Mix-used Project in Dana Point (Approved) by Yutong Xie

VISTA DEL MAR 34175 - 34177 PACIFIC COAST HIGHWAY. DANA POINT, CALIFORNIA 92629

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

A - 10.9

TYPICAL DOOR DETAIL

A - 10.10

FOUNDATION DETAIL

A - 10.11

ROOF DETAIL

A - 10.12

WATER FOUNTAIN & ROOF HATCH

A - 10.13

HAUL ROUTE POOL ACCESSE

DESCRIPTION

SHEET

DESCRIPTION

SHEET

ELECTRICAL

LANDSCAPE

E-1

GENERAL NOTES & LEGEND

LP - 1

PLANTING PLAN - GROUND LEVEL

CALGREEN

E-2

1-LINE, SERVICE CALCS & SERVICE ELEVATION

LP - 1A

HYDROZONE PLAN - GROUND LEVEL

A - 11.1

CALGREEN

E-3

2ND LEVEL SUBTERRANEAN PARKING ELECTRICAL LAYOUT

LP - 2

PLANTING PLAN - PODIUM LEVEL

SURVEY (SHOWN FOR REFFERENCE ONLY)

A - 12

FIRE MASTER

E-4

1ST LEVEL SUBTERRANEAN PARKING ELECTRICAL LAYOUT

LP - 2A

HYDROZONE PLAN - PODIUM LEVEL

G - 1.03

SURVEY (SHOWN FOR REFFERENCE ONLY)

A - 13

ACOUSTICAL REPORT

E-5

1ST FLOOR ELECTRICAL LAYOUT

LP - 3

PLANTING DETAILS

G - 1.04

SITE SETBACK (SHOWN FOR REFFERENCE ONLY)

E-6

MEZZ. FLOOR ELECTRICAL LAYOUT

LI - 1

IRRIGATION PLAN - GROUND LEVEL

G - 1.05

CONDITIONS OF APPROVAL

E-7

2ND FLOOR ELECTRICAL LAYOUT

LI - 2

IRRIGATION PLAN - PODIUM LEVEL

G - 1.06

CONDITIONS OF APPROVAL

C-1

TITLE SHEET

E-8

3RD FLOOR ELECTRICAL LAYOUT

LI - 3

IRRIGATION DETAILS

G - 1.07

CONDITIONS OF APPROVAL

C-2

PRECISE GRADING SHEET

E-9

ROOF ELECTRICAL LAYOUT

G - 1.08

CONDITIONS OF APPROVAL

C-3

COMPOSITE UTILITY SHEET

E - 10

TYPICAL RESIDENTIAL UNIT ELECTRICAL LAYOUT

C-4

EROSION CONTROL SHEET

E - 11

INDOOR LIGHTING COMPLIANCE DOCUMENTS

ST - 1

TITLE SHEET

E - 12

OUTDOOR LIGHTING COMPLIANCE DOCUMENTS

ST - 2

STREET PLAN

A - 11.0

G - 1.01

PROJECT INFORMATION

G - 1.02

CIVIL (FOR REFERENCE ONLY)

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ACCESSIBILITY NOTES

A - 0.2

ACCESSIBILITY NOTES

S 1.0.1

GENERAL NOTES

A - 0.3

ACCESSIBILITY NOTES

S 1.0.2

GENERAL NOTES

A - 0.4

UNIT LAYOUT / ACCESSIBILITY

S 1.1.1

TYP. CONC. REINF. & TYP. CONC. SLAB ON GRADE DETAILS

M - 1.1

EQUIPMENT SCHEDULES, NOTES & LEGEND

A - 0.5

EGRESS AND OCCUPANCY PLAN

S 1.1.2

TYP. CONC. FTG. DETAILS

M - 2.0

MECH. 2ND BASEMENT FLOOR PLAN

A - 0.6

EGRESS AND OCCUPANCY PLAN

S 1.2.1

TYP. WOOD BM. & JOISTS CONN. DETAILS

M - 2.1

MECH. 1ST BASEMENT FLOOR PLAN

A - 0.7

UTILITY PLAN

S 1.2.2

TYP. WOOD DRAG CONN. DETAILS

M - 2.2

MECHANICAL GROUND FLOOR PLAN

A - 0.8

FIRE RATING ANALYSIS

S 1.2.3

TYP. WOOD DRAG CONN. DETAILS

M - 2.3

MECHANICAL MEZZ. FLOOR PLAN

A - 1.0

SITE PLAN

S 1.2.4

TYP. WOOD POST DETAILS

M - 2.4

MECHANICAL 2ND. FLOOR PLAN

A - 2.0

SECOND BASEMENT FLOOR PLAN

S 1.2.5

TYP. WOOD SHEAR WALL DETAILS

M - 2.5

MECHANICAL 3RD. FLOOR PLAN

A - 2.1

FIRST BASEMENT FLOOR PLAN

S 1.2.6

TYP. WOOD HOLDOWN DETAILS

M - 2.6

MECHANICAL ROOF PLAN

A - 2.2

GROUND FLCOOR PLAN

S 1.2.7

TYP. WOOD HOLDOWN DETAILS

A - 2.3

MEZZANINE FLOOR PLAN

S 1.2.8

TYP. WOOD DIAPHRAGM DETAILS

A - 2.4

SECOND FLOOR PLAN

S 1.2.9

TYP. WOOD PENETRATION DETAILS

A - 2.5

THIRD FLOOR PLAN

S 1.3.1

TYP. ELEVATOR DETAILS

A - 2.6

ROOF PLAN

S 1.4.1

TYP. STL. BM. CONN. DETAILS

A - 4.0

NORTH & SOUTH ELEVATION

S 1.4.2

TYP. STL. COLUMN DETAILS

P - 0.1

PLUMBING GENERAL NOTES, LEGENDS, EQUIPMENTS, SCHEDULES AND SHEET INDEX

A - 4.1

EAST & WEST ELEVATION

S 1.5.1

TYP. CMU REINF. & WALL DETAILS

P - 2.2

PLUMBING GROUND FLOOR PLAN (SEWER)

A - 5.0

SECTION A

S 2.0.1

FOUNDATION LEVEL P-2

P - 2.3

PLUMBING MEZZANINE PLAN (SEWER)

A - 5.1

SECTION B

S 2.0.2

LEVEL P-1 FRAMING PLAN

P - 2.3A

PLUMBING MEZZANINE PLAN (WATER & GAS)

A - 5.2

SECTION C

S 2.0.3

LEVEL P-1 ADD'L REINF. PLAN (EAST-WEST)

P - 2.4

PLUMBING 2ND FLOOR PLAN

A - 5.3

SECTION D

S 2.0.4

LEVEL P-1 ADD'L REINF. PLAN (NORTH-SOUTH)

P - 2.5

PLUMBING 3RD FLOOR PLAN

A - 5.4

SECTION E

S 2.1.1

GROUND LEVEL FRAMING PLAN

P - 2.6

PLUMBING ROOF PLAN

A - 6.0

WALL SECTION 1

S 2.1.2

GROUND LEVEL ADD'L REINF. PLAN (EAST-WEST)

P - 3.0

PLUMBING ENLARGED FLOOR PLAN

A - 6.1

WALL SECTION 2

S 2.1.3

GROUND LEVEL ADD'L REINF. PLAN (NORTH-SOUTH)

P - 5.0

PLUMBING WATER RISER DIAGRAMS

A - 6.2

WALL SECTION 3

S 2.1.4

MEZZ. LEVEL SLAB PLAN

P - 5.1

PLUMBING WATER RISER DIAGRAMS

A - 6.3

WALL SECTION 4

S 2.1.5

MEZZ. LEVEL ADD'L REINF. PLAN (EAST-WEST)

P - 5.2

PLUMBING WASTE/VENT RISER DIAGRAMS

A - 6.4

WALL SECTION 5

S 2.1.6

MEZZ. LEVEL ADD'L REINF. PLAN (NORTH-SOUTH)

P - 5.4

PLUMBING GAS RISER DIAGRAMS

A - 7.0.1

STAIR PLANS & SECTIONS

S 2.1.7

MEZZ. LEVEL TIE DOWN & FRAMING PLAN

A - 7.0.2

STAIR PLANS & SECTIONS

S 2.2.1

LEVEL 2 (PODIUM) SLAB PLAN

SD - 2.0

LOWER PARKING (BASEMENT)

A - 7.0.3

STAIR PLANS & SECTIONS

S 2.2.2

LEVEL 2 (PODIUM) ADD'L REINF. PLAN (EAST-WEST)

SD - 2.1

UPPER PARKING (BASEMENT)

A - 7.0.4

STAIR PLANS & SECTIONS

S 2.2.3

LEVEL 2 (PODIUM) ADD'L REINF. PLAN (NORTH-SOUTH)

