-

SD'

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE: L224

L2 -20

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"

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 PL2-1

-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

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

MAX. TRAVEL TOTAL DISTANCE TRAVEL ALLOWED DISTANCE

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

ROOM NO.

OCC. FACTO R

11 L2-

PATH OF EGRESS (LEVEL 2)

02/26/18

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

L2 -01

15 15 15

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

L2-

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)

G1 -02

G101

G-01 G-02 G-03

ROOM NAME

OCC. LOAD

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

L206

ROOM NO.

OCC. FACTO R

COM. PATH OF TRAVEL 1

L208

PATH OF EGRESS (LEVEL 1)

SD'

JT JT

-03 G1

PA -04 G1

‐ ‐ ‐ ‐ ‐

JT JT JT

GROSS

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

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

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

EGRESS- LEVEL2 1" = 20'-0"

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 2 -1 L3

RD 13 L3L314

RC RB PL3-1

ADA Accessible

‐ ‐ ‐ ‐ ‐

L3 -2 6

L3 -27

SD'

PA P1

COM. PATH OF TRAVEL 3 L324

L3 -20

S6 S7

S9S10

S11

S12

S13 S14

DP NO.

1" = 20'-0"

Date

2014-51R

EGRESS- LEVEL3

R10

R11 R12

L4 -0 4

02 L4-

05 L4-

07 L4-

09 L4-

Revision Description

L4 -01

L403

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'-6 7/8" 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" 148'-7 1/2"

PATH NAME (X-XX)

L3 -18

TOTAL TRAVEL DISTANCE

25 L3-

11 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

R11 R12

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

R10

-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

L306

JT JT JT

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

L3-

AREA

PATH NAME (X-XX)

-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

6 -1 L3

ROOM NO.

OCC. FACTO R

MAX. TRAVEL DISTANCE ALLOWED

0 -1 L3

-15 L3

PATH OF EGRESS (LEVEL 3)

L308

GROSS

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

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-

Classification

0 -1 L4

Date

RD 13 L4L414

SE PROJECT NAME:

5th & Harbor

PA P3

SD'

-15

No L4 -26

-27

PL4-1

ADA Accessible

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

L424

L4 -20

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"

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

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-

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)

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

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

ROOM NO.

OCC. FACTO R

02/26/18

PATH OF EGRESS (LEVEL 4)

JT JT JT

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

EGRESS- LEVEL 4

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

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)

Date

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)

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.

02/26/18

Date

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.

Revision Description

Date

2014-51R

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

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

BALCONY 180 SF

BALCONY 161 SF

R10

BALCONY 165 SF

R11 R12

BALCONY 173 SF

NET RESIDENTIAL 3300 SF

STAIRWAY 194 SF

NET RESIDENTIAL 2647 SF

FLOOR AREA INCLUDING EXTERIOR WALL= 56968 SF HALLWAY 579 SF

BALCONY 75 SF

HALLWAY 1778 SF

JT JT

NET FITNESS ROOM 949 SF

FLOOR AREA EXCLUDING EXTERIOR WALL= 53634 SF

STAIRWAY 173 SF

PE RE BALCONY 247 SF

PD PARKING 23845 SF

RD NET RESIDENTIAL 3624 SF

PC BALCONY 157 SF

PB JT JT

JT JT

PA P1

ELEVATOR SHAFT JT 59 SF HALLWAY P7 760 P8 SF HALLWAY 400 SF

HALLWAY 1279 SF

TRASH 326 SF

NET REC ROOM 1968 SF

ELEVATOR SHAFT 59 SF JT

STAIRWAY 220 SF

SD'

HALLWAY 435 SF STAIRWAY 228 SF

NET RESIDENTIAL 472 SF NET COMMERCIAL 3530 SF

NET COMMERCIAL 6027 SF

NET RESIDENTIAL

9571SF

NET AMENITY

2917 SF

STAIRWAY

815 SF

HALLWAY

5231 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

20233 SF

A2 COMMERCIAL

9556 SF

S9 S10

S11

S12

S13 S14

R10

R11 R12

DP NO.

PARKING

23845 SF

TOTAL

53634 SF

2014-51R

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

BALCONY 86 SF

BALCONY 169 SF

BALCONY 170 SF

BALCONY 160 SF

BALCONY 169 SF

BALCONY 168 SF

Date

FLOOR AREA INCLUDING EXTERIOR WALL= 56102 SF

BALCONY 77 SF

HALLWAY 4071 SF

STAIRWAY 156 SF JT JT

FLOOR AREA EXCLUDING EXTERIOR WALL= 53377 SF

STAIRWAY 173 SF

Date

PE RE BALCONY 187 SF

PD PARKING 20866 SF

PC BALCONY 158 SF

ELEVATOR SHAFT 59 SF

PROJECT NAME:

NET RESIDENTIAL 2175 SF LOCATION

P8 JT

PA P1

ELEVATOR SHAFT 59 SF

BALCONY 105 SF

SD'

TRASH CHUTE TRASH 38 SF 38 SF

STAIRWAY 189 SF

NET RESIDENTIAL 8103 SF

SB BALCONY 1505 SF

BALCONY 2056 SF

22442 SF

STAIRWAY

691 SF

HALLWAY

4071 SF

ELEVATOR SHAFT

118 SF

UTILITY SHAFT

38 SF

TRASH

38 SF

BALCONY (INCLUDED IN FAR)

5113 SF

BALCONY (EXCLUDED FROM FAR)

PROJECT ADDRESS:

NET RESIDENTIAL

TOTAL

32511 SF

COMMERCIAL

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

S9 S10

S11

S12

S13 S14

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

EXHIBIT A. RESIDENTIAL FLOOR AREA

LEGEND NET RESIDENTIAL

As indicated OWNER:

NET COMMERCIAL

5th & Harbor

AREA

BALCONY 105 SF

STAIRWAY 171 SF

ADA Accessible

02/26/18

Revision Description

NET RESIDENTIAL 12164 SF

AREA

‐ ‐ ‐ ‐ ‐

LOCATION

STAIRWAY -

HALLWAY BALCONY (INCLUDED IN FAR)

PARKING

20866 SF

TOTAL

53377 SF

CHARLES COMPANY

NET RECREATION/FITNESS ROOM

SHEET NUMBER:

A‐0.5.0

BALCONY 86 SF

BALCONY 169 SF

BALCONY 170 SF

BALCONY 160 SF

R10

BALCONY 169 SF

R11 R12

BALCONY 168 SF

NET RESIDENTIAL 12164 SF

FLOOR AREA INCLUDING EXTERIOR WALL=52775 SF

HALLWAY 4072 SF

FLOOR AREA EXCLUDING EXTERIOR WALL= 50614 SF

BALCONY 77 SF

JT JT

STAIRWAY 156 SF

STAIRWAY 173 SF

PE RE BALCONY 187 SF

PD PARKING 20866 SF

ADA Accessible

ELEVATOR SHAFT 59 SF

SD'

TRASH CHUTE TRASH 38 SF 38 SF

STAIRWAY 189 SF

NET RESIDENTIAL 8103 SF

NET RESIDENTIAL

22442 SF

STAIRWAY

691 SF

HALLWAY

4071 SF

ELEVATOR SHAFT

118 SF

UTILITY SHAFT

38 SF

TRASH

38 SF

BALCONY (INCLUDED IN FAR)

2350 SF

BALCONY (EXCLUDED FROM FAR)

BALCONY 144 SF

BALCONY 169 SF

BALCONY 144 SF

BALCONY 170 SF

TOTAL

BALCONY 169 SF

29748 SF

A2 COMMERCIAL

S9 S10

S11

S12

S13 S14

PARKING

20866 SF

TOTAL

50614 SF

DP NO.

2014-51R

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

BALCONY 86 SF

BALCONY 169 SF

BALCONY 170 SF

BALCONY 160 SF

R10

BALCONY 169 SF

R11 R12

BALCONY 168 SF

Date

NET RESIDENTIAL 12164 SF

Revision Description

HALLWAY 4072 SF

FLOOR AREA EXCLUDING EXTERIOR WALL= 50614 SF

BALCONY 77 SF

JT JT

STAIRWAY 173 SF

RE BALCONY 187 SF

PD PARKING 20866 SF

PC BALCONY 158 SF

BALCONY 105 SF

STAIRWAY 173 SF

LOCATION

SD'

TRASH CHUTE TRASH 38 SF 38 SF

STAIRWAY 189 SF

NET RESIDENTIAL 8103 SF

BALCONY 169 SF

BALCONY 144 SF

BALCONY 170 SF

BALCONY 144 SF

AREA

5th & Harbor

BALCONY 169 SF

NET RESIDENTIAL

22442 SF

STAIRWAY

691 SF

HALLWAY

4071 SF

ELEVATOR SHAFT

118 SF

UTILITY SHAFT

38 SF

TRASH

38 SF

BALCONY (INCLUDED IN FAR)

2350 SF

BALCONY (EXCLUDED FROM FAR) TOTAL

29748 SF

COMMERCIAL

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

S9 S10

S11

S12

S13 S14

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

LEGEND NET RESIDENTIAL NET COMMERCIAL

EXHIBIT A. RESIDENTIAL FLOOR AREA As indicated OWNER:

STAIRWAY HALLWAY

PROJECT NAME:

P8 JT

NET RESIDENTIAL 2175 SF

PA P1

ELEVATOR SHAFT 59 SF

BALCONY 105 SF

ADA Accessible

02/26/18

Date

FLOOR AREA INCLUDING EXTERIOR WALL=52775 SF

STAIRWAY 156 SF

AREA

‐ ‐ ‐ ‐ ‐

LOCATION R2

P8 JT

NET RESIDENTIAL 2175 SF

ELEVATOR SHAFT 59 SF

PA P1

BALCONY 105 SF

STAIRWAY 173 SF

BALCONY 158 SF

PARKING

20866 SF

BALCONY (INCLUDED IN FAR)

TOTAL

50614 SF

NET RECREATION/FITNESS ROOM

CHARLES COMPANY

SHEET NUMBER:

A‐0.5.1

24'-0"

BALCONY 180 SF

BALCONY 161 SF

R10

R11 R12

24'-0"

26'-3"

BALCONY 165 SF

BALCONY 174 SF

6'-0"

31'-3 3/8"

6'-0"

7'-6"

14'-10 3/4"

NET FITNESS ROOM 939 SF 36'-3 1/8"

JT JT

BALCONY 75 SF

11'-6"

6'-6"

111'-9"

28'-6"

RE BALCONY 247 SF

PD SIDE YARD 11991 SF

RD 6'-6"

4'-9"

31'-4 3/8"

14'-1 3/8"

15'-7"

6'-6"

JT JT

NET REC ROOM 1944 SF

PA P1

30'-10 3/8"

3'-3 3/8"

4'-9"

30'-8 1/8"

‐ ‐ ‐ ‐ ‐

BALCONY 156 SF

25'-1"

24'-0"

77'-9 1/2"

P7 JT

35'-1 1/8"

P8 SD'

62'-8"

PLAZA 1895 SF

DP NO.

2014-51R

S9 S10

S11

S12

S13 S14

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

BALCONY 169 SF

R11 R12

22'-9"

24'-0"

BALCONY 160 SF

BALCONY 169 SF

BALCONY 168 SF

Date

BALCONY 86 SF

24'-6"

R10

Revision Description

24'-0"

7'-0"

13'-2"

7'-0"

BALCONY 77 SF

11'-7"

JT JT

6'-6"

28'-6 7/8"

RE BALCONY 187 SF

02/26/18

Date

6'-6"

6'-5"

BALCONY 105 SF

17'-6"

6'-0"

BALCONY 158 SF

6'-0"

24'-0"

SE PROJECT NAME:

5th & Harbor

RA JT

LOCATION

P8 SD'

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

BALCONY 1505 SF

13'-11"

8'-11" 13'-11"

12'-10 1/2"

BALCONY 2056 SF

17'-11 1/8"

10'-11"

24'-0" 8'-10 5/8"

24'-0"

3'-10 5/8"

24'-0"

17'-0"

19'-2"

35'-4"

24'-0"

5113 SF

LEVEL 3

2350 SF

LEVEL 4

2350 SF

TOTAL

10,971 SF

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

SA 26'-0"

LEVEL 2

118'-1"

16,769 SF

PROJECT ADDRESS:

SHEET TITLE:

EXHIBIT B. OPEN SPACE COMPLIANCE 27,740 SF

As indicated OWNER:

CHARLES COMPANY

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

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

S9 S10

S11

S12

S13 S14

SHEET NUMBER:

A‐0.6.0

BALCONY 169 SF

22'-9"

24'-6"

BALCONY 160 SF

BALCONY 169 SF

R10

R11 R12 24'-0"

BALCONY 168 SF

7'-0"

BALCONY 86 SF

24'-6"

24'-0" 7'-0"

7'-0"

13'-2"

7'-0"

BALCONY 77 SF

11'-7"

JT JT

6'-6"

PE 6'-6"

RE BALCONY 187 SF

17'-6"

BALCONY 105 SF

‐ ‐ ‐ ‐ ‐

BALCONY 158 SF

6'-0"

6'-6"

24'-0"

RA JT

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"

24'-0"

SD'

7'-0"

PA P1

DP NO.

2014-51R

S9 S10

S11

S12

S13 S14

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

BALCONY 169 SF

22'-9"

24'-6"

BALCONY 160 SF

BALCONY 169 SF

R10

R11 R12 24'-0"

BALCONY 168 SF

Date

24'-6"

Revision Description

7'-0"

BALCONY 86 SF

7'-0"

24'-0"

13'-2"

7'-0"

BALCONY 77 SF

11'-7"

JT JT

6'-6"

6'-5"

02/26/18

Date

PE RE BALCONY 187 SF

BALCONY 158 SF

17'-6"

BALCONY 105 SF

6'-0"

17'-6"

6'-6"

24'-0"

SE PROJECT NAME:

5th & Harbor

RA JT

LOCATION

P8 SD'

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"

24'-0"

BALCONY 169 SF

LEVEL 2

5113 SF

LEVEL 3

2350 SF

LEVEL 4

2350 SF

TOTAL

10,971 SF

16,769 SF

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

EXHIBIT B. OPEN SPACE COMPLIANCE 27,740 SF

As indicated OWNER:

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

CHARLES COMPANY

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

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

S9 S10

S11

S12

S13 S14

SHEET NUMBER:

A‐0.6.1

3'-0"

F. F. LEVEL RF 122'-8"

6'-6"

10'-4"

6'-0"

8'-0"

10'-4"

5'-0"

3'-6"

F. F. LEVEL 3 102'-0"

10'-4"

20'-8"

‐ ‐ ‐ ‐ ‐

10'-4"

F. F. LEVEL 4 112'-4"

F. F. LEVEL 2 91'-8" 7'-5 5/8" 14'-0"

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

4'-8"

10'-7 1/8"

14'-0"

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 %

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

1. THE BUILDING IS EQUIPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1. (NFPA 13 SPRINKLER SYSTEM) 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:

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

EXTERIOR WALL OPENINGS AREA

Date

EXTERIOR WALL AREA

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

DN STOOP

STOOP

STOOP STOOP

DN STOOP

STOOP STOOP

11'-0"

STOOP

17'-0"

LEVEL BELOW

75.50

4'-0"

(NO GATE)

PROPERTY LINE

4'-0"

FIRE HYDRANT

74.17

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

STOOP

‐ ‐ ‐ ‐ ‐

20''-0" SET BACK

WALL PER LANDSCAPE

STOOP

PROPERTY LINE

ADJACENT BUILDING FOOTPRINT

STOOP

COURTYARD, SEE LANDSCAPE DWGS FOR MORE INFORMATION

SETBACK

DP NO.

2014-51R

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

LEVEL BELOW JT

75.00

AIR CHAMBER JT

JT JT

LEVEL BELOW

Date

OPEN SEATING AREA LEVEL BELOW

10'-0" 2'-0"

ADJACENT BUILDING FOOTPRINT

CLEAR ZONE

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

75.00

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

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"

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

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

A-4.1

35'-0"

24'-0"

35'-0"

23'-8 1/8"

PROPERTY LINE

27'-1 1/2"

74.52

10'-3 1/2" 1 74.17

A-6.2

2W4

---

107

UNIT 2A

UNIT 1B

G-11

106

105

UNIT 2A

UNIT 1B

ADA LIFT

F.F. 75.50

EXIT

W6-b

S3 S5

S 77.67

L1 04

C10-b

L1 03

L1 01

5'-4"

20'-0" SET BACK

2W4-2H 2W4

5'-0"

103

102

101

UNIT 1B

UNIT 2A

UNIT 0B

73.71

4'-8"

3'-0" WIDE TRUNCATED SURFACE

L1 07

L1 06

L1 05

28'-0"

75.00

8'-6"

0'-6"0'-6"

8'-6"

26'-6"

8'-6"

TYP. 3 STALLS @ 8'-6"

84'-0"

19'-6"

LEVEL ONE: 52 PARKING STALLS (6 HANDICAP)

1'-1 1/8"

8'-6" 26'-6" TYP. 3 STALLS @ 8'-6"

CORRIDOR-5

8'-6"

35'-0"

PROPERTY LINE

G 01

DS 3

75.00

LOUVER

SC9

74.50

Section 9 3

74.50

74.00

4'-3"

22'-1 5/8"

4'-0"

9'-0 5/8"

9'-1"

25'-0"

24'-6"

10'-1 5/8"

6'-0"

CANOPY ABOVE

3'-0"

6'-3 1/4"

15'-2 1/8"

24'-6"

12'-1"

24'-6"

8'-1" A-5.1

13'-9 1/8"

24'-1"

F.F. 74.00

G-02

74.00

3551 SF

No 5''-0" SET BACK

F.F. 74.00 PROJECT NAME:

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

6'-0"

LEVEL 2 ABOVE SC13

SC13

F.F. 74.00

G 02

G C

9'-0"

73.00

SC14 G 02

EXIT

C10-a

SC14

C10-a

74.00

F.F. 74.00

C10-a

CANOPY ABOVE

24'-6 3/8"

11'-0 3/8"

28'-0"

11'-6 5/8"

28'-0"

18'-4 1/8"

PROPERTY LINE

8'-10"

4'-7"

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"

24'-5 1/8"

28'-0"

421 N HARBOR BLVD. SANTA ANA CA 92703

SC15

18'-6"

27'-7"

SHEET TITLE:

LEVEL 1 PLAN

11'-1 1/4"

292'-3 1/4"

A-A A-5.1

1/8" = 1'-0"

S11

S12

S13

S14

As indicated

CHARLES COMPANY STREET TREE PER LANDSCAPE,TYP.

EXISTING TRAFFIC SIGNAL & ASSOCIATED UTILITIES/ PULLBOX TO REMAIN

LOUVER ABOVE

OWNER:

A-3.0 -

LEVEL SITE

S10

5th & Harbor PROJECT ADDRESS:

2'-0"

4'-0" 74.00

E-E

F.F. 74.00

83'-0"

15'-0" 3'-10 5/8"

W6-Rc

EXIT

B-B 1'-0 1/2"

25'-10"

25'-7 1/8"

EXIT

5'-0"

EXIT

5'-0" 4'-0"

F.F. 74.00

COMMERCIAL B

14'-0"

02/26/18

3'-0"

2'-6" 88 5'-0"

G 03

92 G 03

24 G 05

S3 S5

C10

---

--- 3

27'-0"

SC12

C10-a

6'-4"

F.F. 74.00

MAIL BOX

10'-0"

SC11

5'-6 3/8"

555 SF

C10-c

15'-0"

G 01

0'-11 3/4" SC11

SC10

24'-11 1/8"

2'-6"

LOBBY G-05

15'-0"

33'-6 1/2" SC10

5'-0"

3'-0"

C10-a 2'-0"

8'-0" SET BACK

0'-11 1/2"

6'-0"

G 02

13 6'-4"

28'-0"

395 SF

F.F. 74.00

---

C10-a SC8

G 01

4'-9 1/4"

C10-a

G 02

2W4-2H

E-E

A-A

SC7

W6-R

5''-0" SET BACK

LEVEL 2 ABOVE

STAIR 4

8'-0"

SC5

G 05

A-5.1

475 SF

G-C

G 06

96 SF G 09

F.F. 74.00

S.P.

FIRE ACCESS

9'-0"

17'-0"

25'-0"

15'-8 7/8"

A-5.1

SD'

45 S1

W6-R

W6-R G 02

G-09

B-B

G C4

W6-R

G-06

UTILITY

2'-0"

F.F. 75.00

F.F. 74.00

C10

4'-0"

C10-a

W6-Rc

28'-0"

W6-R 37

7 A-6.2

LEASING

9'-3"

3'-7 1/4"

C10-a

28'-10" G C

SC16

EXIT

4'-0"

6015 SF

25'-0"

F.F. 74.00

W6-R

42'-9"

F.F. 74.00

556 SF

F.F. 74.50

G-01

G-04

21'-11 1/8"

TO F.E.E. 74'-0"

RAMP UP 47'-6" @ MAX. 5%

SC4

52'-5"

COMMERCIAL A

14'-10 1/8"

G 01

75.00

RESIDENTIAL AMENITY

F.F. 74.00

W6-R

28'-0"

31'-0"

31'-3 3/8"

G 06

Date

26'-4" W4

A-4.1

F.F. 74.50

G 03

EXIT

23 F.F. 74.00

SC17

17'-3"

G 05

321 SF

C10-a

F.F. 75.00

RAMP UP 12'-6"@ MAX. 8%

TO. F.E.E. 75.00

8'-6" 0'-6"

G-07

F.F. 75.00

C10

BIKE RACK

EXIT G C

4'-0"

C10

TRASH RECYCLE ROOM

G 05

G 01

POSSIBLE HOOD SHAFT ABOVE(WHITIN AIR CHAMBER)

C10

F.F. 74.00

G 06

S10

SC18

1331 SF

8'-0"

1'-11"

1'-11" C10

POSSIBLE HOOD SHAFT ABOVE(WHITIN AIR CHAMBER)

G 01

SC18

PA W6-R

4'-0"

G 03

RESIDENTIAL AMENITY

SC4

G 01

SC19

SC17

G-03

EXPANSION C10-b JOINT

10'-10"

F.F. 75.00

G 01

4'-6"

POSSIBLE HOOD SHAFT ABOVE (WHITIN AIR CHAMBER)

G 01

S10

S6 S8 S9

W6-R

74.00

G 03

11'-1 1/4"

SC16

G 07

G 04

OPEN ADA SHOWER

15'-0"

21'-0"

W6-R

C10-c

ELE. 2 E2

27'-7"

W6-R

3'-0" WIDE TRUNCATED SURFACE

28'-0"

TO. F.E.E. 74.00

35'-2"

5'-0 3/4"

TO. F.E.E. 75.00

F.F. 74.00

---

ROLL-UP DOOR

LEVEL ABOVE

8'-6"

ADA Accessible

5'-0"

26'-4"

0'-6" RAMP UP 15'-0"@ MAX. 5%

F.F. 75.00

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

9'-0"

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

Section 9

74.50

8'-11 1/4"

75.00

4'-5"

F.F. 74.00

3'-0" WIDE TRUNCATED SURFACE

74.00

---

F.F. 75.00

G C

SC6

C10

0'-10"

---

ELEVATOR 1

LOW WALL 42" HIGH

106'-3 1/4"

5'-0" G 04

17'-6 1/2"

LOW WALL 42" HIGH

SHEER WALL PER STRUCTURE

LEVEL ABOVE

SC19 C8

9'-10"

1 9'-2ELEVATOR 1/8"

S6 S8 S9

10" CONC. WALL

LOW WALL 42" HIGH

6'-2" S1

ELE. 1

EXIT

G C

RAMP UP 20'-0" @ MAX. 5%

6'-11 7/8"

F.F. 77.67

F.F. 75.00

JT EXPANSION JOINT F.F. 77.67 1'-3"

EXIT G C1

5 GREASE INTERCEPTORS BELOW A-6.1

8'-6"

4'-8 1/2"

SC3

S3 S5

EXIT

5'-0"

C1 11'-2"

17'-3"

7'-6" 60

10'-6"

12'-3 1/2"

W6-a

4'-6"

L1 C1

STAIR 1

5'-8 1/8"

5'-5"

18'-0"

S.P.

10'-10 3/8"

24'-3"

S3 S5

75.00 EV

G C1

24'-4"

L1 13

UNIT 1B

L1 13

1'-0"

---

25'-1"

1'-6"

24'-0"

W6-a

113

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

5'-0"

75.50

8'-6"

24'-0"

A-5.2

W6-b

10" CONC. WALL

75.00

23'-6"

CORRIDOR-3

2W4

LADDERING PAD AREAS PER OCFA

5'-0"

0'-6"

L1 12

0'-6"

ADA Accessible

8'-6"

WAVE STYLE, FLOOR MOUNTED BIKE RACKS

L1 12

17'-0"

0'-6"

W6-a G 10

2014-51R

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

18'-0"

6" CMU WALL

UNIT 1B

DP NO.

8'-0" 26'-3"

112

F.F. 74.00

8'-6"

TRUCK LOADING 26'-0" x 18'-0" > 25'-0"X10'-0" REQUIRED

Van Accessible

26'-0"

423 SF

18'-0"

G-10

18'-0"

24'-0"

230'-11"

W6-a

18'-0"

BIKE PARKING (25 STALLS) 2W4

4'-5"

W4-P

A-4.0

121'-10"

24'-0"

A-5.2

1'-0" 0'-6" 5'-0" 35'-6"

W6-a

WALL SECTION 3

42" HIGH .6" WIDE CON. GUARD RAIL

8'-6"

L1 11

TO F.E.E. 74'-0"

P-3

UNIT 1B

L1 11

TWO 6" GUARD RAIL

TOTAL 210 PARKING STALLS

10" CONC. WALL

75.50

COURTYARD, SEE LANDSCAPE DWGS FOR MORE INFORMATION

111 DN

8'-6"

TO F.E.E. 75.00

Van Accessible

75.50

ADA Accessible

TO F.E.E. 81.13

SHEER WALL PER STRUCTURE

WALL PER LANDSCAPE

STAIR 2

2W4

@ MAX. 10%

RAMP UP 8'-0"

W6-b

F.F. 76.08

TO F.E.E. 76'-1" RAMP UP 25'-0" @ MAX. 8% C8

81.13

PROPERTY LINE

RAMP UP 19'-6" @ MAX. 10%

110 UNIT 0A

RAMP UP 84'-0" @ MAX. 5%

L1 10

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

DN DN

18'-0" 25'-10"

25'-4"

L1 10

2W4

---

75.50

F.F. 74.00

7 A-6.1

19'-6"

---

C10 DN

75.00

D-D

---

Section 22

EXIT

75.00

S3 S5

0'-6"

26'-6"

TYP. 3 STALLS @ 8'-6"

Section 22

‐ ‐ ‐ ‐ ‐

8'-6"

F.F. 77.67

W4-P

5'-0"

WALL SECTION 3

28'-0"

CORRIDOR-4

EXPANSION JOINT

STAIR 3

43'-3"

8'-6"

28'-6 3/8"

A-4.3

EXIT

G C2

D-D

TO F.E.E. 74'-0"

18'-0"

8" WALL 19'-6"

EXPANSION JOINT

RAMP DN 20'-0" @ MAX. 5%

28'-0"

0'-6"

W6-a

18'-0"

28'-0"

10" CONC. WALL

PER STRUC

4'-6"

8" WALL

RAMP DN 20'-0" @ MAX. 5%

8" WALL

10" CONC. WALL 24'-6"

L1 09

23'-5 5/8"

8" WALL

A-4.0

S3 S5

1 S.P.

42" HIGH RAILING

A-6.1 W4-P

74.00

L1 01

F.F. 77.67

CORRIDOR-6

4'-4" 18

UNIT 2A

L1 02

TRANSFORMER 20'-7"

EXIT

W4-P

11'-6 3/8"

35'-0"

8" WALL

PER STRUC

5'-0"

109

L1 C3

S.P.

