‐ ‐ ‐ ‐ ‐
Date Revision Description No
01
02/14/17
Date No
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
COVER SHEET
5th 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‐000
SHEET INDEX
G - 1.01
PROJECT INFORMATION
G - 1.02
SURVEY (SHOWN FOR REFFERENCE ONLY)
G - 1.03
SURVEY (SHOWN FOR REFFERENCE ONLY)
G - 1.04
SITE SETBACK (SHOWN FOR REFFERENCE ONLY)
G - 1.05
CONDITIONS OF APPROVAL
G - 1.06
CONDITIONS OF APPROVAL
G - 1.07
CONDITIONS OF APPROVAL
G - 1.08
CONDITIONS OF APPROVAL
A - 10.11
ROOF DETAIL
A - 10.12
WATER FOUNTAIN & ROOF HATCH
A - 10.13
HAUL ROUTE
A - 10.14
POOL ACCESSE CALGREEN
E-1
GENERAL NOTES & LEGEND
LP - 1
PLANTING PLAN - GROUND LEVEL
A - 11.1
CALGREEN
E-2
1-LINE, SERVICE CALCS & SERVICE ELEVATION
LP - 1A
HYDROZONE PLAN - GROUND LEVEL
E-3
2ND LEVEL SUBTERRANEAN PARKING ELECTRICAL LAYOUT
LP - 2
PLANTING PLAN - PODIUM LEVEL
C-1
TITLE SHEET
E-4
1ST LEVEL SUBTERRANEAN PARKING ELECTRICAL LAYOUT
LP - 2A
HYDROZONE PLAN - PODIUM LEVEL
C-2
PRECISE GRADING SHEET
E-5
1ST FLOOR ELECTRICAL LAYOUT
LP - 3
PLANTING DETAILS
C-3
COMPOSITE UTILITY SHEET
E-6
MEZZ. FLOOR ELECTRICAL LAYOUT
LI - 1
IRRIGATION PLAN - GROUND LEVEL
C-4
EROSION CONTROL SHEET
E-7
2ND FLOOR ELECTRICAL LAYOUT
LI - 2
IRRIGATION PLAN - PODIUM LEVEL
ST - 1
TITLE SHEET
E-8
3RD FLOOR ELECTRICAL LAYOUT
LI - 3
IRRIGATION DETAILS
ST - 2
STREET PLAN
E-9
ROOF ELECTRICAL LAYOUT
E - 10
TYPICAL RESIDENTIAL UNIT ELECTRICAL LAYOUT
E - 11
INDOOR LIGHTING COMPLIANCE DOCUMENTS
E - 12
OUTDOOR LIGHTING COMPLIANCE DOCUMENTS
A - 0.3
ACCESSIBILITY NOTES
A - 0.4
UNIT LAYOUT / ACCESSIBILITY
A - 0.5
EGRESS AND OCCUPANCY PLAN
A - 0.6
EGRESS AND OCCUPANCY PLAN
A - 0.7
UTILITY PLAN
A - 0.8
FIRE RATING ANALYSIS
A - 1.0
SITE PLAN
A - 2.0
SECOND BASEMENT FLOOR PLAN
A - 2.1
FIRST BASEMENT FLOOR PLAN
A - 2.2
GROUND FLCOOR PLAN
A - 2.3
MEZZANINE FLOOR PLAN
A - 2.4
SECOND FLOOR PLAN
A - 2.5
THIRD FLOOR PLAN
A - 2.6
ROOF PLAN
A - 4.0
NORTH & SOUTH ELEVATION
A - 4.1
EAST & WEST ELEVATION
A - 5.0
SECTION A
A - 5.1
SECTION B
A - 5.2
SECTION C
A - 5.3
SECTION D
A - 5.4
SECTION E
A - 6.0
WALL SECTION 1
A - 6.1
WALL SECTION 2
A - 6.2
WALL SECTION 3
A - 6.3
WALL SECTION 4
A - 6.4
WALL SECTION 5
A - 7.0.1
STAIR PLANS & SECTIONS
A - 7.0.2
STAIR PLANS & SECTIONS
A - 7.0.3
STAIR PLANS & SECTIONS
A - 7.0.4
STAIR PLANS & SECTIONS
A - 7.1.1
STAIR DETAILS
A - 7.1.2
STAIR DETAILS
A - 7.1.3
GUARDRAIL DETAIL
A - 7.2
ELEVATOR REQUIREMENTS
A - 7.3
ELEVATOR DETAILS
A - 7.4
ELEVATOR DETAILS
A - 7.5
ELEVATOR DETAILS
A - 7.6
ELEVATOR DETAILS
A - 7.7
ELEVATOR DETAILS
A - 8.0
UNIT LAYOUT
A - 8.1
RESTROOM PLANS & ELEVATIONS
A - 8.2
ROOF SCREEN DETAIL
A - 9.0
DOOR SCHEDULE
A - 9.1
WINDOW SCHEDULE
A - 9.2
FINISH SCHEDULE A
A - 9.3
FINSIH SCHEDULE B
S 1.0.2
GENERAL NOTES
S 1.1.1
TYP. CONC. REINF. & TYP. CONC. SLAB ON GRADE DETAILS
S 1.1.2
TYP. CONC. FTG. DETAILS
S 1.2.1
TYP. WOOD BM. & JOISTS CONN. DETAILS
S 1.2.2
TYP. WOOD DRAG CONN. DETAILS
S 1.2.3
TYP. WOOD DRAG CONN. DETAILS
M - 1.1
EQUIPMENT SCHEDULES, NOTES & LEGEND
S 1.2.4
TYP. WOOD POST DETAILS
M - 2.0
MECH. 2ND BASEMENT FLOOR PLAN
S 1.2.5
TYP. WOOD SHEAR WALL DETAILS
M - 2.1
MECH. 1ST BASEMENT FLOOR PLAN
S 1.2.6
TYP. WOOD HOLDOWN DETAILS
M - 2.2
MECHANICAL GROUND FLOOR PLAN
S 1.2.7
TYP. WOOD HOLDOWN DETAILS
M - 2.3
MECHANICAL MEZZ. FLOOR PLAN
S 1.2.8
TYP. WOOD DIAPHRAGM DETAILS
M - 2.4
MECHANICAL 2ND. FLOOR PLAN
S 1.2.9
TYP. WOOD PENETRATION DETAILS
M - 2.5
MECHANICAL 3RD. FLOOR PLAN
S 1.3.1
TYP. ELEVATOR DETAILS
M - 2.6
MECHANICAL ROOF PLAN
S 1.4.1
TYP. STL. BM. CONN. DETAILS
S 1.4.2
TYP. STL. COLUMN DETAILS
S 1.5.1
TYP. CMU REINF. & WALL DETAILS
S 2.0.1
FOUNDATION LEVEL P-2
S 2.0.2
LEVEL P-1 FRAMING PLAN
S 2.0.3
LEVEL P-1 ADD'L REINF. PLAN (EAST-WEST)
P - 0.1
PLUMBING GENERAL NOTES, LEGENDS, EQUIPMENTS, SCHEDULES AND SHEET INDEX
S 2.0.4
LEVEL P-1 ADD'L REINF. PLAN (NORTH-SOUTH)
P - 2.2
PLUMBING GROUND FLOOR PLAN (SEWER)
S 2.1.1
GROUND LEVEL FRAMING PLAN
P - 2.3
PLUMBING MEZZANINE PLAN (SEWER)
S 2.1.2
GROUND LEVEL ADD'L REINF. PLAN (EAST-WEST)
P - 2.3A
PLUMBING MEZZANINE PLAN (WATER & GAS)
S 2.1.3
GROUND LEVEL ADD'L REINF. PLAN (NORTH-SOUTH)
P - 2.4
PLUMBING 2ND FLOOR PLAN
S 2.1.4
MEZZ. LEVEL SLAB PLAN
P - 2.5
PLUMBING 3RD FLOOR PLAN
S 2.1.5
MEZZ. LEVEL ADD'L REINF. PLAN (EAST-WEST)
P - 2.6
PLUMBING ROOF PLAN
S 2.1.6
MEZZ. LEVEL ADD'L REINF. PLAN (NORTH-SOUTH)
P - 3.0
PLUMBING ENLARGED FLOOR PLAN
S 2.1.7
MEZZ. LEVEL TIE DOWN & FRAMING PLAN
P - 5.0
PLUMBING WATER RISER DIAGRAMS
S 2.2.1
LEVEL 2 (PODIUM) SLAB PLAN
P - 5.1
PLUMBING WATER RISER DIAGRAMS
S 2.2.2
LEVEL 2 (PODIUM) ADD'L REINF. PLAN (EAST-WEST)
P - 5.2
PLUMBING WASTE/VENT RISER DIAGRAMS
S 2.2.3
LEVEL 2 (PODIUM) ADD'L REINF. PLAN (NORTH-SOUTH)
P - 5.4
PLUMBING GAS RISER DIAGRAMS
S 2.2.4
LEVEL 2 (PODIUM) TIE DOWN & LEVEL 2 FRAMING PLAN
S 2.3.1
LEVEL 3 FRAMING PLAN
SD - 2.0
LOWER PARKING (BASEMENT)
S 2.4.1
ROOF FRAMING PLAN
SD - 2.1
UPPER PARKING (BASEMENT)
S 2.5.1
STAIR ROOF FRAMING PLAN
SD - 2.2
GROUND FLOOR PLAN
S 3.0.1
CONCRETE SLAB DETAILS
SD - 2.3
MEZZ FLOOR PLAN
S 3.0.2
CONCRETE SLAB DETAILS
SD - 2.4
SECOND FLOOR PLAN
S 3.1.1
CONC. COLUMN SCHEDULE & DETAILS
SD - 2.5
THIRD FLOOR PLAN
S 3.2.1
CONC. BEAM SCHEDULE AND DETAILS
SD - 2.6
ROOF PLAN
S 3.4.1
CONC. FOUNDATION DETAILS
SD - 3.0
DETAILS
S 3.5.1
CONCRETE DETAILS
SD - 4.1
RISER
S 3.5.2
CONCRETE DETAILS
S 3.5.3
CONCRETE DETAILS
S 4.0.1
DETAILS
S 4.0.2
DETAILS
S 4.0.3
DETAILS
MECHANICAL ‐ ‐ ‐ ‐ ‐
ACCESSIBILITY NOTES
GENERAL NOTES
-
A - 0.2
S 1.0.1
PLUMBING
No
ACCESSIBILITY NOTES
LANDSCAPE
A - 11.0
STRUCTURAL
A - 0.1
DESCRIPTION
ELECTRICAL
CIVIL (FOR REFERENCE ONLY)
ARCHITECTURAL
SHEET
02/14/17
G - 1.00
FOUNDATION DETAIL
DESCRIPTION
01
COVER SHEET
A - 10.10
SHEET
Date
G - 000
DESCRIPTION
Revision Description
GENERAL PROJECT DATA
SHEET
No
DESCRIPTION
Date
SHEET
PROJECT NAME:
A - 10.2
TYPICAL WALL DETAILS
A - 10.3
PARAPET, WINDOW HEAD & SILL DETAILS
A - 10.4
BALCONY, CANOPY, RAILING DETAILS
A - 10.5
FIRE PARTITION DETAIL
A - 10.5.1
FIRE PARTITION DETAIL
A - 10.5.2
WALL-FLOOR ASSEMBLY
STRUCTURAL - SHORING
5th & Harbor PROJECT ADDRESS:
SH - 1
SHORING GENERAL NOTES
SH - 2
SHORING PLAN
SH - 3
SHORING ELEVATIONS
SH - 4
SHORING ELEVATIONS
SH - 5
SHORING DETAILS
SH - 6
SHORING DETAILS
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
SHEET INDEX
OWNER:
CHARLES COMPANY A - 10.6
PLANTER DETAIL
A - 10.7
WALL/FLOOR ASSEMBLY DETAIL
A - 10.8
FIRESTOP DETAILS
A - 10.9
TYPICAL DOOR DETAIL
SHEET NUMBER:
G‐1.00
PROJECT INFORMATION JURISDICTION
VICINITY MAP
FIRE DEPARTMENT CODE REQUIREMENTS
ABBREVIATIONS
GENERAL NOTES
CITY OF SANTA ANA
ZONING
SP2 HARBOR CORRIDOR PLAN
BUILDING OCCUPANCY
PARKING GARAGE
% 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.
GROUP S-2 OCCUPANCY
RESIDENTIAL
GROUP R-2 OCCUPANCY
COMMERCIAL
SITE
GROUP A-2 OCCUPANCY
TABLE 508.4 REQUIRED SEPERATION OF OCCUPANCIES (SPRINKLERED BUILDING)
A-2 TO R-2
OCCUPANCY SEPERATIONS
1HR.
RESIDENTIAL
1HR.
COMMERCIAL
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
NO SEPARATION REQUIEMENT
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.
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
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
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
1. PROVIDE AN NFPA 13 FIRE SPRINKLER SYSTEM THROUGHOUT ALL PORTIONS OF THIS PROJECT. SECTIONAL VALVES ARE REQUIRED; DDCA AND OTHER EXTERIOR FIRE SPRINKLER SYSTEM SHALL BE INSTALLED PER WATER COMPANY AND ORANGE COUNTY FIRE AUTHORITY (OCFA) WITH THE PLANNING DEPARTMENT SCREENING REQUIREMENTS. DENSITY MAY CHANGE BASED ON BLDG. ACCESS, FURTHER REVIEW REQ.
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS REQUIRED DUE TO HIS FAILURE TO DO SO. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, COORDINATING, AND SCHEDULING OF ALL INSPECTIONS AND TESTS INDICATED ON THE PLANS AND SPECIFICATIONS RECOMMENDED BY THE SOILS REPORT AND/OR REQUIRED BY ANY GOVERNMENTAL AGENCY.
2. PROVIDE AN NFPA 72 AUTOMATIC DETECTION SYSTEM IN COMMON AREAS, MANUAL PULLS, WATERFLOW TAMPER AND A COMPLETE AUTOMATIC MANUAL FIRE ALARM SYSTEM, AUDIBLE VISUAL SYSTEM SHALL BE PROVIDED PER PUBLIC MODE REQUIREMENTS. ALL INTERIOR CORRIDORS SHALL BE PROTECTED WITH SYSTEM PHOTO ELECTRIC DETECTION DEVICES AS APPROVED BY OCFA.
3. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES AND STUBS TO THE BUILDING (S) AS MAY BE INDICATED ON THE PLANS.
3. PROVIDE AN OFFSITE REPORTING SYSTEM PER NFPA 72 REQUIREMENTS, SYSTEM SHALL BE ORGANIZED TO ADD ADDITIONAL SYSTEM SUCH AS HOOD SYSTEMS FOR CLASS 1 HOODS.
4. CONTRACTOR SHALL BE REQUIRED TO BRING ALL UTILITY LINES (WATER, SEWER (S), GAS, AND ELECTRICAL), TO WITHIN 5'-0" OF THE BUILDING TO TERMINATION POINTS AS INDICATED ON THE PLANS READY FOR CONNECTION.
4. ALL PARAPETS OVER 5 FEET SHALL HAVE CATWALKS AND LADDERS AS APPROVED BY OCFA. CATWALKS SHALL BE CAPABLE OF SUPPORTING FIREFIGHTERS AND EQUIPMENT WEIGHING 500 POUNDS. 5. ALL FASCIA AND WALL TOPS SHALL BE CONSTRUCTED OF SOLID MATERIALS, FIRE DEPARTMENT AND BUILDING DEPARTMENT REVIEW AND APPROVAL REQUIRED FOR ALL OTHER PROPOSED MATERIALS.
5. THE SOILS REPORT ESTABLISHES THE RECOMMENDATIONS FOR EARTHWORK CONSTRUCTION AND SAID RECOMMENDATIONS ARE A PART OF THE CONSTRUCTION CONTRACT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR FINDINGS AND CONCLUSIONS IN THE SOILS REPORT AND INCLUDES IT IN SPECIFICATIONS FOR REFERENCE ONLY. CONTRACTOR SHALL NOTIFY THE ARCHITECT, ENGINEER, AND OWNER OF ANY DISCREPANCY BETWEEN THIS REPORT AND THE PLANS PRIOR TO BEGINNING WORK. THE MORE STRINGENT REQUIREMENT SHALL APPLY.
6. PROVIDE A KNOX KEY ACCESS SYSTEM AS APPROVED BY ORANGE COUNTY FIRE AUTHORITY (OCFA).
3 HOUR
NON-BEARING - EXT WALLS:
1 HOUR UNDER 30 FT; 0 HOUR OVER 30 FT
NON-BEARING - INT WALLS:
FLOOR CONSTRUCTION:
0 HOUR
SYMBOLS / NOTES
2 HOUR
ROOF CONSTRUCTION
COLUMN OR REFERENC ELINES
x
STRUCTURAL FRAMING:
1 HOUR
BEARING WALLS-EXT:
1 HOUR
BEARING WALL-INT:
DOOR SYMBOL
SP2 HARBOR MIXED USE TRANSIT CORRIDOR LINED BLOCK (40-50 D,U,/ACRE) STOOP (W 5TH & N FIGUEROA ST)/SHOP FRONT (N HARBOR BLVD)
xx
x x
x
DOOR NUMBER
GROSS SITE AREA: 1.85 ACRES (80,639 SF) PROPOSED D.U. : 94 PROPOSED DENSITY: 50.8 D.U./ACRE
x
EQUIPMENT NUMBER
- SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION - STRUCTURAL CONCRETE OVER 2500 PSI - FIELD WELDING - HIGH-STRENGTH BOLTS - EXPANSION/EPOXY ANCHORS - STRUCTURAL MASONRY
DEMOLITION SYMBOL
REVISION SYMBOL REVISION NUMBER SECTION SYMBOL
x Ax - xx
x A -xx
1 HOUR UNDER 30 FT; 0 HOUR OVER 30 FT
PROJECT INFO
x A - xx
X TEXT
NON-BEARING - INT WALLS:
AUTOMATIC FIRE SPRINKLERS
xxx
0 HOUR
FLOOR CONSTRUCTION:
2 HOUR
ROOF CONSTRUCTION
3 HOUR
SITE ADDRESS:
SECTION IDENTIFICATION SHT. NUMBER
FULLY SPRINKLERED
FIRE STANDPIPES AT EACH STAIR EXIT STAIR CORE
FIRE ALARM
YES
FLOOR
PARKING SPACES
SEE ZONING SUMMARY
LEVEL1
WHEN SPECIAL INSPECTION IS REQUIRED, THE ARCHITECT OR ENGINEER OF RECORD SHALL PREPARE AN INSPECTION PROGRAM WHICH SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
SHT. NUMBER ELEVATION SYMBOL ROW DESIGNATION SHT. NUMBER ELEVATION NUMBER ROOM NAME
GRADE PLANE CALCS (SEE SITE PLAN & SURVEY)
17. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY PER CITY AND LOCAL CODE REQUIREMENTS.
6. ACCESS FOR EMERGENCY FIRE AND MEDICAL PERSONNEL. I. A) CONCRETE SURFACES BETWEEN THE STREET AND MAIN ENTRANCE FOR EACH BUILDING SHALL BE PAVED TO ALLOW THE ROLLING OF A MEDICAL GURNEY. II B) MOTORIZED EMERGENCY ACCESS GATE(S), DOORS, GATES AMD ELECTRIC BARRIERS SHALL HAVE "KNOX" KEY SWITCH(S). 7. MAIN DRIVE AND STREET SHALL SUPPORT A MINIMUM 68.000 POUND GROSS VEHICLE WEIGHT. 8. PROVIDE MANUAL/AUTOMATIC FIRE ALARM SYSTEM (AUTOMATIC IS SMOKE DETECTORS AND HEAT DETECTORS) AS REQUIRED BY THE 2013 CA FIRE AND BUILDING CODES FOR COMPLETE COVERAGE OF THE BUILDING, HVAC, HOOD SYSTEMS AND DAMPERS SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM. 100% COVERAGE SHALL BE PROVIDED FOR SMOKE DETECTION SYSTEM. THE FIRE SPRINKLER AND FIRE ALARM SYSTEM SHALL COMPLY WITH NFPA 13, 72 AND 2013 CFC CHAPTER 9 FOR FUNCTION AND FIRE DEPARTMENT DISPATCH.
R-2
S-2
9. OWNER/OWNER REPRESENTATIVE SHALL PROVIDE FIRE HYDRANTS AT LOCATIONS APPROVED BY THE FIRE MARSHAL, TESTED AND OPERATING PRIOR TO THE STORAGE OR THE COMMENCEMENT OF CONSTRUCTION. CONTACT OCFA FIRE PREVENTION FOR LOCATION AND SPECIFIC INFORMATION.
LEVEL2
18. ALL MATERIALS AND WORK SHALL CONFORM TO LATEST GOVERNING BUILDING CODES AND REGULATIONS. 19. COVER ALL CONCRETE SLAB SURFACES WITH CURING PAPER BEFORE STARTING ADJACENT CONCRETE SLABS. CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR SPLASHING OF FRESH CONCRETE SEE SPECIFICATIONS. 20. CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY PLUMBING, AIR CONDITIONING, AND OTHER TRADES, AND AS REQUIRED BY CODES. 21. PROVIDE A MINIMUM OF TWO (5) AIR CHANGES PER HOUR, EXCEPT IN TOILET ROOMS WHERE A COMPLETE AIR CHANGE EVERY 15 MIN. IS REQUIRED. SUCH SYSTEMS SHALL BE VENTED TO THE OUTSIDE AIR REFER TO A.C. DRAWINGS. 22. SOLELY AS A CONVENIENCE TO THE OWNER, THE ARCHITECT MAY INCLUDE DOCUMENTS PREPARED BY CERTAIN CONSULTANTS OR INCORPORATE THE RECOMMENDATIONS OF SAID CONSULTANTS INTO DOCUMENTS PREPARED BY THE ARCHITECT, WITHIN THE SET OF DOCUMENTS ISSUED BY THE ARCHITECT. IT BEING EXPRESSLY UNDERSTOOD, THAT BY SUCH ISSUANCE, THE ARCHITECT ASSUMES NO LIABILITY FOR THE SERVICES OF SAID CONSULTANTS. 23. SHOULD DIMENSIONAL DISCREPANCIES BE DISCOVERED IN THE DRAWINGS, CONTRACTOR SHALL REPORT SAME TO ARCHITECT. DO NOT SCALE DRAWINGS. 24. SIGN CONTRACTOR TO OBTAIN SEPARATE APPROVALS AND PERMITS FROM GOVERNING AGENCIES FOR SIGNS. 25. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO FACE OF STUD CONCRETE, CONCRETE BLOCK, AND CENTERLINE OF STRUCTURAL STEEL COLUMNS. 26. COORDINATE LOCATION, ELEVATION AND FINISH OF ALL CONCRETE CURBS AND WALKS WITH ON SITE WORK CONFIRM WITH ARCHITECT ALL SLOPES AND NEW CURB HEIGHTS BEFORE INSTALLATION.
10. OWNER/OWNER REPRESENTATIVE SHALL PROVIDE HARD SURFACE ALL WEATHER ROADS FOR FIRE DEPARTMENT ACCESS DURING CONSTRUCTION, PLANS SHALL BE SUBMITTED FOR APPROVAL BY THE FIRE MARSHAL AND THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL BEFORE STORAGE OF MATERIALS OF THE COMMENCEMENT OF CONSTRUCTION. A SAFETY PLAN SHALL BE PREPARED FOR REVIEW AND APPROVAL BY THE FIRE DEPARTMENT, FIRE PREVENTION.
27. CONCRETE WALKS SHALL HAVE SCORING, TEXTURES, AND ACCENT MATERIALS IN CONFORMANCE WITH N.I.C. ON SITE IMPROVEMENT STANDARDS. VERIFY WITH ARCHITECT BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE THE WORK TO MAKE THE HARDSCAPE AS UNIFORM AND CONSISTENT AS POSSIBLE WITH SITE HARDSCAPE.
75.20'
NE CORNER
75.60'
SE CORNER
74.50'
11. ALL HOOD SYSTEMS, CLEAN AGENT SYSTEMS ETC. SHALL BE CONNECTED TO THE FIRE ALARM MONITORING PANEL FOR FIRE DEPARTMENT DISPATCH.
28. REQUIRED INSULATION: EXTERIOR WALLS AND ROOF SHALL BE R-19 BATT INSULATION. SEE WALL SECTIONS ON SHEETS A-10.2 AND BUILDING SPECIFICATIONS.
SW CORNER
74.20'
12. ALL CURBS IN DRIVEWAY SHALL BE PAINTED RED WITH WHITE LETTERS "NO PARKING FIRE LANE TOW AWAY" PLANS SHALL BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL.
29. CONTRACTOR SHALL REVIEW MECHANICAL PLANS FOR ALL REQUIRED TITLE 24 REQUIREMENTS FOR THIS PROJECT.
TOTAL
299.70 / 4
13. EMERGENCY GENERATOR (IF PROVIDED) SHALL RUN ALL LIFE SAFETY EQUIPMENT AND HAVE A REMOTE STATUS PANEL ON THE BUILDINGS FIRE ROOM.
30. ALL JOINTS AND OTHER OPENINGS THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED, OR OTHERWISE SEALED.
AVERAGE
74.92
31. CONTRACTOR TO PROVIDE COMPLYING PATH OF TRAVEL FROM ALL OCCUPIABLE AREAS TO A COMPLYING EXIT.
SE CORNER
52'-1"
14. PROVIDE A FIRE CONTROL ROOM ACCESSIBLE FROM THE EXTERIOR OF THE BUILDING AND/OR DRIVEWAY AS APPROVED BY OCFA. ROOM SHALL BE RATED AND CONTAIN ALL FIRE CONTROL AND INDICATING PANELS FOR LIFE SAFETY EQUIPMENT AND STATUS PANELS. LOCATION SHALL BE DETERMINED BY THE FIRE MARSHAL.
SW CORNER
47'.1"
TOP OF FINISHED FIRST FLOOR LEVEL
0'-1" - 1'-11"
LEVEL3
15. IF ELEVATOR(S) ARE INSTALLED, CABS AND SHAFTS ARE IN COMPLIANCE WITH ASME A17.1, A FIRE SPRINKLER, SMOKE DETECTOR, HEAT DETECTOR AND ACCESS HATCH WILL NOT BE REQUIRED AT THE TOP OF THE ELEVATOR SHAFT AS INDICATED IN NFPA 72. 16. ALL ELECTRICAL FIRE LIFE SAFETY EQUIPMENT SHALL BE CONTROLLED BY, CONNECT TO, ANNUNCIATE AT, AND RECEIVE POWER FROM THE FIRE CONTROL PANEL.
PARKING
APPLICABLE CODES STALL/UNIT
#UNITS
STALL/UNIT
RESIDENTIAL
2013 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R
GUEST
1.5/UNIT
94
RETAIL
2013 CALIFORNIA MECHANICAL CODE (CMC), PART4, TITLE 24 C.C.R.
0.25/UNIT
94
24
1/400
10,080 SF
TOTAL
37. GENERAL CONTRACTOR & HIS SUBCONTRCATORS ARE FULLY RESPONSIBLE FOR REVIEW OF THE DRAWINGS & ISSUES RELATED TO EACH TRADE PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DESCREPENCIES OR CONSTRUCTION CONDITIONS NEED TO BE REPORTED IMMEDIATELY TO THE ARCHITECT SO ALTERNATE SOLUTIONS CAN BE OBTAINED.
SITE SETBACK PLAN
26
38. GENERAL CONTRACTOR TO VERIFY THE DATE OF DRAWINGS ISSUED FOR CONSTRUCTION WITH THE ARCHITECT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE SUBCONTRACTORS SETS STAMPED: "ISSUED FOR CONSTRUCTION" PROVIDED BY THE ARCHITECT.
191
2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.
PROVIDED LEVEL1
49 (7 HANDICAP)
LEVEL2
55
LEVEL3
55
LEVEL4
60
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 2013 NFPA 13- INSTALLATION OF FIRE SPRINKLERS
TABLE 503 BUILDING HEIGHT AND AREAS
TOTAL
CONSTRUCTION TYPE
4 (70')
AREA
N/A
12,000
SEE BELOW
40,920
STORIES
UL
N/A
4 STORY
BICYCLE PARKING PROVIDED
27
R-2
N/A
UL
3 STORY
S-2 AREA
UL
N/A
N/A
UL
21,438,0 SF/STORY
UNIT TYPE
BED/BATH
NSF
# UNITS
SF TOTAL
UNIT 1A
1BED/1BATH
676
21
14196
UNIT 1B
1BED/1BATH
631
17
10727
UNIT 1C
1BED/1BATH
611
1
611
UNIT 1D
Aa= At+[At*lf] + [At*ls]
TOTAL 1BEDROOM
JT JT JT JT
JT JT JT JT
JT
JT
PROJECT NAME:
5th & Harbor JT
JT JT JT
1BED/1BATH
591
6
3546
JT
lf= [F/P - 0.25] W/30
PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
45
29,080
48% 5'-0" MIN SETBACK
10'-0"2'-0"
ALLOWABLE AREA /STORY
UNIT 2A
2BED/2BATH
984
23
22632
STREET & HIGHWAY EASEMENT
UNIT 2B
2BED/2BATH
923
6
5538
HIGHWAY EASEMENT
At
TABULAR AREA/STORY
12,000
lf
FRONTAGE INCREASE PER 506.2
0.41
UNIT 2C
2BED/2BATH
932
4
3728
ls
SPRINKLER INCREASE PER 506.3
2
UNIT 2D
2BED/2BATH
845
4
3380
PERIMETER FRONTING PUBLIC WAY
858,22
UNIT 2E
2BED/2BATH
734
3
2202
P
PERIMETER OF ENTIRE BUILDING
1,290.82
UNIT 2F
2BED/2BATH
829
3
2487
W
WIDTH OF PUBLIC WAY ( WHERE> 30',30' SHALL BE USED)
30
UNIT 2G
2BED/2BATH
840
6
5040
TOTAL 2BEDROOM GRAND TOTAL
49
45,007 74,087
323'-8" DRIVEWAY (NO GATE)
52% 100%
SHEET TITLE:
PROJECT INFORMATION
25'-0"
ORIGINAL PROPERTY LINE
F
Aa = 12,000 + [12,000*2] + [12,000*0.41] = 40,920
MIX%
JT
R-2 AREA INCREASE PER CBC 506.1
Lf= [858,22/1,290,82-0.25]30/30= 0.41
JT
UNIT MATRIX
30,271,57 SF/STORY
JT
PROPERTY LINE
+1 (+20)
N HARBOR BLVD CENTER LINE OF N HARBOR BLVD
As indicated
12'-0"
3 (50')
21
PROPERTY LINE
OWNER:
20'-0"
N/A
TOTAL
10'-0"
STORIES
15,387,15 SF/STORY
19'-10"
UL
8'-0" MAX SETBACK
4 (MINIMUUM)
JT
N/A
10,080 SF
JT
N/A
1/ 7,500 SF
19
JT JT
UL
RETAIL
94
1 STORY
A-2 AREA
1/ 5 UNIT
STALL REQ'D
JT
UL
RESIDENTIAL
#UNITS
JT
N/A
SPACE/UNIT
PROVIDED
JT JT JT
N/A
ALLOWED
8'-0" MAX SETBACK
UL
INCREASE
20'-0" MIN SETBACK
BYCYCLE PARKING REQUIRED
25'-0"
STORIES
TYPE V-A
PROPERTY LINE
17'-0"
PROPERTY LINE
TYPE I-A
39. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW DOCUMENTS, SPECS & ALL OTHER DOCUMENTS ASSOCIATED WITH CONSTRUCTION AND TO REVIEW ALL OTHER TRADES WORK & ADDRESS CONCERNS REGARDING PERMITING, SHOP DRAWINGS, SPECIAL FABRICATIONS, & COORDINATING WITH THE OWNER & ARCHITECT TO ACHIEVE THE SCHEDULE. 40. SIGN LOCATIONS AND SPECIFICATIONS ON ALL DRIVEWAYS PROHIBITING OPERATION OF TRUCK AND/OR TRAILER REFRIGERATION UNITS AND USE OF HORNS ON THE SITE AND PROHIBITING TRUCK DELIVERIES ANYWHERE ON THE SITE BETWEEN THE HOURS OF 10:00 P.M. AND 7:00 A.M.
W 5TH ST
GROUP
219
8'-0" MAX SETBACK
CENTERLINE OF N FIGUEROA ST
17'-0"
2013 CALIFORNIA FIRE CODE, PART9, TITLE 24 C.C.R.
N FIGUEROA ST
CENTERLINE OF W5TH ST
2013 CALIFORNIA ENERGY CODE, PART6, TITLE 24 C.C.R.
34. NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND OR OBTAIN NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY IS ALLOWED PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT.
141
2013 CALIFORNIA BUILDING CODE VOLUMES 1 & 2, TITLE 24 C.C.R. 2013 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.
33. ALL PATHS OF TRAVEL REQUIRE MAXIMUM 1/4" PER FOOT (2.08 %) SURFACE CROSS SLOPE OR UP TO 1/2" (4%) FOR A MAXIMUM OF 20' WHEN THERE IS A HARDSHIP.
36. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOILS ENGINEERING AND SPECIAL INSPECTORS AS NOTED.
SANT ANA MUNICIPAL CODE HARBOR MIXED USE TRANSIT CORRIDOR SPECIFIC PLAN
32. ALL PATHS OF TRAVEL REQUIRE A SMOOTH SLIP RESISTANT SURFACE, NOT INTERRUPTED BY STEPS, CURBS OR CHANGES IN LEVEL EXCEEDING 1/4" VERTICAL RISE OR UP TO 1/2" WHEN BEVELED 1:2.
35. A PERMIT FROM " DEPARTMENT OF PUBLIC WORKS" IS REQUIRED FOR A PROTECTION FENCE OR CANOPY ON OR OVER ANY STREET OR PUBLIC SPACE.
REQUIRED
2013 CALIFORNIA BUILDING STANDARDS CODE, TITLE 24, CALIFORNIA CODE OF REGULATIONS AS ADOPTED BY THE BSC, DSA AND SFM.
Aa
16. NO ADDITIONAL ROOF OPENINGS OR ROOF MOUNTED EQUIPMENT ARE ALLOWED BEYOND THAT WHICH IS SHOWN ON THESE PLANS WITHOUT WRITTEN CONSENT OF THE ARCHITECT AND HIS STRUCTURAL ENGINEER.
NW CORNER
LEVEL4
BUILDING HEIGHTS (SEE ELEVATIONS)
3. REQUIRED FIRE FLOW: A FIRE FLOW REQUIREMENT OF MINIMUM OF 3,500 GALLONS PER MINUTE FROM THREE (3) ADJACENT FIRE HYDRANTS AS DETERMINED BY THE FIRE MARSHAL. ANY AND ALL UPGRADES TO SURROUNDING WATER MAIN(S) TO MEET THE MINIMUM REQUIRED FIRE FLOW SHALL BE AT THE SOLE COST OF THE APPLICANT.
5. ALL FIRE SPRINKLER SYSTEMS, EXISTING, NEW, MODIFIED FIRE SPRINKLER PIPING AND SYSTEMS SHALL MEET THE 2013 CA FIRE CODE AND THE 2013 EDITION OF NFPA. FIRE SPRINKLER ALARM AND TAMPERS SWITCHES, ARE REQUIRED, PER FLOOR WITH A ZONED ANNUNCIATOR IN THE LOBBY(S) FOR FIRE DEPT. USE ALL MODIFIED AND NEW FIRE SPRINKLERS SYSTEMS SHALL BE GIVEN A FIVE-YEAR TEST CERTIFICATE YPON COMPLETION OF CONSTRUCTION. AND SHALL SHOW THAT ANNUAL INSPECTIONS BY A LICENSED CONTRACTOR ARE CURRENT.
AREA SUMMARY A-2
15. THE BOOK OF SPECIFICATIONS ARE A PART OF THIS CONTRACT.
ROOM NUMBER
4 STORY MIXED USE PROJECT WITH 94 MARKET RATE ONE AND TWO BEDROOM UNITS DESIGNED AROUND 3 STORY PARKING GARAGE WITH
14. ALL WOOD TRIM SHALL BE BACK- PRIMED WITH A MINIMUM ONE (1) COAT PAINT PRIOR TO INSTALLATION.
2. ALL HEATING, VENTILATION, AND AIR CONDITIONING SUPPLY SYSTEM WITH DUCT SMOKE DETECTORS SHALL ANNUNCIATE AT, BE POWERED FROM AND RESET BY THE FIRE ALARM CONTROL PANEL. PROVIDE SMOKE EVACUATION SYSTEM AND THE PARKING AREAS BELOW GRADE WITH SUPERVISION, STATUS AND HOA CONTROLS. THE INSTALLATION SHALL MEET REQUIREMENTS OF CHAPTER 9 OF THE 2013 CA BUILDING CODE.
4. LOCATION OF THE FIRE DEPARTMENT FIRE SPRINKLER CONNECTION (FDC) SHALL BE APPROVED BY THE FIRE MARSHAL.
198-182-36
PROJECT DISCRIPTION:
ADDITIONAL FIRE PROTECTION
DETAIL IDENTIFICATION
421 NORTH HARBOR BLVD. SANTA ANA, CA 92703
APN:
10. EXTERIOR FINISHES KEYED (HEXAGON SYMBOL) THROUGHOUT ON PLANS, ARE DESCRIBED (MATERIAL AND COLOR) ON EXTERIOR ELEVATIONS
1. MEET THE 2013 EDITION OF THE CALIFORNIA FIRE CODE REQUIREMENTS FOR ACCESS, FIRE LIFE SAFETY SYSTEMS AND OTHER EMERGENCY SYSTEMS OPERATIONS AND REQUIREMENTS. MEET CHAPTER 510 FOR CITY EMERGENCY COMMUNICATIONS WITHIN ALL BUILDINGS IN THIS PROJECT.
DETAIL SYMBOL
NON-BEARING - EXT WALLS:
15. PROVIDE A CLASS III STANDPIPE SYSTEM THROUGHOUT THE STRUCTURES WITH 100' HOSE AND 30' STREAM IN ALL REQUIRED STAIRWAYS.
13. AT THE TIME OF THE FINAL BUILDING DEPARTMENT INSPECTION, THE CONTRACTOR SHALL GIVE THE BUILDING OFFICIAL A CERTIFICATE OF INSULATION COMPLIANCE WITH THE ENERGY CONSERVATION STANDARDS.
EQUIPMENT SYMBOL
DEMOLITION NUMBER
1 HOUR
9. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT & THE OWNER OF THE ANTICIPATED POURING OF THE SLAB ONE WEEK IN ADVANCE.
11. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH NORMAL CHANNELS.
IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION, IN ACCORDANCE WITH SECTION 1704 OF THE INTERNATIONAL BUILDING CODE.
3 HOUR TYPE V-A
14. ALL TRASH ROOMS WITHIN FIVE FEET OF ANY BUILDING SHALL BE PROVIDED WITH FIRE SPRINKLERS. TRASH COMPACTORS SHALL HAVE 2-1/2" SWIVELS 2 MINIMUM PER COMPACTOR.
12. THE ENERGY CONSERVATION STANDARDS HAVE BEEN REVIEWED AND THE DESIGN OF THE BUILDING (S) COMPLIES WITH THE STANDARDS.
ZONING CODE SUMMARY ZONING DISTRICT: SPECIFIC PLAN: BUILDING TYPE: FRONTAGE TYPE:
13. A NUMBER SYSTEM SHALL BE PROVIDED FOR ALL STAIRS, LANDINGS, ROOMS AND SPACES IN ALL BUILDINGS. ELECTRICAL ROOMS, MECHANICAL ROOMS AND ALL OTHER SPECIFIC USES ROOM SHALL HAVE ROOM USE ON MAIN FLOOR PLAN AND ADJACENT TO EACH ROOM.
02/14/17
3 HOUR
8. THE CONTRACTOR WILL PROVIDE THE OWNER WITH A LETTER OF CERTIFICATION PREPARED IMMEDIATELY AFTER FOOTINGS ARE PLACED, TO CONFIRM THAT THE LOCATION OF FOOTINGS COMPLY WITH THE APPROVED SITE DRAWINGS. THIS SHALL BE DONE BY THE SITE CIVIL ENGINEER AT THE CONTRACTORS EXPENSE. ANY DISCREPANCIES FROM THE APPROVED BUILDING LOCATION WILL BE REMOVED AT THE CONTRACTORS EXPENSE.
01
BEARING WALL-INT:
12. EACH LOBBY SHALL HAVE A FLOOR PLAN AND UNIT NUMBERING SYSTEM FOR EMERGENCY USE.
‐ ‐ ‐ ‐ ‐
3 HOUR
11. AN ADDRESS VIEWABLE & LEGIBLE FROM THE PUBLIC WAY SHALL BE PROVIDED AS APPROVED BY OCFA.
-
BEARING WALLS-EXT:
PROPOSED CONSTRUCTION OF FOUR STORY APARTMENT PROJECT WITH 94 UNITS WRAPED AROUDN A 3 STORY PARKING STRUCTURE. IN ADDITION, APPROXIMATELY 10,000 SQUARE FEET OF COMMERCIAL SPACEIS PROPOSED TO BE PROVIDED. THE PROJECT ALSO INCLUDES 18 PERCENT OF THE 1.85 ACRE SITE (14,506 SF) 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.
10. ALL EXTERIOR DOORS SHALL KEYSETS AND HANDLES.
Date
STRUCTURAL FRAMING:
SCOPE OF WORK
9. A SMOOTH SURFACE SHALL BE PROVIDED TO THE MAIN ENTRY FOR FD EMERGENCY USE.
7. PAVING SHALL BE ACCOMPLISHED ACCORDING TO THE SITE PAVING SPECIFICATIONS AND THE SOILS REPORT AND SHALL BE OF THE SAME SECTION AND DRAINAGE SCHEME AS ADJACENT PAVED AREAS. THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE A.C OR CONCRETE PAVING, ON AND OFF SITE. IF THE EXISTING PAVING FALLS SHORT OF THE BUILDING LINE, OR IF A PORTION OR SECTION OF THE EXISTING PAVING NEEDS TO BE REMOVED FOR CONSTRUCTION PURPOSE, THE BUILDING CONTRACTOR SHALL, AT THE APPROPRIATE TIME, REPLACE THE A.C. PAVING TO THE BUILDING LINE. THICKNESS OF THE A.C. PAVING BASE MATERIAL AND ALL OTHER ASPECTS SHALL MATCH EXISTING OTHER ASSOCIATED PERMANENT IMPROVEMENTS SUCH AS CONCRETE CURBS, WHEELSTOPS, PLANTING AND IRRIGATION OF DISTURBED OR DAMAGE DURING THE CONSTRUCTION PROCESS SHALL LIKEWISE BE REPLACED AND RESTORED INCLUDING PAVEMENT STRIPING. PER APWA STANDARD PLANS AND CITY STANDARDS.