SD - 2.2

GROUND FLOOR PLAN

A - 7.1.1

STAIR DETAILS

S 2.2.4

LEVEL 2 (PODIUM) TIE DOWN & LEVEL 2 FRAMING PLAN

SD - 2.3

MEZZ FLOOR PLAN

A - 7.1.2

STAIR DETAILS

S 2.3.1

LEVEL 3 FRAMING PLAN

SD - 2.4

SECOND FLOOR PLAN

A - 7.1.3

GUARDRAIL DETAIL

S 2.4.1

ROOF FRAMING PLAN

SD - 2.5

THIRD FLOOR PLAN

A - 7.2

ELEVATOR REQUIREMENTS

S 2.5.1

STAIR ROOF FRAMING PLAN

SD - 2.6

ROOF PLAN

A - 7.3

ELEVATOR DETAILS

S 3.0.1

CONCRETE SLAB DETAILS

SD - 3.0

DETAILS

A - 7.4

ELEVATOR DETAILS

S 3.0.2

CONCRETE SLAB DETAILS

SD - 4.1

RISER

A - 7.5

ELEVATOR DETAILS

S 3.1.1

CONC. COLUMN SCHEDULE & DETAILS

A - 7.6

ELEVATOR DETAILS

S 3.2.1

CONC. BEAM SCHEDULE AND DETAILS

A - 7.7

ELEVATOR DETAILS

S 3.4.1

CONC. FOUNDATION DETAILS

A - 8.0

UNIT LAYOUT

S 3.5.1

CONCRETE DETAILS

A - 8.1

RESTROOM PLANS & ELEVATIONS

S 3.5.2

CONCRETE DETAILS

A - 8.2

ROOF SCREEN DETAIL

S 3.5.3

CONCRETE DETAILS

A - 9.0

DOOR SCHEDULE

S 4.0.1

DETAILS

A - 9.1

WINDOW SCHEDULE

S 4.0.2

DETAILS

A - 9.2

FINISH SCHEDULE A

S 4.0.3

DETAILS

A - 9.3

FINSIH SCHEDULE B

A - 10.2

TYPICAL WALL DETAILS

A - 10.3

PARAPET, WINDOW HEAD & SILL DETAILS

A - 10.4

BALCONY, CANOPY, RAILING DETAILS

SH - 1

SHORING GENERAL NOTES

A - 10.4.1

BALCONY, CANOPY, RAILING DETAILS

SH - 2

SHORING PLAN

A - 10.5

FIRE PARTITION DETAIL

SH - 3

SHORING ELEVATIONS

A - 10.5.1

FIRE PARTITION DETAIL

SH - 4

SHORING ELEVATIONS

A - 10.5.2

WALL-FLOOR ASSEMBLY

SH - 5

SHORING DETAILS

A - 10.6

PLANTER DETAIL

SH - 6

SHORING DETAILS

‐ ‐ ‐ ‐ ‐

A - 0.1

PLUMBING

01 02

SHEET INDEX

10.31.16 12.14.16 04.05.17

G - 1.00

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

A - 10.14

Date

COVER SHEET

Revision Description

G - 000

GENERAL PROJECT DATA

DESCRIPTION

SHEET

Date

DESCRIPTION

SHEET

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

STRUCTURAL - SHORING

SHEET INDEX

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A - 10.7

WALL/FLOOR ASSEMBLY DETAIL

A - 10.8

FIRESTOP DETAILS

G‐1.00

VICINITY MAP

FIRE DEPARTMENT CODE REQUIREMENTS

APPLICABLE CODES

SITE

M, S-1 AND S-2 (BELOW PODIUM) ; R-2 (ABOVE PODIUM)

DANA POINT MUNICIPAL CODE (DPMC AS AMENDED)

AUTOMATIC FIRE SPRINKLER

YES ( FULLY SPRINKLERED, FIRE SPRINKLERS REQUIRED )

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

ADDITIONAL FIRE PROTECTION

FIRE STANDPIPES AT EACH STAIR EXIT STAIR CORE

2013 CALIFORNIA BUILDING CODE, TITLE 24 C.C.R.

FIRE ALARM

YES

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

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.

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

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.

2013 CALIFORNIA FIRE CODE, TITLE 24 C.C.R.

BUILDING OCCUPANCY

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

(CBC 2013)

2013 CALIFORNIA GREEN BUILDING CODE, TITLE 24 C.C.R. 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.

2013 CALIFORNIA REFERENCED STANDARD, TITLE 24 C.C.R.

GENERAL STORAGE:

GROUP S-1 OCCUPANCY

PARKING GARAGE:

GROUP S-2 OCCUPANCY

RETAIL:

GROUP M OCCUPANCY

RESIDENTIAL APTS:

GROUP R-2 OCCUPANCY

PROJECT INFORMATION

2013 NFPA 13- INSTALLATION OF FIRE SPRINKLERS

6. PROVIDE A KNOX KEY ACCESS SYSTEM AS APPROVED BY ORANGE COUNTY FIRE AUTHORITY (OCFA).

MIXED OCCUPANCY ANALYSIS

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.

LEVEL

COMPLIANCE PROFESSIONALS, INC ATTN: MARK TUDOR CASp #365 Office: 626-486-2201 Cell: 626-422-0389

MOORE TWINING ASSOCIATES. 2527 FRESNO ST. FRESNO, CA 93721 TEL: 559-268-7021 FAX: 559-268-7126

DRC ENGINEERING, INC. ATTN: CHRISTOPHER MCKEE, P.E. 160 SOUTH OLD SPRINGS RD ANAHEIM HILLS, CA 92808 TEL: 714-685-6860

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.

ADDITIONAL REQUIREMENTS: 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. 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. 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. 4. LOCATION OF THE FIRE DEPARTMENT FIRE SPRINKLER CONNECTION (FDC) SHALL BE APPROVED BY THE FIRE MARSHAL. 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. 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. 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. 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. 11. ALL HOOD SYSTEMS, CLEAN AGENT SYSTEMS ETC. SHALL BE CONNECTED TO THE FIRE ALARM MONITORING PANEL FOR FIRE DEPARTMENT DISPATCH. 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. 13. EMERGENCY GENERATOR (IF PROVIDED) SHALL RUN ALL LIFE SAFETY EQUIPMENT AND HAVE A REMOTE STATUS PANEL ON THE BUILDINGS FIRE ROOM. 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. 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.

ABBREVIATIONS % 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.

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.

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

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.

Joint Janitor Laboratory Laminate Lavatory Light Maximum Medium Density Fiberboard Membrane Metal Manufacturer Minimum Mirror Masonry Opening Mounted Miscellaneous Mullion Not in Contract Number Nominal Not to Scale OverFlow Drain Overall On Center Office Opening Opposite Pre-cast Plate Plastic Laminate

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

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

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

STRUCTURAL ENGINEER

LANDSCAPE ARCHITECT

FIRE PROTECTION

KURT FISCHER STRUCTURAL ENGINEERING 17547 VENTURA BLVD, STE 302 ENCINO, CA 91316 TEL: 818-874-1445

SQLA INC 3580 N. PALM ST STE B BREA CA. 92821 TEL: 562-905-0800 FAX: 562-905-0880

ALTA FIRE PROTECTION INC. P.O. BOX 251011 GLENDALE, CA 91225-1011 ATTN: ASHKAN SHAHBODAGHLOO TEL: 818-610-3062

MECHANICAL / PLUMBING ENGINEER

ELECTRICAL ENGINEER

CURESH ENGINEERING. 1659 WELLESLEY AVENUE LOS ANGELES, CA 90025 ATTN: CURESH DALLALZADEH, P.E. TEL: 310-775-7662

AMELECT INC 1330 OLYMPIC BLVD MONTEBELLO, CA 90640 ATTN: AMOS SLUGKY TEL: 310-450-8752

GENERAL NOTES 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.

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.

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

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

COLUMN OR REFERENC ELINES

DOOR SYMBOL 100 DOOR NUMBER

A 3

EQUIPMENT SYMBOL

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.

WATER CLOSETS

URINALS

MALE

LAVATORIES

DRINKING FOUNTAIN

DEMOLITION SYMBOL

REVISION SYMBOL REVISION NUMBER SECTION SYMBOL

A A-3

SECTION IDENTIFICATION SHT. NUMBER

- SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION - STRUCTURAL CONCRETE OVER 2500 PSI - FIELD WELDING - HIGH-STRENGTH BOLTS - EXPANSION/EPOXY ANCHORS - STRUCTURAL MASONRY

DETAIL SYMBOL A A-4

A A-7

3 OFFICE 101

DETAIL IDENTIFICATION SHT. NUMBER ELEVATION SYMBOL ROW DESIGNATION SHT. NUMBER ELEVATION NUMBER

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.

FEMALE

20000 / 36000 = 0.56

SITE DEVELOPMENT PERMIT #: SDP14-0014

6,911

6911 / 36000 = 0.20

S-2

12,298

12298 / 36000 = 0.35

MEZZANINE

R-2

9670

9670 / 36000 = 0.27

2ND LEVEL

R-2

13132

13132 / 36000 = 0.36

3RD LEVEL

R-2

13330

13330 / 36000 = 0.36

1 SERVICE SINK OR LAUNDRY TRAY

SIGN PROGRAM PERMIT #: SPP16-0001 APN : 682-322-09 and 682-322-10 (TWO LOTS)

ZONE : TOWN CENTER - MIXED USE (TC-MU)

LOT COVERAGE / BUILDABLE AREA

SUM OF RATIO: 2.74 < 3

FIRE RESISTIVE RATING REQUIREMENTS TYPE I-A (BELOW PODIUM)

TYPE OF CONSTRUCTION

MEZZANINE LEVEL PLUMBING FIXTURE CALCULATION

BEARING WALLS - INTERIOR

RESIDENTIAL AMENITY = 1,024 SQFT.