L1 03

W6-a

3 A-6.2

F.F. 77.67

L1 09

W6-b

W6-a

24'-0"

L1 04

5'-0"

L1 08

G 11

75.50

77.67

RF DN

7'-5"

2W4

4'-7 1/2"

9'-7 1/2"

104

74.00 60

11'-0"

UP F.F. 74.17

2W4

G C4

977 SF

32'-6"

Section 8

G 11

31'-5 1/8"

Section 8

W6-c

77.67

11'-0"

4'-9" W6-c

2W4

GYM

31'-10"

L1 05

7'-0"

108

F.F. 76.17

15 24'-0"

SC2-a SC1-b

DS AD

SUB METER

L1 07

35'-0"

L1 02

2W4

74.17

25'-0" TO F.E.E. 74'-8"

L1 08

W6-a

W6-b

W6-a

W6-b

L1 06

W6-b

RAMP UP 29'-6" @ MAX 2%

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

W6-Ra

C10-b P

CM-a

74.67

---

17'-1 5/8"

R12

74.27

6'-0"

74.67

4'-7 3/4"

W6-b 3

W6-a

G 11

8'-5"

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

C-C

32'-6"

W6-a

RAMP UP 29'-6" @ MAX 2%

W6-a

RAMP UP 22'-11" @ MAX. 5%

W6-a

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

17'-0"

SC2-b

46'-7"

6" CURB PLUS RAILING ABOVE

74.67

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

SC1-a

SC2-a

A-4.2

23'-9"

R11

SC1-a

F.F. 75.50

R10

Date

8'-0" SET BACK

2'-0"

4'-0" 17'-0"

6'-0"

R8 74.59

75.50

46'-6 7/8"

74.89

C-C ---

309'-6"

Revision Description

37'-6"

4'-0"

FIRE HYDRANT

8'-0"

WHEELCHAIR RAMP

DRIVEWAY APPROACH PER CITY STANDARD PLAN #1112

8'-0" SET BACK

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

FIRE HYDRANT SHEET NUMBER:

A‐1.1

A-4.2

37'-6"

35'-0"

25'-3 3/8"

12'-0"

24'-0"

23'-2 5/8"

12'-0"

309'-6"

35'-0"

12'-0"

24'-0"

35'-0"

12'-0"

A-4.1

70'-0"

35'-0"

10'

11'

24'-0"

12'-0"

10'-8 1/2"

12'-3 1/2"

12'-0"

12'

35'-0"

12'-0"

25'-0"

35'-0"

12'-0"

13'-0"

C-C

24'-0"

W6-b

22'-8 1/2"

W6-a

W6-b

24'-0"

W6-b

C-C

L2 10

L2 08

---

W6-a

W6-c

W6-a

L2 04

A-6.2 4'-6"

W6-b

7 L2 06

2W4

W6-b

L2 03

W6-b

W6-a

2W4

32'-6"

W6-a

2W4

1'-7"

2W4

W6-b

W6-c

L2 01

Section 8

---

2W4

W4-S

210

209

208

UNIT 2C

UNIT 2A

UNIT 1B

207

206

205

204

203

202

UNIT 2A

UNIT 1B

UNIT 2A

UNIT 2B

UNIT 1B

UNIT 2A

201 2W4

UNIT 1D

2W4-2H

L2 07

L2 06

L2 05

L2 04

L2 03

602W4-F

L2 02

L2 01

STAIR 3

UP S3 S5

EXPANSION JOINT A-6.1

F.F. 91.67

0'-6"

8'-6"

0'-6"

18'-0"

TYP. 3 STALLS @ 8'-6"

TYP. 2 STALLS @ 8'-6"

SYMBOL

L2 C2

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.

6'-2"

P-2

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.

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)

24'-4"

0'-6"

0'-6" 17'-6"

TWO 6" GUARD RAIL

SHEER WALL PER STRUCTURE

8'-6"

6" CMU WALL

TWO 6" GUARD RAIL

10" CONC. WALL

18'-0"

P -

0'-6"

8'-5 7/8"

0'-6"

2 SPACE @ 8'-6" TYP.

121'-10"

18'-0"

CAST IRON ROOF DRAIN AND OVERFLOW (TYPICAL)

26'-4"

24'-4"

24'-6"

2HR LOADING BEARING SHAFT WALL

3'-0" WIDE TRUNCATED SURFACE

24'-6"

W4-P

28'-0"

179'-1"

28'-0"

19'-6"

28'-0"

45'-0"

0'-5"

6'-11 7/8"

6'-2"

2 A-6.1

56 S1

ELEVATOR 1 1'-3" JT ---

8'-6"

42" HIGH .6" WIDE CON. GUARD RAIL

L2 E2

ELEVATOR 1

---

ELEVATOR 2 ---

UNIT 2D 2W4

W6-b

F.F. 91.67

2 L2 26

F.F. 91.67

MW4-S

W4-P

EXPANSION JOINT

A-6.2

F.F. 91.67

W4-P

CORRIDOR-1

W4-P

STAIR 4

UP L2 21

L2 22

5'-9 1/2" MW4-S

L2 23

L2 24

L2 25

8 A-6.2

MW4-S F.F. 96.83

216

217

218

219

220

221

222

223

224

225

UNIT 2B

UNIT 1A

UNIT 1C

UNIT 2A

UNIT 1A

UNIT 2A

2W4

A-5.1

W6-c

W6-b

W6-c

L2 23

---

W6-a

A-A A-5.1

W6-a

W6-b

W6-a

W6-b

23'-2"

10'-8 1/2"

23'-2"

12'-3 1/2"

12'-0"

35'-0"

13'-0"

25'-0"

PROJECT NAME:

---

24'-0" DS

12'-0"

5th & Harbor

25'-0"

24'-0" Section 9

12'-0"

13'-0" B-B 25'-0"

W6-b

DS AD

2'-0 1/2"

24'-0"

R W6-b

E-E

1/4" / 12"

W6-b P

13'-0"

12'-0" ---

24'-0" 12'-0"

25'-0"

A-5.1

25'-0"

14'-11"

W6-b

1/4" / 12"

1/2 "/1 2"

W6-a

L2 25

W6-c

W6-b

L2 21

W6-a

E-E L2 20

38 W6-a

W6-a S

L2 19

L2 22

W6-c R

L2 16

5'-0"

SB W6-c

L2 18

15'-0 7/8"

2W4

B-B

2W4 34

11'-1 1/4" W6-Rc

2W4

L2 17

W6-Rc

2W4

W6-c 25'-0"

S3 S5

10'-0"

L2 24

32'-6"

27'-6"

SD'

S.P.

L2 TRASH

6'-6 7/8"

L2 20

L2 19

33 60

L2 18

L2 17

CORRIDOR-2

S10

MW4-S

W4-P

L2 27

5'-0"

W4-P

W6-Rc

17'-3"

Date

---

L2 C4

A-4.1

Date

EXIT

AIR CHAMBER

10'-0"

UNIT 2D

W6-b

227

LOBBY-1

L2 16

226

--32'-6"

Section 9

3'-8 1/2"

P1 -

2W4

W6-b

A-4.3

W6-c

ELE. 2 S6 S8 S9

W6-c

5'-5"

42" HIGH .6" WIDE CON. GUARD RAIL

ELEVATOR 2

9'-10"

W6-c

42" HIGH .6" WIDE CON. GUARD RAIL

10" CONC. WALL

7'-5"

L2 27

5'-0"

9'-2 1/8"

ELE. 1 S6 S8 S9

L2 26

42" HIGH .6" WIDE CON. GUARD RAIL

5'-0" 0'-8"

10'-8 1/2"

1'-0"

W6-a

8'-6"

L2 15

EXIT

10" CONC. WALL

36'-0" 25'-0"

12'-0"

24'-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"

LEVEL 2

A-A A-5.1

SHEET TITLE:

WALL TYPE 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

1/8" = 1'-0"

SYMBOL

02/26/18

EXIT L2 C1

5 A-6.1

L2 C1

S3 S5

W6-a

Revision Description

W6-a

17'-3"

W6-a

7'-11 7/8"

6'-10"

UNIT 2B

18'-3"

7'-6"

EXPANSION JOINT

P4 9'-0"

5'-3"

215

STAIR 1 UP S.P.

W6-b

19'-0"

S3 S5

29'-6"

L2 C1

4'-7"

W6-c

5'-0" 4

W6-a

44'-8 1/8"

0'-11 1/4"

L2 15

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

12 89'-8 1/8"

W6-a

2H SHAFT WALL

5'-0"

2W4

18" FOUNDATION WALL

AREA DRAIN

TO F.E.E. 91.00

2014-51R

8" CONCRETE WALL

C10

RAMP @ FIRST& SECOND. FLR.

DP NO.

CMU SEPERATION WALL

10" CONC. WALL

ADA Accessible

W6-b

2HR DOUBLE 2x4 PLUMBING WALL

DOWN SPOUT 91.67

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

H/C PATH OF TRAVEL

10" STRUCTURAL CONCRETE WALL

19'-6"

3 SPACE @ 8'-6" TYP.

2HR DOUBLE 2x4 WOOD STUD SEP.WALL

27 L2 14

8'-6 1/8"

DIRECTIONAL EXIT SIGN

RD/AD

8'-6"

28 L2 14

0'-6"0'-6"

28'-0"

8" CONC. WALL

CORRIDOR-3

24'-0"

A-5.2

12'-0"

8'-6 1/8"

12'-0"

A-4.0

2x6 WOOD STUD PLUMBING WALL

ROOF AREA DRAIN

FLAT @ TYP. LEVEL.

A-5.2

12'-3 1/2"

8'-5 7/8"

86.50

S WALL SECTION 3

35'-0"

8'-6"

F.F. 91.67

25'-4"

24'-0"

0'-6"

35'-0"

8'-6"

STL. PIPE BOLLARD .SEE DETAIL

86.50

UNIT 1B

2HR 2x6 WOOD STUD WALL

SP.H SPRINKLER HEAD

---

214

CLASS "I" STAND PIPE (PER 905.3.1)

S.P

---

DOUBLE 2x4 WOOD STUD SEPERATION WALL 6" CMU WALL

2x6 WOOD STUD WALL

5'-0"

W6-a

2x4 WOOD STUD WALL

KEYNOTE

@ MAX. 10%

RAMP DN 8'-0"

2W4

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

35'-0"

23'-0"

W6-a

SYMBOL

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

17'-6"

10" CONC. WALL

0'-6"

35'-0"

W4-P

W6-a

WALL SECTION 3

42" HIGH .6" WIDE CON. GUARD RAIL

LEVEL TWO: 59 PARKING STALLS (1 HANDICAP)

L2 13

10'-0"

P-3

UNIT 1B

@ MAX. 10%

213

@ MAX. 20%

12'-0"

8" CONC. WALL

RAMP UP 8'-0"

27'-6"

24'-0"

18'-0"

F.F. 91.67

96.83

W6-b

24'-0"

18'-0"

CORRIDOR-5

---

RAMP DN 19'-0"

28'-6"

6'-10 3/8"

16'-6"

UNIT 0A

2W4

TO F.E.E.96.15

F.F. 91.67

L2 12

212

W6-b S

---

17'-0"

---

18'-0"

D-D

L2 12

D-D

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

8'-6" 2 STALLS @8'-6" TYP. 8'-6"

P-1

EXIT

96.83

W4-P

---

KEYNOTE

57 43'-3"

2W4

0'-6"

26'-6"

8'-6"

Section 22

W6-Rc

0'-6"

8'-6"

EXIT

S1 L2 C2

8'-6"

42" HIGH RAILING

W6-c

S3 S5

W6-a 0'-6"

11 A-6.1

3'-0" WIDE TRUNCATED SURFACE

10" CONC. WALL

24'-6"

L2 11

23'-6"

A-4.3

STAIR 2

10" CONC. WALL

UNIT 2A

Section 22 W6 ---

8" WALL

18'-0"

16'-11"

8" WALL C8

8" WALL

10" CONC. WALL

18'-0"

211

8" WALL

18'-0"

8" WALL

18'-0"

PER STRUC

18'-0"

4'-4"

W4-P

A-4.0

W4-P

CORRIDOR-4

S.P.

W6-c

W4-P

L2 C3

W4-P

L2 11

35'-0"

F.F. 91.67

EXIT

W6 2W4

11'-6 7/8"

W6-b

5 A-6.2

‐ ‐ ‐ ‐ ‐

L2 08

S.P.

L2 09

1'-6"

16'-5 1/8"

S3 S5

L2 10

226'-11"

20'-0"

W6-a

2W4

11'-11 1/2"

A-4.2

2W4

25'-0 7/8"

W6-a

S W6-b

W6-b

L2 02

24'-0"

L2 05

L2 09

W6-c

L2 07

W6-c

16'-6"

2'-0"

W6-a

---

W6-c

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" 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

DROP THE DOWN SPOUT DRAIN TO THE FILTRATION PLANTER.

PLANTER

FIRE ALARM ANNUNCIATOR

PROVIDE 6" WIDE COPPER DRAIN IN PARAPET WALL

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'-4 5/8" 5 5/8" 5" 8" 10" 1'-0" 11 1/2" 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-Rb 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 STAIRCASE SEPE. WALL WITH FINISHING-WS

LOCATION Exterior Interior Exterior Exterior Exterior Interior Interior Interior Exterior Exterior Exterior Interior Exterior 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" 9"

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

LEVEL 2 PLAN

As indicated OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐1.2

A-4.2

37'-6"

35'-0"

25'-3 3/8"

12'-0" P

W6-a

---

35'-0"

12'-0"

W6-a

35'-0" R

24'-0"

A-4.1

24'-0" 12'-0"

12'-0"

35'-0" R

P 24'-0"

W6-b

10'

70'-0"

W6-b

7' 309'-6"

24'-0"

12'-0"

10'-8 1/2"

12'-3 1/2"

12'-0"

22'-8 1/2"

25'-0"

35'-0"

24'-0" 24'-0"

W6-b

12'

35'-0"

12'-0"

W6-b

11'

12'-0"

W6-a

12'-0"

W6-b

13'-0" P

24'-0"

W6-b

A-6.2

2'-0"

W6-c

24'-0"

23'-2 5/8"

C-C

L3 10

L3 08

L3 06

W6-a

S W6-b

W6-b

W6-a

W6-c

W6-a

L3 02

2W4

L3 03

2W4

L3 01

W6-a

2W4 2W4

S S

L3 R1 30 L3 R1 29

---

UNIT 2A

L3 R1 25

L3 R1 26

L3 R2 11

L3 R2 13

307

L3 R1 23

L3 R1 28

UNIT 1B

L3 R2 12

L3 R1 20

L3 R4 7 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 R2 7

L3 R2 9

306

UNIT 2A

L3 R1 19 L3 R4 8

L3 R1 27

L3 R1 31

304

L3 R2 8

L3 R1 14

L3 R4 5

UNIT 1B

L3 R2 6

L3 R1 10

L3 R4 4

L3 R1 15

L3 R1 18

UNIT 2B

L3 R1 9

302

L3 R1 7

L3 R1 12

L3 R2 4

L3 R1 4

L3 R4 2

L3 R3 9

L3 10

UNIT 1D

L3 09

L3 08

L3 07

L3 06

L3 05

L3 04

L3 03

9'-0" S3 S5

L3 R1 6

L3 R1 2

L3 R4 1

L3 R1 5

L3 R1 8

2W4-2H

301

UNIT 2A

L3 R1 3 L3 R4 3

L3 R1 11

L3 R1 16

L3 R2 3

L3 R2 5

303

L3 R1 32

L3 02

2W4-F

L3 01

6 A-6.2

1% L3 R1 34

10" CONC. WALL

8'-6"

0'-6" 0'-6"

8'-6"

5'-0" -

1% 8'-6"

35'-0"

179'-1" 24'-6"

28'-0"

RAMP @ FIRST & SECOND. FLR.

28'-0"

19'-6"

28'-0"

L3 R1 44

L3 C1

5'-5 1/8"

10'-0 1/8"

61 L3 C3

13'-10 3/8"

11'-6 3/8"

6'-3 3/4"

11'-8 5/8"

EXIT

26'-4"

CORRIDOR-5 L3 E2

42" HIGH .6" WIDE CON. GUARD RAIL

---

2W4

S6 S8 S9

W4-S

UNIT 2D

---

PA 4

W6-b

326 ELEVATOR 2

L3 R2 36

L3 R1 75

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 L3 26

L3 R1 80 L3 R1 81 L3 R4 26 L3 27

W6-Rc 2

A-6.2

EXPANSION JOINT

CORRIDOR-2

F.F. 102.00

CORRIDOR-1

F.F. 102.00

EXIT

F.F. 102.00

W6-R

5'-0"

W6-R

5'-0"

F.F. 101.95

5'-0"

A W6-c

S10

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 R2 23

L3 R2 24

318

319

UNIT 1A

MW4-S

L3 R2 25

320

321

UNIT 1C

L3 R2 26

2W4

L3 R1 62 L3 R1 61

L3 R1 60

L3 R2 27

322

323

UNIT 2A

UNIT 1A

L3 R2 28

L3 R1 68 L3 R1 67

L3 R1 66

L3 R2 30

L3 R1 72

324

L3 R2 31

F.F. 107.17

L3 R1 70

10'-0"

325

W6-Rc L3 R2 33

UNIT 2A

2W4

A-5.1

W6-c S

W6-a

W6-b

L3 25

W6-b

W6-c

R 24'-0"

W6-b

O 1'-6"

23'-2"

10'-8 1/2"

23'-2"

W6-b P

12'-3 1/2"

12'-0"

35'-0"

W6-a

24'-0"

W6-b

W6-a

26'-0"

25'-0"

12'-0"

25'-0"

24'-0"

W6-a

P 26'-0"

25'-0"

12'-0"

W6-a

12'-0"

25'-0"

B-B

25'-0"

Section 9 ---

W6-a

24'-0"

12'-0"

35'-0"

420"

W6-b

36'-0"

324'-3 1/4"

W6-b

24'-0"

12'-0"

W6-b

36'-0"

12'-0"

25'-0"

E-E

L3 24

W6-c

L3 23

---

W6-b

L3 22

W6-a

L3 21

W6-a

W6-a S

E-E L3 20

7'-0"

W6-c

L3 16

7'-0"

W6-c

L3 19

9 A-6.2

2W4

B-B

L3 18

2W4

L3 R4 24 L3 R1 71

L3 R2 34

L3 R2 32

2W4

L3 17

S3 S5

2W4-2H

A-A A-5.1

STAIR 4

L3 R1 73

L3 R4 23

L3 R1 64

L3 R1 69 L3 R4 22

L3 R2 29

48 60

L3 R1 65

L3 R4 21

L3 25

L3 R1 63

L3 R1 58

45 60

L3 R1 59 L3 R4 20

L3 R1 56

L3 24

SD'

S.P.

20'-4 5/8"

MW4-S

L3 R4 19

L3 R1 54

2W4

W6-c

L3 R1 57 L3 R4 18

L3 R1 52

L3 23

17'-9 3/8"

A-4.1

L3 R1 46

27'-6"

L3 R1 47

L3 22

27'-6"

L3 R1 49

L3 21

L3 20

L3 19

L3 18

W6-b

L3 17

L3 16

Date

W6-c

W6-a

W6-c

12'-0"

R 13'-10 1/2"

35'-0"

9'-1 1/2"

11'-1 1/4"

35'-0"

PROJECT NAME:

11'-1 1/4"

5th & Harbor

---

A-5.1

1 SYMBOL

LEVEL 3

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

A-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

S-3

Section 9

ELE. 2

ELEVATOR 1

L3 27

W6-a

02/26/18

42" HIGH .6" WIDE CON. GUARD RAIL

ELEVATOR 2

W6-a

Revision Description

42" HIGH .6" WIDE CON. GUARD RAIL

10" CONC. WALL

LOBBY-1

10'-0"

11'-6"

17'-6"

42" HIGH .6" WIDE CON. GUARD RAIL

--32'-6"

6'-1 3/4"

13'-7 3/4"

Date

8'-6"

S6 S8 S9

3 A-6.1

5'-2"

10'-8 1/2"

6'-2"

---

W6-c

11'-8"

L3 26

C8 9'-10"

17'-7 7/8"

5'-0"

10'-0 5/8"

10" CONC. WALL

L3 R3 12

10'-0"

ELEVATOR 9'-2 1 1/8" 1'-3"

L3 R4 14

17'-6"

A-6.1

57 6'-11 7/8"

EXIT

L3 R1 45

13'-10 3/8" W6-b

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

28'-10"

EXPANSION JOINT

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

7'-6"

F.F. 102.00

L3 C1

L3 15 L3 R1 42

W6-a

W6-c

S3 S5

W6-a

6'-10"

UNIT 2B 30

12'-3 1/2"

35'-0"

315

2HR LOADING BEARING SHAFT WALL

5'-0"

STAIR 1

2H SHAFT WALL

90'-0"

0'-5"

5'-3"

18'-3"

19'-0"

S3 S5

S.P.

L3 C1

4 60

W6-a

CAST IRON ROOF DRAIN AND OVERFLOW (TYPICAL)

5'-7 3/4"

9'-0"

L3 R1 43

18" FOUNDATION WALL

56 S1

L3 15

2014-51R

8" CONCRETE WALL

45'-0"

4'-7"

0'-8 1/4"

DP NO.

CMU SEPERATION WALL

3'-0" WIDE 22'-8" TRUNCATED SURFACE

EXIT

W6-a

8'-6"

FLAT @ TYP. LEVEL.

L3 R2 21

2HR DOUBLE 2x4 PLUMBING WALL

AREA DRAIN

5'-0"

2W4

ADA Accessible

W6-b

L3 C2

8'-6"

H/C PATH OF TRAVEL

10" STRUCTURAL CONCRETE WALL

C10

A-5.2

2HR DOUBLE 2x4 WOOD STUD SEP.WALL

RD/AD

10" CONC. WALL

1'-4" 26'-4"

A-4.0

DIRECTIONAL EXIT SIGN

DOWN SPOUT

24'-6"

A-5.2

26'-6"

CORRIDOR-3

WALL SECTION 3

2x6 WOOD STUD PLUMBING WALL

ROOF AREA DRAIN

0'-6"

L3 14

WALL SECTION 3

5'-0"

2HR 2x6 WOOD STUD WALL

SP.H SPRINKLER HEAD

8'-6"

F.F. 102.00

27'-6"

---

17'-6"

18'-6"

18'-0"

8'-6"

TYP. 3 STALLS @ 8'-6"

UNIT 1B

CLASS "I" STAND PIPE (PER 905.3.1)

S.P

6'-0"

8'-6"

314

2x6 WOOD STUD WALL

DOUBLE 2x4 WOOD STUD SEPERATION WALL

2'-0" 0'-6"

2x4 WOOD STUD WALL

KEYNOTE

STL. PIPE BOLLARD .SEE DETAIL

102.00 28

18'-0"

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

SYMBOL

23'-6"

---

L3 R1 41

P-4

26'-4"

L3 R1 40

W6-a

17'-3"

W6-a

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.

L3 R4 13

P-3

42" HIGH .6" WIDE CON. GUARD RAIL

35'-0" 121'-10"

18'-0"

0'-6"

L3 R2 20

0'-6"

LEVEL THREE: 55 PARKING STALLS (1 HANDICAP)

18'-6"

18'-0"

8'-6"

10" CONC. WALL

6" CMU WALL

@ MAX. 10%

RAMP DW 8'-0"

2W4

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

SHEER WALL PER STRUCTURE

6" CMU WALL

17'-6"

24'-0"

8'-6"

0'-6"

P-3

18'-0"

210'-0"

W6-a

P-2

8'-6"

10" CONC. WALL

24'-0"

8'-6"

TWO 6" GUARD RAIL

RAMP DW 19'-0"

L3 R1 39

L3 R4 12

L3 R2 19

12'-0"

8'-6"

L3 13

L3 R1 38

W6-a

12'-0"

8'-6"

UNIT 1B

18'-0"

0'-6"

8'-6"

18'-0"

17'-6"

313 26

8'-6"

@ MAX. 10%

12'-0"

P-1

TO F.E.E. 106.5

TWO 6" GUARD RAIL

@ MAX. 20%

28'-6"

28'-6 3/8"

RAMP UP 8'-0"

8" CONC. WALL

24'-0"

8'-6"

107.17

W4-P

24'-0"

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

L3 R3 11

W6-b

L3 C2

5'-0"

8'-6" 1%

KEYNOTE

F.F. 102.00

---

102.00

L3 R1 37

L3 R4 11

2W4

SYMBOL

TYP. 2 STALLS @ 8'-6"

1% 1%

L3 12

UNIT 0A

5'-0"

9 A-6.1

EXIT

312

W6-b S 16'-6"

17'-0"

0'-6"

18'-0"

23'-10"

---

‐ ‐ ‐ ‐ ‐

8'-6"

L3 12

D-D

---

8'-6"

44'-11 1/4"

L3 R4 10

24'-6"

STAIR 2 C8 L3 C2

107.17

L3 R1 36

16'-11"

3'-0" WIDE TRUNCATED SURFACE

D-D

10" CONC. WALL

18'-0"

L3 11

23'-6"

L3 R1 33

A-4.0

W6-Rc

L3 R2 17

Section 22

42" HIGH RAILING

S3 S5

W6-a

2W4

5'-0"

UNIT 2A

2 A-4.3 W6-c

18'-0"

311

16'-11"

1% 60

35'-0"

8" wall

8" WALL

STAIR 3

8" WALL

W6-a P

8" WALL

18'-0"

Section 22

CORRIDOR-4

---

8" WALL

EXPANSION JOINT 4

18'-0"

L3 11

A-6.1

W4-P

S.P.

L3 R1 35

2'-0"

L3 R2 18

F.F. 102.00

EXIT

0'-11 1/4"

0'-8 1/4"

11'-6 7/8"

2W4 S

5'-0"

F.F. 102.00

W6-b

S3 S5

19'-9 3/8"

L3 R2 1

L3 R1 1

UNIT 1B

L3 R2 15

2W4

308

L3 R4 9

16'-5 1/8"

---

309

UNIT 2C

L3 R3 10

Section 8

14'-1 3/4"

W6-a

L3 R2 14

310

Section 8

14'-8 1/4"

32'-6"

L3 R2 16

2W4

W6-a

L3 C4

A-4.2

S.P.

16'-6"

---

2W4

W6-b

L3 05

W6-b

L3 09

W6-a

W6-c

L3 07

W6-c

W6-b

W6-c

L3 04

S 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" 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

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

DROP THE DOWN SPOUT DRAIN TO THE FILTRATION PLANTER.