Revision Description
TYPE I-A
8. ALL FLOOR LEVELS BELOW GRADE SHALL HAVE A SMOKE CONTROL SYSTEM INSTALLED. MEET REQUIREMENTS OF THE BUILDING CODE CHAPTERS AS PROPRIATE.
6. BUILDING PADS CONSTRUCTED PER SOILS ENGINEERS SPECIFICATIONS ARE ASSUMED TO BE AT + 0.10 FT. OF THE ELEVATIONS SHOWN ON THE PLANS. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES UPON VERIFICATION.
No
FIRE RESISTIVE REQUIREMENTS
7. A DRIVE ACCESS PLAN SHALL BE PROVIDED AND APPROVED BY OCFA PRIOR TO FINAL INSPECTION; BUILDER SHALL PROVIDE ALL SIGNAGE AS REQUIRED BY OCFA AND DANA POINT PUBLIC WORKS /ENGINEERING DEPARTMENT FOR NO PARKING.
Date
4 STORIES OF TYPE V-A WRAPPED AROUND 4 STORIES OF TYPE I-A
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
No
CONSTRUCTION TYPE
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.
CHARLES COMPANY HIGHWAY EASEMENT STREET & HIGHWAY EASEMENT ROAD EASEMENT ORIGINAL PROPERTY LINE SHEET NUMBER:
G‐1.01
‐ ‐ ‐ ‐ ‐
Date Revision Description No
01
02/14/17
Date No
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
SURVEY
OWNER:
CHARLES COMPANY
SHEET NUMBER:
G‐1.02
N FIGUEROA ST CENTERLINE OF N FIGUEROA ST DRIVEWAY APPROACH PER CITY STANDARD PLAN #1112
8'-0" MAX SET BACK
1
WHEELCHAIR RAMP PROPERTY LINE
FIRE HYDRANT
11'-0" 11'-0"
CENTERLINE OF W5TH ST
17'-0"
FIRE HYDRANT
A-3.0
EXISTING STREET TREES ALONG N FIGUEROA ST TO REMAIN, TYP.
BALCONY ABOVE
LEVEL 1 BELOW 17'-0"
5'-0" 4-STORY APARTMENT TYPE V-A
TRANSFORMER & PAD
JT JT JT JT
JT JT
JT JT JT JT
JT
JT
JT
‐ ‐ ‐ ‐ ‐
20'-0" MIN SETBACK
RAMP UP 30'-0" @ MAX. 8% RAMP UP 57'-6" @ MAX. 8%
WALL PER LANDSCAPE
JT
8.5X18
8.5X188.5X18 8.5X18
8.5X18
LADDERING PAD AREAS PER OCFA
8.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X188.5X188.5X188.5X18 8.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18
JT JT
JT
LEVEL 1 BELOW
JT
JT
JT JT
JT
JT
BALCONY ABOVE LEVEL 2 ABOVE
5'-0" MIN SETBACK
LEVEL 1 BELOW
10'-0" 2'-0"
STREET & HIGHWAY EASEMENT
JT
JT JT JT
JT
JT
-
8.5X18
8.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18
PROPERTY LINE
8.5X18
A-3.1
A-3.0
2
W 5TH ST
3-STORY PARKING STRUCTURE TYPE I-A
2
JT
ADJACENT BUILDING FOOTPRINT
COURTYARD, SEE LANDSCAPE DWGS FOR MORE INFORMATION
8.5X18
8.5X18 8.5X18
8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X188.5X18 8.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18
8.5X18
PROPERTY LINE
8'-0" MAX SET BACK
8.5X18 8.5X188.5X18 8.5X188.5X18 8.5X18 8.5X188.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18
8.5X18
8.5X188.5X188.5X18 8.5X18 8.5X188.5X18 8.5X188.5X18 8.5X188.5X18 8.5X18 8.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18
25'-0"
ADJACENT BUILDING FOOTPRINT
Date
HIGHWAY EASEMENT
323'-8" DRIVEWAY (NO GATE)
DRIVEWAY APPROACH PER CITY STANDARD PLAN #1112
N HARBOR BLVD
CENTER LINE OF N HARBOR BLVD
1
Site Plan 1" = 20'-0"
Revision Description
HIGHWAY EASEMENT STREET & HIGHWAY EASEMENT ROAD EASEMENT ORIGINAL PROPERTY LINE
PROJECT INFO 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: PROJECT DISCRIPTION:
06/27/17
STREETLIGHT PER CIVIL DWGS & CITY STANDARDS, TYP.
VACANT
4 STORY MIXED USE PROJECT WITH 94 MARKET RATE ONE AND TWO BEDROOM UNITS DESIGNED AROUND 3 STORY PARKING GARAGE WITH
01
EXISTING TRAFFIC SIGNAL & ASSOCIATED UTILITIES/ PULLBOX TO REMAIN
PROPERTY LINE
No
FIRE HYDRANT
Date
STREET TREE PER LANDSCAPE,TYP.
10'-0"
WHEELCHAIR RAMP
CANOPY ABOVE
No
19'-10"
12'-0"
CANOPY ABOVE
CANOPY ABOVE
20'-0"
CANOPY ABOVE
EXISTING TRAFFIC SIGNAL & ASSOCIATED UTILITIES/ PULLBOX TO REMAIN
A-3.1
COMMERCIAL FOOTPRINT AT LEVEL 1 1
WAVE STYLE BIKE RACK
8'-0" MAX SETBACK
25'-0"
ORIGINAL PROPERTY LINE
PROJECT NAME:
VICINITY MAP
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
NOTES: 2. SEE CIVIL DRAWINGS FOR UTILITY INFORMATION. 3. REMOVE ALL EXISTING DRIVEWAY APPROACHES AND SIDEWALKS THROUGHOUT; REPLACE WITH NEW CURB ,GUTTERS, & SIDEWALKS PER CIVIL DRAWINGS AND CITY STANDARDS. 4. SEE CIVIL DRAWINGS FOR MORE INFORMATION OF DEMOLITION PLAN OF EXISTING SITEWORK & UTILITIES. 5. INSTALL 24" BOX STREET TREES PER THE CITY STANDARDS AND APPROVED PLAN. 6. 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)
LEGEND: NEW 24" BOX STREET TREE PER THE CITY STANDARDS AND APPROVED PLANS, SEE LANDSCAPE DRAWINGS EXISTING TREE TO REMAIN AND BE PROTECTED
SHEET TITLE:
SITE PLAN
As indicated OWNER:
CHARLES COMPANY
NEW STREET LIGHT PER CITY STANDARDS & CIVIL DRAWINGS NEW FIRE HYDRANT PER CITY STANDARDS & CIVIL DRAWINGS SHEET NUMBER:
A‐2.0
A
B1
C1
D1
E1
F1
G1
H1
I1 J1
K1
A
L2
10
B1
C1
D1
E1
F1
G1
H1
I1 J1
K1
L2
10
FIRE AREA A FIRE AREA A
3975 SF
15614 SF
JT JT
JT
JT JT
JT
JT JT
9 JT
9
7
FIRE AREA A 9905 SF
FIRE AREA B 21948 SF
2
J2
8.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18 8.5X18
A-3.1
2
I3
A-3.0
23053 SF
6
A-3.0
2
6
FIRE AREA B
5
5 JT
JT
JT
JT
JT
JT
8.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X188.5X188.5X18
J2
JT
4 3
JT
JT
JT JT
JT
JT
JT
JT
JT
‐ ‐ ‐ ‐ ‐
JT
I3
A-3.1
7
8.5X18 8.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18 8.5X18
2
8
8.5X18 8.5X188.5X18 8.5X188.5X188.5X188.5X18 8.5X188.5X188.5X18
8
8.5X18
8.5X18 8.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X188.5X188.5X18
4 3 FIRE AREA C FIRE AREA C
FIRE AREA C
8125 SF
2
2
1
1
C
D
E
F
G
H
I
J
K
L
M
A
FIRST FLOOR 1" = 20'-0"
4
A
B
C
D
E
F
G
PL
B
C
D
E
F
G
H
I
J
K
H
I
J
J2
K
L
35'-0"
25'-0"
25'-0"
25'-0"
25'-0"
M
M PL
322'-10" 23'-6"
L
TYPICAL FLOOR FIRE PLAN 1" = 20'-0"
25'-0"
35'-0"
25'-0"
24'-1 3/4"
10'-10 3/8"
35'-0"
9'-4"
F.E.E 121.00 10'-0"
Roof 48'-0"
F.E.E 111.00 10'-0"
FOURTH FLOOR 38'-0"
F.E.E 101.00
Date
10'-0"
Revision Description
SECOND FLOOR 18'-0" 10'-0"
F.E.E 91.00
THIRD FLOOR 28'-0"
W 5TH ST
F.E.E 81.00
FIRST FLOOR 8'-0" 8'-0"
F.E.E 73.00
GROUND FLOOR 0"
S-2: 23050 SF
ALLOWABLE AREA NOTES Key Name
S-2: 23027 SF
R-2: 15624 SF + 12638 SF
S-2: 23027 SF
Comments
1 2 3 4 5
01
R-2: 15664 SF + 12599 SF
07/15/17
Date
R-2: 15617 SF + 1241 7SF
No
1
B
No
A
-
12417 SF
7593 SF
PROJECT NAME:
5th & Harbor
R-2: 13883 SF
A-2: 15718 SF
S-2: 21948 SF
PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
3
FIRE AREA PLAN
Fire Separation & OCC. Load 3" = 1'-0"
FIRE AREA SEPERATION
FIRE SEPERATION WALL LEGEND
FIRE AREA SEPERATION
1H FIRE SEPARATION
Building Common Area
2H FIRE SEPARATION
Exterior Area
3H FIRE SEPARATION
Floor Area
Level FIRST FLOOR FIRST FLOOR FIRST FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR THIRD FLOOR THIRD FLOOR THIRD FLOOR FOURTH FLOOR FOURTH FLOOR FOURTH FLOOR
Name FIRE AREA A FIRE AREA B FIRE AREA C FIRE AREA A FIRE AREA B FIRE AREA C FIRE AREA A FIRE AREA B FIRE AREA C FIRE AREA A FIRE AREA B FIRE AREA C
Area 13881 SF 21948 SF 15718 SF 15622 SF 23027 SF 12630 SF 15664 SF 23027 SF 12590 SF 15614 SF 23053 SF 12417 SF
Area Type Building Common Area Exterior Area Floor Area Building Common Area Exterior Area Floor Area Building Common Area Exterior Area Floor Area Building Common Area Exterior Area Floor Area
As indicated OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐2.0.1
E1
F1
G1
H1
I1 J1
K1
L2 A
10
9
9
8.5X18 8.5X18 8.5X18 8.5X188.5X188.5X18 8.5X18 8.5X188.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
6 8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18 8.5X18
I3
8.5X18
8.5X188.5X18 8.5X18
8.5X18
8.5X18 8.5X188.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X18 8.5X18
J2 5
8.5X18
8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X18
JT
JT
JT
1
L
J2
M
2
2
1
H1
I1 J1
L
K1
M
A
L2
9
9
B1
C1
6 8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18 8.5X18
5 JT
G1
8.5X18
8
8.5X18 8.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18 8.5X18
7
6 8.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18 8.5X18
I3
J2 5
8.5X188.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X188.5X188.5X18
JT
JT
H1
I1 J1
JT
JT JT
JT
1
I3
8.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X188.5X188.5X18
JT
JT
JT
JT
JT
JT
JT
F1
K1
L2
L
J2
M
JT
JT
8.5X18
E1
JT JT
JT
8.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18
7
D1
8.5X18 8.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X188.5X18 8.5X188.5X188.5X18
8.5X188.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X188.5X188.5X18
8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18 8.5X18
M
I
JT JT
10
JT JT
10
8
L
3
4 3
3
2
2
2
PROJECT NAME:
1 D
E
F
G
H
I
J
K
L
M
PROJECT ADDRESS:
A
B
C
D
E
F
G
H
I
J
K
L
421 N HARBOR BLVD. SANTA ANA CA 92703
M
SHEET TITLE:
PARKING ANALYSIS
BIKE PARKING
UNIT COUNT
8'-6"
8' X 18' STANDARD PARKING SPACE
8.5X18 8'-6" 2'-11 3/4"
8' X 18' WITH 5' AISLE ADA PARKING SPACE
8.5X18 8'-6"
8.5X18
UNIT TYPE 1B1B 2B2B Grand total: 94
18'-0"
C
AREA 578 SF ... 932 SF 709 SF ... 984 SF
OCC. FACTOR 200 200
PARKING SCHEDULE
OCCUPANCY 5 5
COUNT NO. 46 48
REQUIRED PARKING STALLS:
Level
Family
Count
GROUND FLOOR GROUND FLOOR
Parking Space Parking Space - ADA
23 7
FIRST FLOOR
Parking Space
17
SECOND FLOOR
Parking Space
56
THIRD FLOOR
Parking Space
56
FOURTH FLOOR Parking Space TOTAL PARKING STALLS: 222
63
1" = 20'-0" OWNER:
CHARLES COMPANY
5'-11 3/4"
18'-0"
B
5th & Harbor
18'-0"
A
07/15/17
G1
K
B
K
-
J
J
01
F1
I
H
Date
E1
H
G
Revision Description
G
F
No
D1
F
E
Date
C1
E
A
D
No
B1
D
JT
3
JT JT
C
JT
JT
4 3
C
JT JT
L2
JT
JT
1
2
K1
‐ ‐ ‐ ‐ ‐
4
2
4 3
I3
8.5X188.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X188.5X188.5X18
JT
JT JT
JT
JT
JT
JT
JT
4 3
A
I1 J1
JT
JT
B
H1
JT
JT
A
G1
8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18 8.5X18 8.5X18 8.5X18
7
6
JT
F1
8
8.5X18
5
E1
8.5X188.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X18 8.5X188.5X18 8.5X188.5X188.5X18
8
7
D1
JT JT
JT
JT
JT
C1
JT JT JT
10
B1
JT JT
D1
JT
C1
8.5X188.5X18 8.5X18 8.5X188.5X188.5X18 8.5X188.5X188.5X18
B1
8.5X18 8.5X188.5X18 8.5X188.5X188.5X188.5X18 8.5X188.5X188.5X18
A
8' X 18' WITH 8' AISLE ADA PARKING SPACE
RETAIL PARKING: RESIDENTIAL PARKING: 46X1+48X2+=142
SHEET NUMBER:
A‐2.0.2
25'-0"
25'-0"
4" 6 3/4"
3' - 0"
9' - 8 3/4"
4'-8"
8'-11 3/8"
11'-4 5/8"
60 KITCHEN 2 65 SF B
N
A
J
4" 6 3/4"
11'-1 1/8"
3' - 2"
1-A
1-B
674 SF 117 SF BALCONY
J
N
2'-0"
F
J&K
N
2'-1 3/8" 60
KITCHEN 2 59 SF 60 B
F
J
ENTRANCE 1 91 SF
N
B
F
J
9' - 2 1/2"
8' - 4 7/8"
624 SF 112 SF BALCONY
4' - 7 3/4"
B
7 1/4"
N
4 3/4"
8'-10 3/4"
B
C
N
B
F
J&K
B
F
J
5' - 2"
2'-10"
ADA BATH. 760 56 SF
B
F
J
N
2'-4"
SHAFT 3 SF
N
N
10'-1 1/4" 60
1'-9 3/4"
3'-1"
8
4"
A W&D CLOSET 10 11 SF C
G
J
4 10' - 1 1/4"
N
4" 4 5/8"
6 3/4" 1' - 3"
11'-0 5/8"
3' - 0"
5"8"
5' - 10 3/4"
5'-4"
4'-10 5/8"
19'-0 1/4"
10' - 2 1/4"
F
N
24'-3 1/4"
J
WARDROBE 9 14 SF
10'-2 1/4"
J
8 3/4" J
5'-3"
7 1/4"
7 1/4"
32'-0"
30' - 10"
F
KITCHEN 2 82 SF
4 3/4" 1' - 11 1/4" 4 5/8"
8'-7 3/8"
25'-0"
23'-6"
ONE BEDROOM TYPE
F
6'-2"
4 5/8"
1' - 2" 3' - 0"
18'-7 3/8"
1-C
B
N
4 3/4"
ONE BEDROOM TYPE
DINING AREA 3 56 SF
4
7'-10 7/8"
A
ENTRANCE 1 61 SF
A
7 1/4"
1
SITTING AREA 4 108 SF
3'-6"
3
ADA BATH. 7 80 SF
N
4'-4"
F
2'-6"
C
J
1' - 7 1/4" 7 3/8" 4 3/4"
4'-0"
D
DINING AREA 3 27 SF
32'-0"
3
B
B
4 5/8"
5'-3"
7 1/4" N
3'-8 3/4"
3'-0"
2
9'-0"
C
H
13' - 2 1/2" J
4 3/4" 4"
32'-0"
3'-0"
4'-3 5/8"
3'-0 1/2" 4 3/4" 8"
3
F
24'-8 1/4"
G J 4"N 10" C 2'-10"
4 3/4"1'-6"
23'-6" ONE BEDROOM TYPE
12'-5 1/2"
A
N
4 3/4" 4 3/4" 1' - 8 1/2"
J
5'-10 1/8"
4
8' - 6 1/4"
4'-6"
7 1/4" 17'-3 3/4"
4 3/4" 3' - 6" 4 3/4"
F
F
3
SITTING AREA 4 139 SF
SHAFT 3 SF
13' - 5"
17'-11"
32'-0"
N
B
3' - 11 1/4" 4 5/8"
12'-4 3/4"
1
F
4
4 10' - 1 3/4"
25'-0"
F
4' - 7 3/4"
4' - 7 3/4" 7 1/4"
N
4'-10"
3' - 2 1/8"
3'-4 3/4"
J
5
5' - 0 7/8"
6 3/4"
J&K
F
3
2'-0 3/4"
F
B
I
BEDROOM 5 181 SF
8' - 4 1/2"
3'-2"
ENTRANCE 1 81 SF
B
4 5/8"
N
3
60BATH. ADA 7 88 SF
4 5/8"
J
2'-0"
C
3
2'-4"
F
3'-9 3/4"
2' - 10 3/4"7 1/4"
1
A
1'-9"
3'-2"
3'-0"
6' - 6"
11'-5 1/4"
N
4'-2"
W&D CLOSET 10 12 SF
C
B
4 3/4" 4"
J
WARDROBE 9 20 SF
4' - 0"
G
DINING AREA 3 27 SF
4'-9 1/2"
N J
W&D CLOSET 10 12 SF
3'-7 1/4"
3'-0"
5'-3"
7 1/4" 17'-3 3/4"
4 3/4" 3' - 6" 4 3/4"
4
4 10' - 7 1/4"
3'-8 3/4"
3
F
11'-0 1/2"
6 3/4" 1' - 6"
6 3/4"
A
C
N
4 3/4" 4"
A
9'-1 1/2"
N
60
3'-0"
2
5'-2"
N
5 3/4"1'-5"
J
I
B
BEDROOM 5 168 SF
4 3/4" 3' - 2" 4 3/4"
J
5'-1 1/4"
F
4 5/8" 2' - 0 1/2"
8 5/8"
11'-1 3/8"
5' - 2"
F
A
N
6' - 6"
6 3/4"
B
6 3/4"
5'-2"
J&K
N
J
9'-3 1/2"
3
ADA BATH. 7 92 SF F
J
KITCHEN 2 70 SF
F
5'-2"
F
7'-0 1/2"
B
4 5/8"
N
2'-0"
ENTRANCE 1 88 SF
B
J
C
3'-2"
3
F
B
3' - 0" 7 1/2"
H
3 7/8"
SITTING AREA 4 151 SF
WARDROBE 9 18 SF
4' - 0"
B
4'-3 1/4"
4'-10"
F
4 3/4" 3' - 2" 4 3/4"
3'-0"
9 1/2"
6 3/4"
4 3/4" 4"
10"
3'-0"
4'-9 1/2"
N
4'-0"
J
DINING AREA 3 28 SF
2'-0" 6 3/4"
G
D
C
C
5'-1 1/4"
3
4 3/4" 4 1/2"
2'-10"
W&D CLOSET 10 12 SF
3'-0"
9'-3 1/2"
4 3/4"1'-6"
3"
6'-7 1/4"
4'-2"
5' - 2"
N
26'-9"
J
1' - 8 1/2" 4 3/4" 4 3/4"
F
9' - 10 1/2"
B
32'-0"
WARDROBE 9 24 SF
32'-0"
6 1/2"
E
1
32'-0"
N
3
26'-9"
J
N
13' - 2 1/2"
F
J
4"
5
4 3/4" 4 3/4" 1' - 8 1/2"
A
F
12'-0"
3' - 5"
2
6 3/4"
11"
A
4"
1
B
BEDROOM 5 158 SF
2'-0" 6 3/4"
3
12'-6 1/2"
5'-2"
5' - 2"
9'-3 1/2"
4'-8 1/2"
32'-0"
4 3/4" 3' - 2" 4 3/4" 3' - 11" 4 3/4" 3' - 7" 4 3/4"
1'-0"
2
9' - 10 1/2"
N
SITTING AREA 4 151 SF
I
12'-6 7/8"
11'-2 1/8"
6' - 5 1/2"
2
1
D
J
2' - 5 3/8"
11" 4 5/8"
10'-4 1/2"
13' - 5"
F
17'-4 3/4"
A
11'-11 1/2"
13' - 2 1/2"
13' - 5"
18'-0"
B
6' - 6"
2
7 1/4"
1
H
3' - 0" 1' - 0"
12'-5 1/2"
2
2' - 0" 4" 7 1/4"
4'-0"
I
6' - 5 1/2"
9'-8 1/4"
2
BEDROOM 5 179 SF
1' - 11" 4 5/8" 5
12'-5 1/8"
12'-3 7/8"
12'-1 5/8"
7 1/4"
11'-4 3/8"
11 1/2" 4 5/8"
7 1/4"
11'-10 1/2"
6' - 6"
2'-10"
3' - 0" 11 1/2"
17'-11"
7 1/4"
H
4" 7 1/4"
5'-3"
3' - 0"
7 1/4"
6' - 5 1/2"
4' - 7 3/4"
2' - 5" 4 5/8" 2
23'-6"
23'-6"
12'-1 5/8"
10"
12'-10 3/8"
ONE BEDROOM TYPE
1-D
611 SF 81 SF BALCONY
591 SF 81 SF BALCONY
25'-4 3/4"
10' - 1 1/4"
4'-5"
4 5/8"
B
0 SF BALCONY
923 SF 214 SF BALCONY
F
J
2-D
932 SF 96 SF BALCONY
‐ ‐ ‐ ‐ ‐ 3'-1 1/4"
2' - 6" 7 1/4"
B
4"1'-6 3/4"
F
J
N
5'-0"
E
J&K
N
6'-5 1/2"
-
39'-0"
20'-4 1/2"
2' - 2" 1' - 11 1/4" 4 3/4" 4 3/4" 4 3/4"
2'-10"
1'-0"
MASTER BR. 6 142 SF F
J
N
H
5
5
TWO BEDROOM TYPE
6' - 2"
C
WARDROBE 9 16 SF
3
BATHROOM 8 50 SF F
2' - 2" 3' - 1 1/2" 4 3/4" 4 3/4"
2'-10" 9 3/4" 2'-6 3/4" 7'-10 1/4"
2'-6 3/4"
2'-5" 4 3/4" 2'-10"
3
N
2'-0" SHAFT 3 SF
A
B
11'-0 5/8"
TWO BEDROOM TYPE
2-C
4"
5'-2"
C
5
5' - 2 1/2"
4 3/4" 2' - 6" 4 3/4" 4' - 3 1/4" 4 3/4"
11' - 0 3/4"
7 1/4"
5'-11 5/8"
7'-6 3/4"
11'-10 3/8"
25'-4 3/4"
845 SF 178 SF BALCONY
32'-0"
9'-2 5/8"
5' - 2"
8'-4 3/4"
4'-4 1/8"
6' - 5 1/2"
6
11'-1 1/4"
5
6 3/4"
4 5/8"
11'-6 1/2"
4 3/4"
9'-10"
J
N
5'-0"
5' - 2"
4 3/4" 3' - 6" 6 3/4" 4"
12'-0 1/8"
7 1/8"
F
J
N
J
60 KITCHEN 2 74 SF
N
B
3' - 0" 1' - 62"3/4"
F
J
BATHROOM 8 74 SF B
F
J&K
4 3/4"
4'-6"
N
N
16'-7"
6' - 8 1/4"
9' - 6"
3
4
4 3/4"
8' - 8"
SHAFT 3 SF
2-F
742 SF 112 SF BALCONY
Basic Wall Basic Wall Basic Wall
1 1 1
Interior Exterior Interior
4
Basic Wall
1
Interior
5 6 7 8 10A
Basic Wall Basic Wall Basic Wall Basic Wall Basic Wall
1 1 2 2 2
Exterior Exterior Interior Exterior Exterior
Family and Type
Manufacturer
Basic Wall: Interior - 9 1/4" half Basic Wall: Exterior - White Plaster 7 1/4" Basic Wall: Interior - USG - U305 1 hr 4 3/4" IMPERIAL PLASTER Basic Wall: Interior - USG - U379 1 hr 6 3/4" IMPERIAL PLASTER Basic Wall: Exterior - Grey Plaster 7 1/4" Basic Wall: Exterior - Wood Siding 7 3/4" Basic Wall: 2HR-CONCRETE WAL Basic Wall: 2H - U384 Basic Wall: 2HR-CONCRETE WALL-WITH WOOD SIDING
USG - United States Gypsum USG - United States Gypsum USG - United States Gypsum USG - United States Gypsum USG - United States Gypsum USG - United States Gypsum USG - United States Gypsum USG - United States Gypsum USG - United States Gypsum
Window Schedule
10 H I
Family and Type Retail Window: 6x7 Bedroom Window: 6.5X7 Sitting RM Window: 6.5 x 7
Width 6'-0" 6'-5 1/2" 6'-6"
Height 7'-6" 7'-0 1/8" 7'-0"
Type
Count
6x7 6.5X7 6.5 x 7
3 20 11
Door Schedule
28'-11 1/8" Type Mark
7' - 2"
4 3/4"2' - 2"4 3/4"
7'-11 1/2"
2'-6 3/4"
2' - 0"
A B
11' - 0"
7 3/4"
11'-7 3/4"
32'-0"
TWO BEDROOM TYPE
Function
4 3/4" 1' - 11 1/4" 4 5/8"
45'-5 1/4"
H
Fire Rating
1 2 3
Type Mark 7'-8 3/4"
B
2'-2"
2'-6 3/4"
C
E
WARDROBE 9 14 SF
5' - 2"
F
26'-5"
5'-0"
5'-2"
DINING AREA 3 51 SF B
11'-8 3/4"
1'-4 7/8"
1' - 7 1/4" 6 3/4" 4 3/4"
4'-6"
N
2'-11 1/2"
4'-0"
2'-0"
J
11' - 1 1/2"
8'-9"
N
2' - 2" 4 3/4" 4 3/4"
6'-6 1/4"
N J F F
A
W&D CLOSET 10 9 SF 3'-6"J C G N
J
Family
N
2'-10" B
D SHAFT 3 SF
J
F
C
ENTRANCE 1 51 SF
2'-5 1/4"
N
F
3'-3 1/2" 5'-7 1/4"
C 6' - 2"
C 2'-10"
2'-10"
4 3/4"
A
3
SITTING AREA 4 184 SF
2'-10 3/4"
4"
4 3/4"
J&K
MASTER BR. 6 133 SF
A
ADA BATH. 60 7 56 SF F
11'-1 1/2"
19'-3"
B
N
WARDROBE 9 18 SF
J
5'-0"
12'-3 3/4"
12' - 3 3/4"
F
2'-6"
11'-1 1/8"
F
H
3
4"
1' - 11 1/4" 6 3/4" 4 3/4"
2'-10 3/4"
2' - 7 5/8" 6' - 5 1/2"
A
A
4 5/8" 1' - 7 1/4" 4 3/4"
2' - 2 1/8" 4 5/8"
11'-0 1/2"
2'-2" 4 3/4"
3
6'-6 3/4"
B MASTER BR. 6 120 SF
6' - 5 1/2"
H
4"
22'-5"
37'-6"
6' - 8 7/8"
14'-10 5/8"
14'-5 7/8" 4" 6"
6
11'-0"
3
N
8'-1 1/2"
2'-6 3/4"
N
6"
N
9' - 3 1/4" 1
J&K
J
J
F
E
F
B
10 3/4"
C B
BATHROOM 8 67 SF
11'-0 1/2"
4" 2' - 4 7/8" 7 1/4" 2
B BEDROOM 5 136 SF
B
2'-10"
N
3
ENTRANCE 1 110 SF
4
6' - 6"
8'-4 1/8"
1'-6"
C
60 J
1' - 7 3/4"
2'-6"
2'-10"
C
3' - 0"
1
7'-2"
6
KITCHEN 2 95 SF F
12'-11 1/2"
3'-8" 2'-10"
N
10'-0 3/4"
1' - 7 1/4" 4 3/4" 4 3/4"
6'-11 1/8"
J
5' - 4"
4'-0"
6' - 2 1/4"
Type Mark
12'-0 3/8"
7 1/4"
2' - 7 3/4"7 1/4"
H
7 3/4"
11'-6 1/4"
11' - 6 1/4"
WARDROBE 16 SF
E
5'-0" 1'-5 1/4"
F
8'-3 1/2"
33'-6" 2-E
6' - 5 1/2"
4'-0"
4
7' - 0 1/2"
3'-4 3/4"
6'-6 3/4"
N
4" 3' - 0" 1' - 0 1/8" 3' - 1 7/8" 6 3/4" 6 3/4" 4 3/4"
A
3
5'-10 1/2"
B
5
11'-5 5/8" SITTING AREA 4 169 SF
F
J
21'-3 3/4"
Width
Height
Family
Function
Count
Fire Rating
Finish
B
G
4 3/4"
WARDROBE 9 13 SF
C
8 3/4"
32'-0" 4 3/4"
W&D CLOSET 10 8 SF
3'-6"
4 3/4"
D
10'-2 5/8"
SHAFT 1'-11 1/4" 3 SF
7'-0 1/2"
N
2'-6 5/8"
I
4 5/8"
4
4 3/4"
J&K
6'-3 1/2"
3 3'-6"
W&D CLOSET 10 11 SF C G3'-6" J N 4 3/4"
3
2'-10"
N
F
D
A
N
3 7/8"
60
J
B
2'-10"
2'-0" J&K
5'-2 1/4"
F
ADA BATH. 7 60 66 SF
3
6 3/4"
2'-4"
F
B
6 3/4"
5'-0 7/8"
N
10'-9 1/2" KITCHEN 2 66 SF
N
3'-0 3/4"
1' - 11 1/4" 6 3/4" 4 3/4"
8"1' - 7 1/4" 4 3/4"
J
60
B
8' - 10"
F
4'-1 1/4"
C 6'-2"
6' - 2"
B
J&K
7' - 2"
4 3/4"
4 3/4"
ENTRANCE 1/2"SF 1 4'-10 28
ADA BATH. 7 56 SF
SHAFT 3 SF
F
5' - 2"
D
8
2'-10"
BATHROOM 8 27 SF B
4 5/8"
N
5'-3" 2'-7 3/8"
Wall Schedule
1
4 3/8"
7'-5 7/8"
4"
J
12'-5 5/8"
F
8 3/4"
B
5'-3 5/8"
N
5'-6 3/4"
J
7'-11 1/8"
F
3'-0"
2'-4"
4 3/4"
10'-3 3/4"
10' - 0 1/2"
A
WARDROBE 9 11 SF
3
19'-6"
5'-7"
7'-2"
32'-0"
4'-9 3/4"
SITTING AREA 4 128 SF
2' - 0" 4 5/8"
I
C SHAFT 3 SF
4" 4 3/4"
N
6 2'-10"
A
J
8
F
12' - 5 1/2"
23'-8"
9 1/2"
8"
A
2
N
4 3/4"
C
1
MASTER BR. 6 142 SF 9'-10 1/8"
J
3
2'-6 3/4"
2'-7 1/8"
F
5' - 2"
10'-4 3/4"
12' - 5 5/8"
B
2
H
N
A
1' - 6"
J
BEDROOM 5 134 SF
11' - 2"
11'-9 1/4"
5'-3"
N J F B
8'-0"
E
WARDROBE 9 13 SF
F
2'-10"
9'-1 5/8"
B
9 5/8" 3' - 0"
N
DINING AREA 3 114 SF
45'-5 1/4" 12'-1 1/8"
I
7'-11 1/2"
J
1' - 6" 4 5/8"
37'-6"
F
6 1/2" 4 3/4"
11'-2 3/4"
1
11' - 2 3/4"
BEDROOM 5 115 SF A
6' - 5 1/2"
5
4 3/4" 2'-2"
5'-0"
9'-1 5/8"
12'-6"
4' - 8 1/8"
5"
7 1/4"
H
6' - 6"
2' - 5 3/8"7 1/4"
1'-0 3/4"
1' - 0" 2' - 2" 1' - 6" 4 3/4" 4 3/4" 5
13'-3 1/8"
6' - 5 1/2"
6' - 6"
2
H
21'-2 5/8"
7 1/4"
1' - 8 1/8" 4 5/8"
2' - 4"4 3/4" 2' - 2 1/2" 7 1/4" 2' - 3 3/8"
7 1/4"
12'-3 3/8"
6' - 5 1/2"
5'-3"
4'-0"
6 3/4" 2' - 4 1/8"
11'-10 1/8"
7'-10 3/4"
14'-10 7/8"
33'-6"
TWO BEDROOM TYPE
2-G
829 SF 111 SF BALCONY
THREE BEDROOM TYPE
C D E F
3'-0" 3'-0"
2'-10" 2'-10" 5'-0" 4'-0"
7'-0" 7'-0"
7'-0" 6'-8" 6'-8" 6'-8"
Units Entrance Door Units Balcony Door
Bedroom&Restroom Door Closet Door Wardrobe Door Wardrobe Door
Interior Interior
Interior Interior Interior Interior
11 11
34 13 11 7
2 2
1 1 1 1
.
984 SF
2-B
60
WOOD ALUM &GLA SS WOOD WOOD WOOD WOOD
01
2-A
TWO BEDROOM TYPE
9'-9 1/2" 6'-1"
ENTRANCE 1 46 SF
6 3/4"
ONE BEDROOM TYPE
7'-6 3/4"
5'-2 1/2"
33'-6"
35'-0"
60
N
.
18'-0 3/8"
64"3/4"
N
J&K
Date
6"1' - 0" 3' - 0"
F
Revision Description
9' - 8"
B
No
4 3/4"
J
5'-2 1/2"
4
7' - 2"
ADA BATH. 7 56 SF
No
4
4
5'-9 1/2"
5' - 0"
3
N
F
N
Date
J&K
B
J
6'-5 1/2"
4
F
C
F
2'-7 1/4"
B
B
2' - 10"
BATHROOM 8 87 SF
5'-1 3/4"
24' - 8 7/8"
4 3/4" N J
10 3/4"
N
WARDROBE 9 E 13 SF
5'-11 1/2"
J
KITCHEN 2 101 SF
6"
D
F
5'-0"
2'-10"
B
N
N
1'-6"10 3/4"
2'-6"
9'-6 1/4"
3
J
J
5'-0 1/4"
N
F
2'-4"
F
2'-10"
N
J&K
B
7'-9 1/4"
B
4"
J
F
KITCHEN 260 79 SF
3'-8 1/4"
N
3'-4 3/4"
B
ENTRANCE 1 101 SF
2'-11"
J
G
60
ADA BATH. 7 67 SF
C
3'-6"
N
F
DINING AREA 3 102 SF
9'-3 3/8"
J
10'-4 3/4"
10' - 0"
20 SF
F
5' - 2"
3
4 3/4"3' - 1 7/8"4 3/4"
4" 4 3/4"DINING AREA
4'-0"
4'-0"
D C 4 3/4" 2'-10" 7 1/4"
6"
4"
N J G C
10"
3'-0"
WARDROBE 9 15 SF
3
N
C
2'-10"
W&D CLOSET 10 12 SF
4' - 0"
J
F
F
16'-11 1/8"
3'-4 3/4"
24'-8 7/8"
3'-2 1/2"
39'-0"
3'-6"
N
A
32'-0"
J
F
4 3/4"2' - 6"4 3/4"
B
4 3/4"
4'-4 3/4" 3'-3 1/2"
32'-0"
32'-0"
F
3
1' - 11 1/4" 4 3/4" 4 5/8"
18'-6 1/8"
N
H
SITTING AREA 4 124 SF
A
N
J
2' - 0" 7 1/4"
4'-6"
6' - 2"
A
WARDROBE 9 13 SF
4 5/8" 4 3/4"
SITTING AREA 4 146 SF
3
A
A
8' - 8"
4"
N
4' - 7 1/8"
J&K
2'-10"
J
9'-0 1/8"
F
1'-2 3/4"1'-6"
F
16' - 3 7/8"
A
N
3
4'-0"
MASTER BR. 6 200 SF
6 3/4"
B
3
5'-2"
60 ADA BATH. 7 56 SF
N
8'-10 3/4"
3' - 0" 1' - 0" 8 3/4"
J
F
4 6 3/4" 4"
F
6 3/4"
1'-6"
J
5' - 2"
F
F
B
12'-9 1/4"
4
B
13' - 1 1/4"
13'-9"
A
B
10'-6 3/4"
4 3/4"
C
G
J
4' - 0"
N
3'-0"
1' - 7 1/4" 6 3/4" 4 3/4"
2'-0" 6 3/4"
N
3'-0"
D
10"
KITCHEN 60 2 64 SF
N
11'-6 5/8"
BEDROOM 5 149 SF
4 5/8"
1
7'-6 3/4"
7'-5 1/2"
6"
4 3/4"
N
W&D CLOSET 10 12 SF
4'-0"
2'-10"
2'-10"
4"
J
J
3
ENTRANCE 1 117 SF F
F
4"
B
4'-4"
11'-8"
11' - 0 1/4" E
N
C
11'-11 7/8"
35'-0"
J
C 10 1/2" 2'-10"
B
4 11' - 0 1/2"
4 5/8"
F
4'-3 1/4"
J&K
5'-8 5/8"
4'-9 1/2" 2'-6 3/4"
1'-7 3/8" 4 33/4"
WARDROBE 9 12 SF
BATHROOM 8 95 SF F
N
2'-6 3/4"
1'-8"4 3/4"
B
B
B
J
DINING AREA 3 56 SF
2'-10"
F
4'-0" 5"
C
2'-10"
F
2' - 2" 4 3/4" 4 3/4"
A
3
N
4'-0"
9 3/4"
4 3/4" 4' - 10" 4 3/4"
5'-7 1/2"
19'-2 3/4"
18'-6"
11' - 2 3/4"
11'-10"
32'-0"
32'-0" 5'-2 3/4"
3'-5 1/4"
10' - 9 1/4"
11'-8 5/8"
J
3
3'-2 1/2" 4 3/4" 4"
4 5/8"
F
BEDROOM 5 146 SF A
1
5
C
4'-6"
A
2
I
W&D CLOSET 10 8 SF
18'-9 3/8"
4" 6 3/4"
N
5
11'-0 3/4"
4
1' - 2" 3' - 0" 6 3/4"
J
3'-3 3/4"
4
8' - 11 1/4"
F
SITTING AREA 4 154 SF
4' - 2 1/2" 7 1/4"
5
7 1/4" 9 3/4" 3' - 0"
4 3/4"
A
8' - 8 3/4"
BATHROOM 8 93 SF B 60 F J&K N
N
12'-0 3/8"
11' - 2 3/4"
N
MASTER BR. 6 161 SF
6' - 5 1/2"
B
1 MASTER BR. 6 134 SF
1' - 0"
6' - 5 1/2"
5'-3"
5'-3"
B
11'-0 1/2"
6 3/4"
J
J
1
5
I
7 3/4"
7 1/4"
7 1/4"
11'-0 1/2"
3'-7 1/4"
9'-3 1/2"
F
F
4 6' - 2"
6
I
11'-4 7/8"
3
9'-5 7/8"
B
B
A
4 5/8" 1' - 11 1/4" 4 3/4"
4 3/4"
7'-6 1/2"
5' - 2"
ENTRANCE 1 107 SF
KITCHEN 68 SF 60 KITCHEN 2 68 SF
5' - 2"
N
6
3
6 3/4"
J&K
WARDROBE 9 16 SF
3
7'-6 3/4"
F
4 3/4" 3' - 2" 4 3/4"
2'-10" 8 3/4"
F
2'-10"
4'-0"
D
2'-10" 10"
C
B
? ?