NONBEARING WALLS AND PARTITIONS - EXTERIOR

OCCUPANCY GROUP = GROUP B w/ OCCUPANT LOAD FACTOR OF 15 NET LEASING OFFICE 615 SQFT / 100 = 6.15 RESIDENTIAL AMENITY 749 SQFT / 15 = 50 6.15 + 50 = 56.15 (28 MALE - 28 FEMALE)

TYPE V-A (ABOVE PODIUM)

1 1

3 2 HOUR UNDER 30FT 0 HOUR OVER 30FT

1 1 HOUR UNDER 30FT 0 HOUR OVER 30FT

BEARING WALLS - EXTERIOR

OCCUPANCY GROUP = GROUP B w/ OCCUPANT LOAD FACTOR OF 100

CBC 2013 ( TABLE 601 )

3 3

PRIMARY STRUCTURAL FRAME

LEASING OFFICE = 615 SQFT.

TC-MU ZONE

PROPOSED

LOT AREA - GROSS

26,588 (0.61 AC)

LOT AREA - NET (ASSUMED PROPERTY LINE)

24,346 (0.56 AC)

LOT AREA (NET)

24,346

DENSITY / FLOOR AREA RATIO (FAR) / (SF) TC-MU ZONE ALLOWABLE (FAR) PROPOSED (FAR) ALLOWABLE (SF) PROPOSED (SF)

NONBEARING WALLS AND PARTITIONS - INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

1.5

PROJECT DENSITY

2.50

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. 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. 9. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT & THE OWNER OF THE ANTICIPATED POURING OF THE SLAB ONE WEEK IN ADVANCE.

WATER CLOSETS

MALE

URINALS

LAVATORIES

DRINKING FOUNTAIN

OPEN SPACE REQUIRED

RESIDENTIAL

# UNITS

AREA

STUDIO (S-A)

455

910

STUDIO (S-B)

459

918

12. THE ENERGY CONSERVATION STANDARDS HAVE BEEN REVIEWED AND THE DESIGN OF THE BUILDING (S) COMPLIES WITH THE STANDARDS. 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.

1 BEDROOM (1-B) 1 BEDROOM (1-C)

TOTAL UNIT SF

640

S-1 TO M

S-2 TO M

1 HOUR

2 HOUR

S-1 TO S-2

2 BEDROOM OR LESS : 2 PARKING SPACES PER UNIT < 4,000 SF-GFA: 1 STALL PER 100 SF-GFA*

RESTAURANT

FIRST 2,000 SF MAY BE CALCULATED AT 1 STALL PER 220 SF-GFA

200

RETAIL

MULTI-TENANT WITH LESS THAN 25,000 SF-GFA: 1 STALL PER 220 SF - GFA

200

ADA SPACES REQUIRED

COMMON OPEN SPACE REQ

640

600

3,840

600

3,840

300

1,920

REQUIRED

TOTAL NUMBER OF PARKING STALLS IN GARAGE: 76-100 USE

RATIO

TOTAL

602.8

1/100 SF

6.0

REMAINING RESTAURANT

1,197.2

1/220 SF

5.4

RETAIL 102

2,820

1/220 SF

12.8

1,197

1/220 SF

4.8

RETAIL 101 (RESTAURANT)

640

3,840

15. THE BOOK OF SPECIFICATIONS ARE A PART OF THIS CONTRACT.

1 BEDROOM (1-E)

644

1,288

200

RETAIL 103 (CAFE/TAKE OUT)

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.

1 BEDROOM (1-F)

640

1,280

200

TOTAL RETAIL / RESTAURANT PARKING REQUIRED

17. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY PER CITY AND LOCAL CODE REQUIREMENTS.

1 BEDROOM (1-G)

734

1,468

200

** BICYCLE PARKING (8% REDUCTION)

2 BEDROOM (2-A)

975

1,950

200

2 BEDROOM (2-B)

1,081

2,162

200

20. CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY PLUMBING, AIR CONDITIONING, AND OTHER TRADES, AND AS REQUIRED BY CODES.

TOWNHOUSE (T-A)

547

1,094

200

TOWNHOUSE (T-B) TOTAL

596

1,192

200

25,702

3,900

PRIVATE OPEN SPACE REQUIRED

TOTAL VEHICULAR COMMERICAL PARKING REQUIRED

USE

0.2

52.7

2 BEDROOM

1.0

0.2

17.6

Aa = (At + [At x If ] + [At x Is ]) Aa = (12,000 SF + [12,000 SF x 0] + [12,000 SF x 2]) Aa = 36,000 SF

ALLOWABLE HEIGHT TC-MU ZONE BUILDING HEIGHT

BUILDING HEIGHT BREAKDOWN

ALLOWABLE

PROPOSED

40' - 0" OR 3 STORIES ABOVE PACIFIC COAST HIGHWAY

40' - 0" MAX.

TOP OF PARAPET

192' - 0"

TOP OF ROOF

191' - 0"

TOP OF FINISH FLOOR - LEVEL 3

181' - 0"

TOP OF FINISH FLOOR - LEVEL 2

171' - 0"

TOP OF FINISH FLOOR - MEZZANINE LEVEL

161' - 0"

* BASELINE (STARTING POINT)

152' - 0"

TOP OF FINISH FLOOR - GROUND LEVEL

150' - 6"

TOP OF FINISH FLOOR - P1

138' - 0"

TOP OF FINISH FLOOR - P2

128' - 0"

TOTAL

PRIVATE OPEN SPACE REQ 3,900

TOTAL RESIDENTIAL PARKING REQUIRED

70.3

** BICYCLE PARKING (8% REDUCTION)

-5.6

TOTAL VEHICULAR RESIDENTIAL PARKING REQUIRED

TOTAL VEHICULAR PARKING REQUIRED FOR THE PROJECT

PROVIDED PARKING TYPES

29. CONTRACTOR SHALL REVIEW MECHANICAL PLANS FOR ALL REQUIRED TITLE 24 REQUIREMENTS FOR THIS PROJECT.

SECOND LEVEL COMMON OPEN SPACE

4,478

RETAIL / RESTAURANT

TOTAL COMMON OPEN SPACE PROVIDED

6,510

RESIDENTIAL

GROUND

18 -

9 25

PRIVATE OPEN SPACE PROVIDED

TOTAL SF

ADA - RETAIL/RESTAURANT*

ADA - RESIDENTIAL

280

TOTAL PRIVATE OPEN SPACE PER UNIT PROVIDED

NONE

0' - 0"

NONE AT GROUND LEVEL; ABOVE 20' - 0" IN HEIGHT: STARTING 40' 0" BACK FROM THE FRONT BUILDING FACE, MINIMUM5' - 0" FROM INTERIOR SIDE PROPERTY LINE

0' - 0" - 5' - 0"

5' - 0" MIN.

PROGRAM / AREA SUMMARY

65 97

USE

PROJECT NAME:

SUBLEVEL FLOOR (P2)

SUBTERRANEAN PARKING

20,288 [NOT IN F.A.R]

SUBLEVEL FLOOR (P1)

SUBTERRANEAN PARKING

20,230 [NOT IN F.A.R]

GROUND FLOOR PARKING (01) GROUND FLOOR (01)

PARKING MIXED

12,298 [NOT IN F.A.R] 6,911

RETAIL 101

1,136

BICYCLE PARKING (CALGREEN SEC.5.106.4)

RETAIL 102

2,820

RETAIL SERVICE/LOBBY

800

2,724

REQUIRED SHORT-TERM BICYCLE PARKING

(5% OF VISITOR PARKING (48) SPACES WITH A MINIMUM OF ONE TWO-BIKE CAPACITY RACK)

PROVIDED 3 PARKING SPACES, 6 BIKE CAPACITY

RETAIL 103

(RESTAURANT)

1,800

(CAFE)

1,197 294

RESIDENTIAL LOBBY

9,234

REQUIRED LONG-TERM BICYCLE PARKING

TOTAL COMBINED OPEN SPACE PER UNIT PROVIDED

237

(5% OF TENANT VEHICULAR PARKING (63) SPACES WITH LOCKABLE BICYCLE ROOM WITH PERMANENTLY ANCHORED RACKS

LOCKABLE STORAGE REQUIRED

250 SF / UNIT

ELECTRICAL VEHICLE PARKING (CALGREEN SEC.5.106.5.3)

LOCKABLE STORAGE PROVIDED (AT MEZZANINE LEVEL)

250 SF / UNIT

5% OF THE TOTAL PARKING SPACES (97) = 5 E.V. PARKING STALLS

TOTAL COMBINED OPEN SPACE PROVIDED

10' - 0" MIN.

* ADA PARKING SPACES PROVIDED (4) REFLECT THE REQUIRED PARKING STALLS FOR THE ENTIRE PARKING GARAGE

1,308

36. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOILS ENGINEERING AND SPECIAL INSPECTORS AS NOTED.

TOTAL PRIVATE OPEN SPACE PROVIDED

10'-0" AT GROUND LEVEL; PORTIONS OF BLDG ABOVE 2ND FLOOR (OR) 30'-0" SHALL BE SET BACK 15'-0"

FLOOR LEVEL

INCLUDING ADA

PROPOSED

SAN JUAN

TOTAL

167

THIRD FLOOR PRIVATE OPEN SPACE PROVIDED

ALLOWABLE

INTERIOR PROPERTY LINES

TOTAL COMMON OPEN SPACE PER UNIT PROVIDED

SECOND FLOOR PRIVATE OPEN SPACE PRIVIDED

TC-MU ZONE

GOLDEN LANTERN

PARKING SPACE PROVIDED

TOTAL PARKING PROVIDED

MEZZANINE FLOOR PRIVATE OPEN SPACE PROVIDED

SETBACKS

PACIFIC COAST HIGHWAY

TC-MU ZONE REQUIRES 100 SF OF PRIVATE OPEN SPACE PER UNIT. # UNITS

* PURSUANT TO THE PLAN, OVERALL BUILDING HEIGHT SHALL BE MEASURED FROM A BASELINE (STARTING POINT) AT THE LEVEL OF THE SIDEWALK AT THE MIDPOINT OF THE FRONT PROPERTY-LINE.