PLANTER

FIRE ALARM ANNUNCIATOR

PROVIDE 6" WIDE COPPER DRAIN IN PARAPET WALL

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

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'-4 5/8" 5 5/8" 5" 8" 10" 1'-0" 11 1/2" 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-Rb W6-Rc

LOCATION Exterior Interior Exterior Exterior Exterior Interior Interior Interior Exterior Exterior Exterior Interior Exterior 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" 9"

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

LEVEL 3 PLAN

As indicated OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐1.3

9'-10 7/8"

10'-2 7/8"

W6-a

35'-0"

6'-3 1/8"

7'-11 1/8"

5'-10 3/4"

24'-0"

5'-7 7/8"

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

W6-a

13'-4 1/4"

10'-7 1/8"

C-C

L4 10

L4 08

9'-2 1/2"

4'-1 5/8"

9'-8 3/8"

11'-10 1/2"

W6-b

1'-0" L4 06

8'-11 1/2"

2W4

10'-7 3/4"

W6-b

W6-a

11'-11 1/4"

W6-a

Section 8

---

410

409

408

UNIT 2C

UNIT 2A

UNIT 1B

407 UNIT 2A W4

12'-0"

13'-4"

W6-a

10'-9 7/8"

13'-0"

5'-8"

6'-5 1/2"

8'-4 1/4"

24'-0"

W6-a

W6-a L4 03

12 7'-0"

9'-9 5/8"

12'

25'-0"

12'-0"

A-6.2

W6-b

W6-a

2W4

4'-8 7/8"

L4 01

Section 8

6'-0"

7'-5"

W6-c

W6-a

2W4

W6-a

5'-10 1/4"

W6-b

W6-a

35'-0"

24'-0"

W6-b

11'

35'-0"

12'-0"

10'-7 3/8"

10'

24'-0"

12'-0"

3'-6 7/8"

32'-6"

12'-3 1/2"

22'-8 1/2"

W6-b

2W4

A-4.2

5'-7 7/8"

10'-8 1/2"

406

405

404

403

UNIT 1B

UNIT 2A

UNIT 2B

UNIT 1B

402

401

UNIT 2A

UNIT 1D

2W4-2H

16'-5 1/8"

S3 S5

L4 10

L4 09

L4 08

L4 07

L4 06

L4 05

L4 04

L4 03

P 60

16'-6"

1'-0"

2W4

W6-c

2W4

4'-4"

---

W6-a

W6-b

6'-4 5/8"

12'-0"

W6-c

L4 07

W6-b

7'-5 1/4"

1'-6"

7'-0"

17 L4 09

5'-10 3/4"

24'-0"

S W6-cS

35'-0"

12'-0"

W6-a 4'-1 3/4"

2'-0"

W6-c

13'-4"

W6-a

--12'-0"

12'-0"

70'-0"

7'-8 3/8"

12'-0"

A-4.1

L4 02

11'-1 3/4"

23'-2 5/8"

C-C 5'-6 7/8"

309'-6"

24'-0"

2'-0"

12'-0"

35'-0"

6'-9"

24'-0"

L4 04

18'-6 1/2"

35'-0"

37'-6"

L4 05

A-4.2

L4 02

2W4-F L4 01

11 A-6.2

2 DN

8'-6"

0'-6" 18'-0"

26'-4"

8'-6"

CORRIDOR-5

121'-10"

35'-0"

8'-6"

SYMBOL

2HR DOUBLE 2x4 WOOD STUD SEP.WALL

H/C PATH OF TRAVEL

2HR DOUBLE 2x4 PLUMBING WALL

18" FOUNDATION WALL

2H SHAFT WALL 2HR LOADING BEARING SHAFT WALL

AREA DRAIN

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

8'-6"

---

A-4.3

--32'-6"

Section 9 ---

W6-c W6-c

2W4

427 UNIT 2D

AIR CHAMBER

C8 CM

F.F. 112.33

L4 27

W6-Rc

L4 26

A-6.2

EXPANSION JOINT

CORRIDOR-2

CORRIDOR-1

W4-P

F.F. 112.33

5'-0"

W6-c

F.F. 112.33

5'-0"

F.F. 112.33

W6-R

5'-0"

W4-P

STAIR 4 C4

L4 22

L4 23

L4 24

L4 25

20'-4 5/8"

L4 21

5'-9 1/2" MW4-S

M4 60

MW4-S

6'-6 7/8"

37 60

L4 19

MW4-S L4 20 39 60

L4 18

33 60

W6-b

L4 17

L4 16

SD'

S.P.

S10

Date

UNIT 2D

---

LOBBY-1 CM

10'-0"

W6-a

2W4

ELEVATOR 2 S6 S8 S9

11'-8 5/8"

W6-c

10'-0"

---

W6-b

W6-a

L4 27

W6-b

426

ELE. 2

ELEVATOR 2

17'-3"

0'-0"

8'-6"

W6-c 52

6'-3 3/4"

8'-6"

11'-6 3/8"

5'-0"

8'-6"

L4 E2

10'-0 1/8"

W6-a L4 26

5'-0"

5'-5 1/8"

13'-10 3/8"

23'-6"

8'-6"

11'-6"

CM C8 9'-10"

6'-1 3/4"

17'-6"

6'-0"

5'-0"

W6-c

11'-8"

13'-7 3/4"

8'-6"

42" HIGH .6" WIDE CON. GUARD RAIL

4 A-6.1

ELEVATOR 1

---

10'-0 5/8"

13'-7 3/4"

5'-0"

42" HIGH .6" WIDE CON. 8'-6" 8'-6" GUARD RAIL

8'-6"

3'-0" WIDE TRUNCATED SURFACE

45'-0"

17'-6"

ELE. 1 S6 S8 S9

42" HIGH .6" WIDE CON. GUARD RAIL

6'-2"

8'-6"

S7 1 9'-2 ELEVATOR 1/8"

1'-3" 60

ADA Accessible

1% A-6.1

L4 15

W6-a

17'-7 7/8"

6'-11 7/8"

EXIT

5'-7 3/4"

18'-0"

L4 C1

S3 S5

7'-6"

C1 6'-10"

UNIT 2B

45'-0"

W6-a

90'-0"

STAIR 1

S1 5'-3"

EXPANSION JOINT

415

19'-0"

S.P.

L4 C1

23'-1"

13'-10 3/8"

56 S1

W6-a

28'-0"

P1 L4 C1

19'-6"

25'-7" 4'-7"

0'-8 1/4"

28'-0"

0'-11 1/4"

28'-0"

8'-6"

28'-0"

24'-6"

9'-0"

W6-a

26'-4"

1% RAMP @ FIRST& SECOND FLR. ONLY

S.P.

10" STRUCTURAL CONCRETE WALL

CAST IRON ROOF DRAIN AND OVERFLOW (TYPICAL)

1% 1%

2014-51R

8" CONCRETE WALL

RD/AD

DOWN SPOUT

DP NO.

CMU SEPERATION WALL

ROOF AREA DRAIN

17'-0"

1% 0'-11 1/4"

12'-0"

DIRECTIONAL EXIT SIGN

Revision Description

8'-6"

STL. PIPE BOLLARD .SEE DETAIL

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

Date

25 60

CORRIDOR-3

24'-0"

5'-4 3/4"

EXIT

10'-8 1/2"

2x6 WOOD STUD PLUMBING WALL

SP.H SPRINKLER HEAD

---

FLAT @ TYP. LEVEL.

2HR 2x6 WOOD STUD WALL

28'-10"

34'-0"

UNIT 1B

W6-c

L4 15

CLASS "I" STAND PIPE (PER 905.3.1)

S.P

PC 112.33

27'-6"

2x6 WOOD STUD WALL

8'-6"

18'-0"

8'-6"

L4 13

26 L4 13

1'-0" 12'-0"

414

2x4 WOOD STUD WALL

KEYNOTE

L4 C4

8'-6"

1% AD

W6-a

12'-3 1/2"

---

2W4

35'-0"

EXIT

W6-a

42" HIGH .6" WIDE CON. GUARD RAIL

29'-6"

2'-0"

A-5.2

DOUBLE 2x4 WOOD STUD SEPERATION WALL

@ MAX. 10%

5'-0"

24'-0"

RAMP DN 8'-0"

2W4

A-4.0

P-4

24'-0"

W6-a

P-3

8'-6" 1%

@ MAX. 20%

RAMP DN 19'-0"

L4 14

210'-0"

6" CMU WALL

A-5.2

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.

8'-6"

L4 14

TWO 6" GUARD RAIL

24'-7"

10'-0"

8'-6"

LEVEL FOUR: LEVEL 44 4: 44 PARKING STALLS PARKING (1 HANDICAP) STALLS

24'-7"

8'-6"

TWO 6" GUARD RAIL 6" CMU WALL

W6-a

WALL SECTION 3

P-3

1% 8'-6"

25'-4"

107.17

12'-0"

24'-0"

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

UNIT 1B

2'-0"

413

WALL SECTION 3

P-2

5'-0"

8" CONC. WALL

8'-6"

---

W6-c

L4 C2

8'-6"

1% 5'-0"

L4 12

28'-6"

2W4

27'-6"

7'-2" 8'-6"

3'-6"

34'-0"

5'-10 1/4"

W6-c

P-1

3'-6"

UNIT 0A

TO F.E.E. 106.5

@ MAX. 10%

L4 12

17'-0"

16'-6"

17'-0"

412

RAMP DN 8'-0"

KEYNOTE

18'-0"

3'-0" WIDE TRUNCATED SURFACE

SYMBOL

107.17

32'-6"

EXIT

2W4 P

16'-11" L4 C2

---

STAIR 2

EXIT

8'-6"

S3 S5

8'-6"

10 A-6.1

23'-6"

42" HIGH RAILING

02/26/18

8'-6"

W6-Rc

C8 1%

8'-6"

---

L4 C2

23 1/8"

L4 11

W6-a

A-4.3

S2 S3 S5

42" HIGH .6" WIDE CON. GUARD RAIL

8'-6"

CM 18'-0"

10" CONC. WALL

UNIT 2A

18'-0"

8" WALL 1%

18'-0"

411

Section 22

‐ ‐ ‐ ‐ ‐

8" wall

8" WALL

24'-6"

---

8" WALL

D-D

Section 22

CORRIDOR-4

---

8" WALL

4'-4"

S.P.

D-D

W6-c

A-4.0

EXPANSION JOINT

A-6.1

L4 C3

F.F. 112.33 W6

L4 11

35'-0"

F.F. 112.33

2W4

11'-6 7/8"

F.F. 112.33

EXIT

W6-c

STAIR 3

MW4-S

10 A-6.2

416

417

418

419

420

421

422

423

424

UNIT 2B

UNIT 1A

UNIT 1C

UNIT 2A

UNIT 1A

UNIT 2A

2W4

UNIT 2A

2W4

4'-9 1/8"

2W4

2'-3 1/8"

2W4

19'-9 3/8"

2W4

A-A A-5.1

W6-Rc

2W4

W6-c 2'-2 7/8"

425

E-E

W6-b S

0'-6 1/4"

W6-c S

W6-a

W6-c S

L4 23

---

L4 25

W6-c

W6-a

W6-a A-5.1

W6-b

L4 21

L4 20

B-B

L4 24

W6-a W6-a

L4 19

7'-0"

W6-c

L4 16

7'-0"

SB W6-c

L4 18

L4 22

L4 17

19'-11"

W6-b 1'-6"

23'-2"

10'-8 1/2"

12'-3 1/2"

24'-0" 12'-0"

A-A 12'-0"

W6-b

A-5.1

W6-b P

W6-a

24'-0"

W6-b

W6-a

26'-0"

12'-0"

24'-0"

W6-a

P 26'-0"

12'-0"

W6-a

12'-0"

W6-a

W6-b

24'-0" P

W6-b P

36'-0"

12'-0"

24'-0"

W6-b

R W6-b P

36'-0"

12'-0"

2W4

10'-0" 32'-6"

27'-6"

A-4.1

27'-6"

S3 S5

10'-0 1/2"

8'-11 1/2"

PROJECT NAME:

23'-2"

35'-0"

25'-0"

B-B

25'-0"

35'-0"

324'-3 1/4"

A-5.1

25'-0"

E-E

35'-0"

11'-1 1/4"

5th & Harbor

---

Section 9 ---

421 N HARBOR BLVD. SANTA ANA CA 92703

1/8" = 1'-0"

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-3

PROJECT ADDRESS:

LEVEL 4 WALL TYPE

S-2

SYMBOL

S-4

S-5 S-6

KEYNOTE

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

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

DROP THE DOWN SPOUT DRAIN TO THE FILTRATION PLANTER.

PLANTER

FIRE ALARM ANNUNCIATOR

PROVIDE 6" WIDE COPPER DRAIN IN PARAPET WALL

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

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'-4 5/8" 5 5/8" 5" 8" 10" 1'-0" 11 1/2" 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-Rb W6-Rc

LOCATION Exterior Interior Exterior Exterior Exterior Interior Interior Interior Exterior Exterior Exterior Interior Exterior 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" 9"

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

LEVEL 4 PLAN

As indicated OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐1.4

PLANTER

RD/AD

2" "/1 1 /4

1/4" / 12"

RD/AD

"/1 1 /4

1/4" / 12"

RD/AD

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

RD/AD

1/4" / 12"

1/ 4" /

12 "

" 12

" / 12

"/ 1/4

/ 12"

1/4

1/4" / 12"

RD/AD

3/8"

" / 12 1/4"

1/4" / 12"

1/4" / 12" 3/8" / 12"

/ 12 "

3/8" / 12"

1/4"

7/8" / 12"

3/4" / 12"

3/8"

12 "

1/8" / 12"

RD/AD

3/ 8" /

" 1 5/8" / 12

1 1/8" / 12"

3/8" /

1/2" / 12"

RD/AD 12

PLANTER

3/4" / 12"

1/8" / 12"

4" /

PLANTER

MAX 8'-0" SETBACK

PLANTER DS

12"

8'-0" SETBACK

PLANTER

1/ 4" /

12 "

1/4" / 12"

20'-7 1/8"

1/8" / 12"

1/4" / 12"

1/8" / 12"

RD/AD

12 " 3/8 "/

3/8" / 12"

3/8 "/

12 "

1/ 4" /

12 "

1'-0"

1/ 4" /

12 "

1/4" / 12"

" 1 /4

" / 12

PLANTER

3/8" / 12"

1/8" / 12"

ROOFING MATERIAL TPO ROOFING . SEE SHEET A-9.4 FOR INSTALLATION DETAILS

EXIT 3/8" / 12"

1/8" / 12"

TO F.E.E. 106.5 1/4 "/

1/8" / 12"

8'-0" SETBACK

@ MAX. 10%

NOTES: 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)

@ MAX. 20%

RAMP DN 19'-0"

1'-0"

RAMP DN 8'-0"

PLANTER

" 12

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

3. BRASS, COPPER OR STAINLESS STEEL NAILS MUST BE USED FOR THE INSTALLATION OF ROOF TILES.

PLANTER

MAX 8'-0" SETBACK

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

12 "

RD/AD

3/8 "/1

@ MAX. 10%

DP NO.

2014-51R

6. ALL ROOF RUNOFF TO DRAIN TO PLANTERS.

EXIT

1" / 12"

" / 12

3/8" / 12"

1/8" / 12"

3/8" / 12"

Revision Description

3/8" / 12"

3/8"

3/8" / 12"

/ 12 "

3/8" / 12"

1/8" / 12"

3/8" / 12"

RD/AD 3/8" / 12

RD/AD

3/8" / 12"

02/26/18

1/8" / 12"

1/4" / 12"

Date

AIR CHAMBER

1/4" / 12"

3/8" / 12"

1/4" / 12"

3/8" / 12"

" 3/8" / 12

PLANTER

"/1 3/8

3/8"

1" / 12"

RD/AD

Date

3/8" / 12"

1/4 "/

12 "

RAMP DN 8'-0"

1/8" / 12"

1/ 4" /

1'-0"

‐ ‐ ‐ ‐ ‐

12"

RD/AD

1/2" /

5'-6 3/8" MIN.5'-0" SETBACK

"/ 1/4

3/8" / 12"

CONDENSING UNITS

" 12

1/2" / 12"

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

5/8" / 12"

3/8" / 12"

/ 12 " 3/8"

3/8" / 12" 12"

1/4" / 12"

5/8" / 12"

12"

RD/AD 1/4" / 12" 5/8" / 12"

" / 12

RD/AD

2" /1

3/8" / 12"

RD/AD

3/4"

12"

" 1 3/8" / 12

1/2" / 12"

1/ 4 "/

RD/AD

3/8" /

RD/AD

1/4" / 12"

3/8"

1/8" / 12"

RD/AD

1/2" / 12"

3/4" /

/ 12 " 1/4"

1/8" / 12"

1/2" / 12"

1/8" / 12"

" 1/4

" / 12

1/2" / 12"

3/8" / 12"

3/8"

5/8" / 12"

1/8" / 12"

1/4" / 12"

/ 12" 3/8"

/ 12

2" /1

12"

3/8"

" 1/4

"/ 1/4

1/8" /

5/8" / 12"

/ 12 "

1/4" / 12"

PROJECT NAME: DS

1/8" = 1'-0"

ROOF LEGENDS

KEYNOTE 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)

AREA DRAIN

K-4

ALL SINK BASE CABINETS SHALL BE REMOVABLE

ROOF LADDER

S-1

EXIT DOOR 1 1/2 HOUR FIRE RATED

ROOF DRAIN

S-2

ROOF WALKING PAD SCREEN S-3

MECHANICAL UNITS

PLANTER

K-1

DOWNSPOUTS RD/AD

SYMBOL

SYMBOL S-4

S-5 S-6

PLANTER

5'-0 3/8"

PLANTER

5th & Harbor PROJECT ADDRESS:

PLANTER

LEVEL RF PLANTER

PLANTER

MAX 8'-0" SETBACK

421 N HARBOR BLVD. SANTA ANA CA 92703

PLANTER

SHEET TITLE:

SYMBOL

KEYNOTE

SYMBOL

KEYNOTE CLASS "I" STAND PIPE (PER 905.3.1)

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

DROP THE DOWN SPOUT DRAIN TO THE FILTRATION PLANTER.

PLANTER

DIRECTIONAL EXIT SIGN

FIRE ALARM ANNUNCIATOR

H/C PATH OF TRAVEL

PROVIDE 6" WIDE COPPER DRAIN IN PARAPET WALL

FLOW RATE FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH 4.303.1

S.P

LEVEL ROOF PLAN

SP.H SPRINKLER HEAD

ROOF AREA DRAIN RD/AD

S-7

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

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

As indicated OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐1.5

A-4.2

37'-6"

35'-0"

24'-0"

35'-0"

A-4.1

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

46'-6 7/8"

R10

23'-9"

R11

46'-7"

R12

27'-1 1/2"

10'-3 1/2"

Section 11

Section 19 Section 12

---

Section 12

---

Section 10

---

1 A-6.2

RG L 1.3

L 1.0 L 1.0

---

L 1.0

14'-0 1/4" L 1.3

32'-6"

GYM

Section 11

3'-6 1/2"

L 1.0 L 1.0

EQ EQ

---

Section 8

---

L 1.0

G-11 EQ L 1.0

963 SF EQ

EQ L 1.0

L 1.0

16'-5 5/8"

15'-0 1/4" L 1.0

L 1.0

STAIR 3 EQ EQ

L 1.0

EQ EQ

L 1.0

EXIT EQ

15'-10 1/4"

L 1.3

1'-6"

L 1.6

L 1.3

EQ EQ

L 1.3

11'-10 1/4"

L 1.3

L 1.1

EQEQ

L 1.1

L 1.3

Section 22 L 1.3 ---

EXIT

Section 22 L 1.6

---

EQ EQ

EXIT

EQEQ

156 SF EQ EQ

L 1.0

L 1.1

L 1.0

6 EQ A-6.1

L 1.1

11'-10 1/4"

EQ EQ

L 1.1

11'-10 1/4"

L 1.0

11'-6 3/8"

L 1.1

EQEQ

L 1.1 EQ

EQEQ

L 1.1

L 1.0

L 1.6

Section 19

16'-6"

A-4.2

EQ EQ EXIT

3'-6 1/2"

15'-6 1/4"

L 1.0

Section 10

STAIR 2

---

C2 173 SF

EQ EQ EQ

EQ EQ

23'-5 5/8"

L 1.0

L 1.1

EXIT

L 1.6

1'-5"

35'-0"

L 1.0

PE 43'-3"

L 1.0

2 L 1.0

‐ ‐ ‐ ‐ ‐

A-4.0

L 1.0

L 1.1

LIGHTING LEGEND

L 1.0

EQ EQ

SYMBOL DESCRIPTION

--EQ 28'-6 3/8"

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

L 1.0

24'-0"

L 1.0

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

L 1.1

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 1.0

EQ EQ

L 1.3

HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

L 1.4 L 1.0

EQ EQ EQ

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

L 1.5

L 1.1

HIGH EFFICACY RECESSED FLUORESCENT LIGHTING

L 1.0

HIGH EFFICACY GIMBLE LED CAN LIGHT- 2700 TEMP.

EQ EQ EQ

L 1.10

HIGH EFFICACY PATHWAY OUTDOOR LIGHT L 1.11

10'-6"

L 1.0

HIGH EFFICACY RECESSED STEP LIGHT

L 1.12

2014-51R

423 SF

DP NO.

HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT. L 1.9

G-10 L 1.0

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft

L 1.8

---

BIKE PARKING (25 STALLS)

HIGH EFFICACY PENDANT LIGHT L 1.7

L 1.0

24'-0"

121'-10"

8'- 0"

24'-0"

L 1.0

35'-0"

L 1.6

---

CEILING FAN L 2.0

EQ EQ EQ

S/D C/M

17'-0"

L 1.0

Section 13

L 1.0

Section 20

4'-5"

556 SF

L 1.0

EQ EQ

7'-0" L 1.0

15'-6"

7'-0" L 1.0

2'-0"

L 1.0

L 1.1

24'-0" 8'-8"

L 1.1

2'-0"

7'-0"

15'-6" L 1.0

7'-0 1/2" L 1.0

02/26/18

SD'

1'-6"

10'-3 3/4"

L 1.0

Date

EXIT

2'-5"

L 1.0

6'-11"

Revision Description

L 1.0

EXIT

L 1.6

L 1.1

EXIT

L 1.0

EQ L 1.0

L 1.0 EQ

L 1.0

L 1.0 EQ

16'-6"

EXIT

1'-6"

L 1.0

COMMERCIAL B

16'-6"

L 1.6

16'-6"

G-02 EQ

3553 SF

Section 17 L 1.0

16'-6"

L 1.0

L 1.0---

COMMERCIAL A

17'-3" L 1.0

L 1.0

16'-6"

L 1.0

EXIT

15'-2 3/8"

6015 SF

L 1.0

PROJECT NAME:

G-01

2'-0"

1331 SF

EXIT

EQ EQ

G-04

EQ EQ

8'-4"

L 1.0

A-5.1

G-03

A-6.2

16'-6"

WALL SEC. 2

A-5.1

L 1.0

RECREATIONAL AREA

EQ EQ

L 1.0

31'-3 3/8" 3'-7 1/4"

W-SEC. A

RECREATIONAL AREA

L 1.0

5th & Harbor

L 1.0

Section 17

EXIT

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

EXIT

L 1.0

---

EXIT 1'-6"

68'-1 1/2"

16'-6"

16'

L 1.0

EQ EQ

15'-6"

L 1.0

321 SF

A-4.1

L 1.0

G-07

EXIT

L 1.0

TRASH RECYCLE ROOM 1

EQ EQ

L 1.0

EXIT

EQ EQ

14'-7"

JT EQ

EXIT

L 1.0

2'-5"

JT JT

EXIT

L 1.0

EXIT

L 1.0

15'-6"

16'-6" EQ

EXIT

L 1.0 L 1.0

EXIT

16'-6"

L 1.0

EQ EQ

L 1.0

EQEQ

L 1.0

16'-6"

L 1.0

EQ L 1.0

EQ EQ

P8EQ

---

L 1.0

EXIT

L 1.0

EXIT EQ

15'-6" EQ EQ

Section 9

15'-6"

L 1.3

EXIT

---

L 1.0

EXIT EQ

---

59 SF

---

L 1.0 ELEVATOR 1 L 1.0 ---

ELEVATOR 2

---

ELEVATOR 2

EXIT

EQ EQ

L 1.6

L 1.3

17'-3"

L 1.6

EQ L 1.0

L 1.0

10'-0"

L 1.0

ELEVATOR 1 EQ JT ---

L 1.0

EQ EQ

5'-8 1/8" 10'-11 7/8"

L 1.0

ELE. 1

EXIT EQ

EQ WL

JT JT

11'-10 1/4" EQ

EXIT

170 SF

A-6.1

EXIT

L 1.0

11'-1 1/4"

12'-3 1/2"

L 1.0

27'-7"

STAIR 1

1'-6"

28'-0"

L 1.0

35'-2"

EXIT

24'-0"

L 1.1

L 1.0

EQ EQ

---

Date

106'-3 1/4"

--Section 21

EQ EQ

L 1.0

A-5.2

A-4.0

A-5.2

---

26'-4"

WALL SECTION 3

24'-0"

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

L 1.1

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"

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"

8'-10"

4'-7"

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"

S10

S11

S12

S13

1/8" = 1'-0"

S14 As indicated

---

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

18'-4 1/8"

Section 13

OWNER:

---

CHARLES COMPANY

SHEET NUMBER:

A‐2.1

A-4.2

A-4.1

37'-6" 12'-0"

35'-0"

13'-3 3/8"

Section 12

309'-6"

---

12'-0"

24'-0"

23'-2 5/8"

12'-0"

Section 10

35'-0"

12'-0"

23'-0"

24'-0"

---

12'-0"

35'-0"

12'-0"

23'-0"

12'-0"

10'-8 1/2"

---

24'-0"

24'-3 1/2"

11'

12'

Section 12

---

35'-0"

10'

Section 11

Section 19

12'-0"

35'-0"

12'-0"

25'-0"

23'-0"

12'-0"

13'-0"

A-6.2

16'-6"

Section 19 --Section 11

A-4.2 Section 8

Section 8

---

L 1.0

EQ L 1.0

EQ L 1.0 8'-2

L 1.0

1/4" L 1.0

EQ L 1.0

L 1.0

EQ L 1.0

L 1.0

EQ L 1.0

EQ A-6.1 L 1.0

L 1.0

1'-6"

L 1.0

8'-2 1/4"

L 1.6

L 1.0

EQ L 1.0

L 1.0

EQ L 1.0

L 1.0

EQ L 1.0

EQEQ

156 SF

Section 22 L 1.0 ---

L 1.0

EQ Section 22

EXIT

L 1.0

L 1.6

---

EQ EQ

---

L 1.0

C2 4'-0"

173 SF L 1.0

EQ EQ

L 1.0

STAIR 2

Section 10

23'-5 5/8"

L 1.0

L 1.1

STAIR 3

L 1.0

35'-0"

L 1.0

EQ EQ

L 1.1

EQ EQEQ

L 1.1

L 1.0

EQ EQ EQEQ

L 1.1

L 1.0

EQEQ

L 1.1

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.0

EQ EQ

L 1.1

EQ EQ

EQ 11'-6 7/8"

L 1.1

EQ EQ EQEQ

L 1.1

EQ EQ EQEQ

EQ EQ EQ EQ

EQ EQ

L 1.6

1'-6"

16'-5 1/8"

1'-6"

32'-6"

---

L 1.1

EXIT L 1.6

L 1.0

2 L 1.0

‐ ‐ ‐ ‐ ‐

A-4.0

L 1.0

LIGHTING LEGEND

L 1.0 L 1.1

SYMBOL DESCRIPTION

--L 1.0

17'-0"

16'-6 3/8"

EQ EQ

L 1.0

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

L 1.1

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

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

24'-0"

HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

L 1.4

L 1.6

12'-0"

L 1.0

HIGH EFFICACY PENDANT LIGHT

210'-0"

L 1.7

12'-0"

L 1.0

---

HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT.

L 1.0

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft

L 1.8

DP NO.