C C
3
1' - 7 1/4" 6 3/4" 4 3/4"
7 3/4"
N
2'-10" 7 3/8"
ADA60 BATH. 7 56 SF
3'-7 7/8"
4'-0"
J
C
3
3'-6"
7"
F
J
N
B
C
4'-2 5/8"
4 3/4" 1'-11 1/4"
N
3
DINING AREA 3 66 SF
4'-3 1/2"
N
4"
J
J
4' - 10"
3'-7 3/8"
G
W&D CLOSET 10 12 SF
4' - 0"
3'-0"
1
4 3/4"
F
F
3
E B
1
MASTER BR. 6 157 SF A
8 1/2"
WARDROBE 9 20 SF
H
7 1/4"
10'-1 1/4"
5
5' - 8 3/4"
6' - 5 1/2"
10'-3 7/8"
N
N
J
J
F
F
A
2'-0" 6 3/4"
4 3/4" 3' - 6" 2 1/4"
5'-2"
5
H
4' - 7 3/4"
H
6' - 6"
H
5'-3"
6
12'-3 1/4"
1' - 141/2" 5/8"
7 1/4"
2' - 9"
10 3/4"
6' - 5 1/2"
1'-10"4 3/4"
6' - 6"
SITTING AREA 4 165 SF
B
N
5'-3"
5'-3"
5'-3"
B J
18'-5"
F
14'-11 1/4"
A
5
H 10'-9 1/4"
BEDROOM 5 177 SF
15' - 1 3/4"
19'-8 1/8"
3' - 3 1/2" 1' - 11 1/8"
10'-8"
3"
4'-4 3/4"
6' - 5 1/2"
H
3
7'-11 1/8"
4' - 4 3/4"
H
6
32'-0"
6' - 5 1/2"
7 1/4"2' - 6 1/4" 2
2'-10"
4 5/8"2' - 10"
2' - 10"4 5/8"
3' - 9"
4"
7 3/4"
I
6' - 5 1/2"
6' - 6"
C
6
2' - 6 1/4" 1' - 2 3/4" 7 3/4"
1' - 9 3/4" 7 1/4" 10 1/8"
13'-3 5/8"
6' - 5 1/2"
6' - 5 1/2"
11'-1 1/8"
2'-10"
3' - 7" 4 3/4"3' - 0 1/4"
4 5/8" 2' - 0 5/8" 6
11'-1 1/8"
7'-10 1/8"
6' - 6"
11'-2 5/8"
11'-3 3/4"
11'-2 1/8"
13'-1 1/2"
2'-2"
4 5/8" 7"
12'-6 3/8"
23'-9 7/8"
7 3/4"
11'-3"
33'-6"
35'-0"
11'-2 1/4"
35'-0"
PROJECT NAME:
Project Name PROJECT ADDRESS:
Enter address here
840 SF 182 SF BALCONY
36" DIA. CIRCLE
34" 24"
30"
30"
60" COUNTER/SINK WORK SURFACE CBC 1133A.3
1BD=12 UNITS
THIRD 1BD=12 UNITS
FOURTH 1BD=12 UNITS
MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR
1. ALL DWELING UNITS ARE TO BE ADA ADAPTABLE UNITS
48"
3 PER CBC 1134A.2, OPTION 2, MINIMUN 1 BATHROOM SHALL COMPLY WITH ACCESSIBLITY REQUIREMENTS.
CBC FIGURE 11A-8F
CBC 1132A.5.1 EXCEPTION 1
39"
CBC 1132A.5.1 EXCEPTION 1
39"
36"
INTERIOR ROOM SEPARATION WALL
60
36"
INTERIOR PLAMBING /CORRIDOR WALL
1BD=9 UNITS 2BD=4
SECOND LEVEL:
2. ALL DWELING UNITS ARE ACCESSIBLE. 42"
60" DIA. CIRCLE
FIRST
TOTAL NUMBER OF UNITS: 94 UNITS
18"
INTERIOR UNIT SEPARATION WALL
PULL SIDE
48
48" DIA. CIRCLE
MANEUVERING CLEARANCE AT UNIT PRIMARY ENTRANCE/EXIT, EXTERIOR/INTERIOR CONDITION.
48"
PUSH SIDE
44"
EXTERIOR WALL: WHITE PLASTER
36"
CBC 1126A.3
12"
36
18"
EXTERIOR WALL: GREY PLASTER
34"
36"
EXTERIOR WALL: WOOD SIDING
30" COUNTER/SINK WORK SURFACE CBC 1133A.3
PUSH SIDE
36" CLR. SPACE IN FRONT OF TOILET CBC 1134A.7-1 WITH EXCEPTION
48" MIN.
30" X 48" CLR. SPACE
PULL SIDE
WALL LEGEND:
19" MIM.
30"
MANEUVERING CLEARANCE AT UNIT INTERIOR W/36" POCKET DOOR.
4. REINFORCED WALLS TO ALLOW FOR THE FUTURE INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB AND SHOWER.
ADDITIONAL NOTES: 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 . POWER SUPPLY: FOR NEW CONSTRUCTION , REQUIRED CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP . ALARM WIRING SHALL BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION . INTERCONNECTION: WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UINIT OR WITHIN A SLEEPING UNIT , THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
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) . ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS .
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 . 2. HORIZONTAL SEPARATION - FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS , FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS 1-HOUR RATED HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711 .
SHEET TITLE:
UNIT LAYOUT
3/16" = 1'-0" OWNER:
Owner
SHEET NUMBER:
A‐2.7
BEDROOM 181 SF BEDROOM 179 SF BEDROOM 158 SF
WARDROBE 14 SF
BEDROOM 168 SF
SITTING AREA 108 SF
SITTING AREA 151 SF SITTING AREA 151 SF
WARDROBE 24 SF
SITTING AREA 139 SF
WARDROBE 18 SF
DINING AREA SHAFT 3 SF 28 SF
W&D CLOSET 12 SF
DINING AREA 27 SF
W&D CLOSET 12 SF
SHAFT 3 SF
ADA BATH. 56 SF
DINING AREA 56 SF
WARDROBE 20 SF
DINING AREA 27 SF
W&D CLOSET 12 SF
SHAFT 3 SF
SHAFT 3 SF ENTRANCE 61 SF KITCHEN 82 SF
ADA BATH. 92 SF
KITCHEN 70 SF
ADA BATH. 88 SF
ONE BEDROOM TYPE
1-B
674 SF 117 SF BALCONY
ADA BATH. 80 SF
ENTRANCE 81 SF
ENTRANCE 91 SF
KITCHEN 65 SF
W&D CLOSET 11 SF
KITCHEN 59 SF
ONE BEDROOM TYPE
1-C
624 SF 112 SF BALCONY
ONE BEDROOM TYPE
1-D
611 SF 81 SF BALCONY
ONE BEDROOM TYPE 591 SF 81 SF BALCONY
‐ ‐ ‐ ‐ ‐
1-A
ENTRANCE 88 SF
BEDROOM 146 SF
SITTING AREA 124 SF
BEDROOM 5
BEDROOM 177 SF SITTING AREA 165 SF
SITTING AREA 154 SF
MASTER BR. 134 SF
MASTER BR. 161 SF
WARDROBE 13 SF
MASTER BR. 6
SITTING AREA 4
MASTER BR. 157 SF
-
DINING AREA 102 SF ADA BATH. 56 SF WARDROBE 9
DINING AREA 56 SF WARDROBE 12 SF
DINING AREA 66 SF
WARDROBE 16 SF
W&D CLOSET 12 SF
KITCHEN 101 SF DINING AREA 3
ENTRANCE 107 SF ENTRANCE 117 SF
ADA BATH. 7
BATHROOM 8
KITCHEN 2
BATHROOM 93 SF
MASTER BR. 142 SF BATHROOM 50 SF
SHAFT 3 SF
0 SF BALCONY
TWO BEDROOM TYPE
2-C
923 SF 214 SF BALCONY
TWO BEDROOM TYPE
2-D
932 SF 96 SF BALCONY
TWO BEDROOM TYPE 845 SF 178 SF BALCONY
FINISHING SCHEDULE
A
DINING AREA 114 SF
1 2 3 4 5 6 7 8 9 10 11
MASTER BR. 133 SF
BEDROOM 136 SF
MASTER BR. 142 SF
ADA BATH. 66 SF
WARDROBE 18 SF SITTING AREA 184 SF SITTING AREA 169 SF
SITTING AREA 128 SF
WARDROBE 14 SF
WARDROBE 11 SF
ADA BATH. 56 SF
KITCHEN 95 SF
BATHROOM 27 SF
ENTRANCE 51 SF
SHAFT 3 SF
DINING AREA 51 SF
KITCHEN 74 SF
BATHROOM 74 SF
W&D CLOSET 9 SF
SHAFT 3 SF
ENTRANCE 28 SF ADA BATH. 56 SF
ENTRANCE 110 SF
W&D CLOSET 8 SF
TWO BEDROOM TYPE
2-F
742 SF 112 SF BALCONY
W&D CLOSET 11 SF
SHAFT 3 SF
MASTER BR. 120 SF
WARDROBE 13 SF
TWO BEDROOM TYPE
2-G
829 SF 111 SF BALCONY
THREE BEDROOM TYPE
C
D
E
● ● ● ● ● ●
F ● ● ● ● ● ● ● ● ●
●
G
●
I
J ● ● ● ● ● ● ● ● ● ●
K
● ●
L
M
N O ● ● ● ● ● ● ● ● ● ●
Date
GYPSUM BD-W
TILE WITH CONC.
GYPSUM BD-W
TRAVERTINE TILE
H
P
Room Legend ADA BATH.
KITCHEN
WARDROBE
BATHROOM
MASTER BR.
BEDROOM
SHAFT
PROJECT NAME:
DINING AREA
SITTING AREA
ENTRANCE
W&D CLOSET
Project Name PROJECT ADDRESS:
Enter address here
840 SF 182 SF BALCONY
30"
34" 30"
60" COUNTER/SINK WORK SURFACE CBC 1133A.3
1BD=12 UNITS
THIRD
FOURTH
1BD=12 UNITS
1BD=12 UNITS
MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR
1. ALL DWELING UNITS ARE TO BE ADA ADAPTABLE UNITS
48"
3 PER CBC 1134A.2, OPTION 2, MINIMUN 1 BATHROOM SHALL COMPLY WITH ACCESSIBLITY REQUIREMENTS.
CBC FIGURE 11A-8F
CBC 1132A.5.1 EXCEPTION 1
39"
CBC 1132A.5.1 EXCEPTION 1
39"
36"
INTERIOR ROOM SEPARATION WALL
60
24"
INTERIOR PLAMBING /CORRIDOR WALL
1BD=9 UNITS 2BD=4
SECOND LEVEL:
2. ALL DWELING UNITS ARE ACCESSIBLE. 42"
60" DIA. CIRCLE
FIRST
TOTAL NUMBER OF UNITS: 94 UNITS
18"
INTERIOR UNIT SEPARATION WALL
PULL SIDE
48
48" DIA. CIRCLE
MANEUVERING CLEARANCE AT UNIT PRIMARY ENTRANCE/EXIT, EXTERIOR/INTERIOR CONDITION.
48"
PUSH SIDE
44"
EXTERIOR WALL: WHITE PLASTER
36" 12"
36" DIA. CIRCLE
PUSH SIDE
36"
36
CBC 1126A.3
18"
EXTERIOR WALL: GREY PLASTER
30" COUNTER/SINK WORK SURFACE CBC 1133A.3
34"
36" CLR. SPACE IN FRONT OF TOILET CBC 1134A.7-1 WITH EXCEPTION
EXTERIOR WALL: WOOD SIDING
48" MIN.
30" X 48" CLR. SPACE
PULL SIDE
WALL LEGEND:
19" MIM.
30"
36"
2-E
BATHROOM 67 SF
KITCHEN 66 SF
ENTRANCE KITCHEN DINING AREA SITTING AREA BEDROOM MASTER BR. ADA BATH. BATHROOM WARDROBE W&D CLOSET SHAFT
B ● ● ●
WALL FINISHING
No
SHAFT 3 SF
SHAFT 3 SF
FUNCTION
SALTILLO TILE
ROOM NO. BEDROOM 115 SF
WOOD
WARDROBE 13 SF
TRAVERTINE TILE
CARPET
BEDROOM 134 SF
SAITILLO TILE
FLOOR FINISHING BASE FINISHING LINOLEUM (WOOD)
ROOM CATEGORY WARDROBE 16 SF
CELLING FINISHING
.
984 SF
2-B
.
ONE BEDROOM TYPE
W&D CLOSET 8 SF
01
2-A
ENTRANCE 46 SF
SHAFT 11
SHAFT 3 SF
Date
KITCHEN 68 SF
ENTRANCE 1 ADA BATH. 56 SF
Revision Description
KITCHEN 64 SF
BATHROOM 95 SF ADA BATH. 56 SF
WARDROBE 16 SF
WARDROBE 9
No
W&D CLOSET 12 SF
SHAFT 3 SF
W&D CLOSET 10
WARDROBE 16 SF
WARDROBE 20 SF
MANEUVERING CLEARANCE AT UNIT INTERIOR W/36" POCKET DOOR.
4. REINFORCED WALLS TO ALLOW FOR THE FUTURE INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB AND SHOWER.
ADDITIONAL NOTES: 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 . POWER SUPPLY: FOR NEW CONSTRUCTION , REQUIRED CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP . ALARM WIRING SHALL BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION . INTERCONNECTION: WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UINIT OR WITHIN A SLEEPING UNIT , THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
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) . ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS . 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 . 2. HORIZONTAL SEPARATION - FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDINGS , FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS 1-HOUR RATED HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711 .
SHEET TITLE:
UNIT FINISHING PLAN 3/16" = 1'-0" OWNER:
Owner
SHEET NUMBER:
A‐2.7.1
EXISTING STREET TREES ALONG N FIGUEROA ST TO REMAIN, TYP. SITE WORK SEE SITE PLAN FOR MORE INFORMATION
N FIGUERA ST A
B1
C1
D1
E1
F1
G1
H1
I1
J1
K1
L2
1 1
A-3.0
A-4.2
1
309'-6"
A-4.1
8
G-11
G-10
8'-9"
8'-6"
8'-6"
8'-6"
2'-0"
8'-6"
8'-6"
8'-6"
2'-0"
7
G-08
8'-6"
8'-6"
2'-10" 4" 2'-6 3/4" 4 3/4" 6'-1"
KITCHEN
4
2'-11"
3
2'-10" 4"
1A 5'-2 1/2"
4 1
4A
3
2'-0"
2A
5B
1'-6 3/4" 4"
5'-0"
1'-0"
H
BATHROOM
ENTRANCE
5'-2"
2'-5"
7'-6 3/4" 6'-11 1/2"
4 4
60 ADA BATHROOM
2'-6 3/4"
60 KITCHEN
60
1 4 4
5B
3
838 SF
3
5'-2 3/4"
8"
WARDROBE
4 3/4"
L1-01
4'-8 1/4"
2'-0"
UNIT 2D
7'-7"
3
DINNING AREA
2'-6"
L1-02
5'-0"
3
UNIT 1B DINING 3AREA
1'-6"8 3/4"
11'-0"
9'-8 1/2"
4" 2'-10"
3
4'-0"
4B
SITTING AREA
641 SF
ADA BATHROOM 60
H
MASTER BEDROOM
JT
JT
JT
JT
8" 8"
JT
8"
G-09
8'-6"
3
SITTING 3 AREA
4" 4 3/4"
3'-9 3/4"
3
7 F.E.E 81.00
11'-0" BEDROOM
1
2
3
4
5
6
7
8
9
10 11 12
RAMP UP 30'-0" @ MAX. 8%
UP
RAMP UP 57'-6" @ MAX. 8%
10
14'-8"
G-12
I
A-7.1
16'-4"
G-13
2
2'-10"
2'-7 1/2"
11'-0 3/4"
STOOP
3'-6"
4
1
4
JT
G-14
3'-0"
11
12
17'-4"
KITCHEN
G-15
8'-0"
12'-5"
17'-3 1/4" 9 10
3
3
4
3'-3 1/2" 4 3/4" 4"
7 8
60
4
5'-2"
1
6
ADA BATHROOM
60
5
W&D CLOSET 3'-3"
3
KITCHEN 60
4" 4 3/4"
3
671 SF KITCHEN 60
4B
3'-0"
I
2'-0"6 3/4"
ADA BATHROOM
4'-3 1/4"
6
3
7'-1 1/2"
674 SF
3
L1-03
5
2'-10" 4"
2'-0"
4
10"
3
2'-0"
5'-11"
W&D CLOSET
L1-04
4'-3 1/4"
DINING AREA
2'-10" 4"
DINING AREA
4'-0"
3'-0"
7'-1 1/2"
10"
UNIT 1A
3
10"
UNIT 1A
4 3/4"
2
3'-2"
5'-11"
3
4'-10"
13 A-7.0 1'-6" 3'-0"
WARDROBE 6'-0 3/4"
W&D CLOSET
12'-5" 2'-10" 4"
W&D CLOSET
4 3/4" 9"
3
6'-4"
BATHROOM
UP 1
1'-8" 4 3/4"
1'-5 1/2"
3'-2"
17'-3 1/4"
RAMP UP 30'-0" @ MAX. 5% 38'-0 3/4"
RAMP DN 30'-0" @ MAX. 5%
3'-0"
4B
2'-11 1/4"4 3/4" 4"
3
4 3/4"1'-8"
3'-0"
7
11'-4"
5A
5'-2"
2'-0"6 3/4"
1
5'-2"
4'-2"
5'-2"
60
4
7'-2 1/4"
4" 4 3/4"
8
2
BEDROOM
10"
WARDROBE1B
9
2
A-9.3
5B
2'-0"6 3/4"
60
1'-8 3/4"
WARDROBE
ADA BATHROOM
3
1'-8 3/4"
5'-2"
KITCHEN 60
3
5'-2"
12 11 10
2A
1B
3
5B
3'-2"
3
4B
4 3/4"2'-11 1/4" 4"
RAMP UP 30'-0" @ MAX. 9%
3'-0"
W&D CLOSET
4'-3 1/4"
674 SF
BATHROOM
2'-10" 4"
L1-05
3'-2"
3
2'-10" 7'-6 1/2"
7'-6 3/4"
5'-11"
RAMP UP 25'-0" @ MAX. 8%
13'-9 3/4"
7 3/4"
4'-0"
4B
W&D CLOSET
RAMP UP 25'-0" @ MAX. 8%
14'-11 1/4" 4'-3 1/2"
5A 3'-2"
2'-10" 4"
310"
4'-0"
2'-6"
2'-0"
7'-2 1/4"
9 8 7
4 A-7.0
6
4
1'-9"
WALL PER LANDSCAPE
3
8.5X18
8.5X18
8.5X18
8.5X18
4'-0" 8'-6"
8.5X18
5'-0"
8'-0" RAMP DN 0% @ MAX. 1
31'-4"
26'-2"
ADA BATHROOM 60
7
G-07
ADA BATHROOM
2'-4"
4" 3'-0" 4 3/4"
3
F.E.E 74.00
UP
‐ ‐ ‐ ‐ ‐
8.5X18
4'-10"
8.5X18
3'-6" 1'-8"
8.5X18
8.5X18
RAMP UP 83'-0" @ MAX. 5% TO F.F.E. 79.17
173'-10" 1
A-9.2
1'-6"
8'-9"
8.5X18
8.5X18
8.5X18
8'-6"
8'-6"
8'-6"
G-17
G-18
G-19
2'-0"
8.5X18
8.5X18
8.5X18
8'-6"
8'-6"
8'-6"
G-20
G-21
G-22
2'-0"
8.5X18
8.5X18
8'-6"
8'-6"
G-23
G-24
8'-9"
8.5X18
8'-6"
1
COURTYARD, SEE LANDSCAPE DWGS FOR MORE INFORMATION
1'-6"
PROPERTY LINE
8.5X18
2
Date
J2
Revision Description
F.E.E 75.00
I3
8.5X18
5'-0"
8
8.5X18 8'-6"
8.5X18 8'-6"
8.5X18 8'-6"
2'-0"
8.5X18 8'-6"
8.5X18 8'-6"
1'-9"
7
G-38
G-39
G-40
G-41
G-42
G-43
G-44
G-45
G-46
G-47
STAIR 1
24'-0"
216 SF
JT
10
14 13 12 11 10 9
8
7
6
5
11
4
3
2
7
16
ELEV. 2
14 A-7.1
REC ROOM 20
G-03
1
UP
JT
JT
A-7.1
7
RAMP UP 10'-0" @ MAX. 5%
7'-0"
4 6
121'-6 1/4"
6
6
658 SF
REC ROOM G-04 1031 SF
30'-6" 20
5
47'-5"
6 A-7.1
20
4
7 7
8"6'-6 1/4"
JT
16
16
---
59 SF
15
5 UP 16
8'-6"
8.5X18 8'-6"
No
2'-0"
17'-2"
7 5'-2"
9
8.5X18 8'-6"
Date
7
8.5X18 8'-6"
A-9.3
3 3'-2"
8.5X18 8'-6"
21'-2 3/8"
JT
8.5X18 8'-6"
5
21'-2 3/8"
3
1'-9"
5
G-01
8'-6"
8.5X18
5 A-7.0
28'-0"
6
04/22/02
0'-6" LOWER THAN THE GROUND LEVEL
G-02
RAMP DN 64'-0" @ MAX. 5% TO F.F.E. 72.50
JT
6
G-04
5'-0"
RA MP UP @ 8'MA 0" X. 10 %
JT
5
LADDERING PAD AREAS PER OCFA
A-3.1
29'-8 3/8"
8.5X18
KITCHEN 60 4
G-05
8'-0"
27'-6"
1'-0" 1'-0"
8'-6"
8.5X18
27'-6"
8'-6"
8.5X18
1'-6"
G-03
27'-6"
8.5X18
8'-9"
8'-6"
8'-6" 8'-6"
8.5X18
8'-6"
32'-6"
8.5X18 8.5X18
8.5X18
8'-6"
27'-6"
G-35
8.5X18
2'-0"
2'-4"
8.5X18
8'-6"
8'-6"
8.5X18
8'-6"
8.5X18
8.5X18
8'-6"
36'-0"
TRUCK LOADING SPACE 10'X25'-10"
TO F.E.E. 79.17
124'-2" 8.5X18
2'-0"
G-25
RA MP DN @ 8'MA 0" X. 10 %
A-9.2 ELEV. 1 59 SF 15 15
2'-6" 1'-0 3/4" 3'-0" 4 3/4" 3
5B
8'-6"
G-26
JT
3
8'-6"
G-27
17'-0"
10 1/4"
2A
5
4" 2'-10" W&D 10" CLOSET
2
8'-6"
G-28
36'-0"
GREASE INTERCEPTORS BELOW
2
JT 1
8'-6"
G-29
JT
3'-0"
4'-10" 5'-2"
BEDROOM
2A
G-30
9'-8 1/4"
3
6"
11'-4 1/4"
H
G-31
A-9.0
8"
17'-3 1/4"
4'-0"
4
ADA BATHROOM 60
631 SF
4B
12'-5"
1'-8" 2'-10" 4" 4 3/4" 4 3/4" 8'-4 1/4"
3
A-7.1
L1-13
WARDROBE 6'-1 1/2"
SITTING AREA
2A
4
UP
G-37
DINING AREA
11'-0 1/2"
5
13
UNIT 1C
2
STOOP
6
G-32
6
1
1 I
G-33 2'-0"
8.5X18
2'-0" 2'-0"
5 7
G-36
60
KITCHEN
DINING AREA 2'-6"
8
14'-0"
17'-4" 8"
7
1
3
1
9
1'-0"3'-0"
2'-4"
2'-4"
4
8'-6"
6 3/4" 2'-0"
624 SF
10
8'-7"
3
7'-4"
299 SF
9'-8 1/4"
L1-12
I
10
G-34
G-09
36'-0"
4'-0"
8 9
3 7 3'-0" 1'-4"
4'-0"
UTILITY
5'-2"
ADA BATHROOM 60
10"
3
4" 2'-10"
3'-2"
318 SF
RAMP DN 61'-6" @ MAX. 20%
8" ADA BATHROOM 60
3
4" 4 3/4" 4" 3'-0" 4 3/4"
W&D CLOSET
4B
4 A-9.0 4
5'-2"
3'-0"
3'-2"
6'-9 3/4"
3'-0" 3'-0"
6'-9 3/4"
7'-4"
4B
5'-1 1/4"
WARDROBE
3
4" 4 3/4"
STOOP
7
12'-0"
2
6
10"
G-10 TO F.E.E. 89.70
1
3
RAMP UP 83'-2" @ MAX. 20%
60
KITCHEN
BIKE PARKING
9'-8 1/4"
W&D CLOSET
4" 4 3/4"
SITTING AREA
4
5
35'-0"
DINING AREA
1'-8"4 3/4"
3
4
2'-0"
3
UNIT 1B
2
UP
3
60 KITCHEN
UNIT 1A
3'-0"
4
6 3/4" 2'-0"
4" 2'-10"
5'-1 1/4" 1'-5"5 3/4"
5A
WARDROBE
5A
7" 7" 4'-2" 4'-10"
9"
BEDROOM
10'-4"
H
5 3/4"1'-5"
4'-10" 4'-2"
1
12'-5"
2
984 SF
4 3/4" 9"
F.E.E 79.17
9'-0"
624 SF4'-0"
9"
BEDROOM
10'-4"
H
A-3.0
2
6'-9 3/4"
WARDROBE
3'-0"
2
23'-6"
3
3
3
9'-8 1/4"
L1-11
12'-5"
2
L1-06
5'-2"
3
DINING AREA
2
17'-3 1/4"
23'-6"
10"
UNIT 1B SITTING AREA
6
1
1
3'-2"
624 SF
I
2A 2A
1
1'-6"
2'-6"
12'-0"
STOOP
7
A-9.0
225'-0"
STAIR 4
4'-0"
18
160 SF 15
85'-8 3/8"
6
LEASING OFFICE RETAIL TRASH
G-01
10 9 8 7
F.E.E 73.50
5 4
F.E.E 74.50
3
1
2
A-9.1 1 4'-0" UP F.E.E 74.50
5
RETAIL SPACE 2
16
8'-8" 20
G-02 4253 SF
PROJECT NAME:
5th & Harbor
LOBBY
UTILITY
G-06
G-08
2
12 A-7.0
6
6
6084 SF
2 A-9.1
PED. RAMP
49'-9"
RETAIL SPACE 1
RAMP UP 48'-5" @ MAX. 5%
F.E.E 75.50
A-9.2
265 SF
6
4
SIX TRASH BINS SIZE: 7'-0" X 4'-0" X 4'-0"
6" HEIGHT DIFFERENCE F.E.E 75.00
RAMP UP 48'-5" @ MAX. 5%
G-07
16
A-9.0 32'-0"
A-2.0.1 A-4.1
460 SF
TO F.E.E 75.00
1
11
5
G-05 2
12
847 SF
112 SF WAVE STYLE BIKE RACK
PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
15'-0"
5 3
16
A-9.2
5
5 5
5
5 1
5 16
16
SHEET TITLE:
T
1
16
A-3.1
5
01
5
13
No
PLAZA
14
49'-7 7/8"
3
RAMP UP 26'-1" @ MAX. 8%
W 5TH ST 6
WARDROBE
11 1/4"
SITTING AREA
10 11 12
9
2A
2
1
8
STOOP
1
2B
7
H
2A
11'-2 1/4"
6
12'-4 3/4"
I
SITTING AREA
5
6 3/4" 2'-0"
8
5
UNIT 2A 8 3/4"
11 1/4"
A-9.3
8'-0" RAMP UP 0% @ MAX. 1
L1-10
17'-3 1/4"
A-4.0
60
4'-0"
1
9
UP
A-4.0
5'-2"
3'-7 7/8"
10'-9 1/4"
4
2'-0"
PROPERTY LINE
10
4
2
4" 2'-10"
1
5
1
34'-6"
2'-6"
10
2
10"
4B
I
9
3 2'-10"
4'-0 3/8"
3
H
2A
BEDROOM
G-06
7
2 1'-8 3/4"
2B
2
4
2'-2"
STOOP
6
1
3
DINING AREA
5
SITTING AREA
5
BEDROOM
5B
DINING AREA
1'-11 1/4" 2'-10" 8 3/4" 4 3/4" 3
ADA 60 BATHROOM
2
3 3'-1"
4'-1 1/4"
2
1
6
STOOP
I
2
BEDROOM
MASTER BEDROOM
STOOP
2 2
10'-9 1/4"
7
7
2
I
8
H
5
KITCHEN
2
4'-9"
1
8.5X18
UNIT 1B
SITTING AREA
4
2B
12 11 10 9
13'-0"
60
60
3
2'-4"
G-16 10"
2
2
12'-0"
1
7
1'-5"5 3/4"
4'-2" 9" 12'-5"
UP
STOOP
9 10 11 12
H
13'-0"
STOOP
8
11
W&D CLOSET
4" 4 3/4"
23'-6"
17'-3 1/4"
3'-0"
4
2A
5B
4
W&D CLOSET
4'-10"
10'-4"
H
BEDROOM
1
4B
5A
WARDROBE
4" 2'-10"
7"
2A
4
5
7
1
7'-3 1/4"
3
5A
8
60
6
6
UP 1
1 2
1
10 3/8"
1
7 1/8"
WARDROBE
1
25'-0"
2
9" 1'-6" 4'-0"
BEDROOM
H
10'-3 1/8"
UP
ADA BATHROOM 60
2'-9"
3
5'-1 1/4"
2
2'-10" 3 3/4"
1
932 SF
3
5'-3"
4" 3'-0" 4 3/4"
7
2'-0"
DINING AREA 5'-1 1/4"
SITTING AREA
2A
4
5'-1 1/4"
4B
8
4
8'-0 1/8"
5" 2'-10"
5
L1-09
I
6
5'-0"
KITCHEN
3'-10 3/4"
7
3 624 SF
UNIT 2C
7'-4"
8
2'-0"
3
STOOP
11'-7 3/8"
33'-6"
10 9
2'-10"
3
2
6'-9 3/4"
9
1'-0" 9 1/4"
3
3'-5 1/2" 13'-3 1/8"
2A
L1-07
11 10
3'-5 1/2"
2'-10" 4"
DINING AREA
BATHROOM
4
3
7'-8 3/4"
3
4 3/4"1'-10"
2'-4"
3'-8 1/4"
5A
10 3/4"WARDROBE 4'-0" 6"
2'-11"
3
3'-2 1/2"
MASTER BEDROOM
10'-0 3/4"
H
3'-4 3/4"
2A
UNIT 1B
1'-5"5 3/4" 7'-4"
60
1
9
17'-3 1/4"
7 3/4"
60 KITCHEN
4"
5'-2"
10
ADA 60 BATHROOM
7'-6 3/4"
5'-2"
F.E.E 81.00
9
4'-0"
984 SF
1'-11 1/4" 2'-10" 8 3/4" 4 3/4" 3
8
F.E.E 75.50
3
3
3'-0"
9'-8 1/4"
3'-0"
7
L1-08
3
1
6
8 3/4"
4" 4 3/4"
10 11
1
7"
WARDROBE
3'-7 7/8"
2'-0"6 3/4"
5
950 SF
4'-1 1/4"
4B
4
4'-0"
G-11
3 2'-10"
UNIT 2A 2'-10"
3
DINING AREA
7'-6 1/2"
18
2
4'-0 3/8"
2'-0"6 3/4"
WARDROBE
W&D CLOSET 10" 2'-10" 4"
GYM
3'-1" 4'-3 1/2"
UP 1
4'-2"
3
5B 16
9"
9
2B SITTING AREA
4'-10"
5'-2"
4'-9"
SITTING AREA
WARDROBE
7 1/8"
5A
32'-0"
5'-0"
MASTER BEDROOM
7"
4"
1
8
10'-9 1/4"
BEDROOM
W&D CLOSET 10" 2'-10" 4"
13'-9 3/4"
SITTING AREA
3 5
BEDROOM
1
2
7
4"
2
4"
1
2
A-4.2
12'-0"
12'-0"
10'-9 1/4"
1
10'-8"
2
6
H
STOOP
I
5
H
10'-4"
STOOP
14'-11 1/4"
18
5
I
17'-3 1/4"
H
10'-8"
BEDROOM
2A
UP
3 5
2'-0"6 3/4"
4
4
12'-5"
5
A-7.1
2
3
4'-0"
6
2 4
7'-1 1/2"
7
WARDROBE
8
4'-0"
9
5A
10
7"
10
2
9
3'-0" 1'-3 1/4"
8
H 3'-0" 1'-3 1/4"
10
7
1
17'-3 1/4"
3
6
24'-0"
UP 1
12'-5"
2
3
5
9'-6" 5
UP
4'-0"
2
3 4
2A
25'-0"
7'-1 1/2"
2
3
I
35'-0"
UP 1
1
3
2
5
UP
2
A-9.1
25'-0"
FIRE HYDRANT
UP 1
1
3
35'-0"
2'-0"6 3/4"
UP
35'-0"
PROPERTY LINE
10"
23'-6"
5'-2"
35'-0"
FIRE HYDRANT
12'-5"
37'-6"
16
7
1
5
CANOPY ABOVE CANOPY ABOVE
CANOPY ABOVE
GROUND FLOOR PLAN
CANOPY ABOVE
CANOPY ABOVE
CANOPY ABOVE
CANOPY ABOVE
CANOPY ABOVE CANOPY ABOVE
1/8" = 1'-0"
12'-0"
OWNER:
CHARLES COMPANY
23'-6"
A
35'-0"
B
25'-0"
C
25'-0"
D
25'-0"
E
25'-0"
F STREET TREE PER LANDSCAPE,TYP.
60'-0"
322'-10" G
H
N HARBOR BLVD
25'-0"
I FIRE HYDRANT
35'-0"
J
SITE WORK SEE SITE PLAN FOR MORE INFORMATION PROPERTY LINE
35'-0"
K
SHEET NUMBER:
9'-4"
L
M
A‐2.1
B1
C1
1
D1
E1
1
A
A-3.0
1
F1
A-4.2
G1
H1
I1
J1
K1
L2
A-4.1
5 A-7.1
3 A-9.1
3'-0" 1'-3 1/4"
2
2'-10" 4"
DN
60
STAIR 3 350
3'-0" 5'-6"
163 SF
1 4
8'-6"
8'-6"
U2-41
U2-37
U2-36
U2-35
8'-6"
2'-0"
8'-6"
8'-6"
8'-6"
2'-0"
8'-6"
8'-6"
8'-6"
2'-0"
8'-6"
1A
8'-6"
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
27'-6"
8.5X18
8.5X18
8.5X18
27'-6"
8.5X18 8'-6"
8.5X18 8'-6"
8.5X18 8'-6"
8.5X18 8'-6"
8.5X18 8'-6"
2'-0"
8.5X18 8'-6"
8.5X18 8'-6"
35
41
36
40
37
39
1- SEE CIVIL PLANS FOR THE BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS. 2- ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, STUD, OR CENTERLINE OF COLUMN. 3- RAMP SLOPES ARE MEASURED FROM CENTERLINE OF RAMP. 4- THESE ARCHITECTURAL SHEETS ARE PROVIDED FOR OVERALL BUILDING REFERENCE REFER TO ENLARGED SEGMENT SHEETS REFERENCING EACH PLAN. 5- ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, FINISH, OR CENTERLINE OF COLUMN. 6- PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE RATED ASSEMBLES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES. 7- SEE STRUCTURAL DRAWINGS FOR: A- SIZE AND LOCATION OF FRAMING AND PLYWOOD SHEATHING B- SPECIAL NAILING AND BLOCKING 8- ALL STAIR, ELEVATOR, TRASHCHUTE AND VENTILATION SHAFTS TO BE 2HR FIRE RATED BARRIERS. 9- INTERIOR FINISHES SHALL COMPLY WITH SECTION 803.1 FLAME SPREAD PROVISION. 10- PROVIDE EXIT SIGNS (AND FLOOR LEVEL EXIT SIGNS AT INTERIOR CORRIDORS) CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.
U2-33 U2-32 U2-31
8'-6" 8'-6"
8"
8'-6"
8'-6"
8'-6"
8'-6"
8.5X18
8.5X18
8.5X18
8.5X18
2'-0"
U2-19
U2-20
8'-6"
8'-6"
8'-6"
8.5X18
8.5X18
8.5X18
U2-21 2'-0"
U2-22 8'-6"
8'-6"
8.5X18
8.5X18
8.5X18
2'-0"
8'-6"
60 ADA BATHROOM
U2-30
• Fire walls ,fire barriers, fire partitions, or any other wall required to have protected openings or penetrations shall be effectively and permanently identified with signs or stenciling. Such identification shall:
U2-29
8'-6"
8.5X18
• Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.
19'-3"
Date
8.5X18
8454 3/4"SF
WARDROBE
ENTRANCE 7'-0" DINNING AREA
4
60 ADA BATHROOM
4B
1 4'-6"
3
9 3/8" 2'-10" 4 3/4"
60 ADA BATHROOM
UNIT 2G
ENTRANCE
1
W&D 3'-6" CLOSET
4'-6"
3 60
8454 3/4" SF 7'-0"
KITCHEN 9'-7 5/8"
DINNING AREA
12'-4 3/4"
12'-4 3/4"
I
2
984 SF3 3 SITTING AREA
SITTING AREA BEDROOM
SITTING AREA
MASTER BEDROOM
1
1 3
10'-9 1/4"
1'-8 3/4"
4'-9"
984 SF
1'-0"
SITTING AREA
BEDROOM
BEDROOM
DECK
12'-7 3/4"
2
12'-7 3/4"
H
H
2
2B
DECK
1
I
1
I
DECK
12'-7 3/4"
2A
H
11'-5 1/4"
H
2A
2
2
DECK
2A
1
I
DECK
10'-8"
11'-5 1/4"
2A
H
H
12'-0"
2A
DECK
DECK
2
H
I
H
I
2
L2-25
3'-6"
3 984 MASTER BEDROOM
MASTER BEDROOM
4'-1 1/4"
3 DINING AREA
DN28
46
27
30
45
26
31
44
25
32
43
24
33
42
23
34
41
35
40
36
39
37
3 11 A-7.0
22
38
4'-0"
3'-9 1/4"
160 SF UP
47
W&D CLOSET
7'-6 1/2"
3
2'-10"
4'-0"
7"
3'-6"
1 A-9.1 6B
WARDROBE
5B 4'-9"
SF
7 1/8"
5'-0"
4"
3 SITTING AREA
1
10'-9 1/4"
10'-8"
12'-7 3/4"
5'-2"
6 3/4" 2'-0" 3'-7 7/8"
5A
WARDROBE
5A
WARDROBE
7" 4'-0"
4'-0 3/8"
1
1
I
2B
2
I
2
1
ADA 60 BATHROOM 4 3/4" 8 3/4" 2'-10" 1'-11 1/4" 3'-0"
8 3/4" 2'-10"
UNIT 2A
3
1'-3 1/4" 3'-0"
DECK
1
I
2
2A 2A
3'-1"
3
7 3/4"
L2-24
5B 7 1/8"
3
2'-10"
DINING AREA
7 3/4"
4'-3 1/2"
UNIT 2A
3
11'-2 1/4"
6 3/4" 2'-0"
4'-0"
4B
W&D CLOSET 5'-2"
3
3
5'-0"
KITCHEN 60
3
2'-10" 8 3/4"
WARDROBE
4"
674 SF
7'-6 1/2"
5'-2"
W&D CLOSET 4" 2'-10" 10"
3'-2" 10" 4" 2'-10" 7'-3"
BATHROOM
13'-9 3/4"
4'-9"
7'-6 3/4"
5'-2"
6 3/4" 2'-0" 7'-1 1/2" 4'-0"
2'-6"
7"
5A
WARDROBE
3
2'-10"
4'-0" 7 3/4"
1'-8"4 3/4"
L2-23
3'-7 7/8"
4'-1 1/4"
1
60
BATHROOM
13'-9 3/4"
7 1/8"
1'-3 1/4" 3'-0"
2
H
2
1'-3 1/4" 3'-0"
10'-8"
3'-0"
1 4" 4 3/4" 3'-0"
STAIR 4
10'-9 1/4"
BEDROOM
No
1
4" 4 3/4"
KITCHEN 60
4"
BEDROOM
1
4'-0 3/8"
3'-0"
5'-11"
UNIT 1A
A-7.1
4'-0" 8" 4'-0"
14'-11 1/4"
SITTING AREA
BEDROOM
3'-1"
4'-3 1/4"
DINING AREA
ADA 60 BATHROOM
4 3/4" 3'-0" 1'-11 1/4" 2'-10" 3 8 3/4"
WARDROBE
5'-0"
3 BEDROOM
6 3/4" 2'-0" 7'-6 1/2"
4'-0"
L2-22
1'-0"
3
11'-2 1/4"
4'-3 1/2"
4 3/4"
3
4B
12'-6"
12'-6"
3
W&D CLOSET 5'-2"
7'-6 3/4"
5'-2"
5'-2" 10"
4" 1'-8 3/4"
DINING AREA
5B
11'-5 1/4"
A-9.1
UNIT 2A
2'-0"
6
4"
11'-2 1/4"
BEDROOM
4 3/4"
WARDROBE
2
3
H
H
2A
DECK
DECK
H
2
3
3
3
ADA BATHROOM
3
60
1'-3 1/4" 3'-0"
1
3
DINNING AREA
3
2'-10" 8 3/4"
1
2
1 3
578 SF
4'-1 1/4"
60 KITCHEN
BATHROOM
4
4"
SITTING AREA
4 3/4"
L2-21
ADA BATHROOM 60
BATHROOM
4
14'-11 1/4"
SITTING AREA
11'-5 1/4"
1
60
17'-3 1/4"
1'-8 3/4"
4 3/4" 3'-0" 1'-11 1/4" 2'-10" 3 8 3/4"
4"
BEDROOM
4" 2'-10"
4'-0"
2'-6"
2'-6"
10"
5'-2"
ADA BATHROOM 60
578 SF
DINNING AREA
7'-3"
UNIT 1D
KITCHEN 60
4
12'-5"
1'-0" 1'-0"
L2-20
ADA 60 BATHROOM
60
13'-9 3/4"
5'-2"
6'-2 1/2"
60 KITCHEN
UNIT 1D
WARDROBE
674 SF
2'-10" 8 3/4"
3
4" 4 3/4" 3'-0"
L2-19
674 SF
2'-2 3/4"
W&D CLOSET 4" 2'-10" 10"
6 3/4" 2'-0"
1'-8"4 3/4"
WARDROBE
12'-5"
11'-2 1/4"
3'-0"
3'-0"
1
14'-11 1/4"
3
3
5'-11" 4" 4 3/4"
4"
WARDROBE 10'-1 3/4"
1
10'-9 1/4"
1'-8 3/4"
7'-1 1/2"
7'-1 1/2" 4'-0"
3'-0"
UNIT 1A
3'-0"
4"
60 KITCHEN 3'-2"
4 3/4"1'-8"
4'-3 1/4"
DINING AREA
3'-0"
1
5B
1
4" 2'-10" 7'-3"
2'-0"
UNIT 1A
4" 4 3/4"
17'-3 1/4"
14'-11 1/4"
BEDROOM
SITTING AREA
MASTER BEDROOM
A-9.2
5'-11"
17'-3 1/4"
SITTING AREA
2'-0"
DINING AREA
L2-18
674 SF 4
4'-3 1/4"
L2-17
984 SF 3 3
3'-0"
12'-5"
4'-9"
13'-9 3/4"
7 1/8"
ADA BATHROOM
3
3'-2"
7'-3"
WARDROBE
5'-0"
6 3/4" 2'-0"
5'-2"
5'-2"
4" 3'-0" 4 3/4"
W&D CLOSET
10"
1'-8"4 3/4"
60 KITCHEN
2'-2 3/4"
5B
3'-0"
60 KITCHEN
8 3/4" 2'-10"
1
WARDROBE
3'-7 7/8"
5'-11" 4" 4 3/4"
3
6'-2 1/2"
4 3/4"
3
4" 2'-10"
4'-0"
2'-6"
WARDROBE
UNIT 1A
3'-0"
4" 4 3/4" 3'-0"
W&D CLOSET
7'-1 1/2"
3'-2" 4'-0 3/8"
5A
4'-0" 3'-1"
4'-3 1/4"
DINING AREA
60
4
W&D CLOSET
10'-1 3/4"
5B 4"
6 3/4" 2'-0"
L2-16
2'-0"
60
ADA BATHROOM
3
W&D CLOSET
5B
WARDROBE
4
4
17'-3 1/4"
DINING AREA
ADA BATHROOM
3
4
12'-5"
WARDROBE
UNIT 2A
7 3/4"
4'-3 1/2"
3
60 KITCHEN
7"
3
2'-10" 8 3/4"
3
4'-1 1/4"
2'-10"
4B
A-9.0
BATHROOM
7'-6 1/2"
KITCHEN 60
4'-0"
W&D CLOSET 4" 2'-10" 10"
1
A-2.0.1 A-4.1
ADA 60 BATHROOM
60
60
4 3/4" 3'-0" 1'-11 1/4" 2'-10" 3 8 3/4"
2B 2
7'-6 3/4"
5'-2"
1
6 3/4" 2'-0"
3
4
7'-0"
L2-26
4 4
No
4'-0"
3'-3 1/2"
4B
W&D 3'-6" CLOSET
3
2'-2"
7'-2"
SITTING AREA
2
MASTER BEDROOM
04/22/02
60
KITCHEN 9'-7 5/8"
7'-2"
3
10"
BATHROOM
3
19'-3"
01
7'-10 3/4"
6'-2 1/8"
3
7'-2"
7'-5"
2'-10" 9 3/8" 4 3/4"
4"
Date
L2-27
JT
JT
JT
JT
JT
3'-3 1/2"
3'-0"
7'-2"
UNIT 2G
3
A-7.1
BEDROOM
3 3
5'-10"
4" 2'-10" 4B
2'-2"
WARDROBE
3 2'-10"
4'-0"
5B
32 31 30 29 28 27 26 25 24
SITTING AREA
3
BEDROOM
2'-6"
A-7.1
11'-0"
H 5'-5 1/2"
2
3
3
8'-6"
MASTER BEDROOM
---
14
2A
1
3
2
U2-13
2'-10" 4"
U2-12
2'-5 1/4"
U2-11
2'-6"
U2-10
5'-0" 2'-11 3/4" WARDROBE
U2-9
4"
U2-8
1
8'-8 1/2"
U2-7
DN
4
Revision Description
11'-6 1/8" 6'-8 1/4"
5'-7 1/4"
U2-6
33 34 35 36 37 38 39 40 41
11 JT
11'-6 1/8" 6'-8 1/4"
2'-10 3/4"
U2-5
6'-5 3/4"
U2-4
2'-6 3/4"
BATHROOM
4'-10 1/8"
3'-6 3/4"
5'-5 1/2"
19'-3"
11'-1"
U2-3
16'-4"
5'-3"
U2-2
UP
6 3/4" 2'-0"
3'-6"
5" 4 3/4"
5'-10"
2
18'-0"
U2-1
21 22 23
8 3/4" 2'-10" 4 3/4"
3'-7 1/2" 3'-10 3/4"
4'-0"
3'-0"
H
2
DECK
11'-1"
4"
JT
JT
3'-6"
MASTER BEDROOM
9 3/4"
2A
H
11'-0"
8'-6"
2B
2'-6 3/4"
2'-0"
H
7'-6 3/4"
8'-6"
H
2B
DECK
4'-3 1/2"
8'-6"
2
JT
6'-5 3/4"
8'-6"
2'-0"
H
8.5X18
3
8'-6"
8.5X18
2'-10"
8'-6"
8.5X18
7'-10 3/4"
8'-6"
8.5X18
8'-8 1/2"
2'-0"
8.5X18
5'-7 1/4"
8'-6"
8.5X18
2'-10 3/4"
8'-6"
8.5X18
5'-0" 2'-11 3/4" WARDROBE
8'-6"
8.5X18
4"
8'-6"
A-9.2
8.5X18
2'-10" 4"
8.5X18
2'-5 1/4"
8.5X18
8'-6"
8.5X18
12'-3 3/4"
8.5X18
12'-3 3/4"
60
KITCHEN
8'-8"
2
7'-0"
11'-2 1/4"
M
4'-4"
1 A-7.0
7'-6 3/4"
7'-5 1/2"
L
J2
U2-25
26'-8"
I3
A-3.1
COURTYARD BELOW 2
U2-27 U2-26
2'-0" 8'-6"
1 2'-4"
124'-2"
27'-6"
36'-0"
18'-0"
U2-23
8'-6"
ELECTRICALLY POWERED,SELF-LUMINOUS AND PHOTO LUMINESCENT EXIT SIGN SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLEDIN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CHAPTER 27.EXIT SIGN SHALL ILLUMINATED AT ALL TIMES.CBC 1011.5
U2-28
U2-18
8'-6"
U2-17
CONTRACTOR TO ISSUSE RFI (REQUEST FOR INFORMATION) FOR ITEMS THAT ARE UNCLEAR, OR CONTRADICORY DURING THE BIDDING PROCESS. ANY ASSUMPTIONS SHOULD BE IN WRITTING, AND NO DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE ACCEPTED UNLESS APPROVED DURING THE BIDDING PROCESS.