70.3

2,032

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.

TOTAL

0.5

GROUND LEVEL COMMON OPEN SPACE

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.

VISITOR

1.0

28. REQUIRED INSULATION: EXTERIOR WALLS AND ROOF SHALL BE R-19 BATT INSULATION. SEE WALL SECTIONS ON SHEETS A-10.2 AND BUILDING SPECIFICATIONS.

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.

UNCOVERED

TOTAL SF

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.

COVERED STUDIO / 1 BEDROOM

COMMON OPEN SPACE PROVIDED

35. A PERMIT FROM " DEPARTMENT OF PUBLIC WORKS" IS REQUIRED FOR A PROTECTION FENCE OR CANOPY ON OR OVER ANY STREET OR PUBLIC SPACE.

AUTOMATIC FIRE SPRINKLER INCREASE:

# UNITS / SF

7,800

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.

Aa = ALLOWABLE BUILDING AREA PER STORY

NOTE: REFER TO PROGRAM AREA SUMMARY FOR ACTUAL FLOOR AREA.

** EIGHT PERCENT REDUCTION PERMITTED WHERE AN EQUIVALENT NUMBER OF BICYCLE STALLS ARE PROVIDED (SEC. 9.35.080)

TOTAL (PRIVATE + COMMON) OPEN SPACE REQUIRED

31. CONTRACTOR TO PROVIDE COMPLYING PATH OF TRAVEL FROM ALL OCCUPIABLE AREAS TO A COMPLYING EXIT.

Is = 2 (PER CBC 2013 SEC. 506.3)

ALLOWABLE FLOOR AREA

-2.32

TOTAL

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.

30. ALL JOINTS AND OTHER OPENINGS THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED, OR OTHERWISE SEALED.

Is = 2 (PER CBC 2013 SEC. 506.3)

29.0

RATIO

24. SIGN CONTRACTOR TO OBTAIN SEPARATE APPROVALS AND PERMITS FROM GOVERNING AGENCIES FOR SIGNS.

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.

BASE ALLOWABLE: 12,000 SF (At )

* VISITOR PARKING TO BE PROVIDED AS A SHARED-USE WITH RETAIL/RESTAURANT PARKING USE

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.

25. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO FACE OF STUD CONCRETE, CONCRETE BLOCK, AND CENTERLINE OF STRUCTURAL STEEL COLUMNS.

60,865 > 43,043 THUS OK

MINUS 20% GSF

1 BEDROOM (1-D)

23. SHOULD DIMENSIONAL DISCREPANCIES BE DISCOVERED IN THE DRAWINGS, CONTRACTOR SHALL REPORT SAME TO ARCHITECT. DO NOT SCALE DRAWINGS.

4 (1 VAN ACCESSIBLE)

# UNITS / SF

600

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.

S-2 TO R-2

14. ALL WOOD TRIM SHALL BE BACK- PRIMED WITH A MINIMUM ONE (1) COAT PAINT PRIOR TO INSTALLATION.

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.

43,043

60,865

PARKING REQUIREMENTS

TC-MU ZONE REQUIRES 100 SF OF COMMON OPEN SPACE PER UNIT.

1 BEDROOM (1-A)

1 BEDROOM OR LESS : 1.5 PARKING SPACES PER UNIT

COMMON OPEN SPACE REQUIRED

UNIT TYPE

R-2 TO M

1 SERVICE SINK OR LAUNDRY TRAY

1 2

OCCUPANCY SEPARATIONS (CBC 2013)

OTHER

10. EXTERIOR FINISHES KEYED (HEXAGON SYMBOL) THROUGHOUT ON PLANS, ARE DESCRIBED (MATERIAL AND COLOR) ON EXTERIOR ELEVATIONS 11. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH NORMAL CHANNELS.

1.78

2.50 > 1.78 THUS OK

FEMALE

ROOM NAME ROOM NUMBER

20000

OTHER

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.

EQUIPMENT NUMBER

DEMOLITION NUMBER

IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION, IN ACCORDANCE WITH SECTION 1704 OF THE INTERNATIONAL BUILDING CODE.

S-2 GROUND FLOOR

1,800 SQFT / 30 = 60 (30 MALE & 30 FEMALE)

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.

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. 1

VARIANCE #: V14-0003

OCCUPANCY GROUP = GROUP A-2 w/ OCCUPANT LOAD FACTOR OF 30

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.

SYMBOLS / NOTES

1468 / 36000 = 0.04

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.

18. ALL MATERIALS AND WORK SHALL CONFORM TO LATEST GOVERNING BUILDING CODES AND REGULATIONS.

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.

1468

15. PROVIDE A CLASS III STANDPIPE SYSTEM THROUGHOUT THE STRUCTURES WITH 100' HOSE AND 30' STREAM IN ALL REQUIRED STAIRWAYS.

S-1

1ST BASEMENT

PROVIDED 4 PARKING SPACES

01 02

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.

RETAIL 101 (RESTAURANT) = 1,800 SQFT

COASTAL DEVELOPMENT PERMIT #: CDP14-0012

Date 1

CIVIL ENGINEER

20000 / 36000 = 0.56

Revision 1

SOIL ENGINEER

20000

CERTIFIED ACCESS SPECIALIST

S-2

GROUND LEVEL FUTURE T.I. RESTAURANT PLUMBING FIXTURE CALCULATION

10.31.16 12.14.16 04.05.17

12. EACH LOBBY SHALL HAVE A FLOOR PLAN AND UNIT NUMBERING SYSTEM FOR EMERGENCY USE.

1468 / 36000 = 0.04

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

KURT FISCHER STRUCTURAL ENGINEERING 17547 VENTURA BLVD, STE 302 ENCINO, CA 91316 TEL: 818-874-1445

1468

‐ ‐ ‐ ‐ ‐

M & A GABAEE, a California Limited Partnership 9034 SUNSET BLVD WEST HOLLYWOOD, CA 90069 TEL: 310-247-0900

S-1

2ND BASEMENT

CITY OF DANA POINT 33282 GOLDEN LANTERN, SUITE 209 DANA POINT, CA 92629-1805 TEL: 949-248-3547

TENTATIVE PARCEL MAP : VTPM15-0002

Date

SHORING ENGINEER

RATIO

Revision Description

OWNER

SQUARE FOOTAGE

JURISDICTION: CITY OF DANA POINT, CALIFORNIA

DEPARTMENT OF BUILDING & SAFETY

9. A SMOOTH SURFACE SHALL BE PROVIDED TO THE MAIN ENTRY FOR FD EMERGENCY USE.

PLUMBING FIXTURE CALCULATION (2013 CPC)

OCCUPANCY GROUP

CBC 2013

Date

PROJECT DIRECTORY

8. ALL FLOOR LEVELS BELOW GRADE SHALL HAVE A SMOKE CONTROL SYSTEM INSTALLED. MEET REQUIREMENTS OF THE BUILDING CODE CHAPTERS AS PROPRIATE.

11. AN ADDRESS VIEWABLE & LEGIBLE FROM THE PUBLIC WAY SHALL BE PROVIDED AS APPROVED BY OCFA.

PROPOSED DEMOLITION OF AN EXISTING TWO STORY WOOD-FRAMED MULTI-TENANT RETAIL STRUCTURE ALONG WITH REMOVAL OF EXISTING SURFACE PARKING LOT AND RELATED SITE CLEARING. PROPOSED NEW DEVELOPMENT INCLUDES TWO LEVELS SUBTERRANEAN PARKING, GROUND LEVEL MULTI-TENANT RETAIL / MERCANTILE / RESTAURANT USES BENEATH A CONCRETE PODIUM DECK, AND TWO LEVELS OF RESIDENTIAL UNITS ABOVE THE PODIUM (39 TOTAL). PROJECT REQUIRES LOT MERGER BETWEEN PARCEL 1 AND PARCEL 2 (LOT 10, BLOCK P, TRACT NO. 573), REFER TO SITE SURVEY FOR MORE INFORMATION.

2013 AMERICAN WITH DISABILITIES ACT (ADA) STANDARDS

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.

10. ALL EXTERIOR DOORS SHALL KEYSETS AND HANDLES.

SCOPE OF WORK

OCCUPANCY GROUP

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

BUILDING CODE ANALYSIS (2013 CBC)

MEZZANINE FLOOR (1.5)

RESIDENTIAL

SECOND FLOOR (02)

RESIDENTIAL

13,132

THIRD FLOOR (03)

RESIDENTIAL

13,330

9,670

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

PROJECT INFORMATION 6" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ PROPOSED ZONING FLOOR AREA (SF)

43,043

PROPOSED FAR

1.78

SHEET NUMBER:

G‐1.01

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

FOR REFERENCE ONLY

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

SURVEY (SHOWN FOR REFFERENCE ONLY) ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

G‐1.02

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

FOR REFERENCE ONLY

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

SURVEY (SHOWN FOR REFFERENCE ONLY) ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

G‐1.03

10.31.16 12.14.16 04.05.17

SCALE : 3/32" = 1'-0"

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

Revision Description

Date

‐ ‐ ‐ ‐ ‐

CHAPTER 5, TABLE 503, BASED ON CBC CHAPTER 5, TABLE 503, THE BASIC ALLOWABLE HEIGHT FOR R-2 OCCUPANCY, TYPE VA CONSTRUCTION IS 50 FEET ABOVE GRADE PLANE. ADDITIONAL HEIGHT AND STORY INCREASES ARE ALLOWED WITH THE USE AUTOMATIC FIRE SPRINKLERS IN ACCORDANCE WITH NFPA 13.