L 1.9

2014-51R

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

HIGH EFFICACY RECESSED STEP LIGHT

CEILING FAN L 1.0

S/D C/M

EQ EQ

24'-0"

L 2.0

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

L 1.1

12'-0"

L 1.0

WALL SECTION 3

A-5.2

L 1.0

12'-0"

Section 20 --Section 21

13'-10 3/8"

---

55'-8 3/4"

31'-7 3/8"

13'-2 1/8"

31'-4 3/8"

11'-1 1/4"

L 1.0

EQ L 1.0

L 1.1

EQ EQ

EQ L 1.0

EQ EQ

EQ L 1.0

L 1.0 8'-2

L 1.0

L 1.1

EQ EQ

1/4" L 1.0

EQ L 1.0

EQ LL1.0 1.0

L 1.1

EQ EQ

EQ L 1.0

L 1.0

EQ L 1.0

L 1.1

EQ EQ

EQ L 1.0

L 1.1

EQ EQ

EQ L 1.0

L 1.1

EQ L 1.0

L 1.1

EQ EQ

EQ L 1.0

L 1.1

EQ L 1.0

L 1.0

L 1.1

EQ EQ

EQ L 1.0

4'-8 1/4"

EXIT

L 1.0

L 1.6

L 1.1

EQ EQ

27'-6"

1'-6"

A-4.1 32'-6"

1'-6"

A-6.2

EQ EQ

8'-2 1/4"

EQ EQ

L 1.0

EQ EQ

L 1.0

EQ EQ

L 1.1

L 1.0

EQ EQ

L 1.0

EQ EQ

L 1.0

EQ EQ

L 1.0

EQ EQ

L 1.0

EQ EQ

7'-2"

8'-2 1/4"

L 1.6

L 1.0

10'-0"

---

--JT

Section 9

5'-0"

---

L 1.0

---

L 1.0

Date

---

EQ EQ

---

ELEVATOR 2

---

EQEQ

ELEVATOR 1

02/26/18

L 1.6

ELEVATOR 2

L 1.0

EXIT ELEVATOR 1 -

EXIT

EQ EQ

L 1.0

EQEQ

EXIT

L 1.0

10'-8 1/2"

1'-6"

170 SF JT

L 1.1

L 1.0

EQ EQ

STAIR 1

Revision Description

1'-6"

L 1.6

8'-2 1/4"

12'-3 1/2"

35'-0"

L 1.0

45'-0"

Date

A-4.0

L 1.8

L 1.0

L 1.6

Section 13 ---

W-SEC. A A-5.1

A-5.1

---

5'-0"

Section 17

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"

34'-8 1/8"

13'-0"

12'-0"

25'-0"

12'-0"

25'-0"

13'-0"

25'-0"

12'-0" 25'-0"

12'-0"

13'-0"

23'-0"

25'-0"

Section 9 ---

---

12'-0"

35'-0"

13'-0"

23'-0"

25'-0"

12'-0"

421 N HARBOR BLVD. SANTA ANA CA 92703

12'-0"

35'-0"

34'-8 1/8"

11'-0 5/8"

323'-10 3/4" SHEET TITLE:

WALL SEC. 2

W-SEC. A

A-5.1

LEVEL 2 RCP

Section 20

A-5.1

---

As indicated

Section 21

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

---

Section 13

OWNER:

---

CHARLES COMPANY

SHEET NUMBER:

A‐2.2

A-4.2

A-4.1

37'-6" 12'-0"

35'-0"

13'-3 3/8"

Section 12

309'-6"

---

24'-0"

12'-0"

Section 10

35'-0"

12'-0"

23'-0"

24'-0"

---

12'-0"

35'-0"

12'-0"

23'-0"

12'-0"

10'-8 1/2"

12'-3 1/2"

---

24'-0"

12'-0"

11'

12'

Section 12

---

35'-0"

10'

Section 11

Section 19

12'-0"

35'-0"

12'-0"

25'-0"

23'-0"

12'-0"

13'-0"

A-6.2

16'-6"

Section 19 --Section 11

A-4.2 Section 8

Section 8

---

1'-6"

32'-6"

---

L 1.0

A-6.1 EQ L 1.0 EQ

L 1.0

1'-6"

L 1.0

L 1.6

L 1.0

8'-2 1/4"

L 1.0

Section 22 L 1.0 ---

156 SF

EQ EQ

L 1.0

EQ Section 22

EXIT

---

L 1.6

EQ EQ

---

L 1.0

EQ EQ

EXIT

4'-0"

173 SF L 1.0

EQ EQ

STAIR 2

Section 10

35'-0"

L 1.0

L 1.1

STAIR 3

L 1.0

L 1.1

EQEQ

L 1.1

EQEQ

L 1.1

EQ EQ

EQEQ

L 1.1

EQ EQ

1'-6"

L 1.0

L 1.1

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.6

L 1.1

EQ EQ

EQEQ

L 1.1

EQ EQ

11'-6 7/8"

L 1.1

EQ EQ

EQEQ

EQ EQ EQ EQ

EQ EQ

EQEQ

16'-5 1/8"

EQ L 1.6

L 1.0

‐ ‐ ‐ ‐ ‐

40'-0"

L 1.0

A-4.0

LIGHTING LEGEND

L 1.0 L 1.1

2'-3" 2'-3"

17'-0"

L 1.0 EQEQ

SYMBOL DESCRIPTION

--EQ

L 1.0

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

L 1.1

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

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

24'-0"

HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

L 1.4

L 1.6

12'-0"

L 1.0

HIGH EFFICACY PENDANT LIGHT

L 1.7

---

HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT.

L 1.0

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft

L 1.8

DP NO.

L 1.9

2014-51R

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

L 1.0

HIGH EFFICACY PATHWAY OUTDOOR LIGHT

12'-0"

L 1.11 L 1.0

L 1.12

EQ EQ

---

CEILING FAN L 1.0

S/D C/M

EQ EQ

24'-0"

L 2.0

12'-0"

Section 13 ---

A-4.0

A-5.2

L 1.0

12'-0"

Section 20 --Section 21

13'-2 1/8"

31'-4 3/8"

11'-1 1/4"

L 1.6

EQ ELEVATOR 2

L 1.0 ELEVATOR 1

EXIT ELEVATOR 2

---

L 1.0

A-6.1

EXIT

ELEVATOR 1 JT ---

L 1.0

170 SF EQ

L 1.0

1'-6"

10'-8 1/2"

31'-7 3/8"

Revision Description

L 1.0

EQ EQ

STAIR 1

12'-3 1/2"

1'-6"

L 1.6

8'-2 1/4"

L 1.1

55'-8 3/4"

EXIT L 1.0

EQ EQ

13'-10 3/8"

---

L 1.0

45'-0"

A-6.2

8'-2 1/4" L 1.1

L 1.1

8'-2 1/4" EQ

L 1.0

L 1.1

EQ EQ

L 1.0

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.0

EQL 1.0 EQ

EQ EQ

L 1.0

EQ EQ

L 1.1

EQ EQ

L 1.0

EQ EQ

EXIT

EQ EQ

L 1.0

EQ EQ

L 1.0

EQ EQ

L 1.0

EQ EQ

L 1.0

1'-6"

EQ JT

7'-2"

EQ EQ

EQEQ

L 1.6

L 1.0

10'-0"

2 EQ EQ

EQEQ

---

--JT

Section 9

L 1.1

EQ EQ

L 1.0

L 1.04'-8

1/4"

L 1.6

L 1.1

1'-6" WALL SEC. 2

Section 17

A-5.1

---

L 1.6

27'-6"

A-4.1

5'-0"

32'-6"

A-5.1

EQ EQ

W-SEC. A

Date

---

L 1.0

02/26/18

A-5.2

Date

WALL SECTION 3

L 1.0

35'-0"

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

L 1.1 L 1.0

10'-0"

HIGH EFFICACY RECESSED STEP LIGHT

210'-0"

12'-0"

L 1.0

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

Section 17

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

12'-3 1/2"

12'-0"

34'-8 1/8"

13'-0"

12'-0"

25'-0"

12'-0"

25'-0"

13'-0"

25'-0"

12'-0"

25'-0"

13'-0"

---

23'-0"

25'-0"

12'-0"

35'-0"

13'-0"

23'-0"

25'-0"

12'-0"

421 N HARBOR BLVD. SANTA ANA CA 92703

12'-0"

35'-0"

34'-8 1/8"

11'-0 5/8"

323'-10 3/4"

Section 9

SHEET TITLE:

--WALL SEC. 2

W-SEC. A

A-5.1

LEVEL 3 RCP

Section 20

A-5.1

---

As indicated

Section 21 ---

Section 13

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

OWNER:

---

CHARLES COMPANY

SHEET NUMBER:

A‐2.3

A-4.2

A-4.1

309'-6"

---

37'-6" 12'-0"

35'-0"

13'-3 3/8"

24'-0"

12'-0"

Section 10

35'-0"

12'-0"

35'-0"

12'-0"

11'

12'

---

24'-0"

---

10'

Section 11

Section 19

12'-0"

35'-0"

23'-0"

12'-0"

10'-8 1/2"

24'-0"

11'-11 1/2"

12'-4"

35'-0"

12'-0"

25'-0"

23'-0"

12'-0"

13'-0"

A-6.2

16'-6"

Section 19 --Section 11

-4.2 Section 8

Section 8

---

L 1.0

EQ L 1.0

L 1.0

EQ L 1.0

L 1.0

EQ L 1.0

L 1.0

EQ L 1.0

L 1.0

EQ L 1.0

6 EQ A-6.1

EQ L 1.0

L 1.0

1'-6"

8'-2 1/4" L 1.0

L 1.0

EQ L 1.0

L 1.0

EQ L 1.0

L 1.1

EQ L 1.0

L 1.0

EQ L 1.0

EQEQ

L 1.1

STAIR 3 EQ 156

Section 22 L 1.0 ---

L 1.0

SFEQ

EQ Section 22

EXIT

L 1.0

---

L 1.6

EQ EQ

L 1.0

STAIR 2 L 1.0

---

L 1.0

EQ EQ

EXIT

173 SF L 1.0

L 1.0

EXIT

1'-10"

EQ EQ

L 1.6

EQ L 1.0

8'-2 1/4"

Section 10

L 1.1

EQ L 1.0

L 1.0

23'-0"

L 1.0

35'-0"

L 1.1

EQ EQEQ

L 1.1

EQ EQ EQEQ

L 1.1

EQEQ

L 1.1

EQ 8'-2 1/4"

EQEQ

L 1.1

EQ EQ

L 1.0

L 1.1

EQ EQ

1'-6"

EQ EQ

L 1.6

EQ 11'-6 7/8"

L 1.1

EQ EQ EQEQ

L 1.1

EQ EQ EQEQ

EQ EQ EQ EQ

EQ EQ

EQEQ

16'-5 1/8"

0'-8"

32'-6"

---

L 1.6

L 1.0

2 L 1.0

‐ ‐ ‐ ‐ ‐

-4.0

L 1.0

LIGHTING LEGEND

L 1.0 L 1.1

EQ EQ

17'-0"

SYMBOL DESCRIPTION

--L 1.0

EQ L 1.0

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

L 1.1

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

12'-0"

L 1.0

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

L 1.3

EQ EQ MS

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

24'-0"

HIGH EFFICACY WALL SCONCE -LED LAMP - 2700 TEMP.

L 1.4

L 1.6

17'-0"

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

HIGH EFFICACY PENDANT LIGHT

210'-0"

L 1.7

12'-0"

L 1.0

---

HIGH EFFICACY LED UNDER CABINET. PUCK LIGHT.

L 1.0

HIGH EFFICACY LINEAR LED COVE LIGHT300Lumen/ft

L 1.8

DP NO.

L 1.9

2014-51R

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

11'-8"

L 1.0

HIGH EFFICACY PATHWAY OUTDOOR LIGHT L 1.11 L 1.0

L 1.12

EQ EQ

CEILING FAN L 1.0

S/D C/M

EQ EQ

24'-0"

L 2.0

12'-4"

WALL SECTION 3

A-5.2 A-4.0

A-5.2

L 1.0

Section 21

13'-2 1/8"

31'-4 3/8"

11'-1 1/4"

L 1.6

5 A-6.1

EXIT

ELEVATOR 2

L 1.0 ELEVATOR 1

ELEVATOR 1

---

EXIT ELEVATOR 2

---

L 1.0

Revision Description

EQ L 1.0

10'-8 1/2"

31'-7 3/8"

1'-11"

4'-10"

C1 170 SF

8'-2 1/4"

EQ EQ

STAIR 1

12'-3 1/2"

L 1.0

4'-10"

1'-6"

L 1.6

JT L 1.1

55'-8 3/4"

EXIT

8'-2 1/4" EQ EQ

13'-10 3/8"

---

L 1.0

45'-0"

L 1.0

L 1.1

EQ EQ

L 1.0

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.0

L 1.1

EQ EQ

L 1.0

EQEQ

L 1.1

L 1.0

L 1.1

EQ EQ

L 1.0

L 1.1

L 1.0

EQ EQ

L 1.0

EQ EQ

L 1.0

2 A-6.2

EQ EQ

L 1.1

L 1.0

EQ EQ

L 1.0

EQ EQ

L 1.0

EQ EQ

L 1.0

EQ 8'-2 1/4"

EQ EQ

L 1.0

EQ EQ

L 1.0

EQ EQ

10'-0"

7'-2"

8'-2 1/4"

EQ EQ

L 1.6 EQEQ

L 1.0

EQ EQ

---

--JT

Section 9

L 1.1

EQ EQ

L 1.0

EXIT 4'-8 1/4"

L 1.0

L 1.6

L 1.1

EQ EQ

1'-6 3/8"

EQ 27'-6"

A-4.1 32'-6"

Date

---

L 1.0

02/26/18

12'-0"

---

L 1.0

35'-0"

Section 20

Date

L 1.0

10'-0"

SMOKE DETECTOR/ CARBON MONOXIDE ALARM

L 1.1 L 1.0

WALL SECTION 3

---

HIGH EFFICACY RECESSED STEP LIGHT

EQ L 1.6

Section 13 ---

W-SEC. A

Section 17

A-5.1

---

5'-0"

WALL SEC. 2

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"

12'-0"

25'-0"

12'-0"

25'-0"

13'-0"

11'-11 7/8"

25'-0"

13'-0 1/8" 25'-0"

12'-0"

13'-0"

19'-0"

25'-0"

Section 9 ---

---

16'-0"

12'-0"

35'-0"

13'-0"

22'-8"

25'-0"

12'-4"

421 N HARBOR BLVD. SANTA ANA CA 92703

12'-0"

35'-0"

34'-8 1/8"

11'-0 5/8"

323'-10 3/4" SHEET TITLE:

WALL SEC. 2

W-SEC. A

A-5.1

LEVEL 4 RCP

Section 20

A-5.1

---

As indicated

Section 21 ---

Section 13

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

OWNER:

---

CHARLES COMPANY

SHEET NUMBER:

A‐2.4

32'-6"

35'-0"

17'-0"

24'-0"

35'-0"

10'-0"

32'-6"

PL AN-4.C

AN-4.C

AN-1.E

AN-1.G

AN-5.B

AN-4.A

AN-6.A

AN-1.E

AN-2.D

AN-5.C

AN-4.C

AN-1.G

AN-5.A

AN-4.B

AN-2.B

AN-4.C

EL +128'-0" 3'-6"

T.O.P. ELEV.

EL. +126'-2" EL. +122'-8" T.O.B.

ELEVATOR HEAD

12'-8"

10'-4"

3'-6"

T.O.P.

EL. +112'-4"

1'-6"

10'-4"

54'-6" 70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

T.O.F.F. - L4

10'-4"

5'-0 3/8" 8'-0" MAX SETBACK

EL. +102'-0" T.O.F.F. - L3

EL. +91'-8" T.O.F.F. - L2

‐ ‐ ‐ ‐ ‐ 77.67 F.S.

EL. +77'-8" T.O.F.F. - L1

75.50 F.S.

75.00 F.S.

5'-0"

75.00 F.S.

EL. +75'-0" 4'-8"

75.50 F.S.

77.67 F.S.

1'-0"1'-0" 2'-8"

77.67 F.S.

3'-6"

75.50 F.S.

3'-6"

77.67 F.S.

3'-6"

14'-0"

8'-0" 8'-0" MAX SETBACK

HIGH PT. OF SITE

EL. +74'-0" AVARAGE GRAND PLAN

EL. +73'-0" LOW PT. OF SITE

EL. +68'-0" ELEVATOR PIT

1/8" = 1'-0"

NORTH ELEVATION

15 DP NO.

2014-51R

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

34'-8 1/8"

25'-0"

35'-0"

25'-0"

35'-0"

34'-8 1/8"

11'-0 5/8"

PL AN-1.E

AN-2.A

AN-4.C

AN-4.A

AN-5.B

AN-2.B

AN-3.D AN-4.C

AN-4.C

AN-5.A

AN-4.C

AN-7.E

AN-2.B

AN-2.A

AN-4.A

AN-5.C

AN-4.A AN-2.D EL +128'-0" 3'-6"

T.O.P. ELEV.

EL. +126'-2"

ELEVATOR HEAD

EL. +122'-8"

12'-8"

10'-4"

3'-6"

T.O.P.

T.O.B.

EL. +102'-0" T.O.F.F. - L3

EL. +91'-8"

14'-0"

T.O.F.F. - L2

Revision Description

3'-6"

10'-4"

54'-6" 70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

T.O.F.F. - L4

Date

EL. +112'-4"

74.00 F.S.

Date

02/26/18

74.00 F.S.

T.O.F.F. - L1

EL. +75'-0" 4'-8"

74.50 F.S.

EL. +77'-8"

74.00 F.S.

5'-0"

74.50 F.S.

5'-5 1/4" MIN. 5'-0" SETBACK

1'-0"1'-0" 2'-8"

75.00 F.S.

1'-6"

75.00 F.S.

12'-0"

8'-0" MAX. 8'-0" SETBACK

HIGH PT. OF SITE

EL. +74'-0" AVARAGE GRAND PLAN

EL. +73'-0" LOW PT. OF SITE

EL. +68'-0" ELEVATOR PIT

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-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. 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.

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.

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

SD'

223'-5" 17'-0"

34'-7"

10'-5"

17'-3"

26'-4"

35'-0"

26'-4"

16'-11"

7'-1"

32'-6"

AN-4.B

AN-2.D

AN-6.A

AN-4.B

AN-4.C

AN-6.A

AN-1.H

AN-1.J

AN-1.C

AN-1.J

AN-8.A

AN-6.A

AN-4.A

EL +128'-0"

AN-4.C 3'-6"

T.O.P. ELEV.

EL. +126'-2" EL. +122'-8" T.O.B.

ELEVATOR HEAD

12'-8"

10'-4"

3'-6"

T.O.P.

EL. +112'-4"

3'-6"

10'-4"

54'-6" 70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

T.O.F.F. - L4

5'-0 3/8"

3'-6"

10'-4"

8'-0" MAX SETBACK

EL. +102'-0" T.O.F.F. - L3

EL. +91'-8" T.O.F.F. - L2

‐ ‐ ‐ ‐ ‐

14'-0"

8'-0" 8'-0" MAX SETBACK

8'-5"

EL. +77'-8"

74.00

EL. +75'-0" 74.00 HIGH PT. OF SITE EL. +74'-0" AVARAGE GRAND PLAN

EL. +73'-0" LOW PT. OF SITE

5'-0"

74.00

4'-8"

1'-0"1'-0" 2'-8"

74.00 F.S.

T.O.F.F. - L1

EL. +68'-0" ELEVATOR PIT

12'

1/8" = 1'-0"

11'

10' R9

SOUTH ELEVATION

309'-6" 25'-0"

35'-0"

24'-0"

35'-0"

24'-0"

35'-0"

24'-0"

35'-0"

DP NO.

37'-6"

2014-51R PL

8'-0" AN-5.B

AN-2.B

AN-3.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

MAX. 8'-0" SETBACK

AN-1.G AN-4.C

AN-4.C

EL +128'-0" 3'-6"

T.O.P. ELEV.

5'-9 5/8"

EL. +126'-2"

3'-6"

T.O.P.

ELEVATOR HEAD

EL. +122'-8"

12'-8"

10'-4"

5'-0" MIN SETBACK

T.O.B.

EL. +112'-4"

Date EL. +102'-0" T.O.F.F. - L3

EL. +91'-8" T.O.F.F. - L2

Revision Description

3'-6"

10'-4"

54'-6" 70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

T.O.F.F. - L4

77.67

EL. +77'-8" EL. +75'-0"

5'-0"

1'-0"1'-0" 2'-8"

3'-8 1/8"

T.O.F.F. - L1

02/26/18

77.67

Date

77.67

9'-0"

4'-8"

77.67

13'-0"

14'-0"

8'-3 1/8" 8'-0" MAX SETBACK

HIGH PT. OF SITE

EL. +74'-0" AVARAGE GRAND PLAN

EL. +73'-0" LOW PT. OF SITE

EL. +68'-0" ELEVATOR PIT

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

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

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.

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

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

45'-0"

25'-0"

20'-0"

5'-2"

22'-8"

28'-0"

19'-6"

28'-0"

24'-6"

15'-10 1/8"

23'-5 7/8"

AN-1.M

PL AN-4.C

AN-4.A

AN-5.C

AN-2.C

AN-4.B

AN-2.B

AN-5.A

AN-4.A

AN-5.B

AN-1.L

AN-5.C AN-3.D

AN-1.L

AN-5.D

AN-1.C

AN-1.K

AN-1.H

AN-1.K

AN-1.L

AN-1.K

AN-5.C 8'-0" EL +128'-0"

AN-8.A 8'-0" MAX SETBACK 3'-6"

T.O.P. ELEV.

EL. +126'-2"

3'-6"

T.O.P.

EL. +122'-8"

112.33 F.S.

3'-6"

54'-6"

FACE OF THE STRUCTURE

UNIT 2A

12'-8"

PARKING

FACE OF THE STRUCTURE

10'-4"

CORRIDOR

MIN.5'-0" SETBACK

T.O.B.

ELEVATOR HEAD

5'-9 5/8"

EL. +112'-4"

CORRIDOR

3'-6"

PARKING

96.83 F.S.

3'-6"

92.64 F.S. 4.99% SLOPE

10'-4"

9'-2 1/4"

UNIT 2A

10'-4"

102.00 F.S.

UNIT 2A

9'-2 1/4"

3'-6"

4.99% SLOPE

CORRIDOR

3'-6"

PARKING

107.17 F.S.

54'-6" 70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

T.O.F.F. - L4

EL. +102'-0" T.O.F.F. - L3

EL. +91'-8" T.O.F.F. - L2

EL. +77'-8"

75.50 F.S.

T.O.F.F. - L1 9.94%

EL. +75'-0" HIGH PT. OF SITE

4'-8"

PARKING

EL. +74'-0" AVARAGE GRAND PLAN

EL. +73'-0" LOW PT. OF SITE

5'-0"

1'-0"1'-0" 2'-8"

74.00 F.S.

75.00 F.S.

77.67 F.S.

‐ ‐ ‐ ‐ ‐

4.99%

UNIT 2A

14'-0"

81.13 F.S.

12'-10 1/4"

CORRIDOR

86.50 F.S.

EL. +68'-0" ELEVATOR PIT

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

R10

R11

R12

P1 37'-6"

1'-10"

24'-6"

28'-0"

309'-6"

28'-0"

19'-6"

28'-0"

P8 22'-8"

22'-7"

27'-1 1/2"

10'-3 1/2" DP NO.

20'-6 7/8"

8'-0"

8'-0" MAX SETBACK AN-4.A

2014-51R

AN-1.K AN-5.B

AN-5.C

AN-1.L

AN-1.H

AN-1.L

AN-1.C

AN-3.D

AN-5.C

AN-2.D

AN-5.C

AN-6.A

AN-4.B

AN-1.E

EL +128'-0" 3'-6"

T.O.P. ELEV.

EL. +126'-2"

3'-6"

T.O.P.

PARKING

CORRIDOR

12'-8"

ELEVATOR HEAD

UNIT 1B

10'-4"

FACE OF THE STRUCTURE

EL. +122'-8" T.O.B.

112.33 F.S.

EL. +112'-4" T.O.F.F. - L4

CORRIDOR

PARKING F.E.E 91.67 F.S.

EL. +102'-0" T.O.F.F. - L3

EL. +91'-8" T.O.F.F. - L2

86.50 F.S.

20'-0" SETBACK

CORRIDOR

14'-0"

20'-6 7/8"

UNIT 1B

4'-7 1/2"

PARKING

77.67 F.S.

Date

102.00 F.S.

Revision Description

UNIT 1B

54'-6" 70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

CORRIDOR

PARKING 102.00 F.S.

10'-4"

UNIT 1B

10'-4"

9'-2 1/4"

F.E.E 107.17 F.S.

76.17 F.S.

EL. +77'-8"

DWP UNDER GROUND TRANSFOR MER

EL. +74'-0" AVARAGE GRAND P

EL. +73'-0" LOW PT. OF SITE

EL. +68'-0" ELEVATOR PIT

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

KEYNOTE INDEX 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-6.A AN-6.B AN-7.E AN-8.A AN-8.C

CLASSIFICATION

HIGH PT. OF SITE

02/26/18

EL. +75'-0"

5'-0"

74.00 F.S.

4'-8"

1'-0"1'-0" 2'-8"

75.00 F.S.

Date

T.O.F.F. - L1

75.00 F.S.

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

223'-5" 13'-5"

32'-6"

16'-1"

17'-3"

26'-4"

35'-0"

26'-4"

16'-11"

7'-1"

32'-6"

PL AN-5.D

AN-4.B

AN-2.B

AN-8.A

AN-1.L

AN-1.C

AN-1.L

AN-1.K

AN-1.H

AN-1.M

AN-5.C

MAX. 8'-0" SETBACK

AN-7.E

EL +128'-0" 3'-6"

T.O.P. ELEV.

3'-6"

T.O.P.

PARKING 91.67 F.S.

UNIT 2A

12'-8"

10'-4"

54'-6" 70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

CORRIDOR

96.83 F.S.

10'-4"

102.00 F.S.

9'-2 1/4"

102.00 F.S.

UNIT 2A

9'-2 1/4"

CORRIDOR

3'-6"

PARKING

T.O.F.F. - L3

EL. +91'-8"

14'-0"

74.00 F.S.

EL. +75'-0" HIGH PT. OF SITE

EL. +74'-0" AVARAGE GRAND PLAN

EL. +73'-0" LOW PT. OF SITE

5'-0"

9.94%

73.00 F.S.

T.O.F.F. - L1

74.67 F.S.

‐ ‐ ‐ ‐ ‐

74.00 F.S.

75.00 F.S.

EL. +77'-8"

4'-8"

74.00 F.S.

PARKING DRIVEWAY

77.67 F.S.

1'-0"1'-0" 2'-8"

4.99%

PARKING 75.00 F.S.

77.67 F.S.

15'-10 1/4"

81.13 F.S.

15'-2" MIN. 15' CLR.

16'-6 1/4"

1'-4" DROPPED CEILING FOR BATHROOM

16'-6"

15'-2" MIN. 15' CLR.

PARKING DRIVEWAY

EL. +102'-0"

T.O.F.F. - L2

1'-4" DROPPED CEILING FOR BATHROOM.

17'-3"

10'-4"

CORRIDOR

3'-6"

CORRIDOR 9'-2 1/4"

UNIT 1C 2'-6"

3'-6"

8'-0" MAX SETBACK

EL. +112'-4"

1'-4"

9'-2 1/4"

5'-0 3/8"

112.33 F.S.

107.17 F.S.

CORRIDOR

1'-1 3/4"

UNIT 1C

112.33 F.S.

T.O.B.

T.O.F.F. - L4

CORRIDOR

9'-2 1/4" 9'-2 1/4"

AN-4.A

UNIT 2A

ELEVATOR HEAD

EL. +122'-8"

FACE OF THE STRUCTURE

UNIT 1C

EL. +126'-2"

EL. +68'-0" ELEVATOR PIT

AN-5.C

AN-1.E

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

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

25'-0"

35'-0"

25'-0"

35'-0"

34'-8 1/8"

11'-0 5/8"

23'-5 7/8"

PL 5'-9 5/8" AN-5.A

8'-0"

1 A-5.2

AN-4.C

AN-5.D

AN-3.D

AN-2.B

AN-5.C

AN-2.B

AN-5.B

2 A-5.2

DP NO.