A-9.0 8.5X18
U2-16
NOTE:
• Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and
8'-6"
43
U2-15
NOTE:
A-7.1
A-9.3
2'-10"
3
FLOOR PLAN NOTES
6 A-7.0
6
13
UNIT 2B L2-15
W&D CLOSET 3'-3"
JT
JT
JT
42
• Include lettering not less than 3 inch (12.7 mm) in height with minimum 3/8 inch stroke, incorporating the suggested wording : FIRE AND/OR SMOKE BARRIER –PROTECTECT ALL OPENINGS,” or other wording
RA MP UP @ 8'MA 0" X. 10 % 2'-0"
8'-6"
U2-47
RA MP DN @ 8'MA 0" X. 10 %
2'-0" 8 3/4" 2'-10" 1'-11 1/4" 4 3/4" 3'-0"
8.5X18
U2-48
8'-6"
ADA BATHROOM 60
U2-49
" '-6
3
915 SF
43
34
JT 4'-0"
DINING AREA SITTING AREA
U2-50
8.5X18
R
4
5'-2"
4 3/4"
4'-0 1/2"
4 3/4"
8 3/4" 2'-10"
11'-0 1/2" 4 3/4" 11'-4 1/2"
U2-51
8.5X18
2'-4" 2'-4"
4" 3'-0" 4 3/4"
5'-2"
9'-8 1/4"
W&D 4" CLOSET 2'-10" 10"
4 3/4" 2'-6"
19'-2 3/4"
4 3/4" 11'-0 1/4"
DECK
U2-52
8.5X18
6 3/4" 2'-0"
WARDROBE
BEDROOM
DECK 35'-0"
U2-53
22'-0"
U2-14
3
13'-7"
13'-10 3/4"
U2-54
U2-24
2'-6"
10'-8 1/4"
U2-55
32'-6"
3
4" 4 3/4" 3'-0"
4" 4 3/4"
4'-0"
1
44
33
R 22'-0"
L2-14
5
U2-56
23 '-6 "
3
3'-0"
7'-4"
6'-9 3/4"
3
10"
UNIT 1B
45
32
18'-0"
3'-10"
ADA BATHROOM 60
7'-4"
6'-9 3/4"
3
3'-0" 5'-1 1/4"
5A
1'-5"5 3/4"
4" 2'-10"
3'-2"
DINING AREA
DECK
W&D CLOSET
4B
4 A-9.0 4
5'-2"
W&D CLOSET
624 SF
I
4"
8'-6"
28'-0"
60
12'-0"
2
3'-2"
KITCHEN
SITTING AREA
2
12'-5"
1'-3 1/4" 3'-0"
8.5X18 8.5X18
1'-9"
4'-0"
4" 4 3/4"
9'-8 1/4"
10"
4B
5'-1 1/4"
WARDROBE
5A
WARDROBE
9" 17'-3 1/4"
4" 2'-10"
31
2'-0"
2'-0"
0" 40'-
4'-10"
9"
BEDROOM
H
10'-4"
A-3.0
2
1
4'-2"
7"
7"
2A 2A
6
5 3/4"1'-5"
4'-10"
1
4'-2"
A-9.0
BEDROOM
10'-4"
5
H
DN
46
17'-0 5/8"
8.5X18
25'-6"
8.5X18 8'-6"
142.00°
1
2
3
4'-0"
RAMP DN 42'-0" @ MAX. 20%
6 3/4" 2'-0"
TO F.E.E. 89.70
RAMP UP 58-7 7/8" @ MAX. 20%
60
KITCHEN
R
L2-13 624 SF
MASTER BEDROOM
47 30
8.5X18
2'-0"
UNIT 1B
17'-3 1/4"
A-4.0
2'-5 3/8"
29'-8 3/8"
2'-0"
SITTING AREA
12'-0"
I
1'-0"
‐ ‐ ‐ ‐ ‐
8.5X18
4'-2 5/8"
1
DINING AREA
8.5X18 8'-6"
8.5X18 8'-6"
1'-9"
2'-6"
12'-5"
A-4.0
8'-6"
31'-4"
3
35'-4"
DINING AREA
DECK
1
5'-0"
H
BATHROOM
ENTRANCE
5B
1'-6 3/4" 4"
-
8.5X18
8.5X18
36'-0"
0" 8'N D % MP 10 A R X. A M @
2'-6"
2
2
U2-34
R4 0'-0 "
4
ADA BATHROOM 60
3 6'-9 3/4"
7'-4"
U2-38
0" 8'P U % MP 10 RA X. A M @
8"
2'-4"
4" 3'-0" 4 3/4"
5'-1 1/4" 3'-0"
U2-39
4'-0"
36'-0"
L2-12
1
U2-40
16'-4"
U2-42
18'-0"
U2-43
8'-6"
3'-0 1/2"
8.5X18
6 3/4" 2'-0"
7
1
JT
JT
27'-5 1/8" ADA BATHROOM
2'-9"
1'-9"
9'-8 1/4"
UNIT 1B
2'-10"
38
9"
4
5'-2"
3
3 4"
1
BATHROOM
KITCHEN
U2-44
U2-45
3'-10 3/4"
4B
35'-4"
60
12'-0"
DECK
4'-0"
624 SF
I
10"
2'-11"
7'-6 3/4"
12
173'-10" 3'-2"
4 3/4"
60
166 SF
60
60
KITCHEN
SITTING AREA
2
12'-5"
2
4B 4" 2'-10"
4" 4 3/4"
17'-3 1/4"
4
2A
STAIR 2
U2-46
3
10"
W&D CLOSET
1'-5"5 3/4"
5A
4'-2" 9" 4'-10"
10'-4"
H
BEDROOM
1
4
2'-0"
W&D CLOSET
WARDROBE
5A
WARDROBE
4" 2'-10"
7"
2A
4
UP
5" 2'-10"
2'-10" 3 3/4"
3
9" 1'-6" 4'-0"
BEDROOM
1
4
2'-0"
2'-5"
60 KITCHEN
4
932 SF
10 3/8"
8
7'-8 3/4"
3
L2-11 3
10'-3 1/8"
H
4
1
7'-3 1/4"
I 5'-3"
4
2'-10" 4" 2'-6 3/4" 4 3/4"
2'-6 3/4"
838 SF
A-7.1
8'-0 1/8"
UNIT 2C
2A
4
4
DINING AREA 5'-1 1/4"
SITTING AREA
11'-7 3/8"
DECK
2'-10"
3
2
3
5'-2"
3 2'-6 3/4"
47
L2-01
1'-8 3/4"
60 ADA BATHROOM
4'-8 1/4"
709 SF
8"
5B
2'-10"
46
5'-0"
WARDROBE
6'-1"
45
30
UNIT 2D
7'-7"
44
31
3
2'-10"
32
15L2-02 A-7.0
1'-6"8 3/4"
3'-6"
4
1
43
DINNING AREA
3
60
42
33
UP
ADA BATHROOM
3
34
UNIT 2E
12'-4 3/4"
5'-2"
671 SF
41
5'-2"
4B 4" 4 3/4"
40
35
6'-3 1/2"
3'-0"
10"
4'-3 1/4"
39
36
4 3/4"
3
37
10'-0"
5'-11"
W&D CLOSET
2'-10" 4"
38
3
1
3'-5 1/2"
3'-5 1/2"
2'-10" 4"
13'-3 1/8"
2A
2'-4"
3'-8 1/4"
5A
3
4 3/4"1'-10"
2'-11"
3'-4 3/4"
10 3/4"WARDROBE 4'-0" 6"
3'-2 1/2"
MASTER BEDROOM
10'-0 3/4"
H
3
4" 2'-10"
H
3
5'-2 1/2"
2A
BEDROOM
9'-8 1/2"
10'-2 3/4"
9'-10 1/4"
17'-2 3/4"
12'-5"
3
4'-0"
L2-03
KITCHEN 60
60 ADA BATHROOM
3
8'-10 3/4"
SITTING AREA
7'-2"
1'-6"
I
12'-4 3/4"
2'-6" 1'-1 1/4" 2'-10" 4" 4 3/4"
3'-0"
1'-8" 4 3/4"
3'-2"
4B
2'-0"
W&D CLOSET
2'-10" 4" 10"
4'-0"
DINING AREA
KITCHEN 60
3'-6"
5'-2"
5'-2"
60
4 3/4" 3'-0"
3
BATHROOM 1'-10 1/2"
UNIT 1A
3'-0"
7'-1 1/2"
KITCHEN 60
927 SF
3'-7 1/4"
5A
17'-3 1/4"
19'-2 3/4"
1'-8"4 3/4"
4" 2'-10" 4 3/4"
4" 4 3/4"
2'-0"6 3/4"
3
2'-6"
7'-6 3/4"
674 SF
3
H
11'-0 3/4"
2
WARDROBE1B
4'-5 3/4"
2A
DECK
10'-2 3/4"
3 1B
DECK
5B
5'-10 3/4"
WARDROBE
3 8 3/4" 2'-10"
L2-04
A-9.3
3 1'-8 3/4"
H 2A
11'-4 3/4"
9'-0"
3'-0" 1'-3 1/4"
2
4" 2'-0"
2'-10"
L2-05
4'-3 1/4"
1
BEDROOM
5A
UNIT 2B
7'-5 1/2"
3'-0"
2
11'-2 1/4"
SITTING AREA
DINING AREA
3
4'-0"
DINING AREA
2'-9 1/4"
4" 2'-10"
WARDROBE 5" 4'-0" 9 3/4" 5A
10"
UNIT 1A
5'-11"
ADA BATHROOM
1
3
4 3/4" 4"
4'-0"
2'-0"6 3/4"
60
3'-0"
3'-2"
1 3
4 3/4"1'-8"
2'-10" 4"
W&D CLOSET
3'-0" 4 3/4" 4"
10"
ADA 60 BATHROOM
2'-10 3/4"
7'-3"
8 3/4" 2'-10" 1'-11 1/4" 3'-0" 4 3/4" 3 60 KITCHEN
2A
BEDROOM
1'-7" 4 3/4"
I
I
3
SITTING AREA
3'-2"
W&D CLOSET
4'-0"
984 SF
1'-8 3/4"
WARDROBE
2'-10" 4B 4"
3
2'-10"
3
4'-1 1/4"
2B
H 9'-3 3/4"
DECK
11'-0 1/2"
MASTER BEDROOM
SITTING AREA
7'-1 1/2"
4'-3 1/2"
7 3/4"
8 3/4"
L2-06
9'-8"
13'-10 3/4"
5'-2"
WARDROBE
3 2'-10"
DECK I
4"
5'-2"
1
5'-0"
5B
UNIT 2A
BATHROOM
12'-5" 1'-0"
7 1/8"
2
1
A-9.3
3
DINING AREA
60
H
2'-6"
SITTING AREA
3'-7 3/8"
4'-0" 5A
WARDROBE
BATHROOM
2A
H
3
17'-3 1/4"
14'-11 1/4" 13'-9 3/4"
3'-6"
7"
WARDROBE
4'-0" 7"
3
5A
7 3/4"
60 KITCHEN
DECK
BEDROOM
5'-2"
ADA 60 BATHROOM
BEDROOM
7'-6 3/4"
60
2'-4"
3'-7 7/8"
DECK I
2
MASTER BEDROOM
3'-7 7/8"
2
2
4"
2
13'-9 3/4"
3
984 SF
1'-11 1/4" 2'-10" 8 3/4" 4 3/4" 3
7'-6 3/4"
ADA BATHROOM 60
1
7'-6 1/2"
3'-0"
L2-07
12'-7 3/4"
11'-2 1/4"
2'-0"6 3/4"
1
8 3/4"
KITCHEN BATHROOM
3'-0" 1'-3 1/4"
3'-0" 1'-3 1/4" 4"
4'-1 1/4"
2'-10"
4" 3'-0" 4 3/4"
UNIT 2A
4'-0"
4B
3 2'-10"
4'-0 3/8"
DINING AREA
H
H
1
4'-9" 3'-1"
WARDROBE
2
10'-8"
3
7'-6 1/2"
5'-1 1/4"
3'-2"
3 624 SF
4'-9"
4B
2'-0"
7 1/8"
I
10'-9 1/4"
2'-0"6 3/4"
1
5'-0"
W&D CLOSET 10" 2'-10" 4"
6'-9 3/4"
H
MASTER BEDROOM
5B
W&D CLOSET
L2-08
1'-5"5 3/4" 7'-4"
2'-10" 4"
DINING AREA
3'-0"
60
3
4"
310"
UNIT 1B
4" 4 3/4"
3
7 3/4"
60 KITCHEN
7"
4'-3 1/2"
4'-2"
5A
9"
2
DECK
2B
14'-11 1/4"
17'-3 1/4" 4'-10"
3
5'-2"
5'-2"
ADA 60 BATHROOM
4'-0"
3
984 SF
1'-11 1/4" 2'-10" 8 3/4" 4 3/4" 3
KITCHEN
4
12'-5"
13'-9 3/4"
L2-09
5A
8 3/4"
1 60
SITTING AREA
9'-8 1/4"
3'-0"
ADA BATHROOM 60
BEDROOM
4'-1 1/4"
DECK
1
1
828 SF
9
2
4"
3'-6" W&D CLOSET
10'-5 1/2"
UNIT 2A
2A
10'-9 1/4"
BEDROOM
WARDROBE
2'-0"6 3/4"
6'-11 1/8" L2-10
2'-10" 7 3/4"
SITTING AREA
3'-7 7/8"
7"
1'-6"
3 2'-10"
4'-0 3/8"
3
WARDROBE
DINNING AREA
H
3'-1"
DINING AREA
2'-10"
2'-7"
MASTER BEDROOM
2'-0"6 3/4"
3'-8"
1 5B
UNIT 2F
1
3
4'-0"
1'-5 1/4"
4'-9"
7'-6 3/4"
5'-0"
7 1/8"
4B
1'-0 1/4"
5'-0"
W&D CLOSET 10" 2'-10" 4"
WARDROBE
WARDROBE
BATHROOM
5'-2"
11 3/4" 2'-10" 4"
3
SITTING AREA
3 4"
BEDROOM
1
6"
7'-6 1/2"
2
5'-0"
1
2
4'-3 1/2"
2B
2'-6 3/4"
4" 2'-10" 4 3/4"
11'-10 1/8"
A-4.2
6" 10 3/4"
12'-0"
12'-0"
SITTING AREA 4" 2'-10"
H
H 10'-8"
2
10'-9 1/4"
BEDROOM
1 I
2
I
2'-6"
7"
I
10'-4"
DECK
WARDROBE
3'-0"
MASTER BEDROOM
11'-0"
10'-10 7/8"
11'-0 1/2"
I
DECK 2
10'-8"
10'-0 3/4"
DECK
2A
H
H
5'-2"
2A
4'-0"
I
14'-11 1/4"
10
H
3'-0" 1'-3 1/4"
2B
2
10'-8"
2 H
I
3
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
A-9.2
1
A-3.1
421 N HARBOR BLVD. SANTA ANA CA 92703
1
SHEET TITLE:
A
B
C
D
E
UNIT MATRIX UNIT TYPE UNIT 1A UNIT 1B UNIT 1C UNIT 1D UNIT 2A UNIT 2B UNIT 2C UNIT 2D UNIT 2E UNIT 2F UNIT 2G Grand total: 94
AREA 674 SF 641 SF 631 SF 932 SF 984 SF 927 SF 932 SF 838 SF 709 SF 828 SF 845 SF
G
WALL SCHEDULE
OCC. FACTOR 200 200 200 200 200 200 200 200 200 200 200
F
OCC. LOAD 3 3 3 5 5 5 5 4 4 4 4
Type Mark 1 1A 1B 2 2A 2B 3 4 5
1
Type
Fire Rating
1HR-WP 3820-9.25" Half 1HR-WP 3820-9.25" 2HR-WP3820-10.5" 1HR-ExU305-White Plaster 1HR-ExU305-Grey Plaster 1HR-ExU305-Wood Siding 1HR-U305-4 3/4" 1HR-U379-6 3/4" Curtain Wall
1A
1B
2
1 1 2 1 1 1 1 1 1
I
WALL SCHEDULE Function
Type Mark
Interior Interior Interior Exterior Exterior Exterior Interior Interior Exterior
2A
H
2B
5A 5B 5C 6 6A 6B 6C 7 8
3
Type
4
5
6
6A
1 1 1 2 2 2 2 2 3
Function Exterior Exterior Exterior Interior Exterior Exterior Interior Exterior Foundation
6B
K
KEYNOTE INDEX
Fire Rating
Curtain wall 24" Curtain wall 30" Curtain wall 36" 2HR-U334-8" 2HR-U334-Wood Siding 2HR-U334-White Plaster 2HR-U334-8"-Green Wall 2HR-Conc. Elev./Stair 3HR-Conc. Sep. Wall
J
7
8
CLASSIFICATION 1 1-A 1-C 1-D 1-E 2-A 2-B 2-C 3-A 3-B 3-C 4-A
DESCRIPTION Cast-in-place concrete footings, slabs, bands, curbs, paving and steps; refer to structural. Cast-in-place concrete podium planter Cast-in-place concrete columns; refer to structural. Cast-in-place retaining wall Cast-in-place concrete stairs Exterior plaster (black); manufacturer and color to be determined. Exterior plaster (white); manufacturer and color to be determined. Fiber cement panel siding (wood like); finish and manufacturer to be determined. Painted aluminum panel; manufacturer to be determined. Frameless glass (or curtain wall system); manufacturer to be determined. Green wall; manufacturer to be determined. Residential window system (sliding); manufacturer to be determined.
L
KEYNOTE INDEX CLASSIFICATION 4-B 5-A 5-B 5-C 6-A 6-B 7-B 7-C 7-D 7-E 8-A 8-B
M
SECOND FLOOR PLAN
DESCRIPTION Residential window system (fixed); manufacturer to be determined. Commercial double sliding door; manufacturer to be determined. Residential single sliding door; manufacturer to be determined. Fire-rated door; manufacturer to be determined. Glass guardrail; manufacturer to be determined. Metal guardrail; manufacturer to be determined. Roof ladder; manufacturer to be determined. Bike parking Metal canopy Wood louver Wall expansion joints Roof expansion joints
As indicated OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐2.2
C1
D1
E1
F1
A-3.0
B1
1
A
1
G1
H1
1
I1
J1
K1
L2
A-4.2
A-4.1
3 A-9.1
3'-0" 1'-3 1/4"
2
2'-10" 4"
1'-8 3/4"
65
DN
60 3'-0" 5'-6"
1 4
60 7'-6 3/4"
8'-6"
8'-6"
8.5X18
8.5X18
8.5X18
8.5X18
2'-0"
U3-40
8'-6"
8'-6"
8'-6"
8.5X18
8.5X18
8.5X18
U3-39
2'-0"
U3-38
U3-37
8'-6"
8'-6"
8'-6"
8.5X18
8.5X18
8.5X18
U3-36
2'-0"
U3-35
U3-34
8'-6"
8'-6"
8'-6"
8.5X18
8.5X18
8.5X18
8.5X18 8'-6"
8.5X18 8'-6"
8.5X18 8'-6"
8.5X18 8'-6"
2'-0"
8.5X18 8'-6"
8.5X18 8'-6"
8.5X18 8'-6"
2'-0"
2'-0"
58
U3-17
8'-6"
8'-6"
8'-6"
8'-6"
8.5X18
8.5X18
8.5X18
8.5X18
U3-18 2'-0"
U3-19
U3-20
8'-6"
8'-6"
8'-6"
8.5X18
8.5X18
8.5X18
U3-21 2'-0"
U3-22
8.5X18 8'-6"
8'-6"
8'-6"
8.5X18
8.5X18
8.5X18
2'-0"
60 ADA BATHROOM
U3-33 U3-32 U3-29
26'-8"
J2 Date 11'-6 1/8"
60
KITCHEN 9'-7 5/8"
2'-10" 9 3/8" 4 3/4"
8454 3/4"SF
WARDROBE
ENTRANCE 7'-0" DINNING AREA
4
7'-2"
60 ADA BATHROOM
4B
1 4'-6"
7'-2"
3
9 3/8" 2'-10" 4 3/4"
60 ADA BATHROOM
ENTRANCE
1
W&D 3'-6" CLOSET
4'-0"
4'-6"
60
845 SF
KITCHEN 9'-7 5/8"
4 3/4"
4
12'-4 3/4"
12'-4 3/4"
I
2
SITTING AREA BEDROOM
SITTING AREA
MASTER BEDROOM
1
1 3
10'-9 1/4"
DECK
2
I
12'-7 3/4"
12'-7 3/4"
H
H
2
2B
DECK
1
I
1
I
DECK
2A
12'-7 3/4"
H
H
11'-5 1/4"
2A
2
2
DECK
2A
1
I
DECK
10'-8"
11'-5 1/4"
2A
H
H
12'-0"
2B
2
1
3
3'-9 1/4"
2A
7 1/8"
4'-9"
3
1'-0"
BEDROOM
BEDROOM
DECK
2
MASTER BEDROOM
MASTER BEDROOM
51
60
52
59
53
58
54
57
55
10 A-7.0
A-9.1 6B
I
2
7 1/8"
5'-0"
4"
3 SITTING AREA
1
10'-9 1/4"
10'-8"
12'-7 3/4"
H
50
61
1
WARDROBE
4'-9"
3
1
1
I
DECK
AREA
3'-6"
W&D CLOSET
6 3/4" 2'-0" 7'-6 1/2" 2'-10"
7" 4'-0"
5A
3'-6"
4'-1 1/4"
3
984 SF DINING
7 3/4"
WARDROBE
WARDROBE
5A
4'-0"
7"
3'-7 7/8"
8 3/4" 2'-10"
L3-25
62
3
5B
5'-0"
SITTING AREA
H
I
4'-0 3/8"
UNIT 2A
3
49
56
5B
1'-3 1/4" 3'-0"
DECK
1
I
2
2A 2A
2
H
6 3/4" 2'-0" 7'-6 1/2"
3'-1"
7 3/4"
4'-3 1/2"
984 SF
DINING AREA
3
11'-2 1/4"
3
4'-0"
4B
W&D CLOSET 5'-2"
2'-10"
5'-2"
W&D CLOSET 4" 2'-10" 10"
3'-2" 10" 4" 2'-10"
7'-6 3/4"
5'-2"
6 3/4" 2'-0" 7'-1 1/2" 4'-0"
2'-6"
WARDROBE
7" 4'-0"
5A
3
1'-8 3/4"
3
13'-9 3/4"
SITTING AREA
1'-3 1/4" 3'-0"
2
2
1'-3 1/4" 3'-0"
10'-8"
6 3/4" 2'-0" 7'-6 1/2"
7'-6 3/4"
3
3
WARDROBE
4"
3
L3-24
4"
BEDROOM
1
7'-3"
UNIT 2A
48
63
10'-9 1/4"
BEDROOM
H
H
2A
DECK
DECK
H
01
11'-2 1/4"
1
1'-8"4 3/4"
ADA 60 BATHROOM 4 3/4" 8 3/4" 2'-10" 1'-11 1/4" 3'-0"
3
2'-10" 8 3/4"
3'-7 7/8"
KITCHEN 60
64
No
SITTING AREA
BEDROOM
3'-0"
4'-1 1/4"
BATHROOM
14'-11 1/4"
11'-2 1/4"
BEDROOM
BEDROOM
674 SF
1 4" 4 3/4" 3'-0"
BATHROOM
UP
4"
3
4'-9"
3
5B
1
7 1/8"
4"
BEDROOM
1 3
3 WARDROBE 10'-1 3/4"
11'-2 1/4"
SITTING AREA
4 3/4" 3'-0" 1'-11 1/4" 2'-10" 3 8 3/4"
WARDROBE
5'-0"
1'-0"
5B
3
SITTING AREA
5'-2"
4'-0 3/8"
A-7.1
2
1'-8 3/4"
3'-1"
6
1
60
1'-3 1/4" 3'-0"
1'-8 3/4"
WARDROBE
1
10'-9 1/4"
5'-2"
10'-1 3/4"
1
1'-0" 1'-0"
17'-3 1/4"
SITTING AREA
MASTER BEDROOM
5'-2"
984 SF
DINING AREA
5'-11"
4" 4 3/4"
5B
11'-5 1/4" 4"
1'-8 3/4"
4'-0"
WARDROBE
A-9.1
L3-23
DINING AREA
3'-0"
KITCHEN 60
2
4 3/4"
3
4'-3 1/4"
ADA 60 BATHROOM
13'-9 3/4"
4 3/4"
3
L3-22
3
DN65
4"
3
DINNING AREA
2'-10" 8 3/4"
ADA BATHROOM
3
UNIT 1A
2'-0"
BATHROOM
4
60
14'-11 1/4"
11'-5 1/4"
578 SF
4'-1 1/4"
60 KITCHEN
4
1
17'-3 1/4"
WARDROBE
L3-21
ADA BATHROOM 60
3 2
7 3/4"
578 SF
DINNING AREA
7'-3"
ADA BATHROOM 60
60
BATHROOM
UNIT 2A 2'-10"
L3-20
1
UNIT 1D
KITCHEN 60
4 3/4" 3'-0" 1'-11 1/4" 2'-10" 3 8 3/4"
4B
W&D CLOSET
12'-6"
12'-6"
UNIT 1D
ADA 60 BATHROOM
4
12'-5"
WARDROBE
60 KITCHEN
13'-9 3/4"
WARDROBE
6'-2 1/2" 5'-2"
5'-2"
1'-8"4 3/4"
2'-10" 8 3/4"
4'-3 1/2"
3'-0"
2'-2 3/4"
60
14'-11 1/4"
674 SF
3'-0"
4 3/4"
674 SF
10"
5'-11" 4" 4 3/4"
4"
3
4" 4 3/4"
4"
1
3
4" 4 3/4" 3'-0"
4" 2'-10"
L3-19
DINING AREA
3'-0"
3'-0"
3
3'-0"
4'-3 1/4"
2'-2 3/4"
1
60 KITCHEN 3'-2"
4 3/4"1'-8"
2'-6"
5'-11"
7'-3"
DINING AREA
UNIT 1A
2'-0"
2'-6"
L3-18
2'-0"
4'-0"
UNIT 1A
4'-3 1/4"
4'-0"
10" 4" 2'-10"
W&D CLOSET
W&D CLOSET 7'-3"
3'-0"
1
4 3/4"
7'-1 1/2"
7'-1 1/2"
3'-2" 4" 3'-0" 4 3/4"
8 3/4" 2'-10"
4
W&D CLOSET
W&D CLOSET 4" 2'-10" 10"
6 3/4" 2'-0"
6 3/4" 2'-0"
5'-2"
5'-2" 10" 4" 2'-10"
2'-6"
4'-0"
7"
ADA BATHROOM
3
3
A-9.2
14'-11 1/4"
BEDROOM
1'-8"4 3/4"
6'-2 1/2"
12'-5"
SITTING AREA
3'-0"
60 KITCHEN
3
3'-7 7/8"
4
3 3
674 SF
60 KITCHEN
12'-5"
4'-9"
4'-0 3/8"
5'-11" 4" 4 3/4"
4" 4 3/4" 3'-0"
17'-3 1/4"
7 1/8"
13'-9 3/4"
5'-0"
7'-1 1/2"
3'-2" 3'-1"
5B 4"
4'-0"
984 SF
L3-17
DINING AREA
3'-0"
3
17'-3 1/4"
DINING AREA
ADA BATHROOM
3
W&D CLOSET
5B
WARDROBE
4
4
60
12'-5"
WARDROBE
4'-3 1/4"
4
60
ADA BATHROOM
3
UNIT 1A
2'-0"
WARDROBE
4'-3 1/2"
3
60 KITCHEN
5A
L3-16
3
2'-10" 8 3/4"
3 2'-10"
4B
A-9.0
4'-1 1/4"
BATHROOM
UNIT 2A
4'-0"
W&D CLOSET 4" 2'-10" 10"
1
60
7 3/4"
KITCHEN 60
7'-6 1/2"
5'-2"
ADA 60 BATHROOM
60
4 3/4" 3'-0" 1'-11 1/4" 2'-10" 3 8 3/4"
2B A-2.0.1 A-4.1
7'-6 3/4"
1
4
6 3/4" 2'-0"
3
4
6 3/4" 2'-0"
4
7'-0"
3
L3-26 7'-0" DINNING AREA
No
3
UNIT 2G
3'-3 1/2"
4B
W&D 3'-6" CLOSET
SITTING AREA
2
MASTER BEDROOM
5'-2"
BATHROOM
3
3
3
Date
7'-10 3/4"
6'-2 1/8"
3
7'-2"
7'-5"
3
3'-3 1/2"
L3-27
JT
JT
JT
JT
JT
JT
UNIT 2G
3
BEDROOM
19'-3"
2'-2"
3 2'-10"
2'-2"
WARDROBE
A-7.1
3'-6"
5" 4 3/4"
DN
2'-6 3/4"
BATHROOM
4'-10 1/8"
3'-6 3/4" 8 3/4" 2'-10" 4 3/4"
3'-7 1/2"
4'-0"
4'-0"
5B
50 49 48 47 46 45 44 43 42
11
SITTING AREA
3
BEDROOM
4"
10"
A-7.1
51 52 53 54 55 56 57 58 59
JT
3
3'-0"
4" 2'-10" 4B
UP
6 3/4" 2'-0"
MASTER BEDROOM
---
14
2'-6"
2
U3-13
5'-10"
2
3
U3-12
8'-6"
U3-11
11'-0"
H 5'-5 1/2"
1
3
U3-10
2'-10" 4"
U3-9
2'-5 1/4"
U3-8
2'-6"
U3-7
5'-0" 2'-11 3/4" WARDROBE
U3-6
4"
U3-5
8'-8 1/2"
U3-4
5'-7 1/4"
U3-3
11'-1"
U3-2
2'-10 3/4"
7'-5 1/2"
1 19'-3"
6'-5 3/4"
2'-10"
U3-1
2A 6'-8 1/4"
06/22/17
11'-6 1/8" 6'-8 1/4"
7'-2"
5'-5 1/2"
11'-1"
5'-10"
2
18'-0"
39 40 41
5'-3"
915 SF
3'-10 3/4"
3'-0"
H
2
DECK
2'-6 3/4"
4"
JT
A-9.3
L3-15
9 3/4"
2A
H
11'-0"
8'-6"
2B
7'-6 3/4"
2'-0"
H
4'-0"
8'-6"
H
2B
DECK
4'-3 1/2"
8'-6"
2
JT
6'-5 3/4"
8'-6"
2'-0"
H
8.5X18
3
8'-6"
8.5X18
2'-10"
8'-6"
8.5X18
7'-10 3/4"
8'-6"
8.5X18
8'-8 1/2"
2'-0"
8.5X18
5'-7 1/4"
8'-6"
8.5X18
2'-10 3/4"
8'-6"
8.5X18
5'-0" 2'-11 3/4" WARDROBE
8'-6"
8.5X18
4"
8'-6"
A-9.2
8.5X18
2'-10" 4"
8.5X18
2'-5 1/4"
8.5X18
8'-6"
8.5X18
12'-3 3/4"
8.5X18
12'-3 3/4"
2
60
KITCHEN
8'-8"
7'-6 3/4"
Revision Description
2 A-7.0
JT 4'-0"
A-3.1
2
COURTYARD BELOW
A-7.1
UNIT 2B
11'-2 1/4"
2
3
2'-11"
• Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.
I3
3
3'-6"
MASTER BEDROOM
W&D CLOSET 3'-3"
JT
• Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and
8'-6"
13
2'-0"
ELECTRICALLY POWERED,SELF-LUMINOUS AND PHOTO LUMINESCENT EXIT SIGN SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLEDIN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CHAPTER 27.EXIT SIGN SHALL ILLUMINATED AT ALL TIMES.CBC 1011.5
• Fire walls ,fire barriers, fire partitions, or any other wall required to have protected openings or penetrations shall be effectively and permanently identified with signs or stenciling. Such identification shall:
U3-30
8.5X18 8'-6" 8.5X18 8'-6"
U3-23
8'-6"
CONTRACTOR TO ISSUSE RFI (REQUEST FOR INFORMATION) FOR ITEMS THAT ARE UNCLEAR, OR CONTRADICORY DURING THE BIDDING PROCESS. ANY ASSUMPTIONS SHOULD BE IN WRITTING, AND NO DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE ACCEPTED UNLESS APPROVED DURING THE BIDDING PROCESS.
U3-28
U3-16
NOTE:
A-9.0
U3-27
43
U3-15
NOTE:
6
8.5X18 8'-6"
2'-4"
2'-0" 8 3/4" 2'-10" 1'-11 1/4" 4 3/4" 3'-0"
4'-0 1/2"
SITTING AREA
5'-2"
4 3/4"
DINING AREA
4 3/4" 11'-4 1/2"
59
56
7'-0"
11'-0 1/4"
DECK
U3-24
" '-6
RA MP UP @ 8'MA 0" X. 10 %
4 3/4"
13'-10 3/4"
60
55
• Include lettering not less than 3 inch (12.7 mm) in height with minimum 3/8 inch stroke, incorporating the suggested wording : FIRE AND/OR SMOKE BARRIER –PROTECTECT ALL OPENINGS,” or other wording
U3-26
1
DINING AREA 4 3/4"
8 3/4" 2'-10"
11'-0 1/2"
WARDROBE
BEDROOM
DECK
W&D 4" CLOSET 2'-10" 10"
19'-2 3/4"
4"
U3-47
RA MP DN @ 8'MA 0" X. 10 %
9'-8 1/4"
6 3/4" 2'-0"
4 3/4" 2'-6"
61
54
U3-25
6'-9 3/4"
7'-4"
R
4
3
13'-7"
1'-3 1/4" 3'-0"
U3-48
8.5X18
2'-6"
10'-8 1/4"
U3-49
3
3'-0"
4" 4 3/4"
4'-0"
1
53
FLOOR PLAN NOTES
7 A-7.0
1- SEE CIVIL PLANS FOR THE BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS. 2- ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, STUD, OR CENTERLINE OF COLUMN. 3- RAMP SLOPES ARE MEASURED FROM CENTERLINE OF RAMP. 4- THESE ARCHITECTURAL SHEETS ARE PROVIDED FOR OVERALL BUILDING REFERENCE REFER TO ENLARGED SEGMENT SHEETS REFERENCING EACH PLAN. 5- ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, FINISH, OR CENTERLINE OF COLUMN. 6- PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE RATED ASSEMBLES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES. 7- SEE STRUCTURAL DRAWINGS FOR: A- SIZE AND LOCATION OF FRAMING AND PLYWOOD SHEATHING B- SPECIAL NAILING AND BLOCKING 8- ALL STAIR, ELEVATOR, TRASHCHUTE AND VENTILATION SHAFTS TO BE 2HR FIRE RATED BARRIERS. 9- INTERIOR FINISHES SHALL COMPLY WITH SECTION 803.1 FLAME SPREAD PROVISION. 10- PROVIDE EXIT SIGNS (AND FLOOR LEVEL EXIT SIGNS AT INTERIOR CORRIDORS) CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.