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

FOR REFERENCE ONLY

SHEET TITLE:

SITE SETBACK (SHOWN FOR REFFERENCE ONLY) ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

G‐1.04

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

CONDITIONS OF APPROVAL 3/32" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

G‐1.05

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

CONDITIONS OF APPROVAL 3/32" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

G‐1.06

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

CONDITIONS OF APPROVAL 3/32" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

G‐1.07

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

CONDITIONS OF APPROVAL 3/32" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

G‐1.08

provide solid blocking to withstand 250 lb/ft in shear bending and tension 1\"

5" DIA.

NOTE: 3"

R10"

68.0

h.c . grab bar

HEIGHT CLEARANCE

2. BACKGROUND PAINTED BLUE, EQUAL TO COLOR #15090 IN FED. STD. 595A

10"

MINIMUM OF KNEE

1. SYMBOL PAINTED HIGHWAY WHITE (TWO COATS)

93.00°

3. SYMBOL MEASURES 3'-0" SQUARE

3\"

ceramic tile

3" WIDE WHITE PAINTED BORDER

green board , typ . 27"MIN

27" MIN . 34" MAX .

6-1/2" MAX . DEPTH OF SINK

TABLE

COUNTER HEIGHT:

MAXIMUM HEIGHT OR RIM TO COUNTER

ACCESSIBLE

GRAB

28"MIN

19" ABSOLUTE OF KNEE/TOE

30" X 48" MINIMUN CLEAR SPACE FOR FRONT APPROACH

stud wall framing

BAR

ACCESSIBLE

TO 34"MAX

DEPTH CLEARANCE 19"MIN.

30"MIN

SINK

11B-703.7.2.1 International Symbol of Accessibility. The International Symbol of Accessibility shall comply with Figure 11B-703.7.2.1. The symbol shall consist of a white figure on a blue background. The blue shall be Color No. 15090 in Federal Standard 595B. Exception: The appropriate enforcement agency may approve other colors to complement décor or unique design. The symbol contrast shall be light on dark or dark on light.

ACCESSIBLE COUNTER

INTERNATIONAL

‐ ‐ ‐ ‐ ‐

11/2"

1\"

SYMBOL

OF ACCESSIBILITY

60" MIN .

mirror MEN

WOMEN

MEN

UNISEX

RESTROOMS

CL .

60" MIN

36" S .S . GRAB BAR

1'-5" min .

1'-6"

HANDICAPPED ACCESIBLE RESTROOM ON FIRST FLOOR

REQUIRED CLEAR FLOOR SPACE

CL . MAX

1'-6" 2

32" MIN .

ACCESSIBLE

MEN

SINK - WALL

MOUNTED

Date

UPPER CASE CHARACTERS CORRESPONDING GRADE II BRAILLE 1'-10"

2'-0"

VIEW

2% MAX . SURFACE SLOPE

18"

FLEXIBLE SHOWER SPRAY HOSE . MIN. 60" LONG

17-19"

8" min . knee clearance

2'-3" min.

2'-8" or 34" max

3/4" plywood brace 3'-6" o .c . max

VIEW

SINGLE-LEVER MIXING VALVE

8" COVE TILE BASE

SHOWER HEAD

CUPS

SANITARY NAPKINS

DRYER

TOWELS

WASTE

1'-0"

4'-0"

provide blocking for countertop bracing as needed

WASTE & TOWELS

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

33"-36"

PAPER HOLDER

3'-6"

DETAIL

3/4" countertop

BAR

33-36"

IDENTIFICATION SYMBOLS

42" GRAB

48" MAX.

36" GRAB BAR

3/4" splashguard

Date 1

Date

5' -0 "

2'-8" or 34" max

PLUMBING WALL (Where applicable)

01 02

LETTERING RAISED 1/32"

SHOWER SPRAY UNIT THAT CAN BE USED BOTH AS FIXED SHOWER HEAD AND AS A HANDHELD UNIT .

HEIGHT OF LETTERING 5/8" MIN . TO 2" MAX .

60"

Revision 1

MEN

OUTWARD SWING SELF- CLOSING DOOR W/ "U" SHAPE HANDLE & LATCH

6" max . toe clearance

34" MIN

DOOR-MOUNTED SIGNAGE

VIEW

60" MIN

WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR-SWING . MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR

2'-8" or 34" max

NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR-MOUNTED SIGNAGE .

8" COVE TILE BASE

9" min

DOOR MOUNTED SIGNAGE (TYP.)

2'-3" min.

12"

NOTE: WATER CONTROLS TO BE MOUNTED BETWEEN 18" - 24" FROM SEAT MOUNTING WALL 28" MIN

24" MIN

12"

MIN

10.31.16 12.14.16 04.05.17

min . knee clearance 12"

33"-36"

HAND-HELD SPRAYER UNIT TO BE MOUNTED WITHIN 27" FROM SEAT MOUNTING WALL

48"

42" MIN .

Revision Description

WALL-SIGNAGE (TYP.)

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

MAX 40"

TOILET

ROOM ACCESSORIES

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

47"-49"

max . toe clearance

. min 9"

3'-4"

SHEET TITLE:

18"

finish floor VIEW

1'-7" min .

ACCESSIBLE

SINK

- COUNTERTOP

ACCESSIBLE

W .C.

ACCESSIBLE

ACCESSIBILITY NOTES

SHOWER

•

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:

•

Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and

•

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

•

Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.

3/16" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐0.1

3 17" MIN .

CURB RAMP REQUIRED WHEN WALK IS AT DIFFERENT LEVEL THAN PARKING ELEVATION

PULL SIDE

UNAUTHORIZED

VEHICLES

PARKED IN DESIGNATED

60" MIN

24" MIN

18" MIN

HANDICAP PARKING SIGN (TYP)

CLEAR AT EXTERIOR DOORS

4' MIN.

ACCESSIBLE

4' MIN .

NOT

SPACES

LETTERING

SIGN

MUST

A MINIMUM

DISPLAYING

1" IN HEIGHT

DISTINGUISHING PLACARDS OR

CLEAR AT INTERIOR DOORS

LICENSE FOR

ISSUED

ACCESSIBLE AISLE

22" MIN

WITH BE

TOWED

AT OWNER'S

HANDICAP PARKING SIGN (TYP)

18' MIN .

INTERNATIONAL SYMBOL OF ACCESSIBILITY STALL EMBLEM

PERSONS DISABILITIES

MAY

18' MIN .

PLATES

TOWED BE

AWAY

EXPENSE

VEHICLES

MAY

RECLAIMED

(Address)

PUSH SIDE

TYPICAL SYMBOL

(Telephone

5' MIN.

9' MIN.

9' MIN . 12" MIN

NOTE: ACCESS AISLE AT "VAN ACCESIBLE" DOUBLE PARKING STALLS MUST BE 8' WIDE MINIMUM

9' MIN .

5' MIN .

TELEPHONING Number)

APPROPRIATE INFORMATION

8' MIN. AISLE WIDTH REQUIRED AT "VAN ACCESSIBLE" PARKING SPACES

MUST SIGN

BE INCLUDED (MINIMUM

‐ ‐ ‐ ‐ ‐

48" MIN

PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER

3" MIN .

OF 1"

IN HEIGHT)

NOTE THAT RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING/UNLOADING ZONES , PARKING SPACES OR VEHICULAR TRAFFIC LANES

FINE $250

VAN ACCESSIBLE

SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE

36" MIN

NOTE: DETECTABLE WARNING STRIPS TO BE DSA APPROVED PER CBC 1133B .8.5 AND APPROVED BY CITY OF SANTA BARBARA BUILDING DEPT. PRIOR TO INSTALLATION

0.2" HT. TAPERED EDGES WHERE EXPOSED

36" TYPICAL SECTION A-A

STALL EMBLEM

ACCESSIBLE PARKING SIGNAGE 3

GRATINGS

DETECTABLE WARNING PANEL NOT TO SCALE

48" MIN

234 234

STRIKE-AND PUSH-SIDE NOTE: REQUIRED AT BOTH INTERIOR AND CLEARANCES EXTERIOR DOOR LANDINGS MAY VARY

EXTERIOR

DOOR

...... .... . LETTERS AND NUMERALS SHALL BE RAISED 1/32" , UPPER CASE , SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE . RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH , BUT NO HIGHER THAN 2"

PATH-OF-TRAVEL

PROJECT NAME:

VISTA DEL MAR 1/4"

PROJECT ADDRESS:

3/4"

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

LITERARY BRAILLE STANDARD DIMENTIONS:

CLEARANCES

DOOR SWING PATH

EXTERIOR

CORRESPONDING GRADE II BRAILLE

24" MIN

60" MIN

2% MAX . SLOPE ANY DIRECTION

REQUIRED CLEAR SPACE

LETTERING RAISED 1/32"

REQUIRED CLEAR SPACE

12"

RAMP

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

44' MIN .

60" MIN .