MIN. 5'-0" SETBACK EL +128'-0"

2014-51R

T.O.P. ELEV. 3'-6"

8'-0" MAX SETBACK

EL. +126'-2"

3'-6"

T.O.P.

EL. +122'-8" ELEVATOR HEAD

T.O.B.

UNIT 2B

UNIT 1A

UNIT 1C

UNIT 1A

UNIT 2A

12'-8"

STAIRCASE

UNIT 2A

10'-4"

FACE OF THE STRUCTURE

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

EL. +112'-4"

UNIT 2A

UNIT 1A

UNIT 2A

EL. +91'-8" T.O.F.F. - L2

14'-0"

COMMERCIAL

LEASING OFFICE

COMMERCIAL

16'-6"

COMMERCIAL

16'-6"

COMMERCIAL

16'-6"

COMMERCIAL

16'-6"

COMMERCIAL

16'-6"

77.67 F.S.

16'-0"

15'-6"

TRASH ROOM

EL. +77'-8" 74.50 F.S.

74.00 F.S.

T.O.F.F. - L1

74.00 F.S.

73.00 F.S.

EL. +75'-0"

5'-0"

75.00 F.S.

74.00 F.S.

4'-8"

75.00 F.S.

1'-0"1'-0" 2'-8"

75.50 F.S.

HIGH PT. OF SITE

EL. +74'-0" AVARAGE GRAND PLA

EL. +73'-0" LOW PT. OF SITE

EL. +68'-0" ELEVATOR PIT

Date

53'-6"

T.O.F.F. - L3

02/26/18

UNIT 1C

EL. +102'-0"

Revision Description

UNIT 1C

UNIT 2A

UNIT 1A

UNIT 2A

UNIT 1A

UNIT 1C

Date

UNIT 1A

UNIT 1C

54'-6" 70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

UNIT 1A

10'-4"

UNIT 1A

10'-4"

UNIT 2B

UNIT 1A

9'-2 1/4"

UNIT 2B

9'-2 1/4"

T.O.F.F. - L4

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-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. MONOLITIC GLASS RAILING. METAL GUARDRAIL; MANUFACTURER TO BE DETERMINED. WOOD LOUVER WALL EXPANSION JOINTS FLOOR EXPANSION JOINTS

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

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

223'-5" 39'-7"

16'-11"

26'-4"

35'-0"

26'-4"

33'-4"

32'-6"

13'-5"

PL AN-5.B

AN-5.C

AN-1.H

1 A-5.3

AN-1.H

AN-1.K

AN-5.C

AN-2.B EL +128'-0" 3'-6"

T.O.P. ELEV.

EL. +126'-2"

3'-6"

T.O.P.

EL. +122'-8"

112.33 F.S.

12'-8"

UNIT 2B

T.O.B.

ELEVATOR HEAD

10'-4"

STAIRCASE

ELEVATOR SHAFT 3'-6"

EL. +112'-4" T.O.F.F. - L4

AIR CHAMBER

10.00%

102.00 F.S.

UNIT 2B

9.64%

4'-4"

19.40%

91.67 F.S.

EL. +91'-8"

RETAIL BACK CORRIDOR

9.90%

15'-6"

19.96%

81.13 F.S.

BIKE PARKING

COMMERCIAL

EL. +77'-8" T.O.F.F. - L1

75.00 F.S.

EL. +75'-0" HIGH PT. OF SITE

EL. +74'-0" AVARAGE GRAND P

EL. +73'-0" LOW PT. OF SITE

5'-0"

1'-0"1'-0" 2'-8"

2'-8"

75.50 F.S.

10'-6"

9.90%

PARKING

8'-0"

77.67 F.S.

T.O.F.F. - L3

14'-0"

CORRIDOR

UNIT 2A

8'-0" MAX SETBACK

UNIT 2B

EL. +102'-0"

T.O.F.F. - L2

86.42 F.S. 8'-8 7/8"

10'-4"

8'-0" MAX SETBACK

8.88%

15'-3"

UNIT 2A

96.83 F.S.

CORRIDOR

PARKING

54'-6" 70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

18.95%

4'-8"

UNIT 2A

107.17 F.S.

10'-4"

CORRIDOR

PARKING

CORRIDOR

10.00%

‐ ‐ ‐ ‐ ‐

UNIT 2A

CORRIDOR

FACE OF THE STRUCTURE

EL. +68'-0" ELEVATOR PIT

2 15

14 12'

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

11'

10' R9

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

25'-0"

35'-0"

24'-0"

35'-0"

24'-0"

35'-0"

24'-0"

35'-0"

37'-6"

11'-0 5/8"

PL 6'-2 1/8"

MIN. 5'-0" SETBACK

AN-5.C

8'-0" AN-5.B

AN-6.B

AN-3.D

AN-6.B

AN-1.E

AN-5.B

AN-1.K

DP NO.

8'-0" MAX SETBACK AN-4.A

EL +128'-0"

AN-4.C

2014-51R

T.O.P. ELEV. 3'-6"

AN-5.B

EL. +126'-2"

UNIT 2A

UNIT 2C

WALKWAY

UNIT 1B

DRIVEWAY

UNIT 1B 9'-0"

8'-3"

77.67 F.S.

UNIT 2A

UNIT 1B

UNIT 2C

UNIT 2A

GYM RESTROOM

GYM

12'-8"

ELEVATOR HEAD

75.50 F.S. 75.50 F.S.

T.O.F.F. - L3

EL. +91'-8" T.O.F.F. - L2

EL. +77'-8" T.O.F.F. - L1

1'-0"1'-0" 2'-8"

74.33 F.S.

EL. +75'-0"

5'-0"

75.00 F.S.

EL. +102'-0"

77.67 F.S.

75.00 F.S. 74.37 F.S.

10'-4"

UNIT 2A

4'-8"

UNIT 2A

UNIT 2B

T.O.F.F. - L4

14'-0"

UNIT 0B

UNIT 1B

15'-0 1/4"

UNIT 2A

12'-10 1/4"

UNIT 1D

EL. +112'-4"

HIGH PT. OF SITE

EL. +74'-0" AVARAGE GRAND PLA

EL. +73'-0" LOW PT. OF SITE

EL. +68'-0" ELEVATOR PIT

DWP UNDER GROUND TRANSFOR MER

02/26/18

UNIT 1B

FACE OF THE STRUCTURE

UNIT 2C

Date

UNIT 2A

Revision Description

UNIT 1B

UNIT 2A

T.O.B.

Date

UNIT 2B

UNIT 1B

54'-6" 70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

UNIT 1B

UNIT 2A

70'-0" ALLOWABLE HEIGHT PER BUILDING CODE

UNIT 2A

UNIT 2B

53'-6"

UNIT 1D

UNIT 1B

EL. +122'-8"

10'-4"

20'-6 7/8"

UNIT 2A

9'-2 1/4"

UNIT 1D

10'-4"

3'-6"

T.O.P.

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-6.A AN-6.B AN-7.E AN-8.A AN-8.C

CONCRETE

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

3/4" = 1'-0" 01

FINISH PER FLOOR 1" GYPCRETE UNDERLAY 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

5 A-5.5

FINISH PER FLOOR 1" GYPCRETE UNDERLAY 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

4 A-5.5

TPO ROOFING MEMBRANE 5/8" PLYWOOD SHEATHING. (MIN. 1/4" PER FLOOR, SLOPE TO DRAIN) WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION INTER: 5/8" GYP DB. EXTRE: 7/8" STUCCO O/ METAL LATH & 2 LAYERS BLD PAPER. Sim

1/4" TILING 1 1/2" MORTAR BED 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

11 A-5.5

03/09/18

Date

Revision Description

Date

FINISH PER FLOOR 10" CONCRETE SLAB PER STRUC. VAPOR BARRIER IN DIRECT CONNECT W/ CONC. 4" THK. BASE O/ MIN.1/2" CLEAN AGGREGATE

4 A-5.6

FINISH PER FLOOR 12" CONCRETE SLAB PER STRUC. (DROPPED CEILING FOR MEP REQ.)

12 A-5.5

1/4" TILING 1 1/2" MORTAR BED SLOPE TO DRAIN 3/4" PLYWD SHEATHING PER STRUC. 2x8 WD FRAME (PER STRUC.) 7/8" STUCCO O/ METAL LATH & 2 LAYERS BLD PAPE

1 A-5.5

C42-PF C42-PF

A-5.5

A-A SECTION STEPPED PER STRUC.

C41-ST C41-ST

PROJECT NAME:

5th & Harbor

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

WALL SECTIONS

3/4" = 1'-0"

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐5.1

Sim

1/4" TILING 1 1/2" MORTAR BED 12" CONCRETE SLAB PER STRUC. DROPPED CEILING FOR MEP REQ. 1/2" RESILIENT CHANNEL 2 LAYERS of 5/8" GYP BD

6 A-5.5

---

‐ ‐ ‐ ‐ ‐

10 A-5.5

3 A-5.6

2 A-5.6

Foundation -1' - 0"

Retail 1.5 1' - 6"

Retail 2.5 2' - 6"

Level 1 4' - 8"

Level 2 18' - 0"

Level 3 28' - 4"

Level 4 38' - 8"

Level Roof 49' - 0"

3/4" = 1'-0" 1

B-B SECTION 3/4" = 1'-0"

10 A-5.5

Sim

2 A-5.6

Sim

04/13/18

Date

Revision Description

Date

FINISH PER FLOOR 10" CONCRETE SLAB PER STRUC. VAPOR BARRIER IN DIRECT CONNECT W/ CONC. 4" THK. BASE O/ MIN.1/2" CLEAN AGGREGATE

1/4" TILING 1 1/2" MORTAR BED 12" CONCRETE SLAB PER STRUC. DROPPED CEILING FOR MEP REQ. 1/2" RESILIENT CHANNEL 2 LAYERS of 5/8" GYP BD

7 A-5.5

Sim

2 A-5.5

Sim

C41-ST C41-ST

A-5.5

B-B SECTION C42-PF

C42-PF

C41-ST

C42-PF C42-PF

PROJECT NAME:

5th & Harbor

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

WALL SECTIONS

3/4" = 1'-0"

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐5.2

24 1/4"

Sim

4 A-5.6

Sim

‐ ‐ ‐ ‐ ‐

FINISH PER FLOOR 12" CONCRETE SLAB PER STRUC. (DROPPED CEILING FOR MEP REQ.)

9 A-5.5

5/8" TILING 1 1/2" MORTAR BED 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

3 A-5.5

FINISH PER FLOOR 1" GYPCRETE UNDERLAY 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

---

FINISH PER FLOOR 1" GYPCRETE UNDERLAY 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

Foundation -1' - 0"

Retail 2.5 2' - 6" Retail 2.0 2' - 0"

Level 1 4' - 8"

Level 2 18' - 0"

Level 3 28' - 4"

Level 4 38' - 8"

Level Roof 49' - 0"

D-D SECTION 2 3/4" = 1'-0"

FINISH PER FLOOR 1" GYPCRETE UNDERLAY 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

PROJECT NAME:

5th & Harbor

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

WALL SECTIONS

3/4" = 1'-0"

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐5.3

7 A-5.6

Sim

5/8" TILING 1 1/2" MORTAR BED 1/4" RESILIENT MAT 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

11 A-5.5

5/8" TILING 1 1/2" MORTAR BED 1/4" RESILIENT MAT 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

Sim

5/8" TILING 1 1/2" MORTAR BED 1/4" RESILIENT MAT 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

Sim

11 A-5.5

3 A-5.5

1 A-5.5

---

04/16/18

Sim

8 A-5.6

Date

6 A-5.6

14 A-5.5

Revision Description

Sim

8 A-5.5

Sim

8 A-5.5

---

Date

Foundation -1' - 0"

Retail 2.5 2' - 6"

Level 1 4' - 8"

Level 2 18' - 0"

Level 3 28' - 4"

Level 4 38' - 8"

Level Roof 49' - 0"

C-C SECTION 3/4" = 1'-0"

5 A-5.6

8 A-5.5

---

Sim

8 A-5.5

Sim

‐ ‐ ‐ ‐ ‐

14 A-5.5

Sim

10 A-5.5

1/4" TILING 1 1/2" MORTAR BED 10" CONCRETE SLAB PER STRUC. VAPOR BARRIER IN DIRECT CONNECT W/ CONC. 4" THK. BASE O/ MIN.1/2" CLEAN AGGREGATE

5/8" TILING 1 1/2" MORTAR BED 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

Sim

5/8" TILING 1 1/2" MORTAR BED 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

Sim

FINISH PER FLOOR 10" CONCRETE SLAB PER STRUC. VAPOR BARRIER IN DIRECT CONNECT W/ CONC. 4" THK. BASE O/ MIN.1/2" CLEAN AGGREGATE

9 A-5.5

FINISH PER FLOOR 1" GYPCRETE UNDERLAY 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

Sim

FINISH PER FLOOR 1" GYPCRETE UNDERLAY 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

Sim

9 A-5.5

1 A-5.5

Foundation -1' - 0"

Retail 2.5 2' - 6"

Level 1 4' - 8"

Level 2 18' - 0"

Level 3 28' - 4"

Level 4 38' - 8"

Level Roof 49' - 0"

PROJECT NAME:

5th & Harbor

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

WALL SECTIONS

3/4" = 1'-0"

OWNER:

CHARLES COMPANY

SHEET NUMBER:

A‐5.4

04/16/18

Date

Revision Description

Date

E-E SECTION 3/4" = 1'-0"

11 A-5.6

10 A-5.6

---

3 A-5.5

Sim

1/4" TILING 1 1/2" MORTAR BED 12" CONCRETE SLAB PER STRUC. DROPPED CEILING FOR MEP REQ. 1/2" RESILIENT CHANNEL 2 LAYERS of 5/8" GYP BD

FINISH PER FLOOR 10" CONCRETE SLAB PER STRUC. VAPOR BARRIER IN DIRECT CONNECT W/ CONC. 4" THK. BASE O/ MIN.1/2" CLEAN AGGREGATE

FINISH PER FLOOR 12" CONCRETE SLAB PER STRUC. (DROPPED CEILING FOR MEP REQ.)

FINISH PER FLOOR 1" GYPCRETE UNDERLAY 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

2 A-5.5

‐ ‐ ‐ ‐ ‐

Sim

13 A-5.6

14 A-5.6

16 A-5.6

Sim

4" MIN.

12 A-5.6

9 A-5.6

Foundation -1' - 0"

Retail 1.0 1' - 0"

Retail 2.5 2' - 6"

Level 1 4' - 8"

Level 2 18' - 0"

Level 3 28' - 4"

Level 4 38' - 8"

Level Roof 49' - 0"

7/8" THK. CEMENT PLASTER STUCCO SYSTEM. FINISH AS REQ.

NAILS AS REQ.

WATER RESISTANT LAYER

WOOD BLOCKING SHIM, SIZE AS REQ.

STUCCO METAL LATHING

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

DISCONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

6B-WOOD SIDING WINDOW SILL 3" = 1'-0"

PLY. SHEATHING PER STRUC. RQ.

STUCCO SYSTEM

NAILS AS REQ.

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

PLY. SHEATHING PER STRUC. RQ.

4C-TYPICAL BALCONY RAILING 3" = 1'-0"

3-STUCCO SOFFIT TRANSITION 3" = 1'-0"

1-WOOD SIDING PARAPET 3" = 1'-0"

‐ ‐ ‐ ‐ ‐

6A-WOOD SIDING WINDOW HEAD 3" = 1'-0"

CONTINUOUS GALVANIZED SHEET METAL CLEAT

WEATHER RESISTIVE BARRIER

Level 4 38' - 8"

MIN. 4"

CONTINUOUS GALVANIZED SHEET METAL CLEAT

METAL FLASHING AS SPECIES

3 1/4"

11 2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

NAILS AS REQ.

METAL COPING

ALU. GLASS RAILING

1 33

ALU. GLASS RAILING

ALU. GLASS DOOR PER SCH.

PURPOSE MADE METAL FLASHING TO BE SUPPLIED AND INSTALLED BY THE METAL CLADDING INSTALLER

HORIZONTRAL REBAR AS REQ.

STRUCTURAL CONCRETE WALL

RIGID INSULATION AS SPECIFIED

VERTICAL REBAR AS REQ.

PARGING

VERTICAL DOWEL OVERLAP 56x BAR DIA.

WOOD BLOCKING SHIM, SIZE AS REQ.

NAILS AS REQ.

PLY. SHEATHING PER STRUC. RQ.

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

C41-ST

CONTINUOUS GALVANIZED SHEET METAL CLEAT

JOINT SEALANT

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

WATERPROOFING

WP MEMBRANE - RUN UP & ONTO SILL PAN

CONCRETE SLAB ON GRADE

? 1

EXTERIOR FINISH AS SPECIFIED

15 MINUTE THERMAL BARRIER (i.e. 1/2" GYOSUM BOARD)

METAL COPING

C42-PF

DESIGNED FOOTING, AS STRUC. / ENGI. REQ.

? 2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

PLY. SHEATHING PER STRUC. RQ.

1A-STUCCO PARAPET 3" = 1'-0"

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

MIN. 3"

STUCCO SYSTEM PREFINISHED BASE FLASHING MODEL-L

RIGID INSULATION AS SPECIFIED

COMPACTED FRANULAR BASE

STUCCO SOFFIT VEN FASTNER AS REQ.

GRADE

7-STRU. THICKENED SLAB ON GRADE 1 1/2" = 1'-0"

5-DOOR @ WOOD BALCONY 3" = 1'-0"

4A-BALCONY RAILING WITH CGM 3" = 1'-0"

4" CANT

STUCCO SYSTEM

Revision Description

Date

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

STRUCTURAL CONCRETE WALL

15 MINUTE THERMAL BARRIER (i.e. 1/2" GYOSUM BOARD)

HORIZONTRAL REBAR AS REQ.

DRAINAGE PIPE

WATER RESISTANT LAYER

JOINT SEALANT

4" CANT

VERTICAL REBAR AS REQ.

GRANULAR FILL

VERTICAL DOWEL OVERLAP 56x BAR DIA.

CONCRETE SLAB ON GRADE

CONT. BLACK POWERCOATED ALI. EXTRUSION WITH VISIBLE FIXINGS @ 600 CTRS

WOOD BLOCKING SHIM, SIZE AS REQ.

2-TYPICAL STUCCO FLASHING 3" = 1'-0"

STUCCO SYSTEM

C42-PF

CONCRETE SLAB ON GRADE

METAL PROTECTOR

SPECIFIED ACM PANELS BY CONTRACTORS

WOOD BLOCKING SHIM, SIZE AS REQ.

SLOPED FINISHED GRADE

PARGING

ALU. GLASS RAILING

C41-ST

04/16/18

Date

PROJECT NAME:

5th & Harbor

WEATHER RESISTIVE BARRIER

PLY. SHEATHING PER STRUC. RQ.

PROJECT ADDRESS:

4" CANT

GRANULAR FILL

PLY. SHEATHING PER STRUC. RQ.

421 N HARBOR BLVD. SANTA ANA CA 92703

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ. SHEET TITLE:

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

WALL SECTION DETAILS As indicated

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

OWNER: C41-ST

ALU. BACKFOLD SUPPORT

CHARLES COMPANY

C42-PF

14 8

7A-BASEMENT SLAB 1 1/2" = 1'-0"

5A-DOOR @ CONCRETE SLAB 3" = 1'-0"

GRANULAR FILL

ALU. GLASS RAILING

METAL DRIP MIN. 1/2" DRAINHOLE WITH GROMMETS

JOINT SEALANT

4B-BALCONY RAILING WITH ACM 3" = 1'-0"

STUCCO SYSTEM

WOOD BLOCKING SHIM, SIZE AS REQ.

SHEET NUMBER:

2A-RAIN SCREEN PARAPET FLASHING 3" = 1'-0"

A‐5.5

37 1

CEDAR WOOD SIDING PANEL 1/4" TILING 1 1/2" MORTAR BED 10" CONCRETE SLAB PER STRUC. VAPOR BARRIER IN DIRECT CONNECT W/ CONC. 4" THK. BASE O/ MIN.1/2" CLEAN AGGREGATE

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

CONCRETE SLAB ON GRADE

PLY. SHEATHING PER STRUC. RQ.

SPECIFIED ACM PANELS BY CONTRACTORS

ALU. BACKFOLD SUPPORT

PARGING

5/8" GYP. BD

Trapezoidal wall panel * Fastener * Fastener *

Hat channel or "z" girts *

Underlayment *

Trapezoidal wall panel *

0.625 Plywood

PRE-CAST CONCRETE STAIR

FASTNER AS REQ.

Underlayment * 0.625 Plywood Base flashing *

14 A-5.5

* (Supplied by MetalTech-USA) 2"

* (Supplied by MetalTech-USA)

Sim

C41-ST

C42-PF

21-COTTUGATED METAL PANEL 3" = 1'-0"

16-ANGLE SHAPED WALL TOP 3" = 1'-0"

12-STAIR @ STOOP 1 1/2" = 1'-0"

METAL DRIP MIN. 1/2" DRAINHOLE WITH GROMMETS

8-HIGH EAGLE 3" = 1'-0"

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

NAILS AS REQ.

METAL FLASHING AS SPECIES

METAL PROTECTOR

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

STUCCO SOFFIT VEN

METAL FLASHING AS SPECIES

STUCCO SYSTEM STUCCO METAL LATHING

FASTNER AS REQ.

METAL DRIP MIN. 1/2" DRAINHOLE WITH GROMMETS

METAL FLASHING AS SPECIES

19B

PREFINISHED BASE FLASHING MODEL-L

PLY. SHEATHING PER STRUC. RQ.

STUCCO METAL LATHING

17-METAL PANEL SOFFIT TRANSITION 3" = 1'-0"

19A

4 34

13-STUCCO SOFFIT VENT 3" = 1'-0"

9-RETAIL PARAPET RAILING 3" = 1'-0"

PLASTER WEEO SCREED

PLY. SHEATHING PER STRUC. RQ.

METAL FLASHING AS SPECIES

NAILS AS REQ.

WOOD BLOCKING SHIM, SIZE AS REQ.

METAL FLASHING AS SPECIES

WOOD BLOCKING SHIM, SIZE AS REQ.

JOINT SEALANT

RETAIL METAL CANOPY

L ANGLE BOLTED CONNECTION

WATERPROOFING

PLY. SHEATHING PER STRUC. RQ.

JOINT SEALANT

WOOD BLOCKING SHIM, SIZE AS REQ.

14-WOOD SIDING BOTTOOM @ BALCONY 7 3" = 1'-0"

18-WALL BOTTOM @ CONC. SLAB 3" = 1'-0"

04/16/18

METAL PANEL CONNECTOR

10-RETAIL CANOPY 3" = 1'-0"

METAL FLASHING AS SPECIES

NAILS AS REQ.

METAL FLASHING AS SPECIES

Date

CORRUGATED METAL PANEL

Revision Description

PROJECT NAME:

CEDAR WOOD SIDING PANEL

JOINT SEALANT

5th & Harbor PROJECT ADDRESS:

METAL FLASHING AS SPECIES

WOOD BLOCKING SHIM, SIZE AS REQ.

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

CONCRETE SLAB ON GRADE

4" MIN.

20A-20-COTTUGATED METAL PANEL TEMINATION 16 3" = 1'-0"

RETAIL METAL CANOPY

19B

DRIP SCREED

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

WATERPROOFING

JOINT SEALANT

WALL SECTION DETAILS

DISCONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

STEPPED AS REQ.

19A

‐ ‐ ‐ ‐ ‐

5/8" TILING 1 1/2" MORTAR BED 1/4" RESILIENT MAT 3/4" PLYWD SHEATHING PER STRUC. WOOD FRAME PER STRUC. 3-1/2" BATT INSULATION 5/8" GYP DB.

Date

20-COTTUGATED METAL PANEL TEMINATION 13 3" = 1'-0"

2x"X" CONTINUOUS SOFT LUMBER, SIZE AS STRUC. REQ.

WATERPROOFING

As indicated OWNER:

CHARLES COMPANY

SHEET NUMBER:

19-STOREFRONT ANGLE SHAPED WALL 3" = 1'-0"

15-RETAIL STOREFRONT BOTTOM 3" = 1'-0"

11-WALL BOTTOM CONCERETE PATIO 3" = 1'-0"

A‐5.6

9'-0"

6'-10"

11'-2"

6'-10"

9 R @ 0'-6 7/8" UP

4'-10"

9 R @ 0'-6 7/8" 12"

23"

5'-0"

9 10 11 12

5'-2 1/8"

5'-5"

23"

170 SF

18'-2"

60"

STAIR 1

65"

DN 3'-0"

44"

5R @ 6 3/8"

48"

170 SF

11'-11"

77"

5'-3"

8 R @ 0'-7"

34'-2"

5'-8"

6'-11 7/8"

6'-2"

54"

12"

54"

12"

5 R @ 0'-6 3/8" 12"

23"

8'-3"

99"

17'-4"

16 R @ 0'-6 5/8" DN

1'-0"

12"

STAIR 1

4'-8"

2'-0"

9 R @ 0'-6 7/8" UP

4'-2"

23" 29'-0"

3'-0" 15'-8"

12"

3'-0"

69"

23"

58"

3'-0"

1'-6"

165" 16R @ 6 5/8"

88" 9R @ 6 7/8"

9'-0"

50"

82"

4'-0"

23'-7"

19'-0"

4'-0"

4'-8"

2'-0"

12" 29'-0"

ELE. 1 6'-2"

10'-0"

8'-6"

6'-11 7/8"

4'-8"

59 SF

ELE. 1

8'-6"

10'-5 1/8" JT

E1 1'-3"

9'-2 1/8"

25'-9"

59 SF

Stair 1 Level 3

1/4" = 1'-0"

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

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

P2 P8 19'-0"

3'-0"

34'-2"

39'-4"

‐ ‐ ‐ ‐ ‐

18'-8"

14'-0" 38

23"

12"

9'-0"

5'-0" 4'-6"

10'-0" 54"

9 R @ 0'-6 7/8"

2'-0"

4'-2"

4'-0"

12"

23"

37 59

4'-10"

9 R @ 0'-6 7/8" 12"

23"

JT JT

6'-11 7/8"

6'-2"

8'-6"

39'-4"

23"

5'-2 1/8"

54"

12"

DN 54"

66"

18'-8"

10'-5 1/8"

18'-0"

8 R @ 0'-7"

5'-6"

17'-4"

3'-0"

9 R @ 0'-6 7/8"

6'-10"

88"

9R @ 6 7/8"

5'-3"

4'-0"

1'-0"

3'-0"

JT JT

58" JT

88" 9R @ 6 7/8"

82"

4'-8"

25'-9" DP NO.