22'-0"
5'-2"
L3-14
5
U3-50
8.5X18 8'-6"
2'-4" 2'-4"
10"
UNIT 1B
62
R 22'-0"
U3-14
ADA BATHROOM 60
3'-2"
3
1'-5"5 3/4"
4" 2'-10"
63
52
2'-0"
3
4" 4 3/4" 3'-0" 4" 3'-0" 4 3/4"
4B
U3-51
8.5X18 8'-6"
ADA BATHROOM 60
7'-4"
6'-9 3/4"
3
3'-0" 5'-1 1/4"
W&D CLOSET
624 SF
I
DECK
W&D CLOSET
U3-52
60
12'-0"
2
5'-2"
KITCHEN
SITTING AREA
2
12'-5"
3'-2"
4 A-9.0 4
U3-53
0" 40'-
17'-3 1/4"
10"
4B
5'-1 1/4"
WARDROBE
5A 5A
WARDROBE
7" 7" 4'-2" 9"
BEDROOM
H
10'-4"
A-3.0
2
1
4'-10"
6
5 3/4"1'-5"
4'-10" 9" 4'-2"
1 2A 2A
4" 2'-10"
U3-54
8.5X18 8'-6"
4" 4 3/4"
9'-8 1/4"
U3-55
36'-0"
3
4'-0"
U3-56
23 '-6 "
142.00°
624 SF
RAMP DN 42'-0" @ MAX. 20%
6 3/4" 2'-0"
TO F.E.E. 89.70
RAMP UP 58-7 7/8" @ MAX. 20%
60
KITCHEN
L3-13
R
1
SITTING AREA
12'-0"
2
A-9.0
BEDROOM
5
10'-4"
H
64
51
8.5X18 8'-6"
8.5X18 8'-6"
2'-0"
DINING AREA
DECK A-4.0
50
DN
2'-0"
8.5X18 8'-6"
2'-6"
UNIT 1B
65
U3-31
R4 0'-0 "
1
2'-6"
1
17'-3 1/4"
2
MASTER BEDROOM
57
60
KITCHEN
L3-12
12'-5"
A-4.0
1'-0"
‐ ‐ ‐ ‐ ‐
8'-6"
U3-41
0" 8'N D % MP 10 A R X. A M @
6 3/4" 2'-0"
7
1
5'-0"
H
BATHROOM
ENTRANCE
5B
1'-6 3/4" 4"
-
8'-6"
U3-42
8.5X18 8'-6"
4
UNIT 1B 624 SF
2
JT
JT
JT
JT
18'-0" ADA BATHROOM
U3-43
25'-6"
0" 8'P U % MP 10 RA X. A M @
5'-2"
9'-8 1/4"
DINING AREA
SITTING AREA
U3-44
U3-45
66
49
4
ADA BATHROOM 60
3 6'-9 3/4"
7'-4" 4'-0"
1
I
1
BATHROOM
KITCHEN
2'-4"
4" 3'-0" 4 3/4"
3'-2"
10"
2 12'-0"
DECK
U3-46
2'-9"
60
3
I
UP
3
3'-0"
12'-5"
2
2'-10"
1A
12
3'-10 3/4"
4B 5'-1 1/4"
4B 4" 2'-10"
4" 4 3/4"
17'-3 1/4"
4
2A
2'-0"
60
3
10"
W&D CLOSET
1'-5"5 3/4"
5A
4'-2" 9" 4'-10"
10'-4"
H
BEDROOM
1
4
W&D CLOSET
WARDROBE
5A
WARDROBE
4" 2'-10"
5" 2'-10"
2'-10" 3 3/4"
3
7"
2A
4
3 4"
4
932 SF
9" 1'-6" 4'-0"
BEDROOM
1
4
8.5X18 8'-6"
3
10 3/8"
8
7'-8 3/4"
3
L3-11
10'-3 1/8"
H
4
1
7'-3 1/4"
I 5'-3"
4
4 3/4"
60 KITCHEN
A-7.1
8'-0 1/8"
UNIT 2C
2A
4
4
DINING AREA 5'-1 1/4"
SITTING AREA
11'-7 3/8"
DECK
2'-10"
3
2
3
2'-0"
3'-5 1/2"
3'-5 1/2"
2'-10" 4"
13'-3 1/8"
2A
2'-4"
3'-8 1/4"
5A
3
4 3/4"1'-10"
2'-11"
3'-4 3/4"
10 3/4"WARDROBE 4'-0" 6"
3'-2 1/2"
MASTER BEDROOM
10'-0 3/4"
H
3
2'-10" 4" 2'-6 3/4" 4 3/4"
2'-6 3/4"
3
2'-10"
A-7.0
5'-2"
3 2'-5"
64
838 SF 2'-6 3/4"
48
60 ADA BATHROOM
4'-8 1/4"
63
5B
6'-1"
62
49
709 14 SF
L3-01
DINNING AREA
7'-7"
50
L3-02
12'-4 3/4"
5'-2"
61
8"
WARDROBE
2'-10"
60
4
1
60
51
5'-0"
3'-6"
1
52
UP
ADA BATHROOM
3
59
UNIT 2D
3
3'-2"
3
58
53
6'-3 1/2"
4B 4" 4 3/4"
54
4 3/4"
3'-0"
57
10'-0"
4'-0"
4'-3 1/4"
55
1'-6"8 3/4"
H
3
5'-2 1/2"
2A
9'-8 1/2"
9'-10 1/4"
17'-2 3/4"
5A
12'-5"
5'-11"
3
W&D CLOSET
2'-10" 4"
56
10"
4B
KITCHEN 60
60 ADA BATHROOM
3
8'-10 3/4"
4" 2'-10"
5'-2"
1'-6"
3
671 SF
UNIT 2E
7'-2"
60
3'-0"
BEDROOM
SITTING AREA
12'-4 3/4"
2'-6" 1'-1 1/4" 2'-10" 4" 4 3/4"
1'-10 1/2"
2'-0"
KITCHEN
BATHROOM
3'-6"
5'-2"
3 60
3 1B
5'-2"
1'-8" 4 3/4"
L3-03
DINING AREA
W&D CLOSET
1'-8"4 3/4" 3'-7 1/4"
10"
4'-0"
2'-10" 4"
4 3/4" 3'-0"
3'-0"
7'-1 1/2"
KITCHEN 60
UNIT 1A
2'-0"6 3/4"
7'-1 1/2"
3
4" 2'-10" 4 3/4"
927 SF
4" 4 3/4"
WARDROBE
7'-6 3/4"
2'-6"
3
2
WARDROBE1B
4'-5 3/4"
I
5B
5A 3 8 3/4" 2'-10"
H
11'-0 3/4"
10'-2 3/4"
3
5'-10 3/4"
DINING AREA
2A
DECK
10'-2 3/4"
A-9.3BEDROOM
1'-8 3/4"
DECK
A-7.1
BEDROOM
1'-7" 4 3/4"
H 2A
11'-4 3/4"
2
SITTING AREA
L3-04
2'-10"
674 SF
2'-0"
UNIT 2B
7'-5 1/2"
2'-6"
DINING AREA
2'-9 1/4"
3
WARDROBE 5" 4'-0" 9 3/4" 5A
L3-05
4'-0" 4'-3 1/4"
ADA BATHROOM
1
3
UNIT 1A
5'-11"
3'-0"
1
17'-3 1/4"
19'-2 3/4"
13'-10 3/4"
12'-5" 4 3/4" 4"
3'-2"
1 3
10"
3'-0" 4 3/4" 4"
3'-0"
4'-0"
5 9'-0"
3'-0" 1'-3 1/4"
2A
11'-2 1/4"
3
SITTING AREA
2'-0"6 3/4"
60
2'-10 3/4" 4 3/4"1'-8"
2'-10" 4"
W&D CLOSET
W&D CLOSET
2'-10" 4B 4"
ADA 60 BATHROOM
MASTER BEDROOM
SITTING AREA
I
I
11'-0 1/2"
1
1'-8 3/4"
7'-3"
8 3/4" 2'-10" 1'-11 1/4" 3'-0" 4 3/4" 3 60 KITCHEN
9'-8"
WARDROBE
10"
BATHROOM
2B
H 9'-3 3/4"
DECK
4" 17'-3 1/4"
14'-11 1/4" 4'-3 1/2" 4'-0"
4'-1 1/4"
DECK I
3'-2"
WARDROBE
3 2'-10"
2
2
984 SF
3
5'-2"
5'-2"
1
8 3/4"
3
2'-10"
7 3/4"
L3-06
DINING AREA
2
4"
5B
UNIT 2A
60
5'-0"
3'-7 3/8"
4'-0" 5A
WARDROBE
3'-6"
7"
WARDROBE
BATHROOM
H
4" 2'-10"
3'-0" 1'-3 1/4" 13'-9 3/4"
1'-0" 7 1/8"
5'-2"
60 KITCHEN
2A
H
3
3
7'-6 3/4"
ADA 60 BATHROOM
DECK
BEDROOM
SITTING AREA
7'-6 1/2"
60
2'-4"
3'-7 7/8"
7 3/4"
3
1'-11 1/4" 2'-10" 8 3/4" 4 3/4" 3
7'-6 3/4"
ADA BATHROOM 60
4'-0"
984 SF
KITCHEN BATHROOM
MASTER BEDROOM
3'-7 7/8"
5A
8 3/4"
7'-6 1/2"
3'-0"
1
7"
4B
1
L3-07
3
W&D CLOSET 10" 2'-10" 4"
4'-1 1/4"
UNIT 2A 2'-10"
4'-3 1/2"
4" 3'-0" 4 3/4"
3 2'-10"
4'-0 3/8"
DECK
11'-2 1/4"
4'-9" 3'-1"
2
I
BEDROOM
3 DINING AREA
H
H 12'-7 3/4"
4"
2
3'-0" 1'-3 1/4" 13'-9 3/4"
4'-9"
2
1
10'-9 1/4"
MASTER BEDROOM
5B
W&D CLOSET
4B
3'-2"
7 1/8"
WARDROBE
2'-10" 4"
3
H
4"
5A
5'-0"
I 10'-8"
2'-0"6 3/4"
1
4"
5'-1 1/4"
60
3
2B
14'-11 1/4"
17'-3 1/4" 7'-4"
6'-9 3/4"
624 SF
2'-0"
1'-5"5 3/4"
3
3'-0"
4'-0"
5A
4'-0"
7 3/4"
60 KITCHEN
7"
4'-0"
13'-9 3/4"
3
L3-08
DINING AREA
4" 4 3/4"
2
DECK
2'-0"6 3/4"
4
4'-2"
5'-2"
ADA 60 BATHROOM
5'-2"
60
3
984 SF
1
ADA BATHROOM 60
BEDROOM
8 3/4"
1'-11 1/4" 2'-10" 8 3/4" 4 3/4" 3
KITCHEN
9
2
4" 3'-0"
DINNING AREA
H
4'-1 1/4"
9"
310"
828 SF
W&D CLOSET
UNIT 1B
9'-8 1/4"
10'-5 1/2"
4'-10"
1
6'-11 1/8"
L3-09
DECK
1 3
WARDROBE
2'-0"6 3/4"
2'-10" 7 3/4"
UNIT 2A
2A
10'-9 1/4"
BEDROOM
SITTING AREA
3'-7 7/8"
7"
1'-6"
3 2'-10"
4'-0 3/8"
2'-0"6 3/4"
2'-7"
3'-1"
DINING AREA
7'-6 3/4"
3'-8"
SITTING AREA
3
4B
1'-5 1/4"
L3-10
W&D CLOSET 10" 2'-10" 4"
5'-0"
4'-9"
WARDROBE
17'-6 3/4"
1'-0 1/4"
7 1/8"
1 5B
BATHROOM
UNIT 2F
11 3/4" 2'-10" 4"
WARDROBE
5'-0"
1
MASTER BEDROOM
2'-10"
3
WARDROBE
4'-0"
2
SITTING AREA
3 4"
BEDROOM
1
6"
4'-3 1/2"
2B
5'-0"
1
2
7'-6 1/2"
2'-6 3/4"
2'-10"
11'-10 1/8"
A-4.2
6" 10 3/4"
12'-0"
12'-0"
SITTING AREA 4" 2'-10"
H
H 10'-8"
2
10'-9 1/4"
BEDROOM
1 I
2
I
2'-6"
7"
I
10'-4"
DECK
WARDROBE
3'-0"
MASTER BEDROOM
11'-0"
10'-10 7/8"
11'-0 1/2"
I
DECK 2
10'-8"
10'-0 3/4"
DECK
2A
H
H
5'-2"
2A
12'-5"
I
14'-11 1/4"
10
H
3'-0" 1'-3 1/4"
2B
2
10'-8"
2 H
I
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
1
SHEET TITLE:
A
B
UNIT MATRIX UNIT TYPE UNIT 1A UNIT 1B UNIT 1C UNIT 1D UNIT 2A UNIT 2B UNIT 2C UNIT 2D UNIT 2E UNIT 2F UNIT 2G Grand total: 94
A-3.1
1
421 N HARBOR BLVD. SANTA ANA CA 92703
AREA 674 SF 641 SF 631 SF 932 SF 984 SF 927 SF 932 SF 838 SF 709 SF 828 SF 845 SF
D
E
PARKING SCHEDULE
OCC. FACTOR 200 200 200 200 200 200 200 200 200 200 200
C
OCC. LOAD 3 3 3 5 5 5 5 4 4 4 4
Level
Family
Count
GROUND FLOOR GROUND FLOOR
Parking Space Parking Space - ADA
23 7
FIRST FLOOR
Parking Space
17
SECOND FLOOR
Parking Space
56
THIRD FLOOR
Parking Space
56
FOURTH FLOOR Parking Space TOTAL PARKING STALLS: 222
F
G
WALL SCHEDULE Type Mark 1 1A 1B 2 2A 2B 3 4 5
Type
Fire Rating
1HR-WP 3820-9.25" Half 1HR-WP 3820-9.25" 2HR-WP3820-10.5" 1HR-ExU305-White Plaster 1HR-ExU305-Grey Plaster 1HR-ExU305-Wood Siding 1HR-U305-4 3/4" 1HR-U379-6 3/4" Curtain Wall
1 1 2 1 1 1 1 1 1
H
WALL SCHEDULE Function Interior Interior Interior Exterior Exterior Exterior Interior Interior Exterior
Type Mark 5A 5B 5C 6 6A 6B 6C 7 8
Type
Fire Rating
Curtain wall 24" Curtain wall 30" Curtain wall 36" 2HR-U334-8" 2HR-U334-Wood Siding 2HR-U334-White Plaster 2HR-U334-8"-Green Wall 2HR-Conc. Elev./Stair 3HR-Conc. Sep. Wall
1A
1B
2
2A
2B
3
4
5
6
6A
Function
1 1 1 2 2 2 2 2 3
Exterior Exterior Exterior Interior Exterior Exterior Interior Exterior Foundation
6B
J
K
KEYNOTE INDEX
63 1
I
7
8
CLASSIFICATION 1 1-A 1-C 1-D 1-E 2-A 2-B 2-C 3-A 3-B 3-C 4-A
DESCRIPTION Cast-in-place concrete footings, slabs, bands, curbs, paving and steps; refer to structural. Cast-in-place concrete podium planter Cast-in-place concrete columns; refer to structural. Cast-in-place retaining wall Cast-in-place concrete stairs Exterior plaster (black); manufacturer and color to be determined. Exterior plaster (white); manufacturer and color to be determined. Fiber cement panel siding (wood like); finish and manufacturer to be determined. Painted aluminum panel; manufacturer to be determined. Frameless glass (or curtain wall system); manufacturer to be determined. Green wall; manufacturer to be determined. Residential window system (sliding); manufacturer to be determined.
L
KEYNOTE INDEX CLASSIFICATION 4-B 5-A 5-B 5-C 6-A 6-B 7-B 7-C 7-D 7-E 8-A 8-B
M
THIRD FLOOR PLAN
DESCRIPTION Residential window system (fixed); manufacturer to be determined. Commercial double sliding door; manufacturer to be determined. Residential single sliding door; manufacturer to be determined. Fire-rated door; manufacturer to be determined. Glass guardrail; manufacturer to be determined. Metal guardrail; manufacturer to be determined. Roof ladder; manufacturer to be determined. Bike parking Metal canopy Wood louver Wall expansion joints Roof expansion joints
As indicated OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐2.3
C1
D1
E1
F1
G1
1
H1
1
A-3.0
B1
1
A
I1
J1
K1
L2
A-4.2
A-4.1
3 A-9.1
3'-0" 1'-3 1/4"
50
62
49
63
48
64
6'-2"
1A
U4-47
U4-44
U4-43
U4-42
U4-41
U4-40
U4-39
U4-38
U4-37
8.5X18
8.5X18
8.5X18
8.5X18
1
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
U4-62
7'-4"
U4-54
U4-53
U4-52
53
61
54
60
55
59
56
58
1- SEE CIVIL PLANS FOR THE BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS. 2- ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, STUD, OR CENTERLINE OF COLUMN. 3- RAMP SLOPES ARE MEASURED FROM CENTERLINE OF RAMP. 4- THESE ARCHITECTURAL SHEETS ARE PROVIDED FOR OVERALL BUILDING REFERENCE REFER TO ENLARGED SEGMENT SHEETS REFERENCING EACH PLAN. 5- ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, FINISH, OR CENTERLINE OF COLUMN. 6- PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE RATED ASSEMBLES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES. 7- SEE STRUCTURAL DRAWINGS FOR: A- SIZE AND LOCATION OF FRAMING AND PLYWOOD SHEATHING B- SPECIAL NAILING AND BLOCKING 8- ALL STAIR, ELEVATOR, TRASHCHUTE AND VENTILATION SHAFTS TO BE 2HR FIRE RATED BARRIERS. 9- INTERIOR FINISHES SHALL COMPLY WITH SECTION 803.1 FLAME SPREAD PROVISION. 10- PROVIDE EXIT SIGNS (AND FLOOR LEVEL EXIT SIGNS AT INTERIOR CORRIDORS) CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.
NOTE:
NOTE:
CONTRACTOR TO ISSUSE RFI (REQUEST FOR INFORMATION) FOR ITEMS THAT ARE UNCLEAR, OR CONTRADICORY DURING THE BIDDING PROCESS. ANY ASSUMPTIONS SHOULD BE IN WRITTING, AND NO DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE ACCEPTED UNLESS APPROVED DURING THE BIDDING PROCESS.
ELECTRICALLY POWERED,SELF-LUMINOUS AND PHOTO LUMINESCENT EXIT SIGN SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLEDIN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CHAPTER 27.EXIT SIGN SHALL ILLUMINATED AT ALL TIMES.CBC 1011.5
• Fire walls ,fire barriers, fire partitions, or any other wall required to have protected openings or penetrations shall be effectively and permanently identified with signs or stenciling. Such identification shall:
U4-17
U4-18
U4-19
U4-20
U4-21
U4-22
U4-23
U4-24
U4-25
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
8.5X18
U4-30
U4-16
• Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.
A-9.0
COURTYARD BELOW
60
ENTRANCE
845 SF 7'-0" 4 3/4"
KITCHEN 9'-7 5/8"
DINNING AREA
WARDROBE
4
7'-2"
60 ADA BATHROOM
4B
1 4'-6"
7'-2"
9 3/8" 2'-10" 4 3/4"
60 ADA BATHROOM
3'-3 1/2"
ENTRANCE
4B
W&D 3'-6" CLOSET
UNIT 2G
1
W&D 3'-6" CLOSET
4'-6"
60
845 4SF 7'-0" 3/4"
KITCHEN 9'-7 5/8"
DINNING AREA
12'-4 3/4"
BEDROOM
I
2
1 3
10'-9 1/4"
DECK
2
12'-7 3/4"
12'-7 3/4"
H
H
I
2B
DECK
2
1
I
1
I
DECK
12'-7 3/4"
2A
H
H
11'-5 1/4"
2A
2
2
DECK
2A
1
I
DECK
10'-8"
11'-5 1/4"
2A
H
H
I
12'-0"
2B
2
1
6 3/4" 2'-0" 3'-7 7/8"
3'-6"
2A
3
984 SF
3'-9 1/4"
3'-6"
DECK
4'-9"
3
4'-0"
4'-1 1/4"
3 DINING AREA
BEDROOM
MASTER BEDROOM
MASTER BEDROOM
1
Revision Description A-9.1
6B
10'-8"
12'-7 3/4"
I
2
7 1/8"
5'-0"
4"
3 SITTING AREA
1
10'-9 1/4"
1
H
1
WARDROBE
4'-9"
3 13'-9 3/4"
7 1/8"
1'-0"
BEDROOM
H
8 3/4" 2'-10"
5B
5'-0"
SITTING AREA
2
ADA 60 BATHROOM 4 3/4" 8 3/4" 2'-10" 1'-11 1/4" 3'-0"
5B
I
DECK
L4-25
2'-10"
7" 4'-0"
5A
3
9 A-7.0
3
UNIT 2A
7 3/4"
WARDROBE
5A
WARDROBE
7" 7 3/4"
4'-0"
3
4'-0 3/8"
KITCHEN 60
7'-6 1/2"
6 3/4" 2'-0" 7'-6 1/2"
3
3'-1"
1'-3 1/4" 3'-0"
DECK
1
I
2
2A 2A
2
H
BATHROOM
984 SF
DINING AREA
3
11'-2 1/4"
2'-10"
4B
4'-0"
W&D CLOSET 4" 2'-10" 10"
W&D CLOSET
10" 4" 2'-10"
4'-3 1/2"
3'-2"
5'-2"
7'-1 1/2" 4'-0"
2'-6"
WARDROBE
7"
5A
4'-0" 7 3/4"
3
7'-6 3/4"
5'-2"
6 3/4" 2'-0"
6 3/4" 2'-0" 7'-6 1/2"
1
1'-3 1/4" 3'-0"
2
2
1'-3 1/4" 3'-0"
10'-8"
2'-10"
7'-6 3/4" 4'-0"
SITTING AREA
SITTING AREA
MASTER BEDROOM
5'-2"
BATHROOM
1
10'-9 1/4"
BEDROOM
No
12'-4 3/4"
SITTING AREA
3
WARDROBE
4" 1'-8 3/4"
L4-24
2'-10" 8 3/4"
60
14'-11 1/4"
1
3
4'-1 1/4"
4"
BEDROOM
1
7'-3"
UNIT 2A
60
3
4"
11'-2 1/4"
BEDROOM
1'-8"4 3/4"
4 3/4" 1'-11 1/4" 2'-10" 3 8 3/4"
3'-7 7/8"
3
A-7.1
H
H
2A
DECK
DECK
H
2
11'-2 1/4"
BEDROOM
SITTING AREA
BEDROOM
5B
3
4'-9"
3
5B
1
7 1/8"
4"
BEDROOM
1 3
3 WARDROBE 10'-1 3/4"
11'-2 1/4"
SITTING AREA
1 4" 4 3/4" 3'-0"
WARDROBE
5'-0"
1'-0"
WARDROBE
3
SITTING AREA
5'-2"
4'-0 3/8"
3'-0"
6
DN
1'-3 1/4" 3'-0"
1'-8 3/4"
3'-1"
5'-11" 4" 4 3/4"
674 SF
3'-0"
3'-0"
KITCHEN 60
2
1'-8 3/4"
10'-1 3/4"
1
10'-9 1/4"
5'-2"
17'-3 1/4"
1
1'-0" 1'-0"
12'-5"
SITTING AREA
MASTER BEDROOM
5'-2"
984 SF
DINING AREA
L4-23
DINING AREA
4'-3 1/4"
5B
11'-5 1/4" 4"
1'-8 3/4"
A-9.1
2'-0"
ADA 60 BATHROOM
13'-9 3/4"
4 3/4"
3 2
UNIT 1A
3
4
4"
3
WARDROBE
ADA BATHROOM
3
14'-11 1/4"
4 3/4"
3
DINNING AREA
3
1
17'-3 1/4"
11'-5 1/4"
578 SF
L4-22
60 KITCHEN
4
12'-5"
WARDROBE
L4-21
ADA BATHROOM 60
UNIT 2A
2'-10" 8 3/4"
4
60
BATHROOM
13'-9 3/4"
578 SF
DINNING AREA
7'-3"
ADA BATHROOM 60
4'-1 1/4"
4'-3 1/2"
L4-20
1
UNIT 1D
KITCHEN 60
4 3/4" 1'-11 1/4" 2'-10" 3 8 3/4"
4B
W&D CLOSET
12'-6"
12'-6"
UNIT 1D
ADA 60 BATHROOM
60
14'-11 1/4"
WARDROBE
6'-2 1/2"
3'-0"
3 WARDROBE
1
2'-10" 8 3/4"
5'-2"
5'-2"
1'-8"4 3/4"
2'-2 3/4"
60 KITCHEN
4 3/4"
3'-0"
1
3'-0"
3
674 SF
10"
5'-11" 4" 4 3/4"
4"
3
4" 4 3/4" 3'-0"
4" 2'-10"
4'-0"
2'-6"
674 SF
L4-19
DINING AREA
3'-0"
4"
3
3'-0"
4'-3 1/4"
1
3'-0"
60 KITCHEN 3'-2"
4 3/4"1'-8"
4" 4 3/4"
2'-0"
2'-6"
5'-11"
7'-3"
DINING L4-18 AREA
2'-0"
UNIT 1A
2'-2 3/4"
4 3/4"
3'-7 7/8"
7'-1 1/2"
7'-1 1/2"
4'-3 1/4" 4'-0"
10" 4" 2'-10"
3'-0"
UNIT 1A
8 3/4" 2'-10"
4
W&D CLOSET
W&D CLOSET 4" 2'-10" 10"
6 3/4" 2'-0"
6 3/4" 2'-0"
5'-2"
7'-3"
6'-2 1/2"
ADA BATHROOM
3
3'-2" 4" 3'-0" 4 3/4"
W&D CLOSET
4" 2'-10"
10"
4" 4 3/4" 3'-0"
W&D CLOSET
7'-1 1/2" 4'-0"
2'-6"
WARDROBE
1'-8"4 3/4"
60 KITCHEN
3
A-9.2
14'-11 1/4"
BEDROOM
3'-0"
60 KITCHEN
12'-5"
SITTING AREA
5'-11" 4" 4 3/4"
674 SF
3'-0"
4
3 3
L4-17
DINING AREA
4'-3 1/4"
3
17'-3 1/4"
4'-9"
4'-0 3/8"
2'-0"
UNIT 1A
60
17'-3 1/4"
7 1/8"
3
W&D CLOSET
BATHROOM
4
4
60
ADA BATHROOM 3'-2"
3'-1"
13'-9 3/4"
5'-0"
7"
984 SF
5B 4"
ADA BATHROOM
3
4
12'-5"
DINING AREA
3
4'-0"
3
5'-2"
6 3/4" 2'-0"
6 3/4" 2'-0" 7'-6 1/2"
L4-16
60 KITCHEN
5A
4'-0"
UNIT 2A
2'-10" 8 3/4"
WARDROBE
BATHROOM
7 3/4"
A-9.0
4'-1 1/4"
4
60
3
A-2.0.1 A-4.1
4B
1
KITCHEN 60
4 3/4" 1'-11 1/4" 2'-10" 3 8 3/4"
4'-3 1/2"
2B
60
2'-10"
5'-2"
ADA 60 BATHROOM
W&D CLOSET 4" 2'-10" 10"
3'-0"
7'-6 3/4"
1
4
No
3
L4-26
4 4
5B
WARDROBE
01
BATHROOM
2'-10" 9 3/8" 4 3/4"
3
7'-0"
06/22/17
7'-10 3/4"
6'-2 1/8"
3
7'-2"
7'-5"
3
A-3.1
Date
L4-27
JT
JT
JT
3'-3 1/2"
4'-0"
Date
3
3
3
2'-2"
UNIT 2G
3
SITTING AREA
2
MASTER BEDROOM
5'-2"
7'-4 1/2"
A-7.1
3
3
W&D CLOSET
2'-2"
WARDROBE
3 2'-10"
4'-0"
5B
68 67 66 65 64 63 62 61 60
DN
SITTING AREA
3
BEDROOM
19'-3"
10"
A-7.1
BEDROOM
4"
7'-2"
3
3'-0"
4" 2'-10" 4B
MASTER BEDROOM
---
14
2'-6"
2
U4-14
5'-10"
2
3
U4-13
8'-6"
U4-12
11'-0"
H 5'-5 1/2"
1
3
U4-11
2'-10" 4"
U4-10
2'-5 1/4"
U4-9
2'-6"
U4-8
5'-0" 2'-11 3/4" WARDROBE
U4-7
4"
U4-6
8'-8 1/2"
U4-5
2A
H
2
DECK
6'-8 1/4"
5'-7 1/4"
U4-4
51 52 53 54 55 56 57 58 59
11 JT
11'-6 1/8"
1
2'-10 3/4"
U4-3
6'-5 3/4"
U4-2
2'-6 3/4"
4'-10 1/8"
BATHROOM
11'-6 1/8"
2B
6'-8 1/4"
19'-3"
11'-1"
5'-3"
6 3/4" 2'-0"
3'-6"
5" 4 3/4"
5'-5 1/2"
2
U4-1
3'-6 3/4" 8 3/4" 2'-10" 4 3/4"
3'-7 1/2" 3'-6" 3'-10 3/4"
4'-0"
5'-10"
JT
4 3/4"
9 3/4"
3'-0"
A-9.3
7'-5 1/2"
2A
H 4"
H
11'-1"
11'-0"
H
2B
DECK
2'-6 3/4"
2
JT
7'-6 3/4"
H
8.5X18
4'-3 1/2"
8.5X18
6'-5 3/4"
8.5X18
3
8.5X18
2'-10"
8.5X18
7'-10 3/4"
8.5X18
8'-8 1/2"
8.5X18
5'-7 1/4"
8.5X18
2'-10 3/4"
8.5X18
5'-0" 2'-11 3/4" WARDROBE
8.5X18
4"
8.5X18
2'-10" 4"
8.5X18
A-9.2
915 SF 2'-10"
8.5X18
2'-5 1/4"
60
KITCHEN
8.5X18
2 3
M
46'-1 3/4"
8'-6"
3 A-7.0
12'-3 3/4"
A-7.1
7'-6 3/4"
L
J2
12'-3 3/4"
60 ADA BATHROOM
2
U4-28 U4-27 U4-26
2'-4"
13
2'-0"
I3
JT 4'-0" 8'-8"
SITTING AREA
8.5X18
60
2'-0" 8 3/4" 2'-10" 1'-11 1/4" 4 3/4" 3'-0"
4'-0 1/2" 8 3/4" 2'-10"
DINING AREA
5'-2"
4 3/4"
L4-15
11'-2 1/4"
-
• Include lettering not less than 3 inch (12.7 mm) in height with minimum 3/8 inch stroke, incorporating the suggested wording : FIRE AND/OR SMOKE BARRIER –PROTECTECT ALL OPENINGS,” or other wording
7'-0"
2
3
FLOOR PLAN NOTES
8 A-7.0
U4-31
8.5X18
U4-15
RA MP UP @ 8'MA 0" X. 10 %
JT
MASTER BEDROOM
W&D CLOSET 3'-3"
JT
JT 62
U4-51
8.5X18
1 KITCHEN
DINING AREA WARDROBE
BEDROOM
11'-0 1/2" 11'-4 1/2"
6 3/4" 2'-0"
624 SF
UNIT 2B
13'-10 3/4"
11'-0 1/4"
DECK
U4-55
8.5X18
SITTING AREA
2 12'-0"
L4-14
4 3/4"
19'-2 3/4"
4"
U4-56
RA MP DN @ 8'MA 0" X. 10 %
9'-8 1/4"
W&D 4" CLOSET 2'-10" 10"
4 3/4" 2'-6"
13'-7"
1'-3 1/4" 3'-0"
63
52
3 4'-0"
2'-6"
10'-8 1/4"
64
51
6
4
UNIT 1B
5
50
DN
• Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and
2'-4" 2'-4"
6'-9 3/4"
3
10"
U4-57
5'-2"
ADA BATHROOM 60
4" 2'-10"
3'-2"
U4-58
U4-29
3
4" 4 3/4"
4B
1
4 3/4"
5'-2"
3'-0" 4" 3'-0" 4 3/4"
5'-1 1/4"
W&D CLOSET
I
DECK
3'-2"
4 A-9.0 4
3
2
DECK
ADA BATHROOM 60
6'-9 3/4"
3 7'-4"
5'-1 1/4"
4B
3'-0"
12'-5"
10"
W&D CLOSET
4" 4 3/4"
17'-3 1/4"
4" 2'-10"
1'-5"5 3/4"
5A 5A
WARDROBE
9" 7" 4'-2" 9"
BEDROOM
H
10'-4"
A-3.0
2
1
4'-10"
6
7"
2A 2A
WARDROBE
1
4'-2"
A-9.0
BEDROOM
10'-4"
5
5 3/4"1'-5"
4'-10"
3'-0"
17'-3 1/4"
U4-59
8.5X18
4" 4 3/4"
9'-8 1/4"
U4-60
8.5X18
1
2
3
U4-61
RAMP DN 42'-0" @ MAX. 20%
6 3/4" 2'-0"
624 SF
TO F.E.E. 89.70
60
KITCHEN
SITTING AREA
12'-0"
L4-13
4'-0"
RAMP UP 58-7 7/8" @ MAX. 20%
UNIT 1B
I
65
8.5X18
2'-0"
8.5X18
2'-0" 2'-6"
DINING AREA
DECK
1
49
8.5X18
60
2'-6"
2
MASTER BEDROOM
‐ ‐ ‐ ‐ ‐
8.5X18
U4-35
8.5X18
U4-34
8.5X18
U4-33
8.5X18
U4-32
8.5X18
8.5X18
8.5X18
0" 8'N D 0% MP A .1 R X MA @
6 3/4" 2'-0"
KITCHEN
DINING AREA
8.5X18
8.5X18
8.5X18
3
SITTING AREA
8.5X18
8.5X18
2'-4"
3 6'-9 3/4"
7'-4"
4
9'-8 1/4"
624 SF
8.5X18
0" 8'P U % MP 10 RA X. A M @
5'-2"
ADA BATHROOM 60
3'-2"
10"
1
12'-5"
H
JT
U4-36
8.5X18
U4-63
7
A-4.0A-4.0
JT
JT
U4-48
U4-45
8.5X18
4
3'-10 3/4"
4B
60
ADA BATHROOM
2'-9"
3
L4-12
I
2
1'-0"
57
4'-0"
2 12'-0"
U4-49
U4-46
60
UNIT 3 1B
2
ENTRANCE
5'-0"
H
BATHROOM
12 1
BATHROOM
KITCHEN
U4-50
8.5X18
4" 3'-0" 4 3/4"
5'-1 1/4"
4B
3'-0"
12'-5"
DECK
L4-11
10"
4" 2'-10"
4" 4 3/4"
17'-3 1/4"
4
66
W&D CLOSET
1'-5"5 3/4"
5A
4'-2" 4'-10"
9"
BEDROOM
10'-4"
H
4
5B
1'-6 3/4" 4"
2'-0"
W&D CLOSET
WARDROBE
10 3/8"
5A
WARDROBE
4" 2'-10"
7"
2A
4
1
5" 2'-10"
3
9" 1'-6" 4'-0"
10'-3 1/8"
BEDROOM
1
4
932 SF
2'-10" 3 3/4"
5'-3"
4
2'-10" 4" 2'-6 3/4" 4 3/4"
2'-4"
4
DINING AREA 5'-1 1/4"
3
1
4
2'-10" 4"
A-7.1
8'-0 1/8"
7'-3 1/4"
2A
8
4
4
UNIT 1D
I
H
7'-8 3/4"
3
3'-5 1/2"
SITTING AREA
11'-7 3/8"
DECK
2'-10"
3
2
3
3
3'-5 1/2"
2'-10" 4"
13'-3 1/8"
2A
2'-4"
3'-8 1/4"
3
4 3/4"1'-10"
2'-11"
5A
3'-4 3/4"
10 3/4"WARDROBE 4'-0" 6"
3'-2 1/2"
MASTER BEDROOM
10'-0 3/4"
H
3
2'-6 3/4"
2'-5" 7'-6 3/4"
4'-8 1/4"
1 4
60
5'-2 1/2"
2A
2A
2'-10"
5'-6"
2'-0"
3'-6"
3'-0"
60 KITCHEN
7'-7"
60
F.E.E 111.00
5'-2"
3
1'-8 3/4"
DN
9'-8 1/2"
9'-10 1/4"
10'-2 3/4"
3
2'-10"
2'-6 3/4"
838 SF
3
4
1
16 A-7.0
60 ADA BATHROOM
2'-11"
709 SF
61
8"
5B
4 3/4"
60
51
5'-0"
WARDROBE
6'-1"
59
52
L4-01
5'-2"
53
1'-6"8 3/4"
H
3
UNIT 2D DINNING AREA
6'-3 1/2"
12'-4 3/4" 4 3/4"
W&D CLOSET
2'-10" 4"
3'-2" 60
2
2'-10" 4" 17'-2 3/4"
12'-5" 4'-0"
58
65
ADA BATHROOM
3
1
57
54
10'-0"
3
4" 4 3/4"
10"
4B
2'-10" 4"
W&D CLOSET
KITCHEN 60
60 ADA BATHROOM
8'-10 3/4"
4B
3'-0"
L4-02
55
4" 2'-10"
5'-2"
1'-6"
3 4'-3 1/4"
SITTING AREA
7'-2"
60
3'-0"
56
5'-11"
BEDROOM
6'-8 3/4"
2'-6" 1'-1 1/4" 2'-10" 4" 4 3/4"
1'-10 1/2"
3
I
12'-4 3/4" 3'-6"
5'-2"
60
3'-6"
UNIT 2E
3
KITCHEN
BATHROOM
5A
17'-3 1/4"
19'-2 3/4"
1'-8"4 3/4"
3
671 SF
3 1B
F.E.E 106.00
1'-8" 4 3/4"
7'-1 1/2"
KITCHEN 60
3'-7 1/4"
2'-0"
2'-0"6 3/4"
3
4" 2'-10" 4 3/4"
DINING AREA
3'-0"
H
11'-0 3/4"
2
WARDROBE1B
L4-03
4 3/4" 3'-0"
10"
2'-6"
3
927 SF
4'-5 3/4"
4'-0"
2'-0"
5A WARDROBE
3 8 3/4" 2'-10"
5'-2"
5B 4" 4 3/4"
2A
DECK
10'-2 3/4"
3
UNIT 1A
DECK
11'-4 3/4"
A-9.3BEDROOM
1'-8 3/4"
H 2A
A-7.1
9'-0"
3'-0" 1'-3 1/4" 4"
4'-3 1/4"
2'-10"
674 SF
4'-0" 3'-0"
2
11'-2 1/4"
5'-10 3/4"
AREA
L4-04 3
DINING AREA
4" 2'-10"
10"
5'-11"
ADA BATHROOM
1
3
L4-05
WARDROBE 5" 4'-0" 9 3/4" 5A
2'-10" 4"
W&D CLOSET
4 3/4" 4"
UNIT 2BDINING
2'-9 1/4"
5 1
SITTING AREA
7'-6 3/4"
60
3'-0"
4'-0"
7'-5 1/2"
ADA 60 BATHROOM
13'-10 3/4"
12'-5"
60 KITCHEN
4 3/4"1'-8"
2'-10 3/4"
3'-2"
8 3/4" 2'-10" 1'-11 1/4" 3'-0" 4 3/4" 3
UNIT 1A
7'-1 1/2"
BATHROOM
3'-0" 4 3/4" 4"
1 3
10"
3
2A
BEDROOM
1'-7" 4 3/4"
I
I
3
SITTING AREA
3'-2"
7'-3"
4'-1 1/4"
2B
H 9'-3 3/4"
DECK
11'-0 1/2"
MASTER BEDROOM
SITTING AREA
1'-8 3/4"
WARDROBE
W&D CLOSET
8 3/4"
5'-2"
WARDROBE
4'-0"
3
2'-10"
984 SF
3 2'-10"
9'-8"
4"
5B
2'-10" 4B 4"
4'-3 1/2"
7 3/4" 4'-0" 5A
WARDROBE
L4-06
7"
WARDROBE
4'-0"
5A
5'-0"
UNIT 2A
3'-7 3/8"
DECK I
2'-0"6 3/4"
1
17'-3 1/4" 1'-0" 7 1/8"
2
1
3
DINING AREA
60
H
2'-6"
13'-9 3/4"
3'-6"
BATHROOM
2A
H
3
SITTING AREA
5'-2"
60 KITCHEN
DECK 2
2
14'-11 1/4"
3'-7 7/8"
DECK
BEDROOM
5'-2"
ADA 60 BATHROOM
3'-7 7/8"
2
I
BEDROOM
7'-6 3/4"
2'-4"
7'-6 3/4"
ADA BATHROOM 60
MASTER BEDROOM
7 3/4"
1'-11 1/4" 2'-10" 8 3/4" 4 3/4" 3
5'-2"
60
3'-0" 1'-3 1/4" 4"
2
3'-0" 1'-3 1/4" 13'-9 3/4"
3
KITCHEN BATHROOM
1
7'-6 1/2"
3'-0"
984 SF
8 3/4"
12'-7 3/4"
11'-2 1/4"
2'-0"6 3/4"
1
L4-07
4'-0"
4B
4'-1 1/4"
4'-0 3/8"
7"
4'-3 1/2"
3 2'-10"
3'-1"
H
H
1
4'-9"
2'-10"
W&D CLOSET
4" 3'-0" 4 3/4"
DINING AREA
2
10'-8"
3
UNIT 2A
WARDROBE
4B
3'-2"
3
4'-9"
5B
W&D CLOSET 10" 2'-10" 4"
2'-0"
7 1/8"
3
5'-0"
I
10'-9 1/4"
MASTER BEDROOM
7'-6 1/2"
5A
4"
2'-10" 4"
6'-9 3/4"
H
2'-0"6 3/4"
1
7"
5'-1 1/4"
60
3
2B
14'-11 1/4"
17'-3 1/4"
3
1'-5"5 3/4" 7'-4"
2
DECK
4"
2
624 SF
DINING AREA
3'-0"
4'-0"
2'-6"
4'-0"
5A
7 3/4"
60 KITCHEN
4" 4 3/4"
L4-08
2'-0"6 3/4"
ADA 60 BATHROOM
5'-2"
60
4
1
13'-9 3/4"
1'-11 1/4" 2'-10" 8 3/4" 4 3/4" 3
KITCHEN
9
3
1
ADA BATHROOM 60
BEDROOM
984 SF
8 3/4"
4'-2"
5'-2"
3'-0"
DINNING AREA
H
4'-1 1/4"
9"
3
WARDROBE
9'-8 1/4"
W&D CLOSET
4'-10"
DECK
1
1
10'-5 1/2"
L4-09
2A
10'-9 1/4"
BEDROOM
SITTING AREA
UNIT 1B
3'-7 7/8"
2'-0"6 3/4"
6'-11 1/8"
4'-0 3/8"
7"
2'-10" 7 3/4"
3'-1"
4'-0"
1'-6"
3 2'-10"
SITTING AREA
3
3
828 SF
2'-7"
DINING AREA
7'-6 3/4"
3'-8"
UNIT 2A
4B
1'-5 1/4"
W&D CLOSET 10" 2'-10" 4"
5'-0"
4'-9"
WARDROBE
17'-6 3/4"
1'-0 1/4"
7 1/8"
1 5B
BATHROOM
L4-10
11 3/4" 2'-10" 4"
WARDROBE
WARDROBE 5'-0"
1
MASTER BEDROOM
2'-10"
UNIT 2F 3
2
SITTING AREA
3 4"
BEDROOM
1
6"
4'-3 1/2"
2B
5'-0"
1
2
7'-6 1/2"
2'-6 3/4"
2'-10"
11'-10 1/8"
A-4.2
6" 10 3/4"
12'-0"
12'-0"
SITTING AREA 4" 2'-10"
H
H 10'-8"
2
10'-9 1/4"
BEDROOM
1 I
2
I
4"
MASTER BEDROOM
7"
I
10'-4"
DECK
WARDROBE
3'-0"
11'-0"
10'-10 7/8"
11'-0 1/2"
I
DECK 2
10'-8"
10'-0 3/4"
DECK
2A
H
H
310"
2A
12'-5"
I
14'-11 1/4"
10
H
3'-0" 1'-3 1/4"
2B
2
10'-8"
2 H
I
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
1 A
B
UNIT MATRIX UNIT TYPE UNIT 1A UNIT 1B UNIT 1C UNIT 1D UNIT 2A UNIT 2B UNIT 2C UNIT 2D UNIT 2E UNIT 2F UNIT 2G Grand total: 94
AREA 674 SF 641 SF 631 SF 932 SF 984 SF 927 SF 932 SF 838 SF 709 SF 828 SF 845 SF
D
E
PARKING SCHEDULE
OCC. FACTOR 200 200 200 200 200 200 200 200 200 200 200
C
OCC. LOAD 3 3 3 5 5 5 5 4 4 4 4
Level
Family
Count
GROUND FLOOR GROUND FLOOR
Parking Space Parking Space - ADA
23 7
FIRST FLOOR
Parking Space
17
SECOND FLOOR
Parking Space
56
THIRD FLOOR
Parking Space
56
FOURTH FLOOR Parking Space TOTAL PARKING STALLS: 222
63
F
G
WALL SCHEDULE Type Mark 1 1A 1B 2 2A 2B 3 4 5
1
Type
Fire Rating
1HR-WP 3820-9.25" Half 1HR-WP 3820-9.25" 2HR-WP3820-10.5" 1HR-ExU305-White Plaster 1HR-ExU305-Grey Plaster 1HR-ExU305-Wood Siding 1HR-U305-4 3/4" 1HR-U379-6 3/4" Curtain Wall
1A
1B
2
1 1 2 1 1 1 1 1 1
I
Function
2B
Type Mark 5A 5B 5C 6 6A 6B 6C 7 8
3
Type
Fire Rating
Curtain wall 24" Curtain wall 30" Curtain wall 36" 2HR-U334-8" 2HR-U334-Wood Siding 2HR-U334-White Plaster 2HR-U334-8"-Green Wall 2HR-Conc. Elev./Stair 3HR-Conc. Sep. Wall
4
5
6
6A
Function
1 1 1 2 2 2 2 2 3
Exterior Exterior Exterior Interior Exterior Exterior Interior Exterior Foundation
6B
J
K
KEYNOTE INDEX
WALL SCHEDULE Interior Interior Interior Exterior Exterior Exterior Interior Interior Exterior
2A
H
7
8
CLASSIFICATION 1 1-A 1-C 1-D 1-E 2-A 2-B 2-C 3-A 3-B 3-C 4-A
DESCRIPTION Cast-in-place concrete footings, slabs, bands, curbs, paving and steps; refer to structural. Cast-in-place concrete podium planter Cast-in-place concrete columns; refer to structural. Cast-in-place retaining wall Cast-in-place concrete stairs Exterior plaster (black); manufacturer and color to be determined. Exterior plaster (white); manufacturer and color to be determined. Fiber cement panel siding (wood like); finish and manufacturer to be determined. Painted aluminum panel; manufacturer to be determined. Frameless glass (or curtain wall system); manufacturer to be determined. Green wall; manufacturer to be determined. Residential window system (sliding); manufacturer to be determined.