2% MAX . SLOPE ANY DIRECTION

PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL SIDE ADJACENT TO THE LATCH OF THE DOOR . MOUNTING LOCATION MUST ALLOW WITHOUT A PERSON TO APPROACH ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR

ROOM IDENTIFICATION SIGNAGE

DOT DIAMETER

0.059 INCHES

INTER-DOT

0.090 INCHES

SPACING

HORIZONTAL SEPARATION BETWEEN CELLS

0.241 INCHES

VERTICAL BETWEEN

0.395 INCHES

SEPARATION CELLS

01 02

WHITE SYMBOL OF ACCESSIBILITY TO BE 36" HIGH BY 36" WIDE ON A BLUE BACKGROUND . MUST BE LOCATED IN STALL SO THAT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE (CENTERED AT ENTRANCE TO STALL RECOMMENDED)

36"

Revision Description

STALL EMBLEM

Date 1

DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE

NOTE: DETECTABLE WARNING STRIPS TO BE MIN. 36" WIDE X LENGTH OF REQUIRED ISLE. USE ARMOR CAST TILE OR EQUAL .

0.45" AT TOP 0.9" AT BASE

Revision 1

2.36" APART

80" MIN

AREA OF SIGN TO BE A MIN . OF 70 SQ . IN .

10.31.16 12.14.16 04.05.17

LONG DIRECTION PERPENDICULAR TO TRAVEL ROUTE OF

Date

SECTION

80" MIN . FOR FREE STANDING TO TOP OF WALKING SURFACE

MINIMUM

ONLY

36" MIN . FOR WALL MOUNTED TO TOP OF WALKING SURFACE

Date

NOTE:

PARKING ONLY

PARKING

Federal Yellow (Federal Color No. 33538)

TRUNCATED DOMES

REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL

SIGN

36" MIN. WIDTH

1/2 RADIUS BLUE WHITE

TOW AWAY

NOTE: IN ADDITION TO THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IDENTIFYING ACCESSIBLE PARKING SPACES , AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE SHALL STATE " MINIMUM FINE $250 .00 "

DIRECTION

1/2" MAX

DOUBLE ACCESSIBLE PARKING SPACE

80" MIN

PREDOMINANT

SINGLE ACCESSIBLE PARKING SPACE

2.36" APART

ACCESSIBLE DOOR CLEARANCES

SHEET TITLE:

1/4"

ACCESSIBILITY NOTES 3/16" = 1'-0"

GROOVED BORDER

DETAIL

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐0.2

1 1/2" ø galv . steel pipe handrails -aprox . 30'-0" long w/ ends returned within 1" of wall surface .

finished wall 1-1/4" to 1-1/2"max

ADA Notes HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE OPERABLE IN A SINGLE EFFORT BY LEVER TYPE HARDWARE , PANIC BARS, PUSH-PULL ACTIVATING BARS. OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE . LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS .

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

ALL ACCESSIBLE ENTRANCES SHOULD BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS , AS REQUIRED , TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS.

NO SEATING IS PROVIDED WITHIN TENANT SPACE .

CLEAR SPACE 60" IN DIAMETER AND 27" HIGH OR 56" BY 63" WITH 12" MAXIMUM INTRUSION AT THE DOOR .

44" WIDE ACCESS TO THE HANDICAPPED WATER COMPARTMENT .

IN A SINGLE PERSON FACILITY , SUFFICIENT SPACE FOR A 30" WIDE X 48" WHEELCHAIR TO ENTER AND CLOSE DOOR

48" DEEP SPACE IN FRONT OF WATER CLOSET COMPARTMENT .

10.

COMPARTMENT WITH 32" CLEAR TO SIDE WALL FROM TOILET OR 28" CLEAR TO A FIXTURE

11.

THE HEIGHT OF WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF THE TOILET SEAT

12.

FLUSH CONTROLS SHALL BE OPERABLE BY AN OCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OF 3LB.F. OR BY A REMOTE LOW VOLTAGE BUTTON . THE HANDLE OR BUTTON SHALL BE LOCATED SO THEY ARE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT .

verify existing blocking or stud WIDTH MUST BE MINIMUM OF 60" WITH OCCUPANCY OF 300 OR MORE

1" Ø GALV . STEEL PIPE SUPPORTS -& 2" x 5" PLATE AT WALL W/ 2 1/2" Ø ANCHOR BOLTS EA . SIDE INTO BLK'G (AT MASONRY WALLS USE 1/2" Ø EXPAN . BOLTS

1 1/2" MIN.

1" Ø GALV . STEEL PIPE

A CLEAR SPACE OF 30" WIDE X 48" DEEP IS REQUIRED AT THE LAVATORY

14.

MINIMUM CLEARANCE FROM BOTTOM OF LAVATORY APRON TO FLOOR IS 29".

15.

MINIMUM KNEE CLEARANCE UNDER LAVATORY TO BE 30" WIDE AND 8" DEEP AT TOP.

16.

MINIMUM TOE CLEARANCE UNDER LAVATORY 30" WIDE, 9" ABOVE FLOOR AND 17" DEEP FROM FRONT OF LAVATORY .

17.

HOT WATER SUPPLY AND DRAIN PIPING INSULATED OR COVERED .

18.

NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY .

19.

CONTROLS OPERABLE WITH ONE HAND WITH MAXIMUM ACTIVATING FORCE OF 5 LB.F.

20.

SELF CLOSING VALVES TO REMAIN OPEN A MINIMUM OF 10 SECONDS .

21.

ROUND GRAB BARS AT TOILIET COMPARTMENT , ONE AT SIDE 42" LONG MOUNTED 24" IN FRONT OF THE TOILET , ANOTHER AT REAR, 36" LONG, CENTERED ON TOILET . BOTH MOUNTED AT 33" HIGH.

22.

BAR TO BE 1-1/4" TO 1-1/2" DIAMETER WITH 1-1/2" CLEAR TO WALL .

INTERNATIONAL

23.

1/8" MINIMUM RADIUS AT ALL EDGES OF GRAB BARS.

SYMBOL

BAR AND MOUNTINGS SHOULD BE ABLE TO WITHSTAND 250 LBF IN BENDING , SHEAR AND TENSION .

ACCESSIBILITY

SIMILAR AT CONC . OR CONC . BLOCK . WALLS -SEE NOTE- .

1/4

(B) HANDRAIL

GUIDERAIL

DETAIL

4" x 4" D .F . BLK'G IN STUD WALLS

EXIT SIGNAGE

WALL

MOUNTED

HANDRAIL

(A) GUIDE

GUIDE

CURB

DETAIL

MINIMUM

THRESHOLD SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR . EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2, IF MORE THAN 1/4". THE LOWER 10" OF THE DOOR SHALL BE OF SMOOTH , PLANE SURFACES (NO RECESS OR TRAP) EXCEPT AT AUTOMATIC AND SLIDING DOORS .

33.

ALL REQUIRED EXIT DOORS SHALL HAVE 32" CLEAR OPENING AT 90 DEGREES (36" DOOR) .

34.

SPECIFY THAT ALL DOOR HADWARE SHALL BE OF THE LEVER OR PUSH TPYE, MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAX. EFFORT OF 8.5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS .

MATCH

12" MIN.

BACKGROUND

COLOR

BRAILLE LETTERS

12" MIN.

3/4" ROUND SOLID STOCK WROUGHT IRON SHAPED TO MATCH IRON RAILS AT RESIDENCE

ENTRANCE

BUILDING ENTRANCE(S) SHALL BE IDENTIFIED BY SIGN WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY . SHOW LOCATION ON PLAN. THE SYMBOL SHALL BE A WHITE FIGURE ON A BLUE BACKROUND .

STONE STAIRS SEE LANDSCAPE DETAILS

8" 1"CORNER RADIUS

1/2" = 1'-0"

ENTRANCE ACCESS SIGN

EXTERIOR

STAIR

HANDRAIL

EXTENSION AT BOTTOM OF RUN

EXTENSION AT TOP OF RUN

A - TREAD WIDTH X - THE MINIMUM HANDRAIL EXTENSION OF 12 INCHES PLUS THE WIDTH OF TREAD REQUIRED AT EACH BOTTOM RISER

Y - THE MINIMUM HANDRAIL EXTENSION REQUIRED AT EACH TOP RISER

HANDRAIL EXTENSIONS AT STAIRWAYS

Date 1

31.

3/4" SQUARE SOLID STOCK WROUGHT IRON W/ CAST IRON COLLAR

Revision 1

A PRIMARY ENTRANCE TO BUILDINGS SHALL BE MADE ACCESSIBLE TO THE HANDICAPPED .

SCREWS

30.

MOUNTING

Date

ENTRY DOOR HAS PRIVACY LATCH (PUSH BUTTON-LEVER RELEASE)

SQ .IN .

Revision Description

29.

SIZE:

HANDRAIL

TOILET PAPER DISPENSER TO BE WITHIN 12" OF FRONT OF TOILET .

60" A.F. SURFACE

28.

10'-0"

RAMP

WROUGHT IRON HANDRAIL SEE DETAIL ABOVE

34"-38" MAX.

TOWEL , SANITARY NAPKINS , SOAP DISPENSERS AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES WHICH ARE PROVIDED SHALL BE MOUNTED AT 40" MAXIMUM TO OPERABLE PART .

27" MAX.

27.

A _

34"-38" MAX.

MIRRORS WITH BOTTOM EDGE AT 40" MAXIMUM .

27" MAX.

26.

3'-0"

BARS SHOULD NOT ROTATE IN FITTING .

35.

AND

AND GRAPHICS

25.

32.

HANDRAILS MAY PROJECT INTO THE REQUIRED WIDTH A DISTANCE OF 3-1/2" FROM EACH SIDE OF A RAMP . OTHER PROJECTIONS , SUCH AS TRIM AND SIMILAR DECORATIVE FEATURES , MAY PROJECT INTO THE REQUIRED WIDTH 1-1/2" ON EACH SIDE

NOTE: HANDRAILS MUST EXTEND A MINMUM OF 12" OF LEVEL DISTANCE (PARALLEL TO LANDING SURFACE) BEYOND TOP OF AND BOTTOM OF THE RAMP ENDS BEFORE THEY ARE RETURNED

13.