2014-51R

1/4" = 1'-0"

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

4'-6"

P2 23'-10"

10'-0"

39'-4"

88"

9R @ 6 7/8"

17'-4"

14'-0" 25R @ 6 7/8"

41 42 43 44 45 46

36"

66"

54"

12"

39'-4"

DN 54"

2'-8" 5R @ 6 7/8"

36"

F. F. LEVEL 1 77'-8"

4'-8"

02/26/18

36"

5th & Harbor 14'-0"

F. F. LEVEL 1 77'-8"

PARKING LEVEL 75'-0"

421 N HARBOR BLVD. SANTA ANA CA 92703 9'-4"

SHEET TITLE:

4'-8" 6R @ 6 7/8"

PROJECT NAME:

PROJECT ADDRESS:

12"

2'-0"

No 4'-8" 6R @ 6 7/8"

12"

39 40

36"

F. F. LEVEL 2 91'-8"

4'-9"

STAIRS PLANS & SECTIONS

36"

54"

5'-2" 9R @ 6 7/8" 8'-10" 16R @ 6 5/8"

36"

34'-2"

18'-8"

4'-8" 6R @ 6 7/8"

18 R @ 0'-6 7/8"

12"

4'-8"

5'-0"

23'-10"

5'-2" 9R @ 6 7/8"

F. F. LEVEL 2 91'-8"

13'-6"

29'-0"

F. F. LEVEL 3 102'-0"

16'-8" 18R @ 6 7/8"

36"

18'-8"

5'-2" 9R @ 6 7/8"

1/4" = 1'-0"

Date

36"

1/4" = 1'-0"

34'-2"

36"

Stair 2 Level 3

10'-4" 18R @ 6 7/8"

36"

23'-10"

39'-4"

F. F. LEVEL 4 112'-4" 5'-2" 9R @ 6 7/8"

29'-0"

F. F. LEVEL 3 102'-0"

Stair 1 Level 2

Revision Description

18'-0"

10'-4" 18R @ 6 7/8"

DN 54"

36"

29'-0"

12"

32" 5R @ 6 7/8"

12"

9'-2 1/8"

UP 54"

10'-4" 18R @ 6 7/8"

36"

59 SF 1'-3"

34'-2"

5'-2" 9R @ 6 7/8"

4'-8"

10'-4" 18R @ 6 7/8"

6'-2"

8'-6"

ELE. 1

5'-2" 9R @ 6 7/8"

F. F. LEVEL 4 112'-4"

2'-8" 5R @ 6 7/8"

6'-11 7/8"

10'-4" 18R @ 6 7/8"

39'-4"

23"

66"

9 R @ 0'-6 7/8"

18'-8"

88"

18'-0"

23"

5'-2" 9R @ 6 7/8"

16'-0"

12"

15'-3"

5'-2" 9R @ 6 7/8"

5'-11"

JT JT

23"

36"

170 SF

48"

7'-6"

12"

29'-0"

12"

F. F. LEVEL RF 122'-8"

12"

9 R @ 0'-6 7/8"

5'-6"

4'-6"

9 R @ 0'-6 7/8"

5'-6"

9 R @ 0'-6 7/8"

12"

9R @ 6 7/8"

STAIR 1

23'-10"

10'-4"

5'-3"

17'-4"

F. F. LEVEL RF 122'-8"

9 R @ 0'-6 7/8"

18'-8"

68"

48"

88" 9R @ 6 7/8"

9'-0"

82"

12"

19'-0"

23"

25'-1" 55"

5'-0"

Date

10'-0" 54"

Stair 1 Level 4

2'-0"

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

F. F. E. SITE 0'-0" 17'-4"

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

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

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

CHARLES COMPANY

SHEET NUMBER:

A‐6.1

R11

R12

R11

R12

1'-2"

12"

23"

10'-0" 10

9 R @ 0'-7"

12"

4 3 2 1

12"

54"

13'-6 1/2"

23"

72"

1'-0"

STAIR 3

48"

4'-0"

4'-10 3/4"

7'-0"

4'-8"

9'-11 1/4"

Stair 3 Level 0

1/4" = 1'-0"

Stair 3 Level 1

‐ ‐ ‐ ‐ ‐

13'-0"

Stair 4 Level 1 8

1/4" = 1'-0"

R11 R11

54"

R11

R12

S13

R12

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

S13

S14

10'-0"

R12

10'-0"

9'-0"

SD'

9'-0"

23"

12"

67"

23'-10"

2014-51R 18'-11"

72" 63

88"

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

12"

23"

54"

18 R @ 0'-6 7/8"

48"

9 R @ 0'-6 7/8"

12"

23"

72"

54"

72"

12"

18'-8"

39'-4"

54"

29'-0"

DP NO.

12"

54" 67"

23"

12" 12"

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

67"

18'-11"

88"

39'-4"

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

9 R @ 0'-6 7/8"

12"

23" 61

67"

23"

12"

18'-11"

17'-4"

48"

48" 23"

29'-0"

28 29

72"

23"

UP 23"

12"

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

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

23"

88"

48"

34'-2"

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

17'-4"

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

15 R @ 0'-7"

12"

18 R @ 0'-6 7/8"

9 R @ 0'-6 7/8"

34'-2"

9 R @ 0'-6 7/8"

88"

17'-4"

18 R @ 0'-6 7/8"

17'-4"

9 R @ 0'-6 7/8"

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

88"

12"

14 T @ 11" = 154", 15 R @ 7"

30 R @ 0'-7"

23'-10"

154"

48"

12"

48"

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

12"

48"

12"

48"

17'-4"

34'-2"

1/4" = 1'-0"

Stair 3 Level 3

1/4" = 1'-0"

Stair 3 Level 4

1/4" = 1'-0"

Stair 4 Level 3

1/4" = 1'-0"

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

Revision Description

Stair 3 Level 2

SD'

Section 22 ---

F. F. LEVEL RF 122'-8"

F. F. LEVEL 4 112'-4"

39'-4"

57 56 54 53

34'-2"

36"

4'-0"

50 49 48

36"

29'-0"

5'-2" 9 R'S @ 6 7/8"

39 38

4'-0"

36"

36 35

23'-10"

9'-2 1/4"

36"

33 32

18'-8"

10'-1 1/2" 36"

36"

12'-4 1/2"

8'-4 7/8"

2'-4"

7'-2 7/8" Section 22 ---

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

36"

36'-7 3/4"

1'-0"

5th & Harbor PROJECT ADDRESS:

5'-1 1/2" 9 R'S @ 6 7/8" 36"

9'-1 1/8"

13'-6 1/2"

PROJECT NAME:

F. F. LEVEL 2 91'-8"

36"

8'-9" 15 R'S @ 7"

4'-8"

STAIR 3 1/4" = 1'-0"

9'-11"

1'-2" 2 R'S @ 7"

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

7'-7" 13 R'S @ 7"

14'-0" 24 R'S @ 7"

36"

F. F. LEVEL 2 91'-8"

5'-2" 9 R'S @ 6 7/8"

F. F. LEVEL 3 102'-0"

5'-1 1/2" 9 R'S @ 6 7/8"

23'-10"

36"

10'-2"

7'-4 7/8" 13 R'S @ 6 7/8"

5'-2" 9 R'S @ 6 7/8"

6'-0"

5'-2" 9 R'S @ 6 7/8"

10'-4" 18 R'S @ 6 7/8"

5'-2" 9 R'S @ 6 7/8"

36"

29'-0"

9'-2 1/4"

10'-4" 18 R'S @ 6 7/8"

34'-2"

F. F. LEVEL 4 112'-4"

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

5'-2" 9 R'S @ 6 7/8"

36"

6'-0"

421 N HARBOR BLVD. SANTA ANA CA 92703

SHEET TITLE:

STAIRS PLANS & SECTIONS 17'-8" 18 R'S@ <7"

5'-2" 9 R'S @ 6 7/8"

10'-4" 18 R'S @ 6 7/8"

36"

14'-4 1/4"

F. F. LEVEL 3 102'-0"

F. F. LEVEL 1 77'-8"

10'-4"

9'-2 1/4"

36"

39'-4"

02/26/18

Date

10'-4"

F. F. LEVEL RF 122'-8"

Date

10'-0"

48'-6"

12" 12"

116"

18'-11"

154"

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

88"

67"

14 T @ 11" = 154", 15 R @ 7"

15 R @ 0'-7"

12"

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

88"

9 R @ 0'-6 7/8"

78"

23" 23"

48"

9 R @ 0'-6 7/8"

12"

23"

18'-8"

72"

9'-11"

12" 12"

48"

54"

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

12"

75"

54"

67"

18'-11"

69"

132"

SD'

8'-4 7/8"

12"

12T @ 11" FOR 132", 13R @ 6-7/8"

S14

SD'

12"

10'-0"

13 R @ 0'-6 7/8"

S13

23"

1'-2"

S14

23"

S13

9 R @ 0'-6 7/8"

9'-0"

69"

23"

13 R @ 0'-7"

132"

5'-0" 11"

132" 12 T @ 11" = 132", 13 R @ 7"

13 R @ 0'-7"

5'-0"

11"

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

23"

1'-2"

36'-7 3/4"

23"

2'-4"

23"

57 3/4"

1'-2"

4'-9 3/4"

23"

2 R @ 0'-7"

57 3/4"

12"

49"

14'-3"

11"

4'-9 3/4"

48"

48" 11" 49" 1 T @ 11" = 11", 2 R @ 7"

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

CHARLES COMPANY F. F. LEVEL 1 77'-8" SHEET NUMBER:

A‐6.2

7' - 6"

7' - 6" 5' - 0"

4' - 0"

3' - 0"

3' - 0" 1' - 8"

4' - 0"

6" 1' - 2"

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"

GB-1

A-6.3

TA-1

‐ ‐ ‐ ‐ ‐

3' - 0"

2' - 0"

3' - 6"

4' - 2"

6 3/4"

4' - 2"

3' - 0"

6 3/4"

W1 P1

4" 6 3/4"

ADA RESTROOM ELEVATION 1& 3

1" = 1'-0"

A-10.2

ADA RESTROOM PLAN

1" = 1'-0"

A-10.2

STC 58

7' - 6"

TA-2

GB-1

TA-1

GB-2

3' - 6"

01 SUBMITTING TO CONSULTANTS

GB-2

07/19/17

Date

GB-1

TA-2

Revision Description

Date

7' - 6"

PROJECT NAME:

5th & Harbor P1 W1

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

W1 W1

SHEET TITLE:

ADA RESTROOM ELEVATION 4

1" = 1'-0"

A-10.2

ADA RESTROOM ELEVATION 2

RESTROOM PLANS & ELEVATIONS

1" = 1'-0"

A-10.2

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 30"X48" RECTANGULAR CLEARANCE

1' - 6"

2' - 6"

B12 B9

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"

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.

1' - 7 1/4"

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

1' - 6"

1' - 9 1/4"

2' - 0"

2' - 7"

B14

B15

B12

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

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

2' - 0"

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.

MIN 48"

60" 1' - 7 1/4"

1' - 6"

B12

5' - 0"

B11 B1

MIN 48"

B10

B11

1' - 6"

5' - 0"

‐ ‐ ‐ ‐ ‐

B10

B11

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

60"

1' - 6"

B10

TUB WITH 3 SIDES BACKING

B15

2' - 2"

6' - 0"

B15

2' - 0"

2' - 6"

MIN 48"

B15

4" OR 6" PLUMBING WALL

5' - 0"

B14

60"

MIN 48"

5' - 0"

B14

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

0" '560" 5'

B11

B14 0"

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

1' - 6"

B10

2' - 0"

1' - 2"

1' - 6"

1' - 2"

1' - 6"

B3 B10

1' - 2"

B11

1' - 6"

B10 B11

F 1' - 6 3/8"

B12

F 1' - 6"

1' - 7"

1' - 6"

1' - 2"

60"

1' - 6"

60"

B15

2' - 6"

MIN 48"

B11

5' - 0"

MIN 48"

1' - 6"

B15

B14

2' - 0"

B10

5' - 0"

1' - 2"

60"

5' - 0"

MIN 48"

-0

5' - 0"

B14

B7 B15

B12

2' - 3 5/8"

B1 B2

3' - 0"

B15

1' - 6"

B14

B10

B11

B15

2' - 3"

B12 7' - 7 1/2"

B11

B12

B10

B14

B10

B14

B3 1' - 6"

Revision Description

B11

B12

2014-51R

1' - 6"

B10 MIN 36"

B14

5' - 0"

6' - 10"

MIN 36"

DP NO.

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

8' - 4 7/8"

B15

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

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

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

02/23/18

Date

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

Date

1' - 6"

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

1' - 8 1/4"

ENLARGED BATHROOM-0B- 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

5th & Harbor PROJECT ADDRESS:

18"

34"

48" DIA. CIRCLE

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

48"

PUSH SIDE

44"

48" MIN.

CBC 1126A.3

18"

36" DIA. CIRCLE

PULL SIDE

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" 6' - 9 1/8"

7' - 0"

5' - 2 7/8"

5' - 0"

11' - 11 1/8"

Balcony PER PLAN

10' - 11 1/8"

S U2 13' - 10 1/4"

Bedroom 10'-11"x13'-10"

14' - 6"

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

2' - 8"

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

W4-S

1' - 4"

P-W4

12' - 11"

3' - 0 1/8"

4' - 8"

17' - 0"

W6 11' - 11"

7' - 5"

UTILITY OR SERVICE SEE PLAN

2' - 3"

5' - 7"

6' - 6"

P-W4

4' - 8"

7' - 5"

25' - 0"

24' - 0"

25' - 0"

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

M4 M4

2' - 1"

P-W4

19' - 8 3/4"

32' - 6"

33' - 6" 27' - 6"

5' - 4 3/4"

14' - 7 3/4"

Entrance 5'-0"x5'-6"

2' - 7"

6' - 6 1/8"

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

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

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

‐ ‐ ‐ ‐ ‐

1' - 10"

W&D 3'-6"x4'-0" R4

12' - 11"

P-W4

P-W4 9' - 5 7/8"

1' - 4"

2' - 1"

1' - 2"

5' - 2 3/4"

Kitchen 9'-4"x7'-2"

60"

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

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

2' - 1"

U1 U1

5' - 1 3/4"

8' - 2 1/2"

60"

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

8' - 2 1/2"

60"

8' - 2 1/2"

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

Kitchen 9'-5 1/2" X 7'-3"

ADA Bath. 8'-6" x 7'-2"

Entrance 9'-7"x4'-6" 8' - 2 1/2"

60"

Entrance 4'-0"x9'-6"

2W4

R1 W4

5' - 4 3/4"

14' - 7 3/4"

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

1' - 9"

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

Wardrobe 6'-10"x5'-0"

4' - 8"

4' - 0"

7' - 3 1/8"

4' - 4 3/4"

4' - 0"

W&D 3'-6" X 3'-6"

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

1' - 9"

3' - 10 3/4"

Wardrobe 5'-10" x 3'-6"

4' - 4 3/4"

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

R1 4' - 4 3/4"

Wardrobe 5'-10"x5'-0"

W4-S

2W4

4' - 0"

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

5' - 4 3/4"

W4 R3

32' - 6"

Wardrobe 6'-4"x5'-0"

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

27' - 6"

24' - 2 1/2"

10' - 9 1/4"

6' - 4" 5' - 4 3/4"

32' - 6"

16' - 1 3/4"

5' - 2 3/8"

33' - 6"

6' - 8 3/4"

5' - 0"

2W4 W4

16' - 8 3/4"

14' - 9"

15' - 4 3/4"

34' - 0"

11' - 8 7/8"

2W4

5' - 2"

Balcony PER PLAN

W4-S

0' - 4 1/2"

6' - 10"

14' - 6"

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

9' - 0 7/8" P

U2 13' - 10 1/4"

2W4

3' - 11 1/8"

VARIES>= 6'-0"

VARIES >= 6'-0"

6' - 6"

Balcony PER PLAN

16' - 1 3/4"

5' - 2"

P VARIES >= 6'-0"

6' - 10"

12' - 0"

33' - 6"

9' - 0 7/8"

13' - 0"

12' - 0"

VARIES >=6'-0"

3' - 11 1/8"

12' - 0"

5' - 8 1/4"

13' - 0"

7' - 3 1/8"

25' - 0"

13' - 10 1/4"

9' - 8 7/8"

24' - 0"

2' - 1"

17' - 0"

BALCONY ABOVE BALCONY ABOVE

BALCONY ABOVE EQ

L 1.0

9'-2 1/4"

L 1.4

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

0' - 9" L 1.4

L 1.9

4' - 0"

L 1.4

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

0' - 9" L 1.4

L 1.0

L 1.9 L 1.9 L 1.9

L 1.0

8'-2 1/4"

L 1.0

L 1.0 L 1.9

L 1.0

EQ SD L 2.0

L 1.0 L 1.9

S/D C/M

Date

L 1.0

L 1.9

L 1.0

L 1.9

EQ EQ

L 1.0

1' - 0"

L 1.0

EQ 0' - 4"

L 1.0

0' - 4"

L 1.0

2' - 7 3/8"

EQ EQ

8'-2 1/4"

2' - 0"

S/D C/M

L 1.0

L 1.2 5' - 0" L 1.4

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

EQ 5' - 0"

L 1.0

L 1.2

2' - 0"

L 1.9

8'-2 1/4"

EQ L 2.0

L 1.0

2014-51R

0' - 9" L 1.4

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

0' - 6"

L 1.0

Revision Description

L 1.4

2' - 2"

S/D C/M

L 1.0

8'-2 1/4"

L 1.0

0' - 4"

L 1.0

L 1.2 EQ

L 2.0

L 1.0

0' - 9" L 1.0

L 1.0

4' - 10 3/8"

2' - 0"

1' - 0" EQ

L 1.9

8'-2 1/4"

L 1.0

L 1.2

L 1.0

1' - 0"

2' - 0"

L 2.0

0' - 4"

L 1.0

9'-2 1/4"

L 1.7

2' - 0"

L 1.0

S/D C/M

L 1.9

8'-2 1/4"

L 1.0

2' - 0" EQ

S/D C/M

3' - 0"

EQ L 1.0

EQ EQ

L 1.0

EQ S/D C/M

L 1.0

8'-2 1/4"

EQ EQ

L 1.0

L 1.7

L 1.0

9'-2 1/4"

L 1.0

8'-2 1/4"

L 1.0

L 1.9

L 1.1

S/D C/M

9'-2 1/4"

EQ L 1.0

EQ EQ EQ 0' - 9"

L 1.0

8'-2 1/4"

2' - 0" L 1.9

8'-2 1/4"

L 1.0

3' - 0"

S/D C/M

EQ EQ

8'-2 1/4"

DP NO.

L 1.0

S/D C/M

8'-2 1/4"

EQ S/D C/M

L 1.0

1' - 0"

EQ L 1.0

9'-2 1/4"

8'-2 1/4"

L 1.0

9'-2 1/4"

L 1.1

L 1.0

L 1.1

S/D C/M

L 1.0

L 1.0 L 1.0

9'-2 1/4"

L 1.1

L 1.0

L 1.1

L 1.0

L 1.1

L 1.0

1' - 0"

L 1.1 L 1.0

L 1.0

L 1.5

L 1.1

L 1.1 L 1.0

L 1.0

L 1.1

L 1.0

L 1.1

8' - 0"

4' - 0"

EQ EQ

L 1.0

0' - 8"

L 1.5 L 1.1

8' - 0"

L 1.5

L 1.1 1' - 0"

4' - 0"

L 1.0

8'-2 1/4"

L 1.1

0' - 8"

8' - 0"

L 1.5 MS

4' - 0"

0' - 8"

4' - 0"

8'-2 1/4"

8'-2 1/4" 13' - 0"

BALCONY ABOVE

1-B

681 SF

650/638 SF

1-C

ONE BEDROOM 631 SF

412 SF

UNIT AREA DIFFERS DEPENDING ON THE LOCATION OF THE UNIT IN THE PROJECT.

02/19/18

1-A

ONE BEDROOM

0-A

ONE BEDROOM

Date

STUDIO

TRASH RM SHAFT WALL 30"

48" MIN.

36" 34"

PULL SIDE

MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR

18"

34"

48" DIA. CIRCLE

42"

60" DIA. CIRCLE

ADDITIONAL NOTES:

CARBON MONOXIDE ALARMS:

48"

TYPICAL W6 WOOD STUD WALL 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) .

2HR W6 WOOD STUD WALL

L 1.0

L 1.1

L 1.2

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

5th & Harbor PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

TYPICAL RM SEP. WALL

L 1.3

L 1.4

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

RM SEP. LOADBEARING WALL ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS .

L 1.5

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

HIGH EFFICACY RECESSED FLUORESCENT LIGHTING

TYPICAL UNIT PLUMBING WALL

SHEET TITLE:

UNIT LAYOUT PLAN

L 1.6

HIGH EFFICACY PENDANT LIGHT L 1.7

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 .

PROJECT NAME:

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

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 .

48"

PUSH SIDE

44"

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

12"

PUSH SIDE

CBC 1126A.3

18"

36" DIA. CIRCLE

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

LOCATION OF WINDOWS IN THE UNIT LAYOUT DIFFERS DEPENDING ON THE LOCATION OF THE UNIT IN THE PROJECT- REFER TO FLOOR PLANS PULL SIDE

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. 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 .

TYPICAL UNIT SEP. WALL

L 1.8

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

2HR UNIT SEP. WALL @ STAIRCASE

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

L 1.9 G

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

CHARLES COMPANY

30"

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

CBC FIGURE 11A-8F

CBC 1132A.5.1 EXCEPTION 1

39"

CBC 1132A.5.1 EXCEPTION 1

39"

36"

30"

36"

24"

HIGH EFFICACY PATHWAY OUTDOOR LIGHT

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

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.

2HR UNIT SEP. PLUMBING WALL 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 .

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

23' - 0" 8' - 1 3/4"

Balcony PER PLAN

W4-S

W&D R4 3'-6"x4'-0"

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

Entrance 5'-3"x9'-6"

W4-S

P-W4

11' - 5 1/4"

4' - 6"

19' - 0 3/4"

25' - 9 3/4"

35' - 0"

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

L 1.5

4' - 0"

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

2-A

524 SF

L 1.9

EQ EQ

3' - 7"

EQ L 1.4

0' - 9"

L 1.0

L 1.4

1' - 0"

UNIT AREA DIFFERS DEPENDING ON THE LOCATION OF THE UNIT IN THE PROJECT.

2-B

L 1.0

S/D C/M

8'-2 1/4" L 1.0

L 1.0

EQ L 1.0

L 1.0

1' - 0"

L 1.0

L 1.9

Date

8'-2 1/4"

3' - 6"

L 1.2

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

8'-2 1/4" S/D C/M

EQ L 1.0

EQ EQ

2' - 6" 1' - 0"

2' - 6"

EQ L 2.0

9'-2 1/4"

2' - 0"

L 1.0

2' - 0"

EQ EQ

L 1.7

S/D C/M

EQ S/D C/M

L 1.2

L 2.0

L 1.0

L 1.9

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

UNIT AREA DIFFERS DEPENDING ON THE LOCATION OF THE UNIT IN THE PROJECT.

TWO BEDROOM 944/933 SF

981/992 SF

L 1.0

L 2.0

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

TWO BEDROOM

2' - 0"

S/D C/M

Revision Description

L 1.9

L 1.0

EQ EQ

L 1.0

EQ L 1.2

L 1.1

8'-2 1/4"

EQ S/D C/M

L 1.0

L 1.4

L 1.1 L 1.0

4' - 0" 0' - 9"

L 1.0

1' - 0"

8'-2 1/4"

L 1.0

L 1.0 L 1.4

3' - 7"

L 1.2

0' - 4"

L 2.0

ONE BEDROOM

1-D

EQ L 1.0

L 1.0

L 2.0 L 1.2

8'-2 1/4" EQ EQ

S/D C/M

2' - 6"

EQ EQ

L 1.4

S/D C/M

L 1.0

8'-2 1/4"

1' - 0"

L 1.0

9'-2 1/4"

8'-2 1/4"

L 1.1

L 1.0

L 1.1

3' - 0"

S/D C/M

L 1.4

2' - 3" 2' - 3 3/4"

L 1.0

L 1.7

L 1.0

3' - 0"

4' - 0"

L 1.9

2' - 4"

L 1.9

2' - 0"

0' - 4"

L 1.9

3' - 0"

8'-2 1/4" L 1.6

S/D C/M

L 1.0

S/D C/M

L 1.1

EQ L 1.0

L 1.0

S/D C/M EQ

L 1.0

EQ EQ

L 1.0

8'-2 1/4"

EQ EQ

L 1.0

L 1.1

8'-2 1/4"

L 1.0

9'-2 1/4"

L 1.0

L 1.1

2' - 0"

8'-2 1/4"

S/D C/M

L 1.0

L 1.1

L 1.0

3' - 0"

L 1.0

2' - 0"

L 1.0

2014-51R

L 1.0

L 1.0 L 1.0

L 1.1

L 1.0

DP NO.

EQ L 1.1

L 1.1 L 1.0

L 1.1

0' - 8"

L 1.0

8'-2 1/4"

L 1.0

1' - 0" 2' - 6"

0' - 8"

9'-2 1/4"

L 1.0

L 1.1 L 1.1

BALCONY ABOVE

9'-2 1/4"

L 1.0

9'-2 1/4"

9'-2 1/4" L 1.0

L 1.0

BALCONY ABOVE

L 1.1

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

L 1.1

L 1.5

L 1.0

0' - 8"

1' - 0" EQ

4' - 0"

0' - 8"

1' - 0"

18' - 9 3/4"

BALCONY ABOVE

4' - 9"

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

8' - 9 3/4"

11' - 5 1/4"

35' - 0"

P-W4

02/19/18

10' - 6 3/4"

‐ ‐ ‐ ‐ ‐

P-W4

9' - 1 7/8"

5' - 8"

1' - 4"

LIGHTING LEGEND 30"

48" MIN.

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

ADDITIONAL NOTES: TYPICAL W6 WOOD STUD WALL LOCATION OF WINDOWS IN THE UNIT LAYOUT DIFFERS DEPENDING ON THE LOCATION OF THE UNIT IN THE PROJECT- REFER TO FLOOR PLANS

CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS 420 .4.1 AND 420 .4.2 SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS"

SYMBOL DESCRIPTION L 1.0

L 1.1

2HR W6 WOOD STUD WALL

L 1.2

2' - 1"

9' - 1 7/8"

1' - 0"

2' - 1" 0' - 5 1/8"

27' - 6"

P-W4

Kitchen 9'-0"x9'-4"

60"

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

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

Date

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

Kitchen 9'-0"x9'-4"

60"

12' - 0 3/4"

W4-S

W4 2W4

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

60"

5' - 6 3/4"

60"

8' - 2 1/2"

8' - 11 7/8"

W4-S

F-2W4

8'-6" x 7'-2"

4' - 0"

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

Entrance 5'-4"x9'-4"

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

14' - 2"

W&D R4 3'-6"x4'-0"

Wardrobe 5'-5"x2'-2"

4' - 4 3/4"

S-2W4

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

Master Ward. R4 4'-8"x5'-0"

5' - 4 3/4"

2W4

W4-S

10' - 0 1/2"

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

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

2' - 6 3/4"

5' - 1 1/4"

32' - 6"

6' - 8 1/8"

5' - 4 3/4"

Wardrobe 4'-9"x5'-0"

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

32' - 6"

11' - 0" W4-S

Bedroom 10'-5"x11'-10"

8' - 2 1/2"

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

Wardrobe 6'-0" x 4'- 3 3/4"

32' - 6"

2W4

32' - 6"

3' - 6"

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

5' - 3"

Master Bed. 11'-9"x13'-3" 33' - 6"

5' - 2 3/8"

11' - 5"

21' - 9 3/4"

27' - 6"

12' - 4"

13' - 10 1/4"

14' - 6"

Balcony 12'-0"x6'-0"

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

19' - 7 3/4"

W6-Ra

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

Bedroom 10'-6"x13'-10"

18' - 4"

5' - 2"

W4-S

6' - 10"

1' - 6"

W6-a

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

5' - 0" P

W6-a

7' - 3 1/2"

32' - 6"

4' - 0"

19' - 7 3/4"

Balcony PER PLAN

6' - 8 1/2"

5' - 2"

4' - 2"

6' - 10"

27' - 6"

VARIES>=6'-0"

3' - 6"

VARIES>=6'-0"

6' - 6"

12' - 0"

L 1.5

4' - 10 1/4"

12' - 3 1/2"

4' - 0"

8' - 0"

10' - 8 1/2"

5' - 0"

6' - 10"

12' - 0"

1' - 10"

13' - 0"

VARIES>=6'-0"

12' - 9 3/4" 5' - 11 3/4"

35' - 0"

25' - 9 3/4"

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

18"

36" 34"

PULL SIDE

MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR

18"

34"

48" DIA. CIRCLE

42"

60" DIA. CIRCLE

CARBON MONOXIDE ALARMS: 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 .