L
KEYNOTE INDEX CLASSIFICATION 4-B 5-A 5-B 5-C 6-A 6-B 7-B 7-C 7-D 7-E 8-A 8-B
DESCRIPTION Residential window system (fixed); manufacturer to be determined. Commercial double sliding door; manufacturer to be determined. Residential single sliding door; manufacturer to be determined. Fire-rated door; manufacturer to be determined. Glass guardrail; manufacturer to be determined. Metal guardrail; manufacturer to be determined. Roof ladder; manufacturer to be determined. Bike parking Metal canopy Wood louver Wall expansion joints Roof expansion joints
M
SHEET TITLE:
FOURTH FLOOR PLAN As indicated OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐2.4
1 A-4.2
C1
D1
E1
1
F1
A-3.0
B1
1
A
G1
H1
I1
J1
K1
L2
A-4.1
3 A-9.1
1.90 1. 70
56 1.
1.6 6
51 1.
1.46
A-9.3
1.46
1.46
62 1.
0.73
1.46
1.2 3
1.49
1.49
1.78
1.59
1.59 1.2 1
1.1 5
1.49
1.49
1. 63
1.85
A-4.2
A-7.1
1
1. 64
1. 54
5 1 1.2
1. 67
2
58 1.
2 1.1
1. 67
1.97
1.91
1.94
10
1.10
1. 44
1. 44
9 12
JT
JT
A-7.1
40 1.
1.92
1.49
‐ ‐ ‐ ‐ ‐
1. 26
8
-
7 JT
1.84
1.49 63 1.
1
9 1.1
2
6
A-4.0A-4.0
A-9.0
4 A-9.0
5 A-9.0
1. 63
A-3.0
2
6
I3
L
J2
M
Revision Description
5 13 A-7.1
JT
No
1.2 8
1.88
1. 59
1.88
1.73
0.65
JT
Date
A-7.1
06/22/17
1. 54
1.89
14
1. 73
56 1.
JT
8 1.2
1. 56
A-9.3
1.91
1.94
3
11
1.91
2 A-9.2
1.91
Date
2
1. 27
A-3.1
1.49
1.85
0.40
JT
JT
A-7.1
6 A-7.1
JT
4 3
1.21
2
1
2
1
A-2.0.1 A-4.1
A-9.0
A-9.1
A-9.1
1.4 3
4
2.00
01
1.24
No 1. 28
1.23
1.23
1.18
1. 18
1.48
1.48
05 1.
PROJECT NAME:
5th & Harbor
1.57
1.68
1.46
1.94
1.94
1.93
4 1.3
28 1.
1.7 2
24 1.
1 1.0
40 1.
1.28
1 1.1
1.40
1. 59
59 1.
20 1.
28 1.
15 1.
75 0.
0.81 85 0.
1.2 4
A-9.2
2
PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
1
A-3.1
1
SHEET TITLE:
ROOF DRAIN PLAN 1/8" = 1'-0"
I
OWNER:
CHARLES COMPANY
A
B
C
D
E
F
G
H
J
K
L
M
SHEET NUMBER:
A‐2.5
‐ ‐ ‐ ‐ ‐
Date Revision Description No
01
06/26/17
Date No
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
ROOF VENTING & INSULATION PLAN OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐2.6
C1
D1
E1
F1
1
G1
H1
I1
J1
K1
L2
A-3.0
B1
1
A
A-4.1
1 A-4.2
5 A-7.1
3 A-9.1
10 1 A-9.3 2
2
A-4.2
A-9.3
9 12
JT
‐ ‐ ‐ ‐ ‐
JT
JT
JT
A-7.1
8
-
7
1
2
A-4.0
A-4.0
6 A-9.0
4 A-9.0
5 A-9.0
Date
I3
J2
Revision Description
5 13 A-7.1
2
A-3.1
2
A-3.0
2
6
JT
A-9.2 3 JT
No
A-9.3
14
06/26/17
JT
Date
A-7.1
11 JT
JT
JT
JT
JT
JT
A-7.1 6 A-7.1
4
2
1
2
1
A-2.0.1 A-4.1
A-9.0
A-9.1
A-9.1
No
4 A-9.2
01
3
PROJECT NAME:
5th & Harbor
2
PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703 3 A-9.2
1
A-3.1
1
SHEET TITLE:
GROUND FLOOR RCP 1/8" = 1'-0" OWNER:
CHARLES COMPANY
A
B
C
D
E
F
G
H
I
J
K
L
M
SHEET NUMBER:
A‐2.7
B1
C1
D1
A-3.0
1
A
E1
F1
G1
H1
I1
J1
K1
L2
10
JT
JT
JT
JT
JT
9
‐ ‐ ‐ ‐ ‐
8
-
7
I3
A-3.1
2
A-3.0
2
6
J2
Revision Description
Date
5
JT JT
JT
4
06/26/17
Date
JT
JT
JT
JT
JT
JT
No
JT
2
01
No
3
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
1 A
B
C
D
E
F
G
H
I
J
K
ELECTRICAL LEGEND SYMBOL
DESCRIPTION
L
M SHEET TITLE:
SYMBOL
DESCRIPTION
3M
1. DIMENSIONS ARE TAKEN FROM FACE OF FINISH U.N.O. 2. ALL CEILINGS IN PARKING LEVELS ARE EXPOSED CONCRETE U.N.O. 3. ALL CEILINGS IN PUBLIC AREAS ARE GYPSUM WALL BOARD U.N.O. 4. REFER TO ARCHITECTURAL SERIES A/ 800 UNIT RCP FOR INFORMATION NOT SPECIFIED 5. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACK UP AND LOCATED PER APPLICABLE CODE REQS. 6. REFER TO MEP DRAWINGS FOR ALL SIZING AND OUTPUT REQUIREMENTS 7. PROVIDE EMERGENCY LIGHTING, EGRESS ILLUMINATION AND MEANS OF EGRESS MARKING PER APPLICABLE CODE REQUIREMENTS 8. CONTRACTOR TO PROVIDE FIRE SPRINKLER LAYOUT PLAN FOR ARCHITECTS REVIEW 9. THESE PLANS ARE FOR COORDINATION OF LIGHT FIXTURES, HVAC REGISTERS AND SPRINKLER LINES. 10. LIGHTS TO BE CENTERED IN CIELING AREA WITHIN ROOM, U.N.O. 11. BATHROOM EXHAUST FANS MUST BE ENERGY STAR COMPLIANT ND FURNISHED WITH HUMIDITY SENSOR TO TURN OFF AUTOMATICALLY TO HELP PREVENT COSTEMIC AND STRUCTURAL PROBLEMS ASSOCIATED WITH EXCESS MOISTURE. MUST HAVE RELATIVE HUMIDITY RANGE
3 WAY MASTER SWITCH
DUPLEX RECEPTACLE
LIGHT SWITCH
CEILING RECEPTACLE
WALL SCONCE @74" AFF TYP. UON.
QUAD RECEPTACLE
PENDANT LIGHT FIXTURE
FLOOR RECEPTACLE
SURFACE MOUNTED LIGHT FIXTURE
JB
CONC SLAB EMBEDED J. BOX
RECESSED LIGHT FIXTURE
JB
WALL MOUNT JUNCTION BOX
WALL MOUNT READING LAMP
DATA JACK
PIN LIGHT DIRECTIONAL (ROOM #)
TELEPHONE JACK
LED COVE LIGHT
CABLE TV OUTLET
WALL WASHER EMERGENCY LIGHT
T
THERMOSTAT EXHAUST FAN
SECOND FLOOR RCP As indicated OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐2.8
C1
D1
E1
F1
1
G1
H1
I1
J1
K1
L2
A-3.0
B1
1
A
A-4.1
1 A-4.2
5 A-7.1
3 A-9.1
10 1 A-9.3 2 A-4.2
9 12
‐ ‐ ‐ ‐ ‐
JT
JT
JT
JT
JT
A-7.1
8
-
7
1
2
A-4.0
A-4.0
6 A-9.0
4 A-9.0
5 A-9.0
Date
I3
J2
Revision Description
5 13 A-7.1
JT
2
A-3.1
2
A-3.0
2
6
JT
A-9.2 3
No
JT
A-9.3 14
06/26/17
JT
Date
A-7.1
11 JT
JT
JT
JT
JT
JT
A-7.1 6 A-7.1
4
2
1
2
1
A-2.0.1 A-4.1
A-9.0
A-9.1
A-9.1
No
4 A-9.2
01
3
PROJECT NAME:
5th & Harbor
2
PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
1
A-3.1
1
SHEET TITLE:
THIRD FLOOR RCP 1/8" = 1'-0" OWNER:
CHARLES COMPANY
A
B
C
D
E
F
G
H
I
J
K
L
M
SHEET NUMBER:
A‐2.9
B1
C1
D1
E1
F1
G1
H1
I1
J1
K1
L2
1
1
A-3.0
1
A-4.2
A-4.1
5 A-7.1
3 A-9.1
10 1 A-9.3 2 A-4.2
9 12
‐ ‐ ‐ ‐ ‐
JT
JT
JT
JT
A-7.1
8
-
7 JT
1
2
A-4.0
A-4.0
6 A-9.0
4 A-9.0
5 A-9.0
Date
I3
J2
Revision Description
5 13 A-7.1
JT
2
A-3.1
2
A-3.0
2
6
JT
A-9.2
No
3 A-9.3 JT
14
06/26/17
JT
Date
A-7.1
11 JT
JT
A-7.1 6 A-7.1
4
2
1
2
1
A-2.0.1 A-4.1
A-9.0
A-9.1
A-9.1
No
4 A-9.2
01
3
PROJECT NAME:
5th & Harbor
2
PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
1
A-3.1
1
SHEET TITLE:
FOURTH FLOOR RCP 1/8" = 1'-0" OWNER:
CHARLES COMPANY
A
B
C
D
E
F
G
H
I
J
K
L
M
SHEET NUMBER:
A‐2.10
A
B1
C1
D1
E1
F1
G1
H1
I1
J1
K1
L2
1
1
A-3.0
1
A-4.2
A-4.1
5 A-7.1
3 A-9.1
10 1 A-9.3 2 A-4.2
9 12
‐ ‐ ‐ ‐ ‐
JT
JT
A-7.1
8
-
7 JT
1
2
A-4.0
A-4.0
6 A-9.0
4 A-9.0
5 A-9.0
Date
I3
A-3.1
2
A-3.0
2
6
J2
Revision Description
5 13 A-7.1
JT
2 A-9.2
No
3 A-9.3 JT
14
06/26/17
Date
A-7.1
11 A-7.1 6 A-7.1
4
2
1
2
1
A-2.0.1 A-4.1
A-9.0
A-9.1
A-9.1
No
4 A-9.2
01
3
PROJECT NAME:
5th & Harbor
2
PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
1
A-3.1
1
SHEET TITLE:
ROOF LIGHING PLAN 1/8" = 1'-0" OWNER:
CHARLES COMPANY
A
B
C
D
E
F
G
H
I
J
K
L
M
SHEET NUMBER:
A‐2.11
SPACE OCCUPANCY CLASSIFICATION Classification
10
C1
D1
L1-07 T.P.
L1-08 T.P.
Area Per Occupant Occupancy Gross or Net Fixed Seated
E1
A-3.0
B1
1
A
F1
G1
H1
L1-05 T.P.
L1-06 T.P.
I1
J1
L1-03 T.P.
L1-04 T.P.
K1
L2
L1-01 T.P.
L1-02 T.P.
G-11 T.P.
UNIT 2A
3
984 SF
UNIT 1B
5
624 SF
UNIT 2A
3
984 SF
UNIT 1A
UNIT 1A
3
674 SF
3
674 SF
UNIT 1A
3
671 SF
350
UNIT 2C 8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18
8.5X18 8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18
L1-10 T.P.
UNIT 1B
BIKE PARKING 318 SF
8.5X18
UTILITY
6
5 3
UNIT 1C 631 SF
JT
ELEV. 1
8.5X18 8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
59 SF
JT
J2
JT
ELEV. 2
STAIR 1
JT
I3
‐ ‐ ‐ ‐ ‐
624 SF
8.5X18
UNIT 1B
8.5X18
3
8.5X18 8.5X18 8.5X18
8.5X18
8.5X18
299 SF
59 SF
REC ROOM
1031 SF
JT
JT
JT
JT
JT
G-03 T.P.
RETAIL TRASH G-07 T.P.
4253 SF
6084 SF
LOBBY
UTILITY 112 SF
847 SF
-
2
1
A
B
C
D
E
F
G
B1 10
C1
D1
L2-09 T.P.
L2-08 T.P.
E1
H
F1
L2-07 T.P.
L2-06 T.P.
I
J
G1
K
H1
I1
L2-05 T.P.
L2-03 T.P.
UNIT 2F
5
828 SF
UNIT 2A 984 SF
3
UNIT 1B
5
624 SF
UNIT 2A
5
984 SF
UNIT 2A
3
984 SF
UNIT 1A
5
674 SF
UNIT 2B
3
927 SF
4
671 SF
350
L
M
838 SF
STAIR 3 163 SF
JT JT
JT
JT JT
UNIT 2D
No
932 SF
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
3
UNIT 1B 624 SF
3
8.5X18 8.5X18 8.5X18
7 UNIT 1B 624 SF
L2-Parking T.P.
8.5X18
6
3
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18 8.5X18
UNIT 1B 624 SF
5 JT
5
UNIT 2B
ELEV. 1
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
I3
8.5X18 8.5X18 8.5X18
L2-27 T.P.
PROJECT NAME:
L2-26 T.P.
5th & Harbor
ELEV. 2
STAIR 1
JT
J2
JT
59 SF
JT
915 SF
8.5X18 8.5X18 8.5X18 8.5X18
06/26/17
8.5X18 8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
01
8.5X18 8.5X18 8.5X18
Date
8.5X18 8.5X18 8.5X18
No
8.5X18 8.5X18 8.5X18 8.5X18
8
59 SF
4
JT
JT
JT
216 SF L2-15 T.P.
UNIT 2G
4
845 SF
UNIT 2G 845 SF
PROJECT ADDRESS:
4
STAIR 4
421 N HARBOR BLVD. SANTA ANA CA 92703
160 SF DN UP
3
5
UNIT 2A 984 SF
3
UNIT 1A
3
674 SF
5
UNIT 1A 3 UNIT 1A 674 SF
UNIT 1D
5
578 SF
L2-17 T.P.
2
L2-18 T.P.
578 SF
5
674 SF
L2-20 T.P. L2-16 T.P.
SHEET TITLE:
UNIT 1D UNIT 2A
3
984 SF
UNIT 1A
5
674 SF
UNIT 2A
5
984 SF
OCCUPANCY LOADS & PATH OF EGRESS 1/16" = 1'-0"
UNIT 2A 984 SF
L2-21 T.P.
L2-19 T.P.
L2-22 T.P.
L2-23 T.P.
L2-24 T.P.
L2-25 T.P.
1
A-3.1
OWNER:
1
86'-7 3/4" 65'-7 1/4" 74'-7 1/2" 62'-9 7/8" 77'-4 3/8" 119'-10 1/4" 147'-5 1/8" 173'-5 1/8" 205'-11 1/4" 190'-8 1/2" 174'-5 1/8" 132'-7 1/2" 111'-7 1/4" 85'-7 5/8" 49'-6 3/8" 90'-6 1/8" 107'-5 3/8" 134'-8 3/4" 157'-3 1/4" 177'-8 1/8" 182'-3 5/8" 161'-10 5/8" 128'-9 1/2" 102'-9 3/8" 75'-5 3/4" 84'-2 1/8" 112'-0" 138'-5 3/4"
L2-11 T.P.
L2-01 T.P. L2-02 T.P. L2-03 T.P. L2-04 T.P. L2-05 T.P. L2-06 T.P. L2-07 T.P. L2-08 T.P. L2-09 T.P. L2-10 T.P. L2-11 T.P. L2-12 T.P. L2-13 T.P. L2-14 T.P. L2-15 T.P. L2-16 T.P. L2-17 T.P. L2-18 T.P. L2-19 T.P. L2-20 T.P. L2-21 T.P. L2-22 T.P. L2-23 T.P. L2-24 T.P. L2-25 T.P. L2-26 T.P. L2-27 T.P. L2-Parking T.P.
L2-12 T.P.
4 4 3 5 3 5 5 3 5 4 5 3 3 3 5 5 3 3 3 3 3 5 3 5 5 4 4
L2-13 T.P.
200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF
4
UNIT 2C
L2-14 T.P.
838 SF 709 SF 671 SF 927 SF 674 SF 984 SF 984 SF 624 SF 984 SF 828 SF 932 SF 624 SF 624 SF 624 SF 915 SF 984 SF 674 SF 674 SF 674 SF 578 SF 578 SF 984 SF 674 SF 984 SF 984 SF 845 SF 845 SF
A-3.0
UNIT 2D UNIT 2E UNIT 1A UNIT 2B UNIT 1A UNIT 2A UNIT 2A UNIT 1B UNIT 2A UNIT 2F UNIT 2C UNIT 1B UNIT 1B UNIT 1B UNIT 2B UNIT 2A UNIT 1A UNIT 1A UNIT 1A UNIT 1D UNIT 1D UNIT 2A UNIT 1A UNIT 2A UNIT 2A UNIT 2G UNIT 2G
2
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
709 SF
166 SF
Occupancy Factor Occupancy Load Egress Path Egress Lenght 5
Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level Second Level
UNIT 2E
STAIR 2
JT
Area
PATH OF EGRESS 2
JT JT
Name
L2-01 T.P.
UNIT 1A
L2-10 T.P.
Number
L2
L2-02 T.P.
9
Comments
K1
M
L2-04 T.P.
4
OCCUPANCY LOAD 2
J1
L
Date
61'-0" 75'-3 3/8" 38'-7 7/8" 27'-0 3/4" 53'-4 1/8" 65'-4 1/8" 77'-6 7/8" 128'-4 3/8" 141'-2 1/2" 69'-8 7/8" 88'-6 3/8" 88'-3 7/8" 66'-6 3/4" 70'-10 1/2" 52'-4 3/8" 57'-5 7/8" 90'-11 1/2" 116'-5" 149'-6 1/8" 171'-5 1/8" 130'-1 7/8" 109'-0 1/8" 82'-10 7/8" 78'-8 7/8"
RETAIL SPACE 2
Revision Description
G-01 T.P. G-02 T.P. G-03 T.P. G-04 T.P. G-05 T.P. G-07 T.P. G-08 T.P. G-9 T.P. G-10 T.P. G-11 T.P. G-Parking T.P. L1-01 T.P. L1-02 T.P. L1-03 T.P. L1-04 T.P. L1-05 T.P. L1-06 T.P. L1-07 T.P. L1-08 T.P. L1-09 T.P. L1-10 T.P. L1-11 T.P. L1-12 T.P. L1-13 T.P.
UP
A-3.1
203 142 44 69 2 56 1 7 20 2 5 4 3 3 3 3 5 3 5 5 3 3 3 3
460 SF
265 SF
RETAIL SPACE 1
Egress Lenght
LEASING OFFICE
1
30 SF 30 SF 15 SF 15 SF 200 SF 15 SF 200 SF 15 SF 15 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF
STAIR 4 160 SF
G-08 T.P.
6084 SF 4253 SF 658 SF 1031 SF 460 SF 847 SF 265 SF 112 SF 299 SF 318 SF 950 SF 838 SF 641 SF 671 SF 674 SF 674 SF 984 SF 624 SF 984 SF 932 SF 624 SF 624 SF 624 SF 631 SF
G-04 T.P. G-02 T.P.
A-3.0
RETAIL SPACE 1 RETAIL SPACE 2 REC ROOM REC ROOM LEASING OFFICE LOBBY RETAIL TRASH UTILITY UTILITY BIKE PARKING GYM UNIT 2D UNIT 1B UNIT 1A UNIT 1A UNIT 1A UNIT 2A UNIT 1B UNIT 2A UNIT 2C UNIT 1B UNIT 1B UNIT 1B UNIT 1C
REC ROOM
658 SF
1
G-01 G-02 G-03 G-04 G-05 G-06 G-07 G-08 G-09 G-10 G-11 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
A-3.1
624 SF
A-3.1
UNIT 1B
G-9 T.P.
3
2
G-10 T.P.
G-Parking T.P.
7
8.5X18
624 SF
8.5X18
3
PATH OF EGRESS 1
Occupancy Factor Occupancy Load Egress Path
163 SF
8.5X18
8
JT
Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level Ground Level
Area
STAIR 3
932 SF
G-01 T.P.
Name
838 SF
L1-09 T.P.
5
3
Number
UNIT 2D
166 SF
4
Comments
4
STAIR 2
216 SF
OCCUPANCY LOAD 1
641 SF
JT
JT
JT
JT
JT JT
9
UNIT 1B
2
GROSS
5
950 SF
L1-11 T.P.
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
GYM
L1-12 T.P.
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
L1-13 T.P.
GROSS GROSS GROSS GROSS GROSS GROSS GROSS GROSS
A-3.0
300 SF 300 SF 500 SF 20 SF 300 SF 100 SF 15 SF 11 SF
2
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
CHARLES COMPANY
A
B
C
D
E
F
G
H
I
J
K
L
M SHEET NUMBER:
A‐2.12
10
D1
L3-09 T.P.
SPACE OCCUPANCY CLASSIFICATION
L3-08 T.P.
E1
F1
L3-07 T.P.
L3-06 T.P.
G1
H1
I1
L3-05 T.P.
L3-03 T.P.
J1
K1
L2
L3-01 T.P.
L3-02 T.P.
L3-04 T.P.
Area Per Occupant Occupancy Gross or Net Fixed Seated UNIT 2A
5
984 SF
3
984 SF
UNIT 1A
5
674 SF
UNIT 2B
3
927 SF
UNIT 1A 671 SF
UNIT 2D
4
709 SF
838 SF
STAIR 3 163 SF
JT JT
JT
JT
9 JT
UNIT 2E
4
L3-10 T.P.
624 SF
UNIT 2A
5
350
STAIR 2 166 SF
UNIT 2C 932 SF
8.5X18 8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8
3
UNIT 1B 624 SF
3
8.5X18 8.5X18 8.5X18
7 UNIT 1B 624 SF
L3-Parking T.P.
8.5X18
6
3
UNIT 1B
5
UNIT 2B
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18 8.5X18
624 SF
J2
‐ ‐ ‐ ‐ ‐
5
I3
JT
915 SF
ELEV. 1
8.5X18 8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
8.5X18 8.5X18 8.5X18
JT L3-27 T.P.
59 SF
JT
ELEV. 2
STAIR 1
JT
L3-26 T.P.
59 SF
4
JT
JT
JT
JT JT
JT
216 SF
UNIT 2G
4
845 SF
UNIT 2G 845 SF
4
STAIR 4
3
DN
5
5
674 SF
UNIT 1D
5
578 SF
UNIT 1D
UNIT 2A
5
578 SF
UNIT 1A
3
984 SF
5
674 SF
UNIT 2A
5
984 SF
UNIT 2A 984 SF
PATH OF EGRESS 3 L3-22 T.P.
L3-23 T.P.
L3-24 T.P.
L3-25 T.P.
-
2
L3-19 T.P.
A
B
C
A
D
B1
10
E
C1
F
D1
L4-09 T.P.
L4-08 T.P.
G
E1
H
F1
L4-07 T.P.
L4-06 T.P.
I
J
G1
K
H1
I1
L4-05 T.P.
L4-03 T.P.
J1
K1
L
M
L
M
L2
L4-01 T.P.
L4-02 T.P.
Date
1
L4-04 T.P.
4
UNIT 2F
5
828 SF
UNIT 2A
3
984 SF
UNIT 1B
5
624 SF
UNIT 2A
5
984 SF
UNIT 2A
3
984 SF
UNIT 1A
5
674 SF
UNIT 2B
3
927 SF
UNIT 1A
4
671 SF
350
9
UNIT 2E
UNIT 2D
4
709 SF
Revision Description
86'-7 3/4" 65'-7 1/4" 74'-7 1/2" 62'-9 7/8" 77'-4 3/8" 119'-10 1/4" 147'-5 1/8" 173'-5 1/8" 205'-11 1/4" 190'-8 1/2" 174'-5 1/8" 132'-7 1/2" 111'-7 1/4" 85'-7 5/8" 49'-6 3/8" 90'-6 1/8" 107'-5 3/8" 134'-8 3/4" 157'-3 1/4" 177'-8 1/8" 182'-3 5/8" 161'-10 5/8" 128'-9 1/2" 102'-9 3/8" 75'-5 3/4" 84'-2 1/8" 112'-0" 138'-5 3/4"
L3-18 T.P.
838 SF
STAIR 3 163 SF
JT JT
L3-01 T.P. L3-02 T.P. L3-03 T.P. L3-04 T.P. L3-05 T.P. L3-06 T.P. L3-07 T.P. L3-08 T.P. L3-09 T.P. L3-10 T.P. L3-11 T.P. L3-12 T.P. L3-13 T.P. L3-14 T.P. L3-15 T.P. L3-16 T.P. L3-17 T.P. L3-18 T.P. L3-19 T.P. L3-20 T.P. L3-21 T.P. L3-22 T.P. L3-23 T.P. L3-24 T.P. L3-25 T.P. L3-26 T.P. L3-27 T.P. L3-Parking T.P.
L3-17 T.P.
L3-16 T.P.
L3-21 T.P.
JT
4 4 3 5 3 5 5 3 5 4 5 3 3 3 5 5 3 3 3 3 3 5 3 5 5 4 4
L3-20 T.P.
Egress Lenght
JT
Occupancy Factor Occupancy Load Egress Path 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF
674 SF
JT
838 SF 709 SF 671 SF 927 SF 674 SF 984 SF 984 SF 624 SF 984 SF 828 SF 932 SF 624 SF 624 SF 624 SF 915 SF 984 SF 674 SF 674 SF 674 SF 578 SF 578 SF 984 SF 674 SF 984 SF 984 SF 845 SF 845 SF
UNIT 1A UNIT 1A 3
160 SF
A-3.1
UNIT 2D UNIT 2E UNIT 1A UNIT 2B UNIT 1A UNIT 2A UNIT 2A UNIT 1B UNIT 2A UNIT 2F UNIT 2C UNIT 1B UNIT 1B UNIT 1B UNIT 2B UNIT 2A UNIT 1A UNIT 1A UNIT 1A UNIT 1D UNIT 1D UNIT 2A UNIT 1A UNIT 2A UNIT 2A UNIT 2G UNIT 2G
3
674 SF
1
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
Area
UNIT 1A
A-3.0
Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level Third Level
Name
3
984 SF
1
Comments Number
UNIT 2A
L4-10 T.P.
OCCUPANCY LOAD 3
A-3.1
8.5X18 8.5X18 8.5X18
A-3.1
8.5X18 8.5X18 8.5X18
2
8.5X18 8.5X18 8.5X18 8.5X18
2
5
L3-15 T.P.
GROSS
984 SF
UNIT 1B
L3-11 T.P.
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
828 SF
3
L3-12 T.P.
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
UNIT 2A
5
L3-13 T.P.
GROSS GROSS GROSS GROSS GROSS GROSS GROSS GROSS
UNIT 2F
L3-14 T.P.
300 SF 300 SF 500 SF 20 SF 300 SF 100 SF 15 SF 11 SF
A-3.0
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
4
2
Classification
C1
A-3.0
B1
1
A
STAIR 2 166 SF
UNIT 1D
No
5
932 SF
3
UNIT 1B 624 SF
L4-Parking T.P.
6 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18
3
UNIT 1B
5
UNIT 2B
624 SF
5 JT
ELEV. 1
8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18
L4-27 T.P.
06/26/17
PROJECT NAME:
L4-26 T.P.
5th & Harbor
ELEV. 2
STAIR 1
JT
J2
JT
59 SF
JT
915 SF
I3
01
624 SF
No
UNIT 1B 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18
7
Date
8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18
L4-11 T.P.
3
59 SF
216 SF
JT
4
UNIT 2G
4
845 SF
UNIT 2G 845 SF
PROJECT ADDRESS:
4
STAIR 4
421 N HARBOR BLVD. SANTA ANA CA 92703
160 SF
3
SHEET TITLE:
5
UNIT 2A 984 SF
3
UNIT 1A
3
674 SF
UNIT 1A UNIT 1A 3 674 SF
5
674 SF
UNIT 1D
5
578 SF
L4-20 T.P. L4-17 T.P.
L4-16 T.P.
2
L4-18 T.P.
UNIT 1D
5
578 SF
UNIT 2A
3
984 SF
UNIT 1A
5
674 SF
UNIT 2A
5
984 SF
UNIT 2A 984 SF
OCCUPANCY LOADS & PATH OF EGRESS 1/16" = 1'-0"
L4-21 T.P.
L4-19 T.P.
L4-22 T.P.
L4-23 T.P.
L4-24 T.P.
L4-25 T.P.
OWNER:
1
A-3.1
86'-7 3/4" 65'-7 1/4" 74'-7 1/2" 62'-9 7/8" 77'-4 3/8" 119'-10 1/4" 147'-5 1/8" 173'-5 1/8" 205'-11 1/4" 190'-8 1/2" 174'-5 1/8" 132'-7 1/2" 111'-7 1/4" 85'-7 5/8" 49'-6 3/8" 90'-6 1/8" 107'-5 3/8" 134'-8 3/4" 157'-3 1/4" 177'-8 1/8" 182'-3 5/8" 161'-10 5/8" 128'-9 1/2" 102'-9 3/8" 75'-5 3/4" 84'-2 1/8" 112'-0" 138'-5 3/4"
1
L4-01 T.P. L4-02 T.P. L4-03 T.P. L4-04 T.P. L4-05 T.P. L4-06 T.P. L4-07 T.P. L4-08 T.P. L4-09 T.P. L4-10 T.P. L4-11 T.P. L4-12 T.P. L4-13 T.P. L4-14 T.P. L4-15 T.P. L4-16 T.P. L4-17 T.P. L4-18 T.P. L4-19 T.P. L4-20 T.P. L4-21 T.P. L4-22 T.P. L4-23 T.P. L4-24 T.P. L4-25 T.P. L4-26 T.P. L4-27 T.P. L4-Parking T.P.
JT
4 4 3 5 3 5 5 3 5 4 5 3 3 3 5 5 3 3 3 3 3 5 3 5 5 4 4
JT JT
200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF 200 SF
L4-15 T.P.
838 SF 709 SF 671 SF 927 SF 674 SF 984 SF 984 SF 624 SF 984 SF 828 SF 932 SF 624 SF 624 SF 624 SF 915 SF 984 SF 674 SF 674 SF 674 SF 578 SF 578 SF 984 SF 674 SF 984 SF 984 SF 845 SF 845 SF
Occupancy Factor Occupancy Load Egress Path Egress Lenght
L4-13 T.P.
UNIT 2D UNIT 2E UNIT 1A UNIT 2B UNIT 1A UNIT 2A UNIT 2A UNIT 1B UNIT 2A UNIT 2F UNIT 1D UNIT 1B UNIT 1B UNIT 1B UNIT 2B UNIT 2A UNIT 1A UNIT 1A UNIT 1A UNIT 1D UNIT 1D UNIT 2A UNIT 1A UNIT 2A UNIT 2A UNIT 2G UNIT 2G
Area
L4-14 T.P.
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
Name
A-3.0
Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level Fourth Level
Number
8
2
Comments
PATH OF EGRESS 4
L4-12 T.P.
OCCUPANCY LOAD 4
8.5X18
8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18 8.5X18
CHARLES COMPANY
A
B
C
D
E
F
G
H
I
J
K
L
M SHEET NUMBER:
A‐2.13
10
9
8
7
6
PL
5
4
3
2
1 PL
225'-0"
32'-0" 1-A
3-B
33'-6" 2-C
2-B
2-A
23'-6" 6-B
7-B
23'-6" 1-E
6-A
23'-6" 1-A
35'-0"
5-B
4-B
7'-0" 8-A
4-A
32'-0"
15'-0"
5-C
7-C
10'-0"
Roof 48'-0" 10'-0"
Roof 48'-0"
10'-0"
N HARBOR BLVD
48'-0"
SECOND FLOOR 18'-0" 10'-0"
10'-0"
SECOND FLOOR 18'-0"
THIRD FLOOR 28'-0" 10'-0"
FIRST FLOOR 8'-0"
2'-6"
8'-0"
5'-6"
FIRST FLOOR 8'-0"
GROUND FLOOR 0"
-
GROUND FLOOR 0"
‐ ‐ ‐ ‐ ‐
10'-0"
48'-0"
THIRD FLOOR 28'-0"
FOURTH FLOOR 38'-0"
N FIGUEROA ST
10'-0"
FOURTH FLOOR 38'-0"
M
L2
K1
I1
H1
G1
F1
E1
D1
C1
B1
A
PL
PL 322'-10"
5'-0" MIN. SETBACK
13'-4"
25'-0" 2-A
33'-6" 1-A
2-B
25'-0" 4-B
5-C
4-A
35'-0"
25'-0"
1-C
35'-0" 5-B
1
35'-0" 3-A
6-A
23'-6" 1-E
3-A
35'-0" 6-B
37'-6"
8'-0" MIN. SETBACK
3-B
1-E
5-A
06/22/17
FIRST FLOOR 8'-0"
1'-6"
8'-0"
6'-6"
FIRST FLOOR 8'-0"
Revision Description
W 5TH
48'-0"
10'-0"
SECOND FLOOR 18'-0"
10'-0"
SECOND FLOOR 18'-0"
No
10'-0" 10'-0"
THIRD FLOOR 28'-0"
10'-0"
GROUND FLOOR 0"
No
GROUND FLOOR 0"
01
48'-0"
THIRD FLOOR 28'-0"
Date
10'-0"
FOURTH FLOOR 38'-0"
10'-0"
FOURTH FLOOR 38'-0"
Date
Roof 48'-0" 10'-0"
Roof 48'-0"
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
KEYNOTE INDEX CLASSIFICATION 1 1-A 1-C 1-D 1-E 2-A 2-B 2-C 3-A 3-B 3-C 4-A
DESCRIPTION Cast-in-place concrete footings, slabs, bands, curbs, paving and steps; refer to structural. Cast-in-place concrete podium planter Cast-in-place concrete columns; refer to structural. Cast-in-place retaining wall Cast-in-place concrete stairs Exterior plaster (black); manufacturer and color to be determined. Exterior plaster (white); manufacturer and color to be determined. Fiber cement panel siding (wood like); finish and manufacturer to be determined. Painted aluminum panel; manufacturer to be determined. Frameless glass (or curtain wall system); manufacturer to be determined. Green wall; manufacturer to be determined. Residential window system (sliding); manufacturer to be determined.
KEYNOTE INDEX CLASSIFICATION 4-B 5-A 5-B 5-C 6-A 6-B 7-B 7-C 7-D 7-E 8-A 8-B
DESCRIPTION Residential window system (fixed); manufacturer to be determined. Commercial double sliding door; manufacturer to be determined. Residential single sliding door; manufacturer to be determined. Fire-rated door; manufacturer to be determined. Glass guardrail; manufacturer to be determined. Metal guardrail; manufacturer to be determined. Roof ladder; manufacturer to be determined. Bike parking Metal canopy Wood louver Wall expansion joints Roof expansion joints
NORTH & EAST ELEVATIONS 1/8" = 1'-0" OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐3.0
1
PL
2
5'-0" MIN. SETBACK
3
15'-0" 7-D
32'-0" 3-A
4
5
7'-0"
2-B
6
35'-0" 5-C
23'-6"
3-B
7
8
23'-6"
9
23'-6"
33'-6" 6-A
1-C
10
7-B
32'-0" 8-A
8-B
PL
8'-0" MAX. SETBACK
2-A
3-A
4-A
10'-0"
Roof 48'-0" 10'-0"
Roof 48'-0"
10'-0"
48'-0"
10'-0"
THIRD FLOOR 28'-0"
SECOND FLOOR 18'-0" 10'-0"
10'-0"
SECOND FLOOR 18'-0"
N FIGUEROA ST
10'-0"
FIRST FLOOR 8'-0"
1'-0"
8'-0"
7'-0"
FIRST FLOOR 8'-0"
‐ ‐ ‐ ‐ ‐
48'-0"
THIRD FLOOR 28'-0"
N HARBOR BLVD
FOURTH FLOOR 38'-0" 10'-0"
FOURTH FLOOR 38'-0"
GROUND FLOOR 0"
-
GROUND FLOOR 0"
A
B
C
D
E
F
G
H
I
J
K
L
M
322'-10"
PL
8'-0" MAX. SETBACK
23'-6"
35'-0"
2-C
25'-0"
8-B
7-E
25'-0"
4-A
3-B
25'-0"
3-A
25'-0"
5-B
PL 25'-0"
4-B
35'-0"
6-A
4-B
25'-0"
5-A
35'-0"
35'-0"
7-D
5-A
9'-4"
3-B
5'-0" MIN. SETBACK 5-C
Roof 48'-0" 10'-0"
10'-0"
Roof 48'-0"
8'-0"
2'-0"
Revision Description
06/22/17
10'-0"
FIRST FLOOR 8'-0" 6'-0"
FIRST FLOOR 8'-0"
No
48'-0"
10'-0"
SECOND FLOOR 18'-0" 10'-0"
SECOND FLOOR 18'-0"
Date
10'-0"
THIRD FLOOR 28'-0" 10'-0"
No
GROUND FLOOR 0"
01
48'-0"
W 5TH ST
THIRD FLOOR 28'-0"
GROUND FLOOR 0"
Date
FOURTH FLOOR 38'-0" 10'-0"
FOURTH FLOOR 38'-0"
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
KEYNOTE INDEX CLASSIFICATION 1 1-A 1-C 1-D 1-E 2-A 2-B 2-C 3-A 3-B 3-C 4-A
DESCRIPTION Cast-in-place concrete footings, slabs, bands, curbs, paving and steps; refer to structural. Cast-in-place concrete podium planter Cast-in-place concrete columns; refer to structural. Cast-in-place retaining wall Cast-in-place concrete stairs Exterior plaster (black); manufacturer and color to be determined. Exterior plaster (white); manufacturer and color to be determined. Fiber cement panel siding (wood like); finish and manufacturer to be determined. Painted aluminum panel; manufacturer to be determined. Frameless glass (or curtain wall system); manufacturer to be determined. Green wall; manufacturer to be determined. Residential window system (sliding); manufacturer to be determined.