24.

CURB OR BARRIER EDGE PROTECTION

‐ ‐ ‐ ‐ ‐

steel bar support brackets @ 4-0" 0.c.

RAMP SURFACE

PROVIDE READILY VISILBE , DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS ."

WIDTH

metal handrail

8 1/4"

33" TO

48" MIN .

< 4"

DOOR FRAME

6" LOW,\P8'-0" @DOOR\PHEAD

1 1/2" min .

LANDING

10.31.16 12.14.16 04.05.17

DOWN

LANDING

G IN ND LA

DOWN

LANDING

12"

01 02

X 12"

DOWN

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

NOTE: INNER HANDRAILS AT LANDINGS THAT DOUBLE BACK OR IMMEDIATELY TURN SHALL BE CONTINUOUS AND SHALL NOT EXTEND INTO OR PATH OF TRAVEL . LANDING

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

X: EXTENSION OF THE HANDRAIL SHALL BE TO THE TREAD WIDTH PLUS 12 INCHES EQUAL TO THE END OF THE LEVEL PORTION OF THE HANDRAIL .

ACCESSIBILITY NOTES 3/16" = 1'-0"

EXIT SIGN DETAIL

HANDRAIL EXTENSIONS AT STAIRWAYS

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐0.3

D3 xx

G1 xx

W&D

H1 xx

G2 xx

G3 xx

G3 xx W&D

W&D

A2 xx

STUDIO

BALC. 54 SF

451 SF

BALC. 54 SF

ONE BEDROOM 646 SF

BALC. 67 SF

ONE BEDROOM 646 SF

BALC. 67 SF

ONE BEDROOM 649 SF

BALC. 67 SF

‐ ‐ ‐ ‐ ‐

451 SF

STUDIO

W&D

DP NO.

60 60

Project Number

60 60 D

W&D W&D

W&D

ONE BEDROOM

BALC. 67 SF

644 SF

BALC. 58 SF

ONE BEDROOM 648 SF

BALC. 67 SF

ONE BEDROOM 739 SF

BALC. 68 SF

ONE BEDROOM 980 SF

BALC. 66 SF

1089 SF BALC. 83 SF

TWO BEDROOM

1184 SF BALC. 127 SF

TWO BEDROOM 1184 SF BALC. 127 SF

TOW BEDROOM

08/16/18

Date

W&D

60 W&D

Revision Description

W&D

Date

646 SF

ONE BEDROOM

30"

36" 34"

PULL SIDE

MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR

18"

34"

48" DIA. CIRCLE

48"

PUSH SIDE

44"

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

12"

PUSH SIDE

48" MIN.

CBC 1126A.3

18"

36" DIA. CIRCLE

PULL SIDE

36"

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

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

19" MIM.

30" X 48" CLR. SPACE

42"

30"

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

36"

24"

48"

CBC FIGURE 11A-8F

CBC 1132A.5.1 EXCEPTION 1

39"

CBC 1132A.5.1 EXCEPTION 1

39"

36"

60" DIA. CIRCLE

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

PROJECT NAME:

ADDITIONAL NOTES: LOCATION OF WINDOWS IN THE UNIT LAYOUT DIFFERS DEPENDING ON THE LOCATION OF THE UNIT IN THE PROJECT- REFER TO FLOOR PLANS

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

CARBON MONOXIDE ALARMS:

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

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.

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 .

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

UNIT ADA ACCESSIBILITY As indicated OWNER:

EXCEL PROPERTY MANAGEMENT INC.

SHEET NUMBER:

A‐0.4

3 37' - 2"

32' - 6"

15' - 6"

6' - 0"

20' - 3"

5' - 2"

17' - 6"

5' - 0"

16' - 2"

3' - 8" TRANSFORMER

17' - 6"

ADA VAN ACCESSIBLE

EXIT

6-8 A-0.3

EXIT 6-8 A-0.3

GROUND FLOOR - OCCUPANCY & TRAVEL ANALYSIS

12,298

S-2

200 GROSS

X - 01

400' - 0"

NOT APPLICABLE

GR - 02

1,800

A-2

15 NET

120

X - 02

250' - 0"

N/A

GR - 03

2,820

GR - 04

1,185

GR - 05 GR - 06

30 GROSS

X - 03

250' - 0"

N/A

C.1

105

30 GROSS

X - 04

250' - 0"

N/A

106

S-1

300 GROSS

X - 05

250' - 0"

N/A

289

15 NET

X - 06

250' - 0"

N/A

24' - 0"

6 -8 A-0.3

2' - 9"

285

24' - 0"

26' - 0"

C EXIT

ELEV.

24' - 0"

ELEV.

6 A-0.3 EXIT

GR - 06

X - 06

BI-FOLD DOORS

MAIL X - 05

GR - 05

E.1 GR - 03

GR - 02 17' - 7"

GR - 01

TOTAL TRAVEL DISTANCE

13' - 9"

COMMON PATH OF TRAVEL**

17' - 6"

MAX EXIT TRAVEL DISTANCE

1' - 3"

PATH [ X-## ]

24' - 9"

OCC. LOAD

121' - 6"

SQFT

OCC. LOAD FACTOR

GR - 01

" 28' - 0

ROOM #

OCC. GROUP

X - 01

X - 03

UP 5' - 6"

5' - 6"

X - 02

6 A-0.3

EXIT

18' - 0"

GR - 04

6 A-0.3

X - 04 6 A-0.3 6 A-0.3

EXIT

‐ ‐ ‐ ‐ ‐

GROUND FLOOR - EGRESS PLAN

16' - 2"

37' - 2"

32' - 6"

15' - 6"

6' - 0"

20' - 3"

17' - 6"

EXIT# 02

EXIT# 01

DN UP

X - 02

B1 - 02 B1 - 03 B1 - 04

910 1,282 160

B S-1 S-1

15 NET 300 GROSS 300 GROSS

61 4 1

400' - 0" 400' - 0"

X - 07

400' - 0"

X - 03

250' - 0"

X - 04 X - 05

250' - 0" 250' - 0"

65 65 3 138 122 78

103 179 40 178 192 110

CLEAR WIDTH

100 50

3' - 3"

C.1

CAPACITY

D ACTUAL USE

TYP. AISLE

RETAIL PARKING

X - 07

10% SLOPE REQUIRED MIN CLEAR HEIGHT 8' - 2" PROVIDED CLEAR HEIGHT 11' - 6"

ELEV.

24' - 4"

ELEV. 14' - 6"

B1 - 02 X - 05 EXH. DUCT SHAFT 15 Sq.ft

20% SLOPE

FAN ROOM SUPPLY 129 Sq.ft.

B1 - 04 4' - 2"

E.1 F

RESIDENTIAL PARKING

6' - 0"

34"

24' - 0"

26' - 0"

EXIT NUMBER

2' - 9"

EXIT

18 TOTAL RESIDENTIAL PARKING SPACES

10% SLOPE

X - 02

B1 - 01

Date

X - 01

TOTAL TRAVEL DISTANCE

B1 - 01

6 A-0.3

24' - 0"

101

COMMON PATH OF TRAVEL**

13' - 9"

200 GROSS

MAX EXIT TRAVEL DISTANCE

17' - 6"

S-2

PATH [ X-## ]

REQUIRED MIN CLEAR HEIGHT 8' - 2" PROVIDED CLEAR HEIGHT 10' - 6"

1' - 3"

20,288

LEGEND

24' - 9"

B1 - 01

SQFT

OCC. LOAD

EXIT

151' - 10"

121' - 6"

ROOM #

OCC. LOAD FACTOR

6 A-0.3

OCC. GROUP

101

EXIT

1ST BASEMENT FLOOR - OCCUPANCY AND TRAVEL ANALYSIS

220

8' - 0"

17' - 6"

44"

220

REQUIRED MIN CLEAR HEIGHT 7' - 6" PROVIDED CLEAR HEIGHT 8' - 2"

26 TOTAL RETAIL PARKING SPACES

OSA .DUCT SHAFT 17 Sq.ft

Date 1

X - 01

Date

1ST BASEMENT FLOOR- EGRESS PLAN

3 37' - 2"

32' - 6"

6 15' - 6"

6' - 0"

20' - 3"

17' - 6"

A EXIT# 02

17' - 6"

EXIT #01

44 220 66

44" 220

UP EXIT

EXIT

151' - 10"

B2 - 03 B2 - 04 B2 - 05

910 909 160 167

15 NET

X - 03

250' - 0"

S-1

300 GROSS

X - 04

250' - 0"

S-1

300 GROSS

X - 05

250' - 0"

S-1

300 GROSS

X - 06

250' - 0"

138

179 178

138

196

110

120

144

24' - 4"

ELEV.

200

'-1 "

B2 - 02

VISTA DEL MAR

ELEV.