48"

PUSH SIDE

44"

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

12"

CBC 1126A.3

PUSH SIDE

PULL SIDE

36" DIA. CIRCLE

36"

48"

OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) .

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

ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS .

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 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 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.

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

L 1.9 G

2HR UNIT SEP. WALL @ STAIRCASE

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

CHARLES COMPANY

30"

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

CBC FIGURE 11A-8F

CBC 1132A.5.1 EXCEPTION 1

39"

CBC 1132A.5.1 EXCEPTION 1

39"

36"

30"

36"

24"

HIGH EFFICACY PATHWAY OUTDOOR LIGHT

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

L 1.11

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. 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

15' - 3" 0' - 0 1/8" 5' - 2 1/4" 12' - 0"

10' - 0 3/4"

25' - 6" 45' - 0" 13' - 2 7/8"

9' - 0"

3' - 0"

12' - 3 1/8"

5' - 0"

8' - 2 7/8"

5' - 6"

13' - 10 3/8"

6' - 9 1/8" 5' - 0"

31' - 1 3/4"

8' - 10 3/8"

13' - 4"

6' - 6 3/4"

11' - 3"

S 10' - 7 1/2"

7' - 6"

14' - 3" Balcony PER PLAN

12' - 6 7/8"

Balcony PER PLAN

13' - 9 7/8"

W6-c

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

15' - 10 3/4"

15' - 3"

Bedroom 12'-7"x12'-3"

13' - 4 3/4"

11' - 6"

12' - 3"

15' - 10 3/4"

12' - 0"

12' - 4 1/4"

12' - 9"

Bedroom 11'-9"x10'-6"

16' - 6"

0' - 0"

Balcony PER PLAN

11' - 11 3/8"

VARIES>=6'-0"

4' - 1 3/4"

6' - 0"

12' - 0"

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

60"

32' - 6 7/8"

4' - 6"

13' - 8 3/8"

0' - 5 1/8"

P-W4

4' - 10"

29' - 6"

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

3' - 7 1/8"

26' - 5 3/4"

4' - 8"

6' - 11 7/8" 15' - 3"

45' - 0"

37' - 6" 4 5

5' - 4 3/4"

11' - 3 1/2"

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

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

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

‐ ‐ ‐ ‐ ‐

1' - 2"

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

2' - 5 1/8"

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

1' - 6"

2' - 1"

8' - 8 1/8"

2' - 3"

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

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

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

2' - 1"

60"

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

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

8' - 9 3/4"

-0

60"

Entrance 5'-1"x7'-10"

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

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

W&D R4 3'-0" x 3'-6"

2W4

5' - 9 7/8"

2' - 9"

ADA Bath. 7'-2"x10'-7"

Master Ward. 5'-10"x5'-0"

4' - 7 1/4"

8' - 2 1/2"

Kitchen 6'-1"x9'-10"

5' - 0"

Entrance 5'-11"x9'-0"

Master Bed. 11'-6"x12'-4"

6' - 5 7/8"

60"

W&D 3'-11"x3'-6"

5' - 4 3/4"

Wardrobe 7'-0"x5'-0"

5' - 0"

Dining Area 11'-2"x5'-1"

Sitting Area 17'-10"x11'-2"

5' - 0"

8' - 2 1/2"

16' - 0"

12' - 4 3/8"

6' - 2 7/8"

2' - 6 3/8"

9' - 6 1/8"

3' - 4 3/4"

Master Bed. 12'-7"x12'-3"

17' - 10"

20' - 2 1/2"

0' - 9 3/4"

2' - 10"

3' - 6"

8' - 9 3/8"

5' - 2 1/8"

5' - 4 3/4"

7' - 4 3/4"

5' - 4 3/4"

25' - 0 7/8"

32' - 6"

11' - 6 1/4"

W4-S

33' - 6"

MIN 36"

5' - 4 3/4"

Wardrobe 6'-2"x5'-0"

2W4

BALCONY ABOVE

10' - 3"

BALCONY ABOVE

L 1.9

L 1.0

EQ L 1.0

S/D C/M

L 1.2

S/D C/M

8'-2 1/4"

L 1.9

L 1.0

EQ L 1.0

8'-2 1/4" Date

L 1.0

EQ L 1.2

S/D C/M

L 1.9

L 1.0

8'-2 1/4"

EQ S/D C/M

1' - 0"

EQ L 1.2

L 2.0

S/D C/M

8'-2 1/4"

L 1.0

L 1.1

L 1.0

8'-2 1/4"

L 1.7

9'-2 1/4"

L 1.0

8'-2 1/4"

L 1.0

EQ EQ

EQ 1' - 4"

L 1.0 L 1.1

EQ EQ EQ

EQ EQ

3' - 2"

L 1.0

S/D C/M

L 1.0

Revision Description

L 1.9

L 1.0

L 1.1

EQ EQ

L 1.9

S/D C/M

6' - 6"

EQ EQ

8'-2 1/4"

EQ EQ

EQ EQ L 1.0

2014-51R

L 1.1

1' - 0"

L 2.0

L 1.0

DP NO. L 1.0

L 1.0

L 1.1

8'-2 1/4"

L 1.2

S/D C/M

L 1.0

EQ EQ EQ

L 1.0

8'-2 1/4"

EQ L 1.2

L 1.0

8'-2 1/4"

1' - 0"

L 1.0

EQ EQ

L 1.1

L 1.0

2' - 6"

1' - 0" EQ

L 1.4

0' - 6"

9'-2 1/4"

L 1.4 2' - 2" L 1.4

L 2.0

L 1.4

3' - 4"

L 1.0

8'-2 1/4"

L 1.0

1' - 0"

L 1.1

9'-2 1/4"

L 1.1

L 1.0

S/D C/M L 1.0

S/D C/M

L 1.0

S/D C/M

EQ L 1.0

L 1.7

2' - 0"0' - 9"

L 1.0

L 1.1

8'-2 1/4"

L 1.1

EQ EQ

L 1.1

1' - 0"

2' - 6"

L 1.1

EQ EQ

S/D C/M

L 1.1

L 1.0

8'-2 1/4"

9'-2 1/4"

L 1.0

EQ L 1.0

L 1.0

L 1.1

L 1.0

1' - 0"

L 1.1

L 1.0

L 1.1

L 1.0

0' - 8"

L 1.0

L 1.1

9'-2 1/4"

L 1.5

0' - 8"

11' - 0" L 1.5

EQ 5' - 0"

8'-2 1/4"

9'-2 1/4"

L 1.0

9'-2 1/4"

L 1.1

4' - 0"

1' - 0"

9' - 4"

L 1.0

L 1.5

L 1.0

2' - 6"

L 1.1

BALCONY ABOVE

0' - 10"

L 2.0

6' - 11 7/8"

EQ EQ EQ

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

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

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

0-B

1076 SF

335 SF

885 SF

02/19/18

2-D

STUDIO

LIGHTING LEGEND 30"

48" MIN.

36" 12"

PUSH SIDE

34"

PUSH SIDE

42"

60" DIA. CIRCLE

CARBON MONOXIDE ALARMS:

MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR

48"

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) .

L 1.1

2HR W6 WOOD STUD WALL TYPICAL RM SEP. WALL

L 1.2

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

CBC FIGURE 11A-8F

CBC 1132A.5.1 EXCEPTION 1

39"

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

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:

ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS .

L 1.5

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

RM SEP. LOADBEARING WALL HIGH EFFICACY RECESSED FLUORESCENT LIGHTING L 1.6

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

2HR UNIT SEP. WALL @ STAIRCASE

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

CHARLES COMPANY

L 1.11

CBC 1132A.5.1 EXCEPTION 1

39"

36"

24"

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

36"

30"

5th & Harbor

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

HIGH EFFICACY PATHWAY OUTDOOR LIGHT

30"

PROJECT NAME:

18"

34"

48" DIA. CIRCLE

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

48"

PULL SIDE

ADDITIONAL NOTES: TYPICAL W6 WOOD STUD WALL

CBC 1126A.3

44"

SYMBOL DESCRIPTION L 1.0

18"

36" DIA. CIRCLE

TRASH RM SHAFT WALL

LOCATION OF WINDOWS IN THE UNIT LAYOUT DIFFERS DEPENDING ON THE LOCATION OF THE UNIT IN THE PROJECT- REFER TO FLOOR PLANS PULL SIDE

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

2-C

TWO BEDROOM

Date

TWO BEDROOM

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

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

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. PORCELAIN TILE CONCRETE. CONCRETE. CONCRETE.

PAINT. PAINT. PAINT. PAINT. CONCRETE. CONCRETE. PAINT. CONCRETE. CONCRETE. CONCRETE.

MDF. N/A N/A N/A

PORCELAIN TILE CONCRETE. CONCRETE. CONCRETE.

PAINT. CONCRETE. CONCRETE. CONCRETE.

MDF. N/A N/A N/A

PORCELAIN TILE CONCRETE. CONCRETE. CONCRETE.

PAINT. CONCRETE. CONCRETE. CONCRETE.

PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

DP NO.

2014-51R

02/27/18

CONCRETE. CONCRETE. VINYL PLANK. PORCELAIN TILE PORCELAIN TILE PORCELAIN TILE CONCRETE. CONCRETE. CONCRETE. CONCRETE.

PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT. PAINT.

CEILING

N/A N/A MDF. MDF. MDF. MDF. N/A N/A N/A N/A

CONCRETE. CONCRETE. PAINT. PAINT. PAINT. PAINT. CONCRETE. PAINT/ PORCELAIN TILE CONCRETE. CONCRETE. PAINT. PAINT. PAINT. PAINT. CONCRETE. CONCRETE. CONCRETE. CONCRETE.

PORCELAIN TILE VINYL PLANK. VINYL PLANK. VINYL PLANK. VINYL PLANK. VINYL PLANK. VINYL PLANK. VINYL PLANK.

WALL

‐ ‐ ‐ ‐ ‐

CONCRETE. CONCRETE. PAINT. PAINT. PAINT. PAINT. CONCRETE. CONCRETE. CONCRETE. CONCRETE.

CONCRETE. CONCRETE. VINYL PLANK. VINYL PLANK. PORCELAIN TILE PORCELAIN TILE CONCRETE. CONCRETE.

PORCELAIN TILE WD WD WD WD WD WD WD

FLOOR

CONCRETE. CONCRETE. PAINT. PAINT. PAINT. PAINT. CONCRETE. PAINT.

N/A N/A MDF. MDF. MDF. MDF. N/A PORCELAIN TILE

UNIT-BALCONY UNIT-BATH RM UNIT-BEDROOM UNIT-CLOSET UNIT-ENTRANCE UNIT-KITCHEN UNIT-LIVING RM UNIT-W&D CLOSET

BASE

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

Floor Finish

TYPE.

Revision Description

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

Base Finish

Ceiling Finish

NAME

Wall Finish

Date

RM NO.

UNIT RM FINISH SCH. L1-4

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

PROJRCT DOOR SCHEDULE - LEVEL 3&4

SAFETY GLAZING

10" SMOOTH SURFACE THRESHOLD

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". 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)

6'-0"

7'-0" MEET ADA RQ.

MEET ADA RQ.

TYP. EXIT DOOR 90 MIN. RATED @ 2HR.

TWO WAY SW. EXIT DOOR. 90 MIN. RATED @ 2HR.

ELEVATOR DOOR

OVERHEAD ROLLING METAL TRASH DOOR

ELECTRICAL ROOM DOOR, 45 MIN. RATED @1 HR.

TYP. UNIT ENTRY DOOR 20 MN RATED @ 1HR

TYP. UNIT BALCONY DOOR

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.

TYPE

13. PROVIDE MINIMUM STUD/RAFTER SIZING TO ACCOMMODATE INSULATION.PROVIDE 2X12, 2X8 AND 2X6 FOR R-30,R-19 AND R-13 RESPECTIVELY.

WxH

FUNCTION

DOOR OPERATION

MATL.

FINISH

GLAZING

PROJRCT DOOR SCHEDULE - LEVEL 1&2 MATL.

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 87 88

C F1 F1 F1 F1 F1 C C C C C C F1 F1 C F1 C C C T2 C F1 F1 F1 F2 F1 F1 T1 T2 U1 U1 U1 T2 F1 C F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F4 U1 U1

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 6'-8" 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 6'-8" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 6'-8" 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" 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" 5'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0"

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 TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR WALL OPENING UNIT ENTRANCE DOOR UNIT ENTRANCE DOOR

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 OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING VOID OUTSWING OUTSWING

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 STEEL STEEL STEEL STEEL STEEL STEEL NR WOOD WOOD

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

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

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

PAINTED PAINTED PAINTED PAINTED PAINTED

N/A N/A N/A N/A N/A

STEEL STEEL STEEL STEEL STEEL

PAINTED PAINTED

N/A N/A

1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 21 22 23 24 25 26

U1 U2 U2 U1 U2 U1 U2 U1 U1 U2 U2 U1 U1 U2 U2 U1 U2 U1 U1 U2 U1 U2 U1 U2 U2

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 UNIT BALCONY DOOR UNIT BALCONY DOOR

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 AL/GL AL/GL

PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED PAINTED ANODIZED ANODIZED PAINTED ANODIZED PAINTED PAINTED ANODIZED PAINTED ANODIZED PAINTED ANODIZED ANODIZED

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 DUAL, TEMPERED DUAL, TEMPERED

FRAME FINISH RATING EGR. ADA

WOOD WOOD

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 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 45 MIN NR 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 90 MIN 45 MIN 45 MIN 20 MIN 20 MIN 20 MIN 45 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 NR 20 MIN 20 MIN

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

WOOD ALUM. ALUM. WOOD ALUM. WOOD ALUM. WOOD WOOD ALUM. ALUM. WOOD WOOD ALUM. ALUM. WOOD ALUM. WOOD WOOD ALUM. WOOD ALUM. WOOD ALUM. ALUM.

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

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 NR NR

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

NO. 27 28 29 30 31

TYPE U1 F1 F1 F1 F1

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 F1 63 F2 64 T2 Grand total: 143

WxH

FUNCTION

DOOR OPERATION

MATL.

FINISH

GLAZING

MATL.

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"

UNIT ENTRANCE DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR TYP. EXIT DOOR

OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING

WOOD STEEL STEEL STEEL STEEL

PAINTED PAINTED PAINTED

N/A N/A N/A

WOOD STEEL STEEL

PAINTED

N/A

STEEL

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 6'-8"

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 TYP. EXIT DOOR EGRESS DOOR TYP. EXIT DOOR

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 OUTSWING TWO WAY SWING OUTSWING

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

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

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

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

FRAME FINISH RATING EGR. ADA PAINTED PAINTED PAINTED PAINTED PAINTED

20 MIN 90 MIN 90 MIN 90 MIN 90 MIN

No Yes Yes Yes Yes

Yes Yes Yes Yes Yes

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 45 MIN

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 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

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 F1 62 F2 63 F1 64 T2 Grand total: 128

GLAZING

MATL.

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 TYP. EXIT DOOR EGRESS DOOR TYP. EXIT DOOR TYP. EXIT DOOR

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 OUTSWING TWO WAY SWING OUTSWING OUTSWING

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

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

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

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

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 45 MIN

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 TYP. EXIT DOOR EGRESS DOOR TYP. EXIT DOOR TYP. EXIT DOOR

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 OUTSWING TWO WAY SWING OUTSWING OUTSWING

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

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

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

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 45 MIN

DP NO.

2014-51R

02/26/18

8'-0"

7'-0"

SAFETY GLAZING

FINISH

THRESHOLD

6"X6" LOUVERS OCCURS IN TRASH ROOMS

HOLLOW METAL FRAME PAINTED

MATL.

‐ ‐ ‐ ‐ ‐

THRESHOLD

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.

FUNCTION

10" SMOOTH SURFACE

5. PROVIDE MIN. 32" WIDE FOR ALL INTERIOR ACCESSIBLE DOOR ROOMS, BATHROOMS & ETC.

U2 U1 U2 U1 U1 U2 U2 U1 U2 U1 U1 U2 U2 U1 U1 U2 U2 U1 U1 U2 U2 U1 U2 U1 U1 U2 U1 U2 U2 U1 U2 U1 U1 U2 U1 U2 U1 U2 U1 U2 U1 U2 U2 U1 U1 U2 U2 U1 U2 U1 U1 U2 U2 U1 F1 F1 F1 F2 F1 F1 F1 F2 F1 T2

WxH

Date

10" SMOOTH SURFACE

4'-10"

HOLLOW METAL FRAME PAINTED

FLUSH PANEL SOLID CORE,PAINTED. VIEW

0'-10"

HOLLOW METAL FRAME PAINTED

3'-0"

HINGE

7'-0"

FLUSH HOLLOW METAL PAINTED

3'-0"

6'-8"

FLUSH HOLLOW METAL PAINTED

3'-0"

8'-0" MIN. 7'-6" CLERANCE

HINGE

MIN. 36"

HINGE

CALL BUTTON

SURFACE CLOSER W.O 6' x 6" LOUVERS OCCURS IN TRASH ROOMS

7'-0"

SURFACE CLOSER W.O 6' x 6" LOUVERS OCCURS IN TRASH ROOMS

9 1/2"

FINISH FLOOR

3'-0"

7'-0"

3'-0"

9 1/2"

7'-0"

3'-0"

6'-0"

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.

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 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64

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

2. ALTERNATE WINDOW FRAME SHALL BE EXPOSED WOOD ON ALUM. FRAME.

DOOR OPERATION

Date

1. ALL OPENING TO HAVE SECURITY ALARM SYSTEM.

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"

4'-0"

FLUSH PANEL HOLLOW CORE, PAINTED WOOD FRAME, PAINTED 10" SMOOTH SURFACE

THRESHOLD

0'-10"

10" SMOOTH SURFACE

0'-10"

FINISH FLOOR

UNIT DOOR SCHEDULE TYPE 6'-8"

WOOD FRAME, PAINTED

2'-10"

HINGE

6'-8"

FLUSH PANEL HOLLOW CORE, PAINTED

6'-0"

6'-8"

HINGE

5'-0"

MEET ADA REQ.

TYP. UNIT INTERIOR DOOR TYP. UNIT BATHROOM INTERIOR DOOR

TYP. UNIT CLOSET DOOR

UNIT OOR TAG:

DOOR @ LEVEL

DOOR TYPE NO.

LV. TP. NO.

TYP. UNIT FOLDING CLOSET DOOR

TYP. UNIT WASHER AND DRYER ROOM DOOR

WxH

R2 2'-10" x 6'-8" G: 1 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: 510

DOOR FUNCTION OPERATION

MATL.

FINISH

RM CLOSET DOOR

OUTSWING

WOOD

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

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

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

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

MATL.

FRAME FINISH RATING EGR. ADA PAINTED

WOOD WOOD WOOD WOOD

PAINTED PAINTED PAINTED PAINTED

NR NR NR NR

No No No No

Yes No No No

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

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

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

UNIT DOOR LEGEND

‐ ‐ ‐ ‐ ‐

DOOR NUMBER, COUNT BY LEVEL

1/4" = 1'-0"

DP NO.

02/27/18

Date

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 TYPE

WINDOW NOMINAL SIZE WINDOW TYPE

LOCATION

STAIRCASE EX. WALL 3'-6" x 5'-0"

FIXED WINDOW

A B F1 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 SLIDING WINDOW FIXED WINDOW SLIDING WINDOW SLIDING WINDOW SLIDING WINDOW SLIDING WINDOW SLIDING WINDOW

3'-6" x 5'-0" 5'-0" x 8'-0" 3'-0" x 8'-0" 7' x 7-'6"' 7' x 7'-6" 6' x 7' 6" 6' x 6'-6"' 5'-0" x 6'-6"

SC-1 PANEL SCH.

GLAZING

MARK 1-a 1-b 1-c 1-d 1-e 1-f

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

T.B.D T.B.D T.B.D T.B.D T.B.D T.B.D T.B.D T.B.D

9 6 12 9 82 12 32 97

PANLE TYPE SOLID WALL GLASS GLASS GLASS SOLID WALL GLASS

PANEL FINISH AREA PLASTER 187 SF 57 SF 57 SF 57 SF WOOD 128 SF 54 SF

SC-2 PANEL SCH.

HEIGHT 13'-4 1/2" 10'-3" 10'-3" 10'-3" 0'-0" 10'-3"

WIDTH 17'-1" 5'-6 3/8" 5'-6 1/8" 5'-6 1/8" 0'-0" 5'-3 1/4"

MANUFACTURE TBD ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD ARCADIA TC770

MARK 2-a 2-b 2-c 2-d

MIN. 6'-0"

AREA 81 SF 158 SF 86 SF 139 SF

HEIGHT 10'-3" 0'-0" 10'-3" 0'-0"

WIDTH 7'-10 3/8" 0'-0" 8'-4 3/8" 0'-0"

MANUFACTURE ARCADIA TC770 TBD ARCADIA TC770 TBD

WIDTH 5'-3 1/4" 5'-3 1/4" 5'-6 5/8"

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 25 SF 47 SF 7 SF

HEIGHT 4'-9" 8'-10 1/2" 1'-5"

7'-7"

16'-5 1/2"

5'-5 1/8"

15'-7 3/8" 8'-6 5/8"

6'-7 3/8"

8'-0 1/2" VARIES. SEE WINDOW SCHDULE

FIXED

SAFETY GLAZINGSAFETY GLAZING

5'-8 3/8"

2-b

BASIC WALL, SEE WALL SCH. & FINISH SCH.

SEE DOOR SCH.

1-b

1-c

1-d

1-f

2-d

10'-6"

0'-6"

BASIC WALL, SEE WALL SCH. & FINISH SCH.

10'-6"

FIXED

10'-6"

FIXED

10'-6"

FIXED

MIN. 1'-6"

FIXED

3'-6"

FIXED

3'-6"

SLIDING

SLIDING FINISH FLOOR

3'-6"

1-a

2-a

5'-0"

SLIDING

5'-8 3/8"

3-a

9'-0"

SLIDING

8'-0" MAX. 9'

SLIDING

7'-6"

6'-6"

8'-0"

6'-6"

SLIDING

FIXED SAFETY GLAZINGSAFETY GLAZING

3-b

15'-6"

3'-0"

5'-0"

3'-6"

2-c

FIXED 6'-0"

6'-0"

7'-0"

3'-6"

BASIC WALL, SEE WALL SCH. & FINISH SCH. S

SLIDING WINDOW 5' x 6'-6"

SLIDING WINDOW 5' x 8'

SLIDING WINDOW 6' x 6'-6"

SLIDING WINDOW 6' x 7'-6"

SLIDING WINDOW 7' x 7'-6"

SLIDNING WINDOW 7' x 7'-6"

FIXED WINDOW 3'-6" x 5'

FIXED WINDOW 3' x 7'-6"

MARK 4-a 4-b 4-c 4-d 4-e 4-f 4-j

PANLE TYPE GLASS GLASS SOLID WALL GLASS GLASS GLASS SOLID WALL

PANEL FINISH

AREA 85 SF 85 SF 18 SF 43 SF 82 SF 81 SF 17 SF

PLASTER

SC-5 PANEL SCH.

HEIGHT 13'-9" 0'-0" 1'-5" 7'-2" 0'-0" 13'-9" 1'-5"

WIDTH 6'-1 7/8" 0'-0" 12'-8 5/8" 5'-11 3/4" 0'-0" 5'-10 1/2" 12'-2 3/8"

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 71 SF GLASS 111 SF SOLID WALL PLASTER 43 SF

FIXED

SAFETY GLAZING

BASIC WALL, SEE WALL SCH. & FINISH SCH.

WIDTH 15'-0 1/8" 15'-0 1/8" 15'-3 1/2"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 TBD

MARK 6-a 6-b 6-c 6-d 6-e 6-f 6-g 6-h

FIXED

SAFETY GLAZING

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

FIXED BASIC WALL, SEE WALL SCH. & FINISH SCH.

SAFETY GLAZING

BASIC WALL, SEE WALL SCH. & FINISH SCH.

PANLE TYPE PANEL FINISH GLASS GLASS GLASS GLASS GLASS GLASS SOLID WALL PLASTER SOLID WALL PLASTER

AREA 28 SF 14 SF 36 SF 36 SF 36 SF 35 SF 5 SF 24 SF

SC-2 ELEVATION 1/4" = 1'-0"

SC-6 PANEL SCH.

HEIGHT 4'-9" 7'-4 1/2" 2'-11"

FIXED

TYP. STOREFRONT CURTAIN WALL, SEE SCH.

WINDOW LEGENDS 1/4" = 1'-0" SC-4 PANEL SCH.

FIXED

3'-0"

SC-7 PANEL SCH.

HEIGHT 0'-0" 2'-5" 0'-0" 8'-10 1/2" 8'-10 1/2" 8'-10 1/2" 1'-5" 1'-5"

WIDTH 0'-0" 5'-11 3/4" 0'-0" 4'-0 7/8" 4'-0 7/8" 3'-11 5/8" 3'-3 5/8" 16'-11 3/8"

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

3-c

BASIC WALL, SEE WALL SCH. & FINISH SCH.

SC-3 ELEVATION 1/4" = 1'-0"

SC-8 PANEL SCH.

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

AREA 59 SF 8 SF 22 SF 58 SF 8 SF

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

WIDTH 0'-0" 5'-11 1/4" 5'-11 3/4" 0'-0" 5'-10 1/2"

MANUFACTURE ARCADIA TC770 TBD ARCADIA TC770 ARCADIA TC770 TBD

WIDTH 5'-7 3/4" 5'-7 3/4" 6'-0"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 TBD

‐ ‐ ‐ ‐ ‐

5'-0"

1'-6"

5'-0"

SAFETY GLAZING

SC-9 PANEL SCH. MARK 9-a 9-b 9-c

PANLE TYPE PANEL FINISH AREA GLASS 7 SF GLASS 42 SF SOLID WALL PLASTER 17 SF

HEIGHT 1'-3" 7'-5 1/2" 2'-11"

26'-6 5/8" 6'-1 7/8"

3'-4 1/4"

15'-3 1/2"

6'-2"

4'-3 1/8"

7'-6"

5'-0"

21'-8 3/4" 7'-2 7/8"

7'-2 7/8"

7-b

7-d

7-f

FIXED

SAFETY GLAZING

4-j

FIXED

SAFETY GLAZING

12'-0"

FIXED

SC-5 ELEVATION 4 1/4" = 1'-0"

SAFETY GLAZING

BASIC WALL, SEE WALL SCH. & FINISH SCH.

6-g

SAFETY GLAZING

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'-2 7/8" 8'-10 3/4"

FIXED

SAFETY GLAZING

6-h

DP NO.

7-h BASIC WALL, SEE WALL SCH. & FINISH SCH.

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 6 1/4" = 1'-0"

8-b

SEE WALL SCH. & FINISH SCH.

WIDTH 3'-8 3/4" 6'-0 3/8" 5'-1 5/8" 5'-0 5/8" 3'-10 7/8" 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

8-e

SC-8 ELEVATION 7 1/4" = 1'-0"

SC-12 PANEL SCH.

HEIGHT 9'-7" 3'-9" 9'-7" 9'-7" 2'-1" 2'-1"

2014-51R

SAFETY GLAZING

9-c

SEE WALL SCH. & FINISH SCH.

SEE DOOR SCHEDULE

SC-6 ELEVATION 5 1/4" = 1'-0" SC-11 PANEL SCH.

AREA 44 SF 6 SF 23 SF 56 SF 8 SF

SC-13 PANEL SCH.