KEYNOTE INDEX CLASSIFICATION 4-B 5-A 5-B 5-C 6-A 6-B 7-B 7-C 7-D 7-E 8-A 8-B
DESCRIPTION Residential window system (fixed); manufacturer to be determined. Commercial double sliding door; manufacturer to be determined. Residential single sliding door; manufacturer to be determined. Fire-rated door; manufacturer to be determined. Glass guardrail; manufacturer to be determined. Metal guardrail; manufacturer to be determined. Roof ladder; manufacturer to be determined. Bike parking Metal canopy Wood louver Wall expansion joints Roof expansion joints
SOUTH & WEST ELEVATIONS 1/8" = 1'-0" OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐3.1
A
B1
C1
D1
E1
F1
G1
H1
I1
J1
K1
L2
309'-6"
PL
37'-6"
35'-0"
5 A-9.0
23'-6"
35'-0"
35'-0"
25'-0"
35'-0"
25'-0"
4 A-9.0
Roof 48'-0" 10'-0"
7
1
FOURTH FLOOR 38'-0"
1 10'-0"
10'-0"
1 10'-2"
7
UNIT 1B 624 SF
7
7
1
THIRD FLOOR 28'-0"
1 10'-0"
1
10'-0"
Roof 48'-0"
624 SF
THIRD FLOOR 28'-0" UNIT 1B 624 SF
58'-0"
SECOND FLOOR 18'-0"
3
7
1
1 10'-0"
10'-0"
1
SECOND FLOOR 18'-0"
UNIT 1B 624 SF
7
FIRST FLOOR 8'-0"
FIRST FLOOR 8'-0"
7
8'-0"
8'-0"
UTILITY 299 SF
‐ ‐ ‐ ‐ ‐
W 5TH ST
7
1
1
3
PL
25'-0"
UNIT 1B
FOURTH FLOOR 38'-0"
3
24'-0"
6 A-9.0
1
3
9'-6"
GROUND FLOOR 0" 6'-0"
6'-0"
GROUND FLOOR 0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
3'-0"1'-0"
3'-0"1'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
B.O. Footing -10'-0"
Revision Description
Date
-
B.O. Footing -10'-0"
H
G
F
E
D
C
B
A
322'-10"
PL
9'-4"
35'-0"
35'-0"
25'-0"
35'-0"
25'-0"
25'-0"
25'-0"
25'-0"
25'-0"
35'-0"
PL
23'-6"
6 A-9.0 H
7
7
4B
3
FOURTH FLOOR 38'-0"
2
H
H
H
H
2
H
7
7
2
H
H
H
H
2
H
7
7
UNIT 1B 624 SF
THIRD FLOOR 28'-0"
4B
10'-0"
H
3
SECOND FLOOR 18'-0"
UNIT 1B 624 SF
SECOND FLOOR 18'-0"
10'-0"
4B
7
FIRST FLOOR 8'-0"
16
16
16
7
6
6
3
6
8'-0"
624 SF
FIRST FLOOR 8'-0"
7
UTILITY 299 SF
1'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
6'-0"
GROUND FLOOR 0" 6'-0"
GROUND FLOOR 0"
UNIT 1B
T.O. Basement Slab -6'-0" T.O. Footing -7'-0" 1'-0"
55'-0"
FOURTH FLOOR 38'-0"
3
THIRD FLOOR 28'-0"
624 SF
4B
10'-0"
H
UNIT 1B
W 5TH ST
2
10'-0"
H
10'-0"
H
10'-0"
H
10'-0"
H
PROJECT NAME:
5th & Harbor
8'-0"
2
10'-0"
H
Roof 48'-0"
55'-0"
Roof 48'-0"
06/22/17
I
01
J
No
K
Date
L
No
M
PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
SECTIONS
1/8" = 1'-0" OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐4.0
10
4
9
3
2
1
225'-0"
Roof 48'-0"
2
PL Roof 48'-0"
5A
STAIR 1
5
984 SF
15
15
4 A-9.2
UNIT 2A 984 SF
THIRD FLOOR 28'-0"
5A
UNIT 2A
5
984 SF
UNIT 2A 984 SF
58'-0"
5
984 SF
FOURTH FLOOR 38'-0"
5
984 SF
3
UNIT 2A
5A
UNIT 2A
2
10'-0"
UNIT 2A
3
5
N FIGUEROA ST
3
10'-0"
2
5
6'-0"
1 A-9.2
ELEV. 1
UNIT 2A
RETAIL SPACE 1
59 SF
984 SF
6
20
FIRST FLOOR 8'-0"
BIKE PARKING
6
6
6084 SF
15
7
FIRST FLOOR 8'-0" 3 A-9.2
UTILITY
318 SF
8'-0"
8'-0"
SECOND FLOOR 18'-0"
10'-0"
10'-0" 10'-0" 58'-0"
15'-0"
10'-0"
10'-0"
5
2
SECOND FLOOR 18'-0"
32'-0"
216 SF
FOURTH FLOOR 38'-0"
THIRD FLOOR 28'-0"
15
7
3
7'-0"
2 A-9.2
‐ ‐ ‐ ‐ ‐
139'-0"
N HARBOR BLVD
32'-0" 3 A-9.1
10'-0"
PL
299 SF
6'-0"
GROUND FLOOR 0"
6'-0"
GROUND FLOOR 0"
3'-0"1'-0"
3'-0"1'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0" B.O. Footing -10'-0"
G
PL
I
Roof 48'-0"
HI
FOURTH FLOOR 38'-0"
3
H
HI
THIRD FLOOR 28'-0"
5
H
1
3
984 SF
1
5
3
UNIT 2A
3
2
3
1
3
3
3
674 SF
3
3
UNIT 1A 674 SF
3
25'-0"
3
4B
1
5
674 SF
3
4B
3
4B
578 SF
5
UNIT 1D 578 SF
5
35'-0"
4B
3
UNIT 1D
4B
1
1
4B
1
3
984 SF
1
5
578 SF
3
UNIT 2A
3
UNIT 1D
25'-0"
1
5
578 SF
1
5
674 SF
1
UNIT 1D
1
UNIT 1A
1
25'-0"
1
UNIT 1A
1
3
674 SF
1
UNIT 1A
1
UNIT 1A
3
1
3
674 SF
1
3
984 SF
3
UNIT 1A
3
UNIT 2A
3
25'-0"
3
3
1
3
3
3
1
3
B.O. Footing -10'-0"
1
3
1
3
3
984 SF
FOURTH FLOOR 38'-0"
3
5
984 SF
3
UNIT 2A
1
UNIT 2A
Roof 48'-0"
3
5
3
9'-4"
UNIT 2A 984 SF
1
3
THIRD FLOOR 28'-0" STAIR 4
HI
H
5
UNIT 2A
3
984 SF
UNIT 1A
3
674 SF
UNIT 1A 674 SF
3
UNIT 1A 674 SF
5
UNIT 1D 578 SF
5
UNIT 1D 578 SF
5
UNIT 2A
3
984 SF
UNIT 1A 674 SF
5
UNIT 2A
5
984 SF
UNIT 2A
58'-0"
984 SF
16
6
RETAIL SPACE 1
RETAIL TRASH 265 SF
LEASING OFFICE 460 SF
LOBBY 847 SF
RETAIL SPACE 2 4253 SF
FIRST FLOOR 8'-0"
01
H H
No
---
10'-0"
SECOND FLOOR 18'-0"
8'-0"
10'-0" 8'-0" 6'-0" 3'-0"1'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
M
160 SF
6084 SF
GROUND FLOOR 0"
3
984 SF
1
5
674 SF
3
35'-0"
UNIT 2A
3
UNIT 1A
10'-10 3/8"
1
5
674 SF
1
984 SF
3
UNIT 1A
3
UNIT 2A
24'-1 3/4"
SECOND FLOOR 18'-0"
FIRST FLOOR 8'-0"
L
PL
58'-0"
10'-0"
1
25'-0"
K
PROJECT NAME:
GROUND FLOOR 0" 6'-0"
10'-0"
2
25'-0"
J2
5th & Harbor PROJECT ADDRESS:
T.O. Basement Slab -6'-0" T.O. Footing -7'-0" 3'-0"1'-0"
10'-0"
2
35'-0"
J
2 A-9.1
322'-10" 23'-6"
W 5TH ST
H
06/22/17
F
No
E
Date
D
10'-0"
C
10'-0"
B
10'-0"
A
Revision Description
Date
-
B.O. Footing -10'-0"
B.O. Footing -10'-0"
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
SECTIONS
1/8" = 1'-0" OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐4.1
1
2
3
4
5
6
7
8
9
10
PL
PL
Roof 48'-0"
Roof 48'-0"
5
UNIT 2A
UNIT 2B
5
984 SF
927 SF
FOURTH FLOOR 38'-0"
THIRD FLOOR 28'-0"
SECOND FLOOR 18'-0"
5
UNIT 2A
UNIT 2B
5
984 SF
N FIGUEROA ST
N HARBOR BLVD
FOURTH FLOOR 38'-0"
927 SF
STAIR 2 166 SF 5
UNIT 2A
UNIT 2B
5
984 SF
LEASING OFFICE
927 SF
LOBBY
460 SF
3
847 SF
THIRD FLOOR 28'-0"
SECOND FLOOR 18'-0"
UNIT 1A 674 SF
FIRST FLOOR 8'-0"
GROUND FLOOR 0"
‐ ‐ ‐ ‐ ‐
FIRST FLOOR 8'-0"
GROUND FLOOR 0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0" B.O. Footing -10'-0"
M
L2
K1
I1
H1
G1
F1
PL
E1
D1
C1
B1
A PL
322'-10" 13'-4"
25'-0"
33'-6"
25'-0"
35'-0"
25'-0"
35'-0"
35'-0"
23'-6"
35'-0"
37'-6"
4
UNIT 2D
4
838 SF
UNIT 2E 709 SF
3
UNIT 1A
5
671 SF
UNIT 2B 927 SF
3
UNIT 1A 674 SF
5
UNIT 2A
5
984 SF
UNIT 2A 984 SF
3
UNIT 1B 624 SF
5
UNIT 2A
4
984 SF
10'-0"
Roof 48'-0" 10'-0"
Roof 48'-0" UNIT 2F 828 SF
4
838 SF
UNIT 2E 709 SF
3
UNIT 1A
5
671 SF
UNIT 2B 927 SF
3
UNIT 1A 674 SF
5
UNIT 2A
5
984 SF
UNIT 2A 984 SF
3
UNIT 1B 624 SF
5
UNIT 2A
4
984 SF
UNIT 2F 828 SF
UNIT 2D
4
838 SF
UNIT 2E 709 SF
3
UNIT 1A
5
671 SF
UNIT 2B 927 SF
3
UNIT 1A 674 SF
5
UNIT 2A
5
984 SF
UNIT 2A 984 SF
3
UNIT 1B 624 SF
5
UNIT 2A
4
984 SF
UNIT 2F 828 SF
58'-0"
58'-0"
4
SECOND FLOOR 18'-0"
4
UNIT 2D 838 SF
3
UNIT 1B 641 SF
3
UNIT 1A 671 SF
3
UNIT 1A
3
674 SF
UNIT 1A 674 SF
5
UNIT 2A 984 SF
3
UNIT 1B 624 SF
5
UNIT 2A 984 SF
GYM
950 SF
10'-0"
10'-0"
SECOND FLOOR 18'-0"
W 5TH ST
---
10'-0"
THIRD FLOOR 28'-0" 10'-0"
THIRD FLOOR 28'-0"
2 A-9.3
8'-0"
FIRST FLOOR 8'-0" 8'-0"
FIRST FLOOR 8'-0"
3'-0"1'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
SECTIONS
6'-0"
GROUND FLOOR 0"
3'-0"1'-0"
6'-0"
GROUND FLOOR 0"
01
UNIT 2D
No
4
10'-0"
FOURTH FLOOR 38'-0" 10'-0"
FOURTH FLOOR 38'-0"
B.O. Footing -10'-0"
06/22/17
Date
No
Revision Description
Date
-
B.O. Footing -10'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0" B.O. Footing -10'-0"
1/8" = 1'-0" OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐4.2
18'-5 5/8"
8 5/8"
10 1/2"
M
I1
5'-6"
9'-2" 10'-6"
57
58
67
66
65
64
63
62
61
60
59
9 1/4"
9'-2"
JT
‐ ‐ ‐ ‐ ‐ 9'-2" 8"
15
56
12" 68
DN
F.E.E 101.00
F.E.E 96.00
9 R @ 6 5/8"
12"
23"
7'-4"
5'-0"
8"
44
33
43
34
42
35
41
36
40
37
39
38
F.E.E 86.00
Date
9'-2"
4'-1 3/4"
10'-10 1/8"
8"
1'-11" 9 R @ 6 5/8"
UP 33
34
35
36
37
38
39
40
49
48
47
46
45
44
43
42
41
JT
8"
8"
5'-4"
9 1/4"
18 R @ 6 5/8" 50
F.E.E 91.00
DN
06/26/17
32
JT
8"
Revision Description
45
6'-11 7/8"
No
31
DN
8"
Date
46
4'-6"
8"
30
4 3/4" 1'-6" 9 1/4"
15
6'-2" 50"
47
UP
3'-11 3/4"
8"
JT
JT
7
8"
10'-6"
DN
50"
9'-2"
UP
47
3'-0" 4"9 1/4" 7 8" 4 3/4"
4'-11"
46
F.E.E 91.00
9 R @ 6 5/8"
F.E.E 86.00
8"
45
JT
50"
31
18 R @ 6 5/8"
10"
44
11'-6 1/8"
50"
32
13'-7 7/8"
3'-0" 10 4" 1/2" 9'-0"
8'-1 5/8"
J1
5'-6"
3'-5 5/8" 8"
8"
6'-2"
10'-4"
7'-4"
5'-0"
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
3'-0" 10 4" 1/2" 7
7 3/4"
8 5/8"
6'-2"
9
10
F.E.E 81.00
10'-0 5/8"
4" 8 5/8"
10 1/2"
5'-6"
3'-0" 10 4" 1/2"
F.E.E 75.00
7
13
12
11
10
8" 9
8
7
6
14 R @ 6 7/8" 12"
5
4
3
2
F.E.E 73.00
1
UP
5'-8"
STAIRS & ELEVATOR SECTIONS 1/4" = 1'-0" OWNER:
23"
JT
8"
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
62"
14 R @ 6 7/8"
14
PROJECT ADDRESS:
7
10'-6"
5'-4"
9'-2"
3'-0" 1'-0"
JT
49 3/4" 1/4" 8"
01
No
3'-9 3/4" 8"
12'-7 1/8" 10 1/4" 3'-10"
8"
9'-2"
UP
6'-11 7/8"
5th & Harbor
7
9'-2"
1
8" 15
12"
2
F.E.E 81.00
2'-11" 1'-8 1/2" 3'-10"
6'-2" 3
JT
3'-11 3/4" 8"
JT
JT
JT
4
9'-8"
11 R @ 6 7/8"
8"
6
6'-0"
6'-4"
8 5/8"
8 5/8"
20
5
9 1/4"
4'-6"
PROJECT NAME:
8"
8
6
4 3/4" 1'-6"
16'-7 1/8"
48"
7
7
JT
5'-10 3/4"
6
11
8" 2'-4"
9 1/4"
8" 8"
15'-1 3/4" 5
7'-4"
56"
4
8
10 TREADERS @ 11", 11 RISERS @ 6 1/2"
3'-1"
UP
3
9
4'-10"
1
2
10
23"
2
50"
11 R @ 6 1/2"
3
1
6C
7
F.E.E 81.00
20'-2"
4
13'-7 7/8"
8"
5
11 R @ 6 1/2"
10 TREADERS @ 11", 11 RISERS @ 6 7/8"
20'-0"
15 R @ 6 3/4"
6
9'-2"
7
1'-2" 3'-0" 4"8"
11
1'-11"
26'-4"
8
4'-6"
58"
1'-0"
9
12'-10"
10
30'-8 1/4"
11
32'-0"
12
15 TREADERS @ 11", 14 RISERS @ 6 5/8"
1'-0"
13
74.67
11 R @ 6 7/8"
7
15
48"
8"
1B 1B
JT
8 5/8"
15 R @ 6 3/4" 15 R @ 6 3/4"
5'-8" 8"
7'-0 5/8"
55
8 1/4" 3'-8"
43
10'-7"
10 1/2"
8 5/8"
14
20'-8 5/8"
54
18 R @ 6 5/8"
7
33
5'-6"
I1
7
3
5'-4"
3'-0" 1'-8 1/2" 3'-10"
42
7
17'-2 5/8" 8'-8"
8"
18'-4"
34
1B
M
8"
9'-0"
7'-4"
41
1'-6"4" 2'-10"
3'-2"
8"
9 R @ 6 5/8"
35
30
10 1/2"
4" 3'-0"
53
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
23"
1'-0"
1'-11" 40
8 5/8"
L
52
JT
8'-8"
36
1'-9"
8"
8"
5'-9 3/4"
8 5/8"
F.E.E 87.54
51
JT
6'-2"
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
48"
4'-11"
8"
9 R @ 6 5/8"
UP
8"
5'-7"
38
4'-11"
JT
37
48"
58
9'-0"
3'-2" 7'-4" 2'-10" 8 TREADERS @ 11", 9 RISERS @ 6 5/8"
39
56
8"1'-1"8"
36
59
8"
12"
23"
10'-4"
17'-4"
40
39
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
35
37
7'-4"
41
38
6'-2"
34
1B
9 R @ 6 5/8"
42
55
10'-10 1/8"
10 1/2"
1'-0"
6
33
60
8"
16'-11 1/2"
18 R @ 6 5/8"
9 R @ 6 5/8"
43
54
3'-3 5/8" 8"
8'-1 5/8"
3'-0" 10 4" 1/2"
8'-10"
1'-11"
32
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
44
7'-4"
31
6'-2"
45
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
30
15'-2"
46
7'-4"
UP
9 R @ 6 5/8"
9 R @ 6 5/8"
47
61
57
6'-7 5/8"
6'-2"
3'-0" 3" 8 5/8"
8 5/8"
3'-0" 4" 15'-1"
DN
53
1B
F.E.E 91.00
8 5/8"
4'-11"
7'-4"
3
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
6'-2"
10 1/2"
18
62
F.E.E 96.00
10'-7"
7
52
JT
6'-11 7/8"
J1
10'-0 5/8"
18 R @ 6 5/8"
63
12"
L
51
JT
8'-8"
64
7
1'-6"4" 3'-0"
8"
50
8"
JT
1B
6'-2"
4'-11"
F.E.E 101.00
7
65
4'-6"
-
DN
49
4 3/4" 1'-6" 9 1/4"
10'-6"
65
1'-11"
1'-0"
UP
66
50"
8"
64
8"
50"
48
11'-6 1/8"
10"
63
5'-0"
50"
49
50"
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
62
JT
7'-4"
50
7'-4"
13'-7 7/8"
23"
61
3'-2" 7'-4" 2'-10" 8 TREADERS @ 11", 9 RISERS @ 6 5/8"
51
8"
18 R @ 6 5/8"
8"1'-1"8"
60
17'-4"
52
9'-0"
F.E.E 101.00
1'-9"
8 5/8"
F.E.E 96.00
4'-11"
1'-11"
4'-11"
56
59
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
55
53
7'-4"
57
58
6'-2"
54
54
1'-0"
58
57
9 R @ 6 5/8"
53
55
1'-0"
59
48"
56
9 R @ 6 5/8"
52
1B
F.E.E 96.00
10"
6'-2"
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
8 1/2"
3'-0" 4"9 1/4"
10 1/2"
18 R @ 6 5/8"
48"
8"
JT
6'-7 1/8"
JT
8'-10"
1'-11"
60
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
51
7'-4"
61
6'-2"
50
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
62
7'-4"
49
15'-1"
63
1'-0"
48
1'-11"
6
64
9 R @ 6 5/8"
15'-1"
UP
65
9 R @ 6 5/8"
1'-0"
DN
23"
JT
9 7/8"
8" 4 3/4"
J1
1B
6'-2"
3'-0" 84"5/8"
8 5/8" 7
3'-0" 4"
F.E.E 101.00
8 5/8"
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
6'-2" 4'-11"
7'-4"
3
18
12"
F.E.E 106.00
17'-9 5/8"
10'-7"
18 R @ 6 5/8"
9 R @ 6 5/8"
DN
F.E.E 111.00
8"
7
I1 10 1/2"
12"
18'-5 5/8"
M 10'-0 3/8"
15
6'-2"
3'-0" 10 4" 1/2"
9 R @ 6 5/8"
5'-6"
23"
10 1/2"
9'-0"
12"
8 5/8"
L
18 R @ 6 5/8"
7
JT
8'-8"
6'-2"
F.E.E 106.00
8'-9 5/8" 8"
1'-0"
57
JT
9'-2"
58
50"
56
9 R @ 6 5/8"
10"
59
8"
12" 7
55
3'-11 3/4"
JT
JT
JT
JT
60
10'-10 1/8"
8"
1B
54
8"
50"
F.E.E 111.00
9'-11"
4'-11"
4'-11"
1'-11"
DN
65
61
6'-11 7/8"
7
64
53
JT
5'-9 3/4"
48
7
62
9 1/4"
8"
8"
63
11'-6 1/8"
3'-11 3/4"
49
52
4'-6"
3'-0" 1'-8 1/2" 3'-10"
62
63
4 3/4" 1'-6"
5'-9 3/4"
50
51
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
61
64
7'-4"
51
50
4'-11"
60
65
1'-11"
52
49
9 R @ 6 5/8"
59
DN
66
9 R @ 6 5/8"
53
7'-4"
58
7
54
3'-0"
57
7'-4"
55
F.E.E 111.00
5'-7"
8 5/8"
6
56
JT
9 R @ 6 5/8"
F.E.E 106.00
13'-7 7/8"
12"
48"
4'-11"
56"
8"
9 R @ 6 5/8"
1'-11"
56
1'-0"
55
57
9'-0"
8 TREADERS @ 11", 9 RISERS @ 6 5/8"7
54
8"
4'-11"
58
48"
6'-2"
53
10"
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
59
F.E.E 106.00
48"
6'-2"
52
1B
1'-0"
60
18 R @ 6 5/8"
9 R @ 6 5/8"
51
15'-2"
61
7'-4"
50
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
49
7'-4"
63
10 1/2"
7'-5 5/8"
18 R @ 6 5/8"
6'-2"
48
9 R @ 6 5/8"
15'-1"
64
62
9 R @ 6 5/8"
1'-0"
65
8'-10" 1B
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
3'-0" 3" 8 5/8" 6'-2"
8 5/8"
18
7
3'-0" 4"
18 R @ 6 5/8"
DN
10'-7"
10 1/2"
F.E.E 111.00
8 5/8"
4'-11"
7'-4"
3
8 TREADERS @ 11", 9 RISERS @ 6 5/8"
6'-2"
10'-0 3/8"
8"
J1 9 1/4" 8" 4 3/4"
I1
3'-0" 1'-8 1/2" 3'-10"
M
9 R @ 6 5/8"
L
CHARLES COMPANY
3'-0" 4"8"
6'-2" 11'-11" 6'-2" 13 TREADERS @ 11", 14 RISERS @ 6 7/8"
SHEET NUMBER:
A‐7.0
19'-8" 1
8'-6"
A-9.1
8"
9'-2"
8"
8'-6"
Roof 48'-0"
Roof 48'-0"
Roof 48'-0"
10'-0"
8'-11 3/8"
10'-0"
9'-2"
FOURTH FLOOR 38'-0"
FOURTH FLOOR 38'-0"
10'-0"
10'-0"
FOURTH FLOOR 38'-0"
THIRD FLOOR 28'-0"
THIRD FLOOR 28'-0"
10'-0"
36'-6"
55'-0"
55'-0"
10'-0"
45'-5 3/8"
THIRD FLOOR 28'-0"
2 A-9.2
SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
‐ ‐ ‐ ‐ ‐
10'-0"
10'-0"
SECOND FLOOR 18'-0"
FIRST FLOOR 8'-0"
FIRST FLOOR 8'-0"
8'-0"
8'-0"
FIRST FLOOR 8'-0"
2'-0"
GROUND FLOOR 0"
GROUND FLOOR 0"
-
7'-0"
7'-0"
GROUND FLOOR 0"
T.O. Footing -7'-0"
T.O. Footing -7'-0"
T.O. Footing -7'-0"
2 A-9.2
Roof 48'-0"
Roof 48'-0"
Roof 48'-0" Date
Roof 48'-0"
6'-2"
5'-4"
8"
18'-6"
STAIR 2 166 SF
8"
Revision Description
8'-2 3/4"
10'-0"
4'-0 1/4"
11'-4 3/4" 10'-0"
10 1/2"
18'-6"
3'-0"
1'-0"
3'-0"
8'-11 3/8"
10'-0"
18'-5"
FOURTH FLOOR 38'-0"
FOURTH FLOOR 38'-0"
FOURTH FLOOR 38'-0"
Date
1'-11"
THIRD FLOOR 28'-0"
10'-0"
10'-0"
THIRD FLOOR 28'-0"
44'-11 3/8"
THIRD FLOOR 28'-0"
30'-0"
10'-0"
THIRD FLOOR 28'-0"
38'-11 3/8"
3'-0"
1'-11"
06/26/17
10'-0"
10'-0"
10'-0"
No
FOURTH FLOOR 38'-0"
1'-11"
10'-0"
10'-0"
3'-0"
SECOND FLOOR 18'-0"
1'-11"
FIRST FLOOR 8'-0"
PROJECT NAME:
3'-0"
3'-1 1/4"
1'-11"
FIRST FLOOR 8'-0"
FIRST FLOOR 8'-0"
01
SECOND FLOOR 18'-0"
No
SECOND FLOOR 18'-0"
10'-0"
SECOND FLOOR 18'-0"
55'-0"
55'-0"
1'-11"
5th & Harbor
FIRST FLOOR 8'-0"
2'-0" PROJECT ADDRESS:
8'-0"
2'-0"
3'-0"
GROUND FLOOR 0"
SHEET TITLE:
7'-0"
GROUND FLOOR 0"
STAIRS & ELEVATOR SECTIONS
7'-0"
GROUND FLOOR 0" 8'-2"
7'-0"
GROUND FLOOR 0"
421 N HARBOR BLVD. SANTA ANA CA 92703
74.10
6"
74.67
6'-0"
8'-0"
6'-4"
8'-0"
1'-11"
T.O. Footing -7'-0"
1'-0"
1/4" = 1'-0" T.O. Footing -7'-0"
T.O. Footing -7'-0"
T.O. Footing -7'-0"
T.O. Footing -7'-0"
OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐7.1
B1
A
B
Roof 48'-0"
FOURTH FLOOR 38'-0"
Roof 48'-0"
FOURTH FLOOR 38'-0"
Roof 48'-0"
FOURTH FLOOR 38'-0"
Roof 48'-0"
FOURTH FLOOR 38'-0"
Roof 48'-0"
Roof 48'-0"
FOURTH FLOOR 38'-0"
FOURTH FLOOR 38'-0"
Roof 48'-0"
FOURTH FLOOR 38'-0"
‐ ‐ ‐ ‐ ‐
FOURTH FLOOR 38'-0"
Roof 48'-0"
THIRD FLOOR 28'-0"
THIRD FLOOR 28'-0"
THIRD FLOOR 28'-0"
THIRD FLOOR 28'-0"
THIRD FLOOR 28'-0"
THIRD FLOOR 28'-0"
THIRD FLOOR 28'-0"
-
THIRD FLOOR 28'-0"
SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
GROUND FLOOR 0"
GROUND FLOOR 0"
FIRST FLOOR 8'-0"
GROUND FLOOR 0"
FIRST FLOOR 8'-0"
GROUND FLOOR 0"
FIRST FLOOR 8'-0"
FIRST FLOOR 8'-0"
GROUND FLOOR 0"
GROUND FLOOR 0"
FIRST FLOOR 8'-0"
06/28/17
FIRST FLOOR 8'-0"
GROUND FLOOR 0"
No
GROUND FLOOR 0"
FIRST FLOOR 8'-0"
01
FIRST FLOOR 8'-0"
Date
No
Revision Description
Date
SECOND FLOOR 18'-0"
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703 T.O. Basement Slab -6'-0"
T.O. Basement Slab -6'-0"
T.O. Basement Slab -6'-0"
T.O. Basement Slab -6'-0"
T.O. Basement Slab -6'-0"
T.O. Basement Slab -6'-0"
T.O. Footing -7'-0"
T.O. Footing -7'-0"
T.O. Footing -7'-0"
T.O. Footing -7'-0"
T.O. Footing -7'-0"
T.O. Footing -7'-0"
B.O. Footing -10'-0"
B.O. Footing -10'-0"
B.O. Footing -10'-0"
B.O. Footing -10'-0"
B.O. Footing -10'-0"
B.O. Footing -10'-0"
SHEET TITLE:
WALL SECTIONS & DETAILS 1/2" = 1'-0" OWNER:
CHARLES COMPANY
SHEET NUMBER:
1
WALL SECTION D 1/2" = 1'-0"
A‐9.0
M
Roof 48'-0"
Roof 48'-0"
I
Roof 48'-0"
FOURTH FLOOR 38'-0"
Roof 48'-0"
Roof 48'-0"
FOURTH FLOOR 38'-0"
FOURTH FLOOR 38'-0"
FOURTH FLOOR 38'-0"
FOURTH FLOOR 38'-0"
‐ ‐ ‐ ‐ ‐
FOURTH FLOOR 38'-0"
Roof 48'-0"
THIRD FLOOR 28'-0"
THIRD FLOOR 28'-0"
SECOND FLOOR 18'-0"
THIRD FLOOR 28'-0"
SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
GROUND FLOOR 0"
GROUND FLOOR 0"
FIRST FLOOR 8'-0"
06/29/17
FIRST FLOOR 8'-0"
GROUND FLOOR 0"
No
GROUND FLOOR 0"
FIRST FLOOR 8'-0"
01
FIRST FLOOR 8'-0"
Date
No
Revision Description
SECOND FLOOR 18'-0"
THIRD FLOOR 28'-0"
-
THIRD FLOOR 28'-0"
Date
THIRD FLOOR 28'-0"
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
B.O. Footing -10'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
B.O. Footing -10'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
B.O. Footing -10'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
B.O. Footing -10'-0"
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
WALL SECTIONS & DETAILS 1/2" = 1'-0" OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐9.1
2
Roof 48'-0"
Roof 48'-0" Roof 48'-0"
SECOND FLOOR 18'-0" FIRST FLOOR 8'-0"
SECOND FLOOR 18'-0"
FIRST FLOOR 8'-0"
FOURTH FLOOR 38'-0"
FOURTH FLOOR 38'-0" FOURTH FLOOR 38'-0"
GROUND FLOOR 0"
Roof 48'-0"
FOURTH FLOOR 38'-0"
GROUND FLOOR 0" FIRST FLOOR 8'-0"
‐ ‐ ‐ ‐ ‐
FIRST FLOOR 8'-0"
THIRD FLOOR 28'-0"
THIRD FLOOR 28'-0" THIRD FLOOR 28'-0" GROUND FLOOR 0"
-
GROUND FLOOR 0"
THIRD FLOOR 28'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0" SECOND FLOOR 18'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
SECOND FLOOR 18'-0" SECOND FLOOR 18'-0" B.O. Footing -10'-0"
Revision Description
Date
B.O. Footing -10'-0"
SECOND FLOOR 18'-0"
FIRST FLOOR 8'-0"
FIRST FLOOR 8'-0"
No
GROUND FLOOR 0"
06/29/17
GROUND FLOOR 0"
01
T.O. Footing -7'-0"
Date
T.O. Footing -7'-0"
T.O. Basement Slab -6'-0"
No
T.O. Basement Slab -6'-0"
PROJECT NAME:
5th & Harbor T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
SHEET TITLE:
WALL SECTIONS & DETAILS 1/2" = 1'-0" OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐9.2
I1
Roof 48'-0"
Roof 48'-0"
Roof 48'-0" SECOND FLOOR 18'-0"
SECOND FLOOR 18'-0"
FOURTH FLOOR 38'-0"
FOURTH FLOOR 38'-0"
FOURTH FLOOR 38'-0"
THIRD FLOOR 28'-0"
FOURTH FLOOR 38'-0"
THIRD FLOOR 28'-0"
FIRST FLOOR 8'-0"
‐ ‐ ‐ ‐ ‐
FIRST FLOOR 8'-0"
Roof 48'-0"
SECOND FLOOR 18'-0"
THIRD FLOOR 28'-0"
GROUND FLOOR 0" FIRST FLOOR 8'-0"
FIRST FLOOR 8'-0"
-
THIRD FLOOR 28'-0"
GROUND FLOOR 0"
SECOND FLOOR 18'-0"
GROUND FLOOR 0" T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
GROUND FLOOR 0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0" T.O. Basement Slab T.O. Basement Slab -6'-0" -6'-0" T.O. Footing T.O. Footing -7'-0" -7'-0"
SECOND FLOOR 18'-0"
B.O. Footing -10'-0"
GROUND FLOOR 0"
01
GROUND FLOOR 0"
FIRST FLOOR 8'-0"
No
FIRST FLOOR 8'-0"
06/29/17
Date
No
Revision Description
Date
SECOND FLOOR 18'-0"
B.O. Footing -10'-0"
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703 T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
T.O. Basement Slab -6'-0" T.O. Footing -7'-0"
SHEET TITLE:
WALL SECTIONS & DETAILS As indicated OWNER:
CHARLES COMPANY
SHEET NUMBER:
A‐9.3
CONCRETE, NON COMBUSTABLE
INTERIOR UNCONDITIONAL SPACE
MIN. 4"
1/2" THICK PLYWOOD SHEATINGRE
(2) LAYER 5/8" G.W.B
PER STRUCTURE
5/8" EXTERIOR CEMENT PLASTER
2X6 WOOD STUDS @ 16" O.C.
1 LAYER 5/8" G.W.B
(2) LAYER 5/8" G.W.B
2X4 WOOD STUDS @ 16" O.C. 1 LAYER 5/8" G.W.B
2X6 STUDS AT 16" O.C.
4 3/4"
1 LAYER 5/8" TYPE X 1 LAYER 5/8" TYPE X 1-1/2"" FOAMED PLASTIC INSULATION BOARDS OR 1-1/2" (R-9.75) POLYISTYRENE BOARD INSULATION
EXTERIOR WALL WITH CEMENT PLASTER BOARD
INTERIOR UNITS
16"
TYPICAL CONCRETE WALL, TYP.7
16"
1-1/2" THICK, FOAMED PLASTIC INSULATION BOARDS
STAIR CASE
1 LAYER 5/8" TYPE X 2X6 WOOD STUDS @ 16" O.C.
1 LAYER 5/8" TYPE X
GYPSUM BOARD - TWO LAYERS OF 5/8 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY WOOD STUDS - 2 IN. X 6 IN. WOOD STUDS SPACED MAX. 16 IN. OC BATTS AND BLANKETS - 2 IN. THICK MINERAL WOOL INSULATION GYPSUM BOARD - TWO LAYERS OF 5/8 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY
8 1/4"
MIN. 3-1/2" BATT INSULATION 1/2" THICK PLYWOOD SHEATINGRE / SILIENT CHANNEL 5/8" THICK G.Y.B PLASTER
GYPSUM BOARD - 5/8 IN. THICK BOARD APPLIED HORIZONTALLY OR VERTICALLY WOOD STUDS -2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. OC GYPSUM BOARD -5/8 IN. THICK BOARD APPLIED HORIZONTALLY OR VERTICALLY
4 A-10.2
EXTERIOR
2-HOUR RATED WOOD STUD WALL
3" = 1'-0"
1 A-10.2
TYP. CORRIDOR INCLOSURE WALLS (LB) USG UL U308 / U334 (SOUNDPROOFING)
STC 58
1-HOUR RATED INTERIOR WALL
3" = 1'-0"
TYP. INTERIOR UNIT WALLS (LB&NLB) USG UL U305
STC 33-37
CONCRETE WALL, TYP.9
(2) LAYER 5/8" G.W.B
FIRESTOP AT 10'-0" O.C OR AS REQUIRED BY CODE 2X4 WOOD STUDS @ 16" O.C.
SOIL UNDER GROUD LEVEL OR BETWEEN GROUND LEVEL AND FIRST LEVEL
2X6 WOOD STUDS @ 16" O.C. FIBERGLASS SOUND BATT
3-1/2" GLASS FIBER INSULATION (2) LAYER 5/8" G.W.B
1 LAYER 5/8" G.W.B
8"
7 A-10.2
STC N/A
3" = 1'-0"
TYP. CONCRETE WALL BELOW GROUND 2016 CBC IBC TABLE 720.1(2) ITEM #4-1.1
24" O.C. 16"
5"
16"
PLUMBING PIPE, MAY BE PVC IF APPROVED BY BUILDING OFFICIAL. SOUND UNSULATE ALL PVC PIPING. CENTER ALL PIPES IN WALL CAVITY. DO NOT ATTACH DRAIN PIPE LINES TO STUDS.
SHEATING SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE
ALUMINIUM PANEL
RING SHAK NAILS MUST PENETRATE SOLID WOOD 1-1/4"
2X6 STUDS AT 16" O.C.
2X6 STUDS AT 16" O.C., SEE STRUCTURAL DRAWINGS
EXPANSION GAP 1/8" 1 LAYER 5/8" TYPE X
1" THICK, FOAMED PLASTIC INSULATION BOARDS / PLYWOOD SHEATING
5
EXTERIOR
INTERIOR UNITS
A-10.2
INTERIOR UNITS
EXTERIOR WALL WITH METAL PANEL
2 A-10.2
TYP. SHAFT ADJACENT TO UNIT (LB) USG UL U340
STC 50-54
1-HOUR RATED INTERIOR WALL
3" = 1'-0"
TYP. UNITS CORRIDOR WALLS (LB&NLB) USG-U379-1H
STC 33-37
2 LAYER 5/8" G.W.B
1 LAYER 5/8" G.W.B
1" THICK, FOAMED PLASTIC INSULATION BOARDS 5/8". THICK PLYWOOD SIDING
2X4 STUDS AT 16" O.C
2X4 STUDS AT 16" O.C
1" SEPERATION BETWEEN 2X4 STUDS SHAEAR WALL WHERE OCCURS, PER STRUCT 2" THICK MIN. SOUND BATT INSULATION BOTH SIDE OR 3" MIN. SOUND BATT INSULATION ON ONE SIDE ONLY
1" SEPERATION BETWEEN 2X4 STUDS SHAEAR WALL WHERE OCCURS, PER STRUCT 2" THICK MIN. SOUND BATT INSULATION BOTH SIDE OR 3" MIN. SOUND BATT INSULATION ON ONE SIDE ONLY
1/2" THICK PLYWOOD SHEATING MENTAL PANEL
GYPSUM BOARD - 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY BATTS AND BLANKETS* - MIN. 3-1/2 IN. THICK MINERAL WOOL BATTS, PLACED TO FILL INTERIOR OF WALL, ATTACHED TO THE 4 IN. FACE OF THE STUDS WITH STAPLES PLACED 24 IN. OC. OR GLASS FIBER INSULATION — (AS AN ALTERNATE TO ITEM 4) — 3 IN. THICK GLASS FIBER BATTS BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING AND/OR FIRE RESISTANCE, FRICTION-FITTED TO FILL THE INTERIOR OF THE WALL. WOOD STUDS - NOM 2 BY 4 IN. SPACED 16 OR 24 IN. OC. EFFECTIVELY CROSS BRACED. FURRING CHANNEL - RESILIENT, 25 MSG GALV STEEL. FURRING CHANNELS SPACED VERTICALLY 24 IN. OC, FLANGE PORTION SCREW ATTACHED TO ONE SIDE OF STUDS WITH 11/4 IN. LONG DIAMOND SHAPED POINT, DOUBLE LEAD PHILLIPS HEAD STEEL SCREWS. GYPSUM BOARD* - 5/8 IN. THICK, 4 FT WIDE APPLIED VERTICALLY. SCREW ATTACHED ONE SIDE TO FURRING CHANNELS WITH 1 IN. LONG, SELF-DRILLING, SELF-TAPPING TYPE S OR S12 STEEL SCREWS SPACED 8 IN. OC, VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS. WALLBOARD ATTACHED ON OTHER SIDE DIRECTLY TO STUDS WITH 1-1/4 IN. LONG DIAMOND SHAPED POINT, DOUBLE LEAD PHILLIPS HEAD STEEL SCREWS SPACED 12 IN. OC, VERTICAL JOINTS LOCATED OVER STUDS.
1" AIR GAP
8"
7 3/4"
2X6 WOOD STUDS @ 16" O.C.
5-1/2" GLASS FIBER INSULATION
16"
EXTERIOR
9 1/4"
INTERIOR UNITS
16" EXTERIOR
3" = 1'-0"
1 LAYER 5/8" TYPE X 2X6 WOOD STUDS @ 16" O.C.
5/8" THICK G.Y.B PLASTER 1" METAL FURRING MIN. 3-1/2" BATT INSULATION INTERIOR UNITS
2-HOUR RATED WOOD STUD CHASE WALL
GYPSUM BOARD - 5/8 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY WOOD STUDS - 2 IN. X 6 IN. WOOD STUDS SPACED MAX. 16 IN. OC NON-LOAD-BEARING WALL PARTITION INTERSECTION - MIN. NOMINAL 2 IN. X 4 IN. STUDS NAILED TOGETHER AND FASTENED TO ONE SIDE OF THE MIN. 2 IN. X 6 IN. STUD GYPSUM BOARD - 5/8 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY
1" AIR GAP
EXTERIOR
1 LAYER 5/8" TYPE X
10 1/2"
SEAL
GYPSUM BOARD - 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY WOOD STUDS - 2 IN. X 4 IN. WOOD STUDS ALTERNATING ON OPPOSITE SIDES OF NOM. 2 IN. X 6 IN. WOOD PLATES, SPACED AT 24 IN. OC MAX. STAGGERED 12 IN. OC ON OPPOSITE SIDE BATTS AND BLANKETS (OPTIONAL) - MAX. 3-1/2 IN. THICK FIBERGLASS OR MINERAL WOOL INSULATION STAPLED TO STUDS GYPSUM BOARD - 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY
5-1/2" GLASS FIBER BATT INSULATION
24" O.C.
01
TYP. EXTERIOR WALLS WITH G.Y.B PLASTER (LB) USG UL U356 / U305
2-HOUR RATED CONCRETE WALL
07/07/17
3" = 1'-0"
Date
A-10.2
1-HOUR RATED WOOD STUD WALL
Revision Description
FURRING CHANNEL - RESILIENT, 25 MSG GALV STEEL. FURRING CHANNELS SPACED VERTICALLY 24 IN. OC, FLANGE PORTION SCREW ATTACHED TO ONE SIDE OF STUDS WITH 1-1/4 IN. LONG DIAMOND SHAPED POINT, DOUBLE LEAD PHILLIPS HEAD STEEL SCREWS. GYPSUM BOARD* - 5/8 IN. THICK, 4 FT WIDE APPLIED VERTICALLY. SCREW ATTACHED ONE SIDE TO FURRING CHANNELS WITH 1 IN. LONG, SELF-DRILLING, SELF-TAPPING TYPE S OR S-12 STEEL SCREWS SPACED 8 IN. OC, VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS. WALLBOARD ATTACHED ON OTHER SIDE DIRECTLY TO STUDS WITH 1-1/4 IN. LONG DIAMOND SHAPED POINT, DOUBLE LEAD PHILLIPS HEAD STEEL SCREWS SPACED 12 IN. OC, VERTICAL JOINTS LOCATED OVER STUDS.