0' - 6"

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

X - 05 OSA .DUCT SHAFT 15 Sq.ft

9' - 2"

B2 - 04 STORAGE 189 Sq.Ft

SHEET TITLE: X - 02

B2 - 01

B2 - 05

G STORAGE 909 Sq.Ft X - 04

REQUIRED MIN CLEAR HEIGHT 7' - 6" PROVIDED CLEAR HEIGHT 8' - 0"

X - 01 X - 03

X - 06

PROJECT NAME:

PROJECT ADDRESS:

E.1 F

47 TOTAL RESIDENTIAL PARKING SPACES

400' - 0"

C.1

TYP. AISLE

X - 02

103

24' - 0"

B2 - 01

6 A-0.3

1' - 0"

400' - 0"

2' - 9"

X - 01

13' - 9"

101

15' - 9"

B2 - 02

200 GROSS

17' - 6"

S-2

TOTAL TRAVEL DISTANCE

1' - 3"

20,288

COMMON PATH OF TRAVEL**

REQUIRED MIN CLEAR HEIGHT 7' - 6" PROVIDED CLEAR HEIGHT 8' - 0"

24' - 9"

B2 - 01

MAX EXIT TRAVEL DISTANCE

18' - 0"

SQFT

PATH [ X-## ]

121' - 6"

ROOM #

OCC. LOAD

26' - 0"

2ND BASEMENT FLOOR - OCCUPANCY AND TRAVEL ANALYSIS OCC. LOAD FACTOR

101

6 A-0.3

OCC. GROUP

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

3' - 8"

16' - 2"

01 02

Revision 1

REQUIRED MIN CLEAR HEIGHT 7' - 6" PROVIDED CLEAR HEIGHT 8' - 0"

B1 - 03 X - 04

11' - 0"

18' - 0"

10.31.16 12.14.16 04.05.17

Revision Description

X - 03

EGRESS AND OCCUPANCY PLAN 1/16" = 1'-0"

B2 - 03

ARCHITECT:

____

PROJECT NUMBER:

‐ SHEET NUMBER:

2ND BASEMENT FLOOR- EGRESS PLAN

A‐0.5

16' - 2"

37' - 2"

32' - 6" 24' - 8"

MEZZANINE FLOOR - OCCUPANCY & TRAVEL ANALYSIS

250' - 0"

40 59

640

R-2

200 GROSS

X - 03

250' - 0"

125

L - 104

640

R-2

200 GROSS

X - 04

250' - 0"

576

S-1

300 GROSS

X - 07

250' - 0"

L - 117

465

S-1

300 GROSS

X - 08

250' - 0"

L - 118

127

15 NET

X - 09

250' - 0"

S-1

300 GROSS

L - 121

3' - 7"

X - 06

L - 105

STORAGE

6 A-0.3

EXIT

X - 07 6 A-0.3

EXIT

MAIN TELECOM ROOM

LOBBY

TRASH CHUTE

L - 115

8' - 10"

X- 10

9' - 0"

L - 118

L - 116

STORAGE RESIDENTIAL STORAGE

ELEV.

L - 119

X- 09

L - 117

X- 11 X - 08 ELEV.

D E E.1

RESIDENTIAL AMENITY

RESIDENTIAL LOBBY BELOW

1,024 Sq.ft L - 120

NOT FOR OCCUPANT USE

X - 12

STAIR #3

X - 10

250' - 0"

104

X - 11

250' - 0"

L - 120

749

15 NET

X - 12

250' - 0"

L - 121

615

100 GROSS

X - 13

250' - 0"

N/P

UP LIN E

1,893

L - 104

PR OP ER TY

L - 119

X - 05

UNIT 1-C 640 Sq.ft.

EXIT

24' - 9"

L - 116

X - 04

UNIT 1-B 640 Sq.ft.

L - 103

L - 102

71 42

X - 03

UNIT 1-A 640 Sq.ft.

6 A-0.3

21' - 10"

13' - 9"

X - 02

UNIT 1-B 640 Sq.ft.

L - 101

6 A-0.3

X- 13

17' - 6"

X - 06

250' - 0"

X - 01

UNIT 1-A 640 Sq.ft.

EXIT

1' - 0"

1' - 3"

X - 05

4' - 0"

300 GROSS

44" 220

6' - 9"

S-1

200 GROSS

STAIR #1

7' - 3"

270

R-2

24' - 8"

(E) TRANSFORMER

LEASING OFFICE

121' - 6"

L - 115

640

9 17' - 6"

5' - 0"

C.1 L - 105

PROPERTY LINE

17' - 6"

220

100

L - 103

24' - 8"

20' - 3"

5' - 0"

X - 02

250' - 0"

6' - 0"

X - 01

6' - 0"

28' - 0"

200 GROSS

EXIT# 02

9' - 2"

R-2

200 GROSS

24' - 8"

EXIT# 01

PROPERTY LINE

640

R-2

TOTAL TRAVEL DISTANCE

26' - 0"

L - 102

640

PATH [ X-## ]

COMMON PATH OF TRAVEL**

15' - 6"

LINE ERTY PROP

L - 101

SQFT

OCC. LOAD

MAX EXIT TRAVEL DISTANCE

PROPERTY LINE

STAIR #2

2' - 9"

ROOM #

OCC. GROUP

OCC. LOAD FACTOR

32' - 6"

24' - 8"

PROPERTY LINE

‐ ‐ ‐ ‐ ‐

TY LINE PROPER

MEZZANINE FLOOR - EGRESS PLAN

1 2ND FLOOR - OCCUPANCY AND TRAVEL ANALYSIS

3 37' - 2"

29' - 0"

X - 21

108

250' - 0" 250' - 0"

89 72 68

EXIT

108 130 74

C C.1 D

E EXIT NUMBER

L - 213

644

R-2

300 GROSS

X - 13

250' - 0"

100

L - 214

640

R-2

300 GROSS

X - 14

250' - 0"

X - 13

6 A-0.3

EXIT

UNIT 1-F 640 Sq.ft. L - 214

X - 08 UNIT S-A 455 Sq.ft.

UNIT 1-D 640 Sq.ft.

L - 208

UNIT 1-D 640 Sq.ft.

L - 209

L - 210

X - 09

X - 10

UNIT 1-D 640 Sq.ft.

UNIT S-B 459 Sq.ft.

L - 211

L - 212

X - 12

5' - 0"

X - 14

X - 11

UNIT 2-B 1,081 Sq.ft. L - 207

X - 07

X - 15 6 A-0.3

STAIR #4

6 A-0.3

A-9.1

EXIT

E.1

34"

EXIT

TRASH CHUTE

17' - 6"

LEGEND

EXIT

6 A-0.3

EXIT

CLEAR WIDTH

F CAPACITY

UNIT 1-G 734 Sq.ft. 5' - 0"

L - 215

STAIR #3

LAP POOL 4' DEPTH

ACTUAL USE

210 SF

UNIT T-A 547 Sq.ft.

UNIT T-B 547 Sq.ft.

L - 216

L - 217

L - 218

L - 219

X - 16

X - 17

X - 18

X - 21

X - 19

X - 20 12' - 0"

23' - 9"

23' - 6"

23' - 9"

Date

TY LINE PROPER

2ND FLOOR- EGRESS PLAN

ROOM #

SQFT

OCC. GROUP

OCC. LOAD FACTOR

1 OCC. LOAD

PATH [ X-## ]

MAX EXIT TRAVEL DISTANCE

COMMON PATH OF TRAVEL**

TOTAL TRAVEL DISTANCE

16' - 2"

37' - 2"

29' - 0"

975

R-2

300 GROSS

X - 01

250' - 0"

109

164

32' - 6" 24' - 8"

32' - 6"

24' - 8"

PROPERTY LINE

L - 301

6 15' - 6"

24' - 8"

6' - 0"

24' - 8"

20' - 3"

9 17' - 6"

24' - 8"

15' - 10"

STAIR #1

PROPERTY LINE

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

3RD FLOOR - OCCUPANCY AND TRAVEL ANALYSIS

EXIT# 01 44"

L - 302

640

L - 304

640

L - 305

640

R-2 R-2 R-2 R-2

300 GROSS

X - 02

250' - 0"

135

X - 03

300 GROSS

X - 04

250' - 0"

135

184

300 GROSS

X - 05

250' - 0"

300 GROSS

250' - 0"

111

157

X - 01 X - 02

X - 03

L - 307 L - 308 L - 309 L - 310 L - 311 L - 312

640

R-2

1,081

R-2

455 640 640 640 459

R-2 R-2 R-2 R-2 R-2

300 GROSS 300 GROSS 300 GROSS 300 GROSS 300 GROSS 300 GROSS 300 GROSS

2 4 2 2 2 2 2

X - 06 X - 07 X - 08 X - 09 X - 10 X - 11 X - 12

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

30 92 99 120 138 55 24

71 162

UNIT 1-B 640 Sq.ft.

UNIT 1-C 640 Sq.ft.

L - 302

L - 303

L - 304

L - 305

L - 306

EXIT 6 A-0.3

UNIT 2-A 975 Sq.ft L - 301

EXIT

C.1

L - 313 L - 314 L - 315

644 640 734

R-2 R-2 R-2

300 GROSS

X - 13

250' - 0"

D E E.1

60"

UNIT S-A 455 Sq.ft. L - 308

300 16

X - 15

250' - 0" 250' - 0"

32 32

72 101

L - 316

596

R-2

300 GROSS

X - 16

250' - 0"

L - 317

596

R-2

300 GROSS

X - 17

250' - 0"

112

L - 318

596

R-2

300 GROSS

X - 18

250' - 0"

134

158

L - 319

596

R-2

300 GROSS

60" 300

X - 19

250' - 0"

UNIT 1-D 640 Sq.ft. L - 309 X - 09

G H

PROJECT NAME:

L - 314

X - 08

EXIT# 03

UNIT 1-D 640 Sq.ft. L - 310 X - 10

UNIT 1-D 640 Sq.ft. L - 311

UNIT S-B 459 Sq.ft.

VISTA