HEIGHT 10'-3" 1'-5" 3'-9" 10'-3" 1'-5"

WIDTH 4'-4" 4'-6 1/8" 5'-11 7/8" 5'-5 3/8" 5'-7 1/2"

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 51 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 7/8" 0'-0" 5'-11 3/4" 0'-0" 5'-0 3/4" 10'-2 7/8" 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 66 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 1/8" 6'-5" 6'-4 3/4" 6'-0 1/8" 0'-0" 6'-4 7/8" 6'-5 1/4" 19'-8 3/8" 19'-8 5/8"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD TBD

16'-5 7/8" 4'-6"

6'-2"

4'-0"

6'-2"

5'-4 1/8"

11-a

11-b

11-c

11-d

4'-6 7/8"

6'-2"

5'-9"

12-a

12-c

12-d

5'-2"

5'-4 1/8"

6'-7 1/4"

5'-4 1/8"

6'-7 1/4"

6'-2"

6'-7 1/8"

6'-7 3/4"

14-d

13-c

SAFETY GLAZING

SEE WALL SCH. & FINISH SCH.

10-b

SEE WALL SCH. & FINISH SCH.

10-f

10-j

SAFETY GLAZING

SEE WALL SCH. & FINISH SCH.

SAFETY GLAZING

SEE WALL SCH. & FINISH SCH.

11-e

SEE DOOR SCHEDULE

SAFETY GLAZING

11-f

FIXED

SAFETY GLAZING

SEE WALL SCH. & FINISH SCH.

12-b

12-e

SC-10 ELEVATION 1/4" = 1'-0"

SC-11 ELEVATION 1/4" = 1'-0"

SC-15 PANEL SCH. HEIGHT 10'-3 1/2" 1'-5"

FIXED

SAFETY GLAZING

SEE WALL SCH. & FINISH SCH.

13-f

14-e

FIXED

SAFETY GLAZING

13-g

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 35 SF 55 SF 36 SF 55 SF 36 SF 55 SF 34 SF 53 SF 36 SF

HEIGHT 5'-9" 8'-10 1/2" 5'-9" 8'-10 1/2" 5'-9" 8'-10 1/2" 5'-9" 8'-10 1/2" 1'-5"

SC-16 PANEL SCH.

SEE WALL SCH. & FINISH SCH.

14-h

14-f

14-g

FIXED

SAFETY GLAZING

14-i

SEE WALL SCH. & FINISH 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" 5'-11 1/2" 5'-11 1/2" 25'-3 7/8"

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

AREA 28 SF 43 SF 28 SF 43 SF 34 SF 14 SF 29 SF 43 SF 14 SF 7 SF

HEIGHT 5'-9" 8'-10 1/2" 5'-9" 8'-10 1/2" 5'-9" 2'-3 1/2" 5'-9" 8'-10 1/2" 1'-5" 1'-5"

6'-5 1/8"

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

21'-5 1/4"

6'-1 3/4" 5'-1 1/4"

5'-1"

SEE DOOR SCHEDULE

SC-14 ELEVATION 14 1/4" = 1'-0"

SC-18 PANEL SCH.

25'-5 1/8" 6'-5 1/8"

SEE DOOR SCHEDULE

SC-13 ELEVATION 13 1/4" = 1'-0"

SC-12 ELEVATION 1/4" = 1'-0"

SC-17 PANEL SCH. WIDTH 6'-7" 6'-10 3/8"

FIXED

14-c

SEE DOOR SCHEDULE SEE DOOR SCHEDULE

PANLE TYPE PANEL FINISH AREA GLASS 68 SF SOLID WALL PLASTER 10 SF

FIXED

14-b

10'-6"

SAFETY GLAZING

FIXED

14-a

13-e

1'-6"

SAFETY GLAZING

FIXED

13-d

12'-0"

SAFETY GLAZING

FIXED

13-b

6'-6"

FIXED

1'-6"

FIXED

13-a

12'-0"

FIXED

6'-6"

FIXED

1'-6"

FIXED

12'-0"

10-i

9'-10"

10-h

2'-2"

10-e

12'-0"

10-d

10'-6"

10-a

MARK 15-a 15-b

6'-2"

SAFETY GLAZING

SEE DOOR SCHEDULE

6'-2"

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

5'-1"

4'-11 3/8"

AREA 27 SF 41 SF 27 SF 42 SF 35 SF 14 SF 29 SF 45 SF 29 SF 45 SF 14 SF 15 SF

SC-19 PANEL SCH.

HEIGHT 5'-9" 8'-10 1/2" 5'-9" 8'-10 1/2" 5'-9" 2'-3 1/2" 5'-9" 8'-10 1/2" 5'-9" 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 29 SF 44 SF 29 SF 45 SF 34 SF 14 SF 28 SF 43 SF 15 SF 7 SF

HEIGHT 5'-9" 8'-10 1/2" 5'-9" 8'-10 1/2" 5'-9" 2'-3 1/2" 5'-9" 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"

MANUFACTURE ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 ARCADIA TC770 TBD TBD

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

21'-10" 5'-3"

5'-3 1/2"

5'-3"

6'-2"

5'-2"

421 N HARBOR BLVD. SANTA ANA CA 92703

3'-0"

16-g

17-a

17-c

17-e

17-g

18-a

18-c

16-f

16-h

FIXED

SAFETY GLAZING

18-i

19-e

19-g

FIXED

17-h

18-b

18-d

18-h

18-j

19-b

19-d

19-h

FIXED

BASIC WALL, SEE WALL SCH. & FINISH SCH.

SAFETY GLAZING

FIXED

SAFETY GLAZING

17-i

17-j

BASIC WALL, SEE WALL SCH. & FINISH SCH.

SAFETY GLAZING

BASIC WALL, SEE WALL SCH. & FINISH SCH.

FIXED

SC-17 ELEVATION 17 1/4" = 1'-0"

SC-15 ELEVATION 1/4" = 1'-0" 16

SC-16 ELEVATION 1/4" = 1'-0"

FIXED

SAFETY GLAZING

BASIC WALL, SEE WALL SCH. & FINISH SCH.

18-k

SC-19 ELEVATION 1/4" = 1'-0"

FIXED

SAFETY GLAZING

1'-6"

16-i

FIXED

1'-6"

BASIC WALL, SEE WALL SCH. & FINISH SCH.

SAFETY GLAZING

1'-6"

15-b

WINDOW SCHEDULE 1/4" = 1'-0"

16'-6"

16'-6" 17-d

SEE DOOR SCHEDULE

19-c

19-f

SAFETY GLAZING

BASIC WALL, SEE WALL SCH. & FINISH SCH.

19-a

OWNER:

17-b

9'-0"

16-d

9'-0"

FIXED

16-b

18-g

18-f

16'-6"

17-f 15-a

18-e

6'-0"

16-e

9'-0"

16-c

6'-0"

16-a

6'-0"

SHEET TITLE:

1'-6"

5'-2"

4'-0"

FIXED

FIXED SAFETY GLAZING

6'-6"

27'-2 3/8"

20'-10 1/8"

4'-6"

10-g

10-c

1'-6"

4'-6"

02/26/18

4'-6"

6'-2"

1'-6"

3'-2 1/4"

HEIGHT 0'-0" 1'-5" 3'-8" 0'-0" 10'-3" 1'-5" 3'-8" 10'-3" 10'-3" 1'-5"

12'-0"

FIXED

Date

AREA 30 SF 4 SF 22 SF 44 SF 44 SF 12 SF 22 SF 44 SF 43 SF 12 SF

FIXED

6-f

9-b

PANLE TYPE PANEL FINISH GLASS SOLID WALL PLASTER GLASS GLASS GLASS SOLID WALL PLASTER GLASS GLASS GLASS SOLID WALL PLASTER

6-e

SEE DOOR SCHEDULE

SC-10 PANEL SCH. MARK 10-a 10-b 10-c 10-d 10-e 10-f 10-g 10-h 10-i 10-j

FIXED

6-d

5-c

BASIC WALL, SEE WALL SCH. & FINISH SCH.

SEE DOOR SCHEDULE

SC-4 ELEVATION 3 1/4" = 1'-0"

FIXED SAFETY GLAZING

BASIC WALL, SEE WALL SCH. & FINISH SCH.

4-c

9-a

SAFETY GLAZING

1'-6"

BASIC WALL, SEE WALL SCH. & FINISH SCH.

8-d

Date

SAFETY GLAZING

8-c FIXED

Revision Description

SAFETY GLAZING

8-a

6'-0"

7-g

1'-6"

SAFETY GLAZING

6-c

3'-0"

FIXED

6-a

7-e

SAFETY GLAZING

1'-6"

FIXED

7-c

6'-6"

FIXED

6'-0"

SAFETY GLAZING

7'-6"

5-b

FIXED

6'-2"

6-b

14'-0"

4-f

7'-6"

4-e

15'-6"

4-b

15'-6"

SAFETY GLAZING

4-a

6'-0 3/8"

5-a 4'-0"

4-d

18'-2 3/8"

1'-6"

6'-2"

7'-6"

6'-4 7/8"

3'-0"

6'-4 7/8"

18-l

BASIC WALL, SEE WALL SCH. & FINISH SCH.

FIXED

SAFETY GLAZING

19-i

19-j

SEE DOOR SCHEDULE

SC-18 ELEVATION 1/4" = 1'-0"

CHARLES COMPANY

SHEET NUMBER:

A‐8.6

NOTES:

NOTES: NOTES:

NOTES:

USE 5/8" W.R. GYP. BD. (INSTEAD OF TYPE "X" GYP. BD.) IN WET SPACES.

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 STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING. SEE INTER. ELEVS. & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCURS

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

SEE ROOM FIN. SCHEDULE & INTER. ELEVATIONS FOR ANY ADDITIONAL WALL FINISHES.

SHAFT

ADDITIONAL THIN-SET CER. TILE IN BATHROOM AREAS

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

INTER.

EXTER.

INTER.

UTILIZE W.R. GYP. BD. IN ALL WET SPACES / ROOMS

EXPOSE CONC. FIN. - LIGHT SAND BLASTING W/ VAPOR BARRIER SEAL COAT FIN.

5/8"

ADDITIONAL THIN-SET CER. TILE IN BATHROOM AREAS

5/8"

4 3/4"

3 1/2"

1/2"

5/8"

5 1/2"

R-19 INSULATION BATT INSULATION

C.I.P. CONC. WALL - SEE STRUC. DWGS.

1/2"

5/8"

5/8" TYPE "X" GYP. BD. - UTILIZE W.R. GYP. BD. WITHIN WET SPACES

1" CLR. AIR SPACE

2X6 WOOD STUDS @ 16" O.C. 2X4 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

5/8" TYPE "X" GYP. BD. - UTILIZE W.R. GYP. BD. WITHIN WET SPACES

INTER.

FURRING WALL WHERE OCCURS

INTER.

INTER. FURRING WHERE OCCUR - PART OF TENEANT IMPROVEMENT - N.I.C.

UL: U419

N/A G

2S C

SCALE 1 1/2"-1' 0"

BRUSH CONC. WALL IN PARKING STRU.

C"X"

SCALE 1 1/2"-1' 0"

TYPICAL INTER. RM SEPE. WALL

N/A

SCALE 1 1/2"-1' 0"

2 HR FR SHEAR W/ 2X6 WOOD STUD

Hs G

STC: 34

C"X"

2W4

STC: 66

STC: 34

UL: U419

UL: U419 STC: 66

5/8" TYPE "X" GYP. BD. O/STUD FRMN'G. UTILIZE 5/8" W.R. GYP. BD. IN WET SPACE

ADDITIONAL THIN-SET CER. TILE IN BATHROOM AREAS

INTER.

2X4 STUDS @ 16" O.C. - SEE STRUC. DWGS.

ADDITIONAL THIN-SET CER. TILE O/ 1/2" CEM. BD. (O/ WALL ASSEMBY) IN BATHROOM AREAS

SCALE 1 1/2"-1' 0"

INTER. DEMISING WALL W/ FURRED WALL

2W4

S G

NOTES:

3/4" EXTER. GRADE PLY-WD. SHEATHING OVER STUD FRAMING. SEE STRUC. DWGS.

ADDITIONAL 3/4" PLY-WD., WHERE REQ. BY STRUC.

2X4 STUDS @ 16" O.C. - SEE STRUC. DWGS. ADDITIONAL 3/4" PLY-WD., WHERE REQ. BY STRUC.

5/8"

10 1/4"

5/8" 1/2"

R-19 BATT INSULATION WITHIN STUD FRAMING 1" CLR. AIR SPACE

5/8" TYPE "X" GYP. BD. O/ STUD FRMN'G. - USE 5/8" W.R. GYP. BD. IN WET SPACES

R-19 BATT INSULATION WITHIN STUD FRAMING

2 LAYERS OF 5/8" TYPE "X" GYP. BD. O/ STUD FRMN'G. - USE 5/8" W.R. GYP.BD. IN WET SPACES

C.I.P. CONC. WALL - SEE STRUC. DWGS. 5/8" TYPE "X" GYP. BD. O/ STUD FRMN'G. - USE 5/8" W.R. GYP. BD. IN WET SPACES

1/2" CEMENT BD.

UL: U419

S a/b

SCALE 1 1/2"-1' 0"

Ps a/b

BLDG. WALL @ OPEN WALKWAY

S a/b

SCALE 1 1/2"-1' 0"

INTER. DEMISING WALL W/ FURRED WALL

a/b

2W4

H G

NOTES:

EXTER.

NOTES:

EXTER.

SEE ROOM FIN. SCHEDULE & INTER. ELEVATIONS FOR ANY ADDITIONAL WALL FINISHES.

IN BATHROOMS, UTILIZE THINSET CER. TILE O/1/2" CEM. BD. IN LIEU OF GYP. BD.

3/4" EXTER. GRADE PLY-WD. SHEATHING OVER STUD FRAMING. SEE STRUC. DWGS.

PLUMBING PIPES WHERE OCCUR SEE PLUMBING DWGS & FLR. PLN. 1/2" CLR. AIR SPACE

5/8" TYPE "X" GYP. BD. O/ STUD FRMN'G. - USE 5/8" W.R. GYP.BD. IN WET SPACES

2x"X" STUDS @ 16" O.C. - SEE STRUC. DWGS.

8" EXPOSED REINFORCED CMU

INTER.

UTILIZE W.R. GYP. BD. IN ALL WET SPACES / ROOMS

EXTERIOR METAL PANEL, SEE ELEVATION

ADDITIONAL 3/4" PLY-WD., WHERE REQ. BY STRUC.

2X4 FURRING STUDS AT MAX. 16" O.C.

CONCAVE TOOLED JOINT

5/8"

5 1/2"

3/4" 2 1/8"

SOLID GROUT ALL CELLS, SEE STRUCT. DWGS

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

1" CLR. AIR SPACE

UL: U419 W6

STC: 66

STC: 55

UL: U419

S AM

SCALE 1 1/2"-1' 0"

EXTER. EXPOSE CMU WALL

SCALE 1 1/2"-1' 0"

1-HR EXT. WALL W/ WOOD STUD (ACM)

SCALE 1 1/2"-1' 0"

INTER. DEMISING WALL W/ FURRED WALL

2W4

NOTES:

USE 5/8" W.R. GYP. BD. (INSTEAD OF TYPE "X" GYP. BD.) IN WET SPACES.

N/A

NOTES:

2W4

STC: 66

N/A N/A

N/A

2LAYERS 5/8" TYPE "X" GYP. BD. O/STUD FRMN'G. - UTILIZE 5/8" W.R. GYP. BD. IN WET SPACE

SEE STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING.

UL: U419

2X4 STUDS @ 16" O.C. - SEE STRUC. DWGS.

ADDITIONAL THIN-SET CER. TILE O/ 1/2" CEM. BD. (O/ WALL ASSEMBY) IN BATHROOM AREAS

INTER.

02/05/18

Date

R-19 BATT INSULATION WITHIN STUD FRAMING

PROJECT NAME:

EXTER.

INTER.

7/8" EXTER. WOOD SIDING PANEL, SEE ELEVATION 3/4" EXTER. GRADE PLY-WD. SHEATHING OVER STUD FRAMING. SEE STRUC. DWGS.

5TH & HARBOR

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 5/8" TYPE "X" GYP. BD. O/STUD FRMN'G.-USE5/8"W.R GYP. BD. IN WET SPACES.

2x"X" STUDS @ 16" O.C. - SEE STRUC. DWGS.

5/8"

TWO COAT 7/8" EXTER, CEM. PLASTER W/ GALV. MTL LATH (NAILED TO CONC.) O/W.P. MEMB.

ADDITIONAL 3/4" PLY-WD., WHERE REQ. BY STRUC.

PROJECT ADDRESS:

421 N HARBOR BLVD. SANTA ANA CA 92703

5/8"

SELF ADHESIVE & SELF EXPANDING W.P. MEMBRANE

3/4"3/4"

SHEET TITLE:

5 1/2"

7/8"

WALL TYPES

R-19 INSULATION BATT INSULATION

5/8"

PER STRUCT.

SCALE 1 1/2"-1' 0"

C42-PF

C"X"

2014-51R

2W4

STC: 64

C42-PF

SCALE 1 1/2"-1' 0"

C39-W

C.I.P. BASE CONC. WALL W/EXTER. STONE

1-HR EXT. WALL W/ WOOD STUD (STUCCO)

DP NO.

UL: U314

STC: 54

S Cs

STC: 66

UL: U419

C"X"

STC: 66

1/2" PLY-WD.SHEATHING WHERE REQ. BY STRUC. DWGS.

UL: U419

THIN SET TILE - SEE INTER ELEV'S & RM.FIN. SCH.

Date

INTER.

R-13 ACOUSTICAL BATT INSULATION

INTER.

5 1/2"

INTERIOR FURRING WALL WHERE OCCUR. - SEE EX-16 FOR COMPONENTS

5/8"

INTER.

SEE INTER. ELEV'S & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCUR

Revision Description

FIN. ALL EXPOSE CONC. SURFACES PER RM. FIN. SCHED.

SEE INTER. ELEV'S & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCUR

7 1/2"

3/4"

5 1/2"

3/4"

7/8"

1/2"

2X4 STUDS @ 16" O.C. - SEE STRUC. DWGS

7/8"

SELF ADHESIVE & SELF EXPANDING W.P. MEMBRANE

PER STRUCT.

2 LAYERS OF 5/8" TYPE "X" GYP. BD. O/ STUD FRMN'G. - USE 5/8" W.R. GYP.BD. IN WET SPACES

2x"X" STUDS @ 16" O.C. - SEE STRUC. DWGS.

3/4" EXTER. GRADE PLY-WD. SHEATHING OVER STUD FRAMING. SEE STRUC. DWGS.

‐ ‐ ‐ ‐ ‐

R-13 ACOUSTICAL BATT INSULATION

11 1/2"

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.

STAIR

7/8" EXTER. CEM. PLASTER W/ GALV. MTL LATH O/ STUCCO PAPER O/ SHEATHING

5/8"

EXTER.

1/2" PLY-WD.SHEATHING WHERE REQ. BY STRUC. DWGS.

3 1/2" 1/2" 5/8"

WAINSCOT-THIN SET 1 1/4" THICK CAST STONE BD. (32"X16") O/SOLID LATEX CEM . - UTILIZE EPOXY CEM. BED IF REQ.

7/8" EXTER. CEM. PLASTER W/ GALV. MET LATH O/ STUCCO PAPER O/ SHEATHING

7 3/8"

EXTER.

SEE ROOM FIN. SCHEDULE & INTER. ELEVATIONS FOR ANY ADDITIONAL WALL FINISHES.

5 1/4"

EXTER.

UTILIZE W.R. GYP. BD. IN ALL WET SPACES / ROOMS

5/8" 5/8" 1/2" 3 1/2"

NOTES:

5 1/4"

NOTES:

7 3/4"

NOTES:

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.

R-19 BATT INSULATION WITHIN STUD FRAMING 2x"X" WOOD STUDS @ 16" O.C. - ALSO SEE STRUC. DWGS.

C.I.P. CONC. WALL - SEE STRUC. DWGS. FIN. ALL EXPOSE CONC. SURFACES PER RM. FIN. SCHED.

INTER.

C"X"

S a/b

1-HR EXT. WALL W/ WOOD STUD (WOOD SIDING)

OWNER:

SCALE 1 1/2"-1' 0"

CHARLES COMPANY

STC: 32

S a/b

SCALE 1 1/2"-1' 0"

SEE INTER. LEVEL'S. & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCUR

UL: U419

STC: 66

C"X"

STC: 66

EXTER. CONC. WALL W/ STUCCO FINISH

INTER.

SEE INTER. ELEV'S & RM. FIN. SCHED. FOR ANY ADDITIONAL FINISH IF OCCUR

UL: U419

1 1/2" = 1'-0"

IN BATHROOMS, UTILIZE THIN-SET CER. TILE O/1/2" CEM. BD. IN LIEU OF GYP. BD

5/8" TYPE "X" GYP. BD. O/ STUD FRMN'G. - USE 5/8" W.R. GYP. BD. IN WET SPACES

S c

TYP. INTER. WALL W/ 2X6 STUD & INSULATION

SCALE 1 1/2"-1' 0"

S G

SHEET NUMBER:

A‐9.1

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.

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"

11 7/8"

6 1/2"

3" 3/4"

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

INTER.

ADDITIONAL THIN-SET CER. TILE O/ 1/2" CEM. BD. (O/ WALL ASSEMBY) IN BATHROOM AREAS FURRING WALL WHERE OCCURS

GA#: WP7051 MS

STC: 48

Hs G

SCALE 1 1/2"-1' 0"

2-HR SHAFT WALL LOAD BEARING

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 1 1/2"-1' 0"

TYP. SHAFT WALL

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

5 1/4"

1" GYP. BD. LINER PANEL R-13 ACOUSTICAL BATT INSULATION

SHAFT

02/05/18

Date

1 1/4"

TWO LAYERS OF 5/8" TYPE "X" GYP. BD

Revision Description

INTER.

4" X 18 GA. CH. MTL. STUDS @ 16" O.C.

GA#: WP7051 M4

STC: 48

SCALE 1 1/2"-1' 0"

2 HR. MECHANICAL SHAFT WALL

NOTES: No

SEE STRUC. DWGS. FOR COMPLETE INFORMATION REGARDING MTL. STUD FRAMING.

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.

421 N HARBOR BLVD. SANTA ANA CA 92703

5/8" 6 5/8"

SHEET TITLE:

WALL TYPES

3" 1/2"

5/8"

7/8"

1/2" EXTER. GRADE PLY-WD. SHEATHING OVER STUD FRAMING. SEE STRUC. DWGS.

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"

SHAFT

OWNER:

GA#: WP7051 ?

2 HR. MECHANICAL SHAFT WALL AT EXTER.

CHARLES COMPANY

SH-4

STC: 48 SCALE 1 1/2"-1' 0"

SH-4

SHEET NUMBER:

A‐9.2

FLOOR TYPE FL 11 1

FLOOR TYPE FL 10 1

FLOOR TYPE FL 22 2

FLOOR TYPE FL 21 2

FLOOR TYPE FL 20 2

FLOOR TYPE FL 32 3

FLOOR TYPE FL 31 3

FLOOR TYPE FL 30 3

SCALE: 1 1/2"=1'-0"

Revision Description

Date

SCALE: 1 1/2"=1'-0"

Date SCALE: 1 1/2"=1'-0"

SCALE: 1 1/2"=1'-0"

FLOOR TYPE FL 23 2

SCALE: 1 1/2"=1'-0"

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

SHEET TITLE:

DETAILS: FLOOR ASSEMBLY AS INDICATED OWNER:

FLOOR TYPE FL 40 4 SCALE: 1 1/2"=1'-0"

SHEET NUMBER:

A-9.3

ROOF DRAIN DETAIL, TYP 8

ROOF DRAIN W/ OVERFLOW, TYP 4

OVERFLOW DETAIL 11

ROOF DRAIN DETAIL 7

ROOF DRAIN DIAGRAM 3

PARAPET DETAIL, TYP. 6

GUARDRAIL AT WOOD DECK, TYP 2

SCALE: 3"=1'-0"

Date SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

Revision Description

SCALE: 3"=1'-0"

SCALE: 3" = 1'-0"

PLUMBING VENT DETAIL, TYP 12

Date

SCALE: 3"=1'-0"

CONDUIT FLASHING @ ROOF 16

ROOFTOP CONDENSING UNITS, TYP. 20

PROJECT NAME:

MECHANICAL SCREEN ON ROOF, TYP. 5 SCALE: 3"=1'-0"

SHORT WALL ON ROOF, TYP. 1

5th & Harbor

SCALE: 3"=1'-0"

PROJECT ADDRESS:

SHEET TITLE:

DETAILS: ROOF AS INDICATED OWNER:

SHEET NUMBER:

A-9.4

Date Revision Description No

Date No

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

2 HOUR SHAFT DETAIL, TYP 13 SCALE: 3"=1'-0"

BATHROOM CEILING ASSEMBLY, TYP 9 SCALE: 3"=1'-0"

DEMISING WALL DETAIL, TYP 5 SCALE: 3"=1'-0"

HALLWAY WALL DETAIL, TYP 1 SCALE: 3"=1'-0"

SHEET TITLE:

DETAILS: INTERIOR AS INDICATED OWNER:

SHEET NUMBER:

A-9.6

FIXED WINDOW HEAD DETAIL, TYP 12

SLIDING WINDOW HEAD DETAIL, TYP 4

SLIDING WINDOW JAMB DETAIL, TYP 11

DOUBLE SLIDING WINDOW JAMB DETAIL, TYP 3

SCALE: 3"=1'-0"

FIXED WINDOW, SLIDING ABV, JAMB DETAIL, TYP 2 SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

SLIDING WINDOW JAMB DETAIL, TYP 14

SLIDING WINDOW JAMB DETAIL, TYP 16

Date

Revision Description

Date

SCALE: 3"=1'-0"

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

SLIDING WINDOW JAMB DETAIL, TYP 13 SCALE: 3"=1'-0"

FIXED WINDOW SILL DETAIL, TYP 9 SCALE: 3"=1'-0"

SLIDING WINDOW SILL DETAIL, TYP 5 SCALE: 3"=1'-0"

SLIDING WINDOW SILL DETAIL, TYP 1 SCALE: 3"=1'-0"

SHEET TITLE:

DETAILS: WINDOWS AS INDICATED OWNER:

SHEET NUMBER:

A-9.10

DOOR DETAIL AT BATHROOM, TYP 20 SCALE: 3"=1'-0"

TILE WALL CORNER DETAIL, TYP 4

SLIDING DOOR HEADER, TYP 15

TUB BASE DETAIL, TYP 11

TUB APRON AT BASE DETAIL, TYP 7

TILE WALL EDGE DETAIL, TYP 3

INDOOR DUCT GRILLE, TYP 10

OUTLET BOX DETAIL, TYP 6

WALLS INTERSECTION, TYP 2

SCALE: 3"=1'-0"

DOOR JAMB, TYP 18

Revision Description

Date

SCALE: 3"=1'-0"

Date

SCALE: 3"=1'-0"

BATH GLASS ECLOSER DETAIL, TYP 8

SCALE: 3"=1'-0"

DOOR HEADER, TYP 19

TILE AT TUBE DETAIL, TYP 12

PROJECT NAME:

5th & Harbor PROJECT ADDRESS:

DOOR THRESHOLD, TYP 17 SCALE: 3"=1'-0"

SOFFIT DETAIL W/SPREINKLERS, TYP 5 SCALE: 3"=1'-0"

SOFFIT DETAIL, TYP 1 SCALE: 3"=1'-0"

SHEET TITLE:

DETAILS

AS INDICATED OWNER:

SHEET NUMBER:

A-9.11

‐ ‐ ‐ ‐ ‐

DP NO.

02/26/18

Date

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.

02/26/18

Date

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