1 LAYER 5/8" G.W.B 2X4 WOOD STUDS HOREZONTAL
-
WATER PROOFING PANEL & DRAINAGE COMPOSITE
No
GYPSUM BOARD - 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY BATTS AND BLANKETS* - MIN. 3-1/2 IN. THICK MINERAL WOOL BATTS, PLACED TO FILL INTERIOR OF WALL, ATTACHED TO THE 4 IN. FACE OF THE STUDS WITH STAPLES PLACED 24 IN. OC. OR GLASS FIBER INSULATION — (AS AN ALTERNATE TO ITEM 4) — 3 IN. THICK GLASS FIBER BATTS BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING AND/OR FIRE RESISTANCE, FRICTION-FITTED TO FILL THE INTERIOR OF THE WALL. WOOD STUDS - NOM 2 BY 4 IN. SPACED 16 OR 24 IN. OC. EFFECTIVELY CROSS BRACED.
9
‐ ‐ ‐ ‐ ‐
7 1/4"
EXTERIOR
Date
INTERIOR UNITS
16"
6 3/4"
EXTERIOR
16"
No
5-1/2" BATT INSULATION
8"
EXTERIOR
PROJECT NAME:
5th & Harbor
GYPSUM BOARD - 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY WOOD STUDS - 2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. OC BATTS AND BLANKETS - MIN. 3-1/2 IN. THICK MINERAL WOOL INSULATION
PROJECT ADDRESS:
16"
FOAMED PLASTIC - 1 IN. THICK, FOAMED PLASTIC INSULATION BOARDS, APPLIED AS THE TOP LAYER IN ADDITION TO THE SPECIFIED MIN. THICKNESS OF ANY ROOFING SYSTEM PLYWOOD SHEATHING (SIDING) - MIN. 1/2 IN. THICK PLYWOOD APPLIED VERTICALLY WITH VERTICAL JOINTS LOCATED OVER STUDS. FASTENED TO STUDS WITH 10D GALVANIZED NAILS 6 IN. OC AT EDGES AND 12 IN. OC IN THE FIELD
16"
16"
421 N HARBOR BLVD. SANTA ANA CA 92703
GYPSUM BOARD - ONELAYERS OF 5/8 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY WOOD STUDS - 2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. OC AIR CAVITY - AIR SPACE WOOD STUDS - 2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. OC BATTS AND BLANKETS - MIN. 3-1/2 IN. THICK MINERAL WOOL INSULATION GYPSUM BOARD - TWO LAYERS OF 5/8 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY
GYPSUM BOARD - 2 LAYES ONELAYERS OF 5/8 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY WOOD STUDS - 2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. OC AIR CAVITY - AIR SPACE WOOD STUDS - 2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. OC BATTS AND BLANKETS - MIN. 3-1/2 IN. THICK MINERAL WOOL INSULATION GYPSUM BOARD - TWO LAYERS OF 5/8 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY
(INTERIOR SURFACE TREATMENT AS REQUIRED PER IBC 2012 TABLE 721.1 (2) ITEM 12 OR 14)
16"
SHEET TITLE:
TYPICAL WALL TYPES 3" = 1'-0" OWNER:
CHARLES COMPANY
7 A-10.2
1-HOUR RATED WOOD STUD WALL TYP. EXTERIOR WALLS WITH G.Y.B PLASTER (LB) USG UL U356 / U305
3" = 1'-0"
8 A-10.2
STC N/A
1-HOUR RATED WOOD STUD WALL TYP. EXTERIOR WALLS WITH PLYWOOD SIDING (LB) USG UL U330
3" = 1'-0"
6 A-10.2
STC N/A
2-HOUR RATED INTERIOR WALL STAIRCASE ENCLOSURE ADJACENT TO UNITS WALL (LB) USG UL U336 / BSA 1025-83-SM / GA ASW 1000
3" = 1'-0"
3 A-10.2
STC 45-49
1-HOUR RATED INTERIOR WALL TYP. UNITS PARTITION WALL (LB) GA FILE NO. WP 5512/USG GA WP-3820
3" = 1'-0" SHEET NUMBER:
STC 45-49
A‐10.0
1/4" MIN. BUILD-UP ROOFING, SLOPE TO DRAIN 1" RIGID FORM INSULATION 3/8" SOUND MAT 5/8" PLYWOOD SHEATING 2X10 FLOOR/CEILING FRAMING MIN. 3-1/2" BATT INSULATION
MIN. 2-1/2" CONCRETE SLAB, SEE STRUCTURE 1-1/2"" FOAMED PLASTIC INSULATION BOARDS OR 1-1/2" (R-9.75) POLYISTYRENE BOARD INSULATION 1 LAYER 5/8" GYB
8 1/8"
1' - 0 5/8"
PARKING
1/2" RC-1RESILIENT CHANNEL @ 16" O.C. 1 LAYER OF 5/8" TYPE X
PARKING
A-10.2
1-HOUR RATED ROOF TYP. GROUND CONCRETE SLAB UL L569 or GA-FC-5112
3" = 1'-0"
1 A-10.2
IIC 55/STC 60
18-1.3, CBC TABLE 7-B
2-HOUR RATED CONCRETE SLAB
3" = 1'-0"
TYP. PARKING STRUCTURES THICKNESS BASED ON STRUCTURE &2016 CBC IBC TABLE 720.1(2) ITEM #4-1.1
USG UL J504
-
4
‐ ‐ ‐ ‐ ‐
FLOOR COVERING - CERAMIC TILE FLOOR UNDERLAYMENT - 1 IN. (25 MM) THICK, COMPRESSIVE STRENGTH 2500 PSI SOUND MAT - 3/8 IN. (9 MM) THICK SUBFLOOR - 15/32 IN. (12 MM) THICK PLYWOOD UNDERLAYMENT STRUCTURAL MEMBERS - NOM. 2 IN. (51 MM) BY 10 IN. (254 MM) 16 IN. (406 MM) OC BATTS AND BLANKETS - 3-1/2 IN. (89 MM) THICK FIBERGLASS INSULATION CEILING SUPPORT - RESILIENT CHANNELS SPACED 16 IN. (406 MM) OC FINISHED CEILING - 5/8 IN. (16 MM) THICK GYPSUM BOARD
1 LAYER 5/8" GYB
MIN. 2-1/2" CONCRETE SLAB, SEE STRUCTURE 15 MIL VAPOR BARRIER 6" FREE DRAINING CAPILLARY BREAK PER GEOTECH REPORT
1'-0"
Ground
Date
ROOF CEILING ASSEMBLY:
A-10.2
IIC 55/STC 60
Revision Description
2-HOUR RATED CONCRETE SLAB
3" = 1'-0"
TYP. GROUND CONCRETE SLAB USG UL J504 2016 CBC IBC TABLE 720.1(2) ITEM #4-1.1
07/07/17
2
Date
1/2" OR 5/8" THICK FINISHED SURFACE 1" THICK CONCRETE TOPPING 3/4" THICK PLYWOOD SHEATING (WITH 3/8" SOUND MAT OPTIONAL) 2X10 FLOOR/CEILING FRAMING MIN. 3-1/2" BATT INSULATION
01
TYP. GROUND CONCRETE SLAB UL P531
3" = 1'-0"
No
A-10.2
1-HOUR RATED ROOF (TRUSS)
1' - 0 5/8"
5
Earth
No
• ROOF SYSTEM OVER 15/32" PLYWOOD SHEATING; • GLASS FIBER INSULATION BATTS AND BLACKETS OR LOOSE FILL MATERIALS; • PITCH OR PARALLEL CHORD WOOD TRUSS @ 24" O.C. MAX.; • USG DGL DRYWALL SUSPENSION SYSTEM; • 5/8" SHEETROCK BRAND FIRECOD C CORE GYPSUM PANELS.
PROJECT NAME:
5th & Harbor PROJECT ADDRESS:
421 N HARBOR BLVD. SANTA ANA CA 92703
1/2" RC-1RESILIENT CHANNEL @ 16" O.C. 1 LAYER OF 5/8" TYPE X
FLOOR COVERING - ENGINEERED HARDWOOD FLOOR UNDERLAYMENT - 1 IN. (25 MM) THICK, COMPRESSIVE STRENGTH 2500 PSI SOUND MAT - 3/8 IN. (9 MM) THICK SUBFLOOR - 15/32 IN. (12 MM) THICK PLYWOOD UNDERLAYMENT STRUCTURAL MEMBERS - NOM. 2 IN. (51 MM) BY 10 IN. (254 MM) 16 IN. (406 MM) OC BATTS AND BLANKETS - 3-1/2 IN. (89 MM) THICK FIBERGLASS INSULATION CEILING SUPPORT - RESILIENT CHANNELS SPACED 16 IN. (406 MM) O.C. FINISHED CEILING - 5/8 IN. (16 MM) THICK GYPSUM BOARD 3 A-10.2
1-HOUR RATED FLOOR TYP. GROUND CONCRETE SLAB UL L569 or GA-FC-5112 18-1.3, CBC TABLE 7-B
SHEET TITLE:
TYPICAL FLOOR & CEILING 3" = 1'-0" OWNER:
CHARLES COMPANY
3" = 1'-0" SHEET NUMBER:
IIC 55/STC 60
A‐10.1
7' - 6"
7' - 6" 5' - 0"
5' - 0"
3' - 0" 1' - 8" 6" 1' - 2"
3' - 0" 1' - 8"
10" 6"
3' - 0"
1' - 6" 6 3/4" 1' - 6"
3' - 0"
6" 10"
1' - 2" 6"
5' - 0"
TA-2
3 2
A-8.3
7' - 0"
7' - 0"
5' - 0"
GB-1
4
-
1
-
-
GB-2
GB-3
-
TA-1
3' - 0"
4' - 2"
6 3/4"
‐ ‐ ‐ ‐ ‐
3' - 6"
4' - 2"
3' - 0"
6 3/4"
4" 6 3/4"
P1
-
W1
TA-2
TA-2
GB-1
TA-1
TA-1
GB-2
Revision Description
Date
GB-1
GB-2
P2
.
Date
No
P2
P1
W1
W1
.
W1
01
W1
P1
No
4"
2' - 0"
2' - 0"
P2
PROJECT NAME:
Project Name PROJECT ADDRESS:
RESTROOM SCHEDULE Type Mark GB-1 GB-2 GB-3 TA-1 TA-2
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
Enter address here
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 TITLE:
RESTROOM PLANS & ELEVATIONS 1" = 1'-0" OWNER:
Owner
SHEET NUMBER:
A‐8.3
CONCRETE WALL PER STRUCTURAL VOLTEX DS WP PANEL SYSTEM
DRAIN GATE PER GEOTECHCONNECT TO PVC DRAIN
DRAINAGE COMPOSITE BOARD TERMINATE @ T.O. FOOTING
PLACE WATERSTOP INSIDE OF OUTERMOST REINFORCEMENT ROW
SOIL
EXPANDABLE BENTONITE WATERSTOP - MIN 3" COVERAGE
EXPANDABLE BENTONITE WATERSTOP
MIN. 3"
MIN. 3"
15ML VAPOR BARRIER UNDER S.O.G. (TYP)
EXPANSION JOINT MATERIAL (TYP) CONCRETE S.O.G. PER STRUC.
VOLTEX DS AQUADRAIN 15X COMPOSITE PVC DRAIN PIPE 8'-0" O.C. CONNECT TO STORM DRAIN SYSTEM
VOLTEX DS MIN 4" OVERLAP
EXPANDABLE BENTONITE WATERSTOP CONNECTED IN ALL COLD POUR JOINTS
CONCRETE CIP FOOTING PER STRUCTURAL PLANS
‐ ‐ ‐ ‐ ‐
CAST IN PLACE CONCRETE
CONCRETE WALL
LINK-SEAL MODULAR SEAL / EPDM SEAL ELEMENT
WATERSTOP
SEALANT (TYP)
BENTONITE SHEET MEMBRANE - EXTEND UNDER SOG 2'-0" MIN.
PROTECTION BOARD @ DRAINAGE COMPOSITE
APPROVED SEALANT
WATERPROOFING MEMBRANE
-
NOTE: 1. INSTALL SEALANT, TOOL SEALANT TO FORM A 1.5"X1.5", 45 DEGREE CANT. CURE OVERNIGHT 2. APPLY WATERPROOFING MEMBRANCE. TERMINATER AT CANT. 3. INSTALL FLASHING & CLAMPING RING TO A SPECIFIED HEIGHT (2" MIN.) & 4" PMYP CURED MEMBRANE 4. APPLY WATERPROOFING MEMBRANE OVER FLASHING. 5. INSTALL PROTECTION BOARD & DRAINAGE COMPOSITE.
SEALANT AND SEAM TAPE
1/8" CHANNEL SPACE TO DRAINS PAVER / PEDESTALS
FLASHING (TYP)
WATERSTOP (TYP)
VAPOR BARRIER
PROTECYION BOARD & DRAINAGE COMPOSITE
SEAM TAPE @ BACKFILLED WALLS PIPE PENETRATION THRU CONC. WALL
WATERPROOOFING MEMBRANCE
Revision Description
. . 01
TERMINATION OF SHEET FLASHING ON VERTICAL PENETRATION SHALL BE BELOW THE FINISH COURSE. APPLY SEALANT TO UPPER TERMINATION EDGE
No
TERMINATION OF SHEET FLASHING ON VERTICAL PENETRATION SHALL BE BELOW THE FINISH COURSE. APPLY SEALANT TO UPPER TERMINATION EDGE
Date
BENTONITE SHEET MEMBRANE
No
WATERPROOFING MEMBRANE SYSTEM
Date
CONCRETE P.T. SLAB PER STRUCTURAL
PROJECT NAME:
Project Name PROJECT ADDRESS:
Enter address here
SHEET TITLE:
DRAINAGE & FOOTING DETAILS 3" = 1'-0" OWNER:
Owner
SHEET NUMBER:
A‐10.1
BITES: 1. ALL SHEET METAL TO BE INSTALLED PER SMACNA GUIDENLINES. 2. GRANULES MUST BE EMBEDED WHEN USING TORCH APPLIED GRANULE SURFACED CAP SHEETS PRIOR TO COMPLETING SIDE LAPS, END LAPS AND BASE FLASHING LAPS. 3. ATTACH NAILER TO DECK WITH SUITABLE FASTENER.
NOTES: 1.VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12" OF CLEARANCE ON ALL SIDES FROM WALLS, CURBS AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. 2. TOP LAYER OF INSULATION CAN BE EITHER THERMAL INSULATION OR COVERBOARD INSULATION. SLIP SHEET MAY BE REQUIRED BELOW MEMBRANE WHEN OVERLAYING SOME INSULATIONS OR SUBSTRATES.
APPROVED LIQUID SEALER 2" COVERAGE AROUND PENETRATIONS
NON-SHRINK GROUT
FASTEN APPROX. 8" O.C
SHEET METAL COVER
MEMBRANE CAP
HIGH-DOMED, CAPPED GASTENERS WITH NEOPRENE GASKETS
VENT STACK
ROOFING PER SPEC ROOF STRUCTURE BELOW
MODIFIED BITUMEN CAP SHEET
6" MIN.
FLASHING MEMBRANE
MODIFIED BITUMEN GRANULE SURFACED CAP SHEET
4" SIDE LAP 4" MIN.
6" MIN.
BASE SHEET
ROOF DECK
ROOF DECK
ROOF DECK
ROOF MEMBRANE ASSEMBLY
PENETRATION POCKET
TOP OF FLANGE CAPPED OR ROLLED INTO PIPE APPROXIMATELY 1" MIN.
6" MIN FLANGE SET IN APPROVED FLASHING CEMENT OVER FIELD PLY. (PRIME FLANGE BEFORE STRIPPING)
PROTECTION BOARD OVER CAP SHEET 6"
1/8" MIN BLEEDOUT REQUIRED
MODIFIED BITUMEN CAP SHEET PROTECTION LAYER ADHEARED IN MULTI-PURPOSE MB FLASHING CEMENT OR HEAT WELDED
VERIFY PER PARAPET DETAILS
9" MIN.
6" MI N. EN DL AP
E OP L S
6".
ROOF DECK
6" MI N.
NOTES: 24 GA. GALV. METAL FLASHING FULLY SOLDER OR WELD ALL JOINTS AND INERSECTIONS NOT FOLDED. THIS DRAWING IS CONCEPTUAL AND ALL DIMENSIONS AND EXSTING CONDITIONS MUST BE VERIFIED IN THE FIELD.
90 D EG.
4"
6" MIN.
END LAP OPTION -EMBED GRANYLES AND HEAT WELD SIDE LAP OPTION -HEAT WELD
SBS CAP SHEET
BASE SHEET COMPOSITE DECKING OVER BLOCKING
6".
MULTI-PURPOSE FLASHING CEMENT PENETRATION
ROOF DECK
HEAT-WELD LAP SEALING REQUIREMENTS
LEAD OR COPPER PIPE FLASHING
MODIFIED BITUMEN CAP SHEET BASE SHEET
EQUIPMENT SUPPORT CURB
‐ ‐ ‐ ‐ ‐
VENT STACK FLASHING
MODIFIED BITUMEN CAP SHEET
SUBSTRATE
BASE SHEET
6" MIN.
4" ANY MODIFIED BITUMEN CAP SHEET 3" ANY MODIFIED BITUMEN BASE SHEET 4" MB BASE SHEET
MULTI-PURPOSE FLASHING CEMENT
MODIFIED BITUMEN CAP SHEET BASE SHEET
FULLT WELDED SEAMS
WIDTH REQUIREMENTS FOR SIDE LAPS
SHEET METAL PITCH PAN, SOLDERED/WELDED WATERTIGHT
PENETRATION
GASKET
MINIMUN FLANGE SET IN APPROVED FLASHING CEMENT OVER FIELD PLY. (PRIME FLANGE BEFORE STRPPING)) PENETRATION
SET BOLT IN SEALANT GASKET
SBS BASE SHEET
ROOF DECK
ROOF SHEATHING N. MI " 4
. EG D 90
° 90.00
G. DE 90
ROOF DECK
TYP. COMPOSITE DECKING
-
PENETRATION POCKET
P LA E D SI
TYPICAL SADDLE FLASHING
ROOF MEMBRANE ASSEMBLY ISOMETRIC
METAL COUNTER FLASHING
SL O
PE
BONDING ADHESIVE
LAP. VERT. FACES OF COPING & INSTALL OVERBED OF SEALANT
1. VERTICAL SUBSTRATE MUST BE CLEAN AND SUITABLE FOR FLASHING. 2. ALTERNATE FLASHING SUBSTRATE FROM MEETING ROOFING MFR'S FLASHING REQUIREMENTS. EXAMPLES OF ALTERNATE SUBSTRATES ARE 1/2" MINIMUM THICKNESS EXTERIOR GRADE PLYWOOD OR 22GA G-90 GALVANIZED STEEL. SECUREMENT MUST BE ACHIEVED WITH CORROSION RESISTANT FASTENERS AND BE SUFFICIENT TO RESIST 125 LBS OF PULLOUT PRESSURE PER SQUARE FOOT. 3. THE VERTICAL SUBSTRATE ABOVE THE SEAL MUST BE WATERPROOFED AND MAINTAINED BY THE PROPERTY OWNER IN ORDER TO ENSURE PERFORMANCE OF THE DETAIL
MODIFIED BITUMEN CAP SHEET
MODIFIED BITUMEN GRANULE SURFACED CAP SHEET BASE SHEET
6"
PARAPRT WITH NAILABLE SUBSTRATES MUST HAVE BASE SHEET ATTACHED: LAPS 9" O.C. TOPS 8" O.C. FIELD 1 PER 1 S.F.
ROOF DECK
STADING SEAM JOINT (TYP) LAP FINISH MATERIAL 2" MIN.
CAP SHEET
ROOFING PILES APPLIED TO ROOF DECK PER MANUF. REQUIREMENTS (TYP)
PROVIDE 4LB LEAD FLASHING PAN SET ON BASE PLY IN ROOF CEMENT. FULLY PRIME TOP SURFACE FOR COVERING PLIES PER ROOF MEMBRANE MFR'S REQUIREMENTS (TYP)
2 SEALANT BEADS ON ALL 3 SIDES (TYP)
ROOF TO WALL APPLICATION COPING FLASHING AT OUTSIDE CORNER
ROOF DRAN ISOMETRIC
.
TYP TERMINATION BAR
BASE PLY 4" SU MP AR EA
Date
SL OP E
APPROVED FASTENER @ 12" O.C. MAX. CONTINUOUSE BEAD OF WATERBLOCK
Revision Description
WATERSTOP
METAL COPING PER NOTE 29
WALL FRAMING
No
APROVED NEOPRENE WASHER FASTENERS SPACED 12" O.C.
3/4" STADING SEAM JOINT (TYP)
REINFORCING MEMBRANE PLY (TYP); EXTEND 4" BEYOND LEAD
TERMINATION BAR
Date
ROOF MEMBRANE SEE NOTES TERMINATION CAULK
NOTE: NO PENETRATION WILL BE ALLOWED IN TOP OF COPINGS.
CONTINUOUS BEAD OF SEALANT
10" MIN.
METAL TERMINATION BAR
BEND CORNERS OVER
NOTES: 1. ATTACH NAILER TO DECK WITH SUITABLE FASTERNER, 2 ALL SHEET METAL TO BE INSTALLED PER SMACNA GUIDELINES. 3 GRANULES MUST BE EMBEDDED WIEHN USING TORCH TO COMPLETING SIDE LAPS, END LAPS AND BASE FLASHING LAPS. FLASHING LAPS MUST BE OFFSET FROM FIELD SHEET LAPS A MIN. 12"
COMPOSITE WOOD DECKING PER PLAN
PROVIDE 4LB LEAD FLASHING PAN SET ON BASE PLY IN ROOF CEMENT. FULLY PRIME TOP SURFACE FOR COVERING PLIES PER ROOF MEMBRANE MFRS REQIOREMENTS (TYP)
INTERPLY
NOTHCHE PATCH
2 X P.T. SLEEPER PER PLAN
E SLOP
AREA OF EMBEDDED GRANULES
STRAINER (TYP) COMPRESSION RING
STEP 2
CAP SHEET BASE PLY
MODIFIED BUTUMEN CAP SHEET
PROTECTION BOARD O/ROOF MEMBRANE
01
STEP 1
2" OVERFLOW COLLAR (TYP)
No
NOTES: 1. CUT MEMBRANE AND WRAP CORNERS AS SHOWN 2. INSTALL NOTCHED PATCHES AS SHOWN TO INSURE WATER TIGHT CORNERS. 3. REFER TO ADDITIONAL DETAILS FOR APPROPROATE LAP SEALING OPTIONS.
IN. 3" M
WHERE CURB RUNS PERPENDICULAR TO ROOF SLOPE, PROVIDE 2"X2" OPENINGS @ 24" O.C. FOR DRAINAGE
.
FLASHING CEMENT
PROJECT NAME:
Project Name PROJECT ADDRESS:
ROOF ASSEMBLY PER DETAIL IN. 6" M
STEP 3
Enter address here
DECK CLAMP (TYP) STEP 4
SHEET TITLE:
SLEEPER CONNECTION PERPENDICULAR TO SLOPE
OUTSIDE CORNER DETAIL
INSIDE CORNER DETAIL
SET DRAINS IN CONT. BED OF APPROVED SEALANT (TYP) 1" THICK (MIN.) SPRAY FOAM AROUND ROOF DRAIN PIPES (TYP)
TAPERED INSULATION COVER BOARD
ROOF DRAIN DETAILS 3" = 1'-0" OWNER:
ROOF DRAIN & OVERFLOW
Owner
SHEET NUMBER:
A‐10.9
3 1/2" 12 1/4" MAX.
12 1/4" MAX.
DIM.PT.
BLOCKOUT
DIM.PT.
5x3x1/4 CONT. BTWN. STRINGWES W/ (2) 5/8"X1-1/2" A325 T.C. BOLTS (1 BOLT W/ IN 4" OF EA. STRINGER)
EDGE OF SLAB NOSING
EDGE OF LANDING
3x2x1/4 CONC. BETWEEN STRINGERS
3x2x1/4 CONC. BETWEEN STRINGERS
NOSING
3x2x1/4 CONC. BETWEEN STRINGERS
2x2x1/4 CONC. BTWN. STRINGERS DIM PT.
3 1/2" BLOCKOUT
3/16
2x2x1/4 CONC. BTWN. STRINGERS
EMBED 3/16
STRINGER> 1/4x10 (UNO)
2/-12
2-12
2
STRINGER> 1/4x10 (UNO)
STRINGER> 1/4x10(UNO)
PSC LANDING SEE LANDING DETAILS
STRINGER> 1/4x10(UNO)
PSC LANDING SEE LANDING DETAILS
EMBED LANDING CHANNEL
ANGEL TO STRINGER
3/16
ANGEL TO STRINGER
2 1/2
LANDING CHANNEL
PRECAST EXTENDED BOTTOM STAIR CONNECTION TO EMBED
3/16
NOSING
5"
STRINGER> 1/4X10(UNO)
MAX.
5
2/-12
EDGE OF LANDING
NOSING
BLOCKOUT
4
BLOCKOUT
1 1/2"
3/16
3/16
12 1/4
4
MAX.
EA. END
1 1/2" 2"
EA. END
DIM PT.
5x3x1/4 CONT. BTWN. STRINGWES W/ (2) 5/8"X1-1/2" A325 T.C. BOLTS (1 BOLT W/ IN 4" OF EA. STRINGER)
3/16
12 1/4
ANGLE TO STRINGER
ANGLE TO STRINGER
PRECAST EXTENDED BOTTOM STAIR CONNECTION TO STEEL LANDING
3/16
2 1/2
‐ ‐ ‐ ‐ ‐
EDGE OF SLAB
3/16
PRECAST EXTENDED TOP STAIR CONNECTION TO EMBED
PRECAST EXTENDED TOP STAIR CONNECTION TO STEEL LANDING
PRECAST TREADER
1 1/4"
11" MIN.
DIM PT.
1 1/4"
DIM. PT. NOSING
NOSING
2 1/2
3 1/2" BLOCKOUT
2 1/2
SMOOTH > 14 GA. (UNO)
STRINGER> 1/4x10 (UNO)
>1/4x10 (UNO)
1/8 3/16
4
1
3/16
2-12
4x3x1/4 CONT. BTWN. STRINGERS
PAN TO STRINGER TYP.
2-12
3/16
EMBED
2-12
PRECAST STAIR TREAD RISER CONSTRUCTION
PRECAST STAIR CONNECTION TO CONCRETE SLAB WITH EMBED
PRECAST STANDARD BOTTOM CONNECTION TO EMBED
.
PRECAST STAIR CONNECTION TO CONCRETE SLAB WITH ANCHOR
Date
No
1/8
EMBED
BENT LIP TO TREAD
ANGLE TO STRINGER
Date
STRINGER
3/16
Revision Description
7" MAX. STRINGER > 1/4x10 (UNO)
EA. END
1-1/2".
3x3x1/4 CONT. BTWN. STRINGERS W/ (2) 5/8"~ x 6" HILTI KB-TZ
1/2
2
3x3x1/4 CONT. BTWN. STRINGERS
BLOCKOUT
3/16
3/16
STRINGER > 1/4x10 (UNO)
1 1/2"
ANGLE TO STRINGER
ANGLE TO STRINGER
NOSING
EDGE OF SLAB
3/8" RADIUS BENDS
-
DIM. PT. 1 1/4"
1 1/4" EDGE OF LANDING
DIM PT.
DIM. PT. DIM PT.
NOSING
NOSING
1 1/4"
4x3x1/4 (LLV) BTWN. STRINGERS
NOSING
1 1/4
EDGE OF LANDING
EDGE OF SLAB
4"
3 1/2"
EDGE OF SLAB
4
.
EA. END
4x3x1/4 (LLV) BTWN. STRINGERS
NOSING 3/16
5
STRINGER > 1/4x10 (UNO)
3/16ANGLE TO STRINGER
STRINGER A
STRINGER > 1/4x10 (UNO)
PROJECT ADDRESS:
SECTION A
3/16
ANGLE TO STRINGER
PRECAST STANDARD BOTTOM STAIR CONNECTION TO STEEL LANDING
STAIR DETAILS
LANDING CHANNEL
3" = 1'-0" EMBED
LANDING CHANNEL F.B. TO STRINGER
3/16
3
PRECAST STANDARD TOP STAIR CONNECTION TO STEEL LANDING
Enter address here
SHEET TITLE:
PSC LANDING SEE LANDING DETAILS PSC LANDING SEE LANDING DETAIL
PROJECT NAME:
Project Name
2-12
1 1/2" 2"
5
STRINGER > 1/4x10 (UNO)
01
3/16
2
5x3x1/4 CONT. BTWN. STRINGWES W/ (2) 5/8"X1-1/2" A325 T.C. BOLTS (1 BOLT W/ IN 4" OF EA. STRINGER)
No
1/4"X4" FLAT BAR CONT. BTWN. STRINGWES W/ (2) 5/8"X1-1/2" A325 T.C. BOLTS (1 BOLT W/ IN 4" OF EA. STRINGER)
1 1/4"
BLOCKOUT
OWNER:
Owner
PRECAST STANDARD TOP CONNECTION TO EMBED
SHEET NUMBER:
A‐10.9.1
TREAT EXPOSED FACES 2/SEALER PER NOTE PAVERS PN PEDSTRALS (TYP)
13 1/2
DRAINAGE MAT
HSS 1 1/2x1 1/2x0.120"
4'-0" MAX
<
<
3
MODULAR BLOCKS PER LANDSCAPE PLANS
3 7/8 TYP 34" - 38" 3'-6" MIN.
1 1/2
3 7/8 MAX.
TERM-BAR W/SEALANT (TYP)
8 1/4
TOP VIEW
ELEVATION ‐ ‐ ‐ ‐ ‐
END VIEW 1/4x2 FLAT BAR KICK PLATE
GROWING MEDIUM PER LANDSCAPE PLAN
-
3 5/8 ELEVATION
TERM-BAR FLASHING PER DETAIL SET IN CONT. BEAD OF APPROVED SEALANT
Date
END VIEW
Date
34" - 38"
<
/4 33
1/4"x1/2" SAW CUT SET FLASHING INSIDE CUT; SEAL W/APPROVED SEALANT
Revision Description
PVC CAP (TYP)
<
No
1'-2"
FIELD SPLICE, WELD &STAIR RAIL DETAIL R226 GRIND SMOOTH SEE (FIELD TRIMMING MAY BE REQ) TOP VIEW 1 TREAD
.
12" DIA PVC PIPE PER LANDSCAPE PLANS
FILTER FABRAIC O/DRAIN FIELD (TYP)
PROJECT NAME:
<
Project Name PROJECT ADDRESS:
Enter address here
SHEET TITLE:
DETAILS
33 /4
34" - 38"
TOP VIEW
<
.
CONCRETE WALL PER PLAN
01
PROTECTION BOARD
FIELD SPLICE, WELD & 1 1/2 GRIND SMOOTH (FIELD TRIMMING MAY BE REQ)
No
DRAINAGE COMPOSITE
1'-0"
WATERPROFFING MEMBRAN
STAIR RAIL SEE DETAIL 1'-0"
As indicated OWNER:
Owner
END VIEW
ELEVATION
SHEET NUMBER:
A‐10.9.2
VERTICAL CLEARANCE
VERTICAL CLEARANCE
2 3/8" SQ ALUMINUM POST POWDER COATED FINISH
CRL 1/8" DIA CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY
4'-0" MAX. 1 1/2 3/16x1 1/4 FLATHSS 1 1/2x1 BAR BRACKET 1/2x0.120"
LINE OF FINISHED CONCRETE
CRL BP5 5"X5"X3/8" BASE PLATE
34" - 38" 3'-6" MIN.
CRL WBA38X4 3/8"X4" LONG WEDEG BOLT ANCHOR
4"
CONCRETE SLAB 4000 PSI MIN.
6"
3/8x4x8 FLAT BAR 3
3/4"~ ALL THREAD HANGER ROD
STAIR NOSING STAIR STRINGER
SECTION CONCRETE SUBSTRATE TYPICAL SURFACE MOUNT DETAIL
/4 33
2 1/2" MIN.
3"
CRL WBA38X4 3/8"X4" LONG WEDEG BOLT ANCHOR
3/16
CONCRETE SUBSTRATE TYPICAL FASCIA MOUNT DETAIL
ELEVATION ‐ ‐ ‐ ‐ ‐
END VIEW
CONC. FILL (BY OTHERS)
8"
16" MAX.
8"
10 GA BENT PL EDGE FORM
1 1/2"
REAR CHANNEL C8X11.5# (UNO)
CONC. FILL (BY OTHERS)
SECTION A
F.O.F.
1"
LANDING CHANNEL C8X11.5# (UNO)
CONC. FILL (BY OTHERS)
MATCH GAP AT SIDE OF STAIT U.N.O.
-
1 1/2"
1"
LANDING CHANNEL C8X11.5# (UNO)
1 1/2" B DECKING
2 1/2 4X4X3/8 W/ 5/8"X6" HILTI KB-TZ (4" MIN. EMBEDMENT)
3/16
A
A
REAR CHANNEL C8X11.5# (UNO)
6
6'-0" MAX.
EMBED
CONCRETE FILL LANDING LEDGER ANGLE CONNECTION TO CONCRETE WALL WITH ANCHOR
CONCRETE FILL LANDING LEDGER ANGLE CONNECTION TO CONCRETE WALL WITH EMBED
SECTION A 1 1/2" B DECKING HEADER CHANNEL C8X11 (UNO)
.
CONCRETE FILL LANDING CONSTRUCTION
DECK TO CHANNEL TYPICAL
Revision Description
4X4X3/8 W/ 5/8"X6" HILTI KB-TZ (4" MIN. EMBEDMENT)
1/8 2
No
3/16
HEADER CHANNEL C8X11 (UNO)
2 1/2
Date
3/16
Date
3 1/2"
10 GA. BENT PL EDGE FORM
STUD WALL
STUD WALL (BY OTHERS)
STUD WALL
LANDING CHANNEL C8X11.5# (UNO)
3/4" ~ ALL THREAD HANGER ROD
LANDING CHANNEL C8X11.5# (UNO)
1"
1"
1 1/4"
01
No
3" 1 1/2"
3" 1 1/2"
.
3 1/2"
LANDING CHANNEL C8X11.5# (UNO)
1 1/4"
3 1/2"
1" 3 1/2"
3/16
/8 3 7 P. TY
EMBED
3" STANDARD
2 3/8" SQ ALUMINUM POST POWFER COATED FINISH
CRL 1/8 DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER CERTICALLY
/2 41 9 3/8 14
3" STANDARD
SLAB
PROJECT NAME:
Project Name PROJECT ADDRESS:
Enter address here
SHEET TITLE:
2 1/2"X2 1/2"X1/4" W/ (2) 5/8" X 1 1/2" A325 T.C.BOLTS
3/16
4 3/16
3
DETAILS
HSS 1 1/4" SQ X 3/16" FLAT WASHER & DOUBLE NUT
HSS 2 1/2"X2 1/2"X1/4" W/ (2) 5/8" X 1 1/2" A307 HEX BOLTS
As indicated OWNER:
Owner
CONCRETE FILL LANDING ANGLE POST CONNECTION
CONCRETE FILL LANDING HANGER ROD CONNECTION
CONCRETE FILL LANDING TUBE STEEL POST CONNECTION SHEET NUMBER:
A‐10.9.3
FLOOR DRAIN W/ OVERFLOW DRAIN BEYOND
PROTECTION BOARD OVER WP MEMBRANEWHERE PAVERS OCCUR
STRUCTURAL CONCRETE SLAB, SLOPE TO DRAIN PER PLANS (MIN. 2%). PROVIDE 3/4" RECESS TO ACCOUNT FOR MEMBRANE BUILD-UP DRAIN.
STEP 1: PREP PENETRANT, REMOVE DEBRIS & RUST STEP 2: APPLY BASE COAT O/ PENETRANT. STEP 3: CUT 4"X3" PIECE OF REINFORCING MESH. STEP 4: SPLIT REINFORCING MESH THRU THE MIDDLE 1/2 WAY OF THE LENGTH. STEP 5: SET REINFORCING MESH IN BASE COAT AND LAP LEG #1 OVER #2 AROUND PENETRANT AND EXTEND OVER REBAR 2" MINIMUM. FULLY EMBED MESH IN WP MEMBRANE. STEP 6: APPLY SECOND LAYER OF WP MEMBRANE O/MESH, EXTEND 4" MIN. ON PENETRANT & 6" ON HORIZONTAL SURFACES.
NEOPRENE GASKET (TYP) TO MAINTAIN AIR-BARRIER
TERM-BAR W/SEALANT (TYP)
PAVER ON PEDESTAILS PER PLAN
MODULAR BLOCKS PER LANDSCAPE PLANS
24 GA GALV. METAL SILL PLAN FLASHING
DRAINAGE MAT
WP MEMBRANE, PROTECTION & DRAINAGE BOAD INSTALL PER MANUF. INSTRUCTIONS.
LEG # 1
WP MEMBRAN SECOND LAYER
LEG # 2
REINFORCING MESH EMBED IN BASE COAT
LEG # 3
GRAVEL DRAINAGE FIELD
LEG # 4
PROTECTION BOARD
P.T. SLAB PER PLAN
2"
WRB PER NOTE SEAL ENDS W/ BUTYL TAP
TREAT EXTERIOR FACE W/SEALER PER NOTE
PENETRANT
WP MEMBRAN BASE LAYER
CIP CONCRETE SLAB W/ 4" DEPRESSION @ DECKS PER STRUC.
CLADDING PER PLAN
PAVER ON PEDESTAL PER PLAN
DRAINAGE MAT
4"
DRAIN BODYINSTALL PER MFR REQUIREMENTS
TYP. WALL FRAMING PER 7/A-10.0
4"
12" 10"
WP MEMBRANE CONTINUES OVER FLANGER & INTO DRAIN OPENING, 2" MINX CLAMP W/ COVER
3"
PAVERS ON PEDESTALS WHERE OCCURS
WP MEMBRANE INSTALL MONOLITHICALLY O/ P.T. SLAB
SLOPE: 1/4" 2% MIN.
2" X 4" NOM. WEEP BLOCK-OUT @ 36" O.C. CONCRETE P.T.SLAB PER STRUCTUREAL SLOPE TO DRAIN, 1/4" PER FT MIN
‐ ‐ ‐ ‐ ‐
CAST-IRON LINE. TIGHTLINE TO STORM TYP, PROVIDE PTRAP IF REQ'D BY CODE
ALUM STOREFRONT SYSTEM W/ INTEGRALTGRESHOLD PER PLAN 24 GA GALV. METAL SILL PLAN FLASHING
WALL BEYOUND WHERE OCCURS DOOR PER SCHEDULE
EXPANSION JOINT MATERIAL (TYP)
THERMALLY BROKEN, ADA COMPLIANT THRESHOLD SET IN CONT. BEAD OF BUTYL SEALANT
24 GA GALV. METAL SILL PLAN FLASHING
CONC. SIDEWALK
1/2" GYMSUM BOARD O/ INSULATION
CONC. SLAB
TERMINATION BAR FLASHING (TYP) PER DETAIL 4/A-9.11 BELOW-GRADE WATERPROOFING SYSTEM
PROTECTION BOARD & DRAINAGE COMPOSITE WP MEMBRANE - RUN UP & ONTO SILL PAN
SLOPE: 1/4"
PAVER ON PEDESTAL PER PLAN
-
SLOPE: 1/4" 2% MIN.
TREAT EXTERIOR FACE W/ SEALER PER NOTE 36 SLOPE: 1/4"
CANT STRIP PER WP MAMBRANE MANUF. REQUIREMENTS
4"
EXPANSION JOINT MATERIAL (TYP)
DRIP @ HEAD PER
TOE BEAD OF BUTYL SEALANT @ BACK EDGE OF SILL PAN TO SET DOOR SYSTEM APPLY WP MEMBRANCE UP & OVER SILL PAN
CONCRETE SUBSTRATE PER PLAN
Date
BACKER ROD & SEALANT
24 GA GALV. METAL SILL PAN FLASHING W/ FULL SOLDERED EDGES PER DETAIL; PRER FLASHING TO RECEIVE WP MEMBRANE
Revision Description
TREAT EXTERIOR FACE W/SEALER PER NOTE
SET SILL PAN IN FULL BED OF BUTYL SEALANT (TYP)
No
EXPOSED CONCRETE WALL PER PLAN
MIN. 8"
WATERPROOFING MEMBRANE PER SPEC; APPLY PER MANUF REQUIREMENTS; ENSURE SUBSTRATE HAS ADEQUATE POSITIVE SLOPE (1/4" TO 1'-0" MIN.)
Date
FARMING PER PLAN
TERMINATION BAR FLASHING (TYP) PER DETAIL 4/A-9.11
.
BACKED ROD & SEALANT PROVIDE WEEPS @ E.E. (TYP)
24 GA PREFINISHED SILL PAN FLASHING W/ BACK-&END-DAMS (TYP)
BELOW-GRADE WATERPROOFING SYSTEM
CONC. WALL PER PLAN
TRAT EXTERIOR FACE W/SEALER PER NOTE 36 (TYP)
01
No
.
" 1/4 E: P O SL
PROJECT NAME:
Project Name
SAW CUT. SET FLASHING INSIDE CUT; SEAL W/APPROVED SEALANT
PROJECT ADDRESS:
24 GA GALV. TERM-BAR COUNTER FLASHING
2"
Enter address here
SHEET TITLE:
TERM BAR
DETAILS
BELOW-GRADE WATERPROOFING SYSTEM
3" = 1'-0" CONC. WALL PER
OWNER:
Owner
SHEET NUMBER:
A‐10.9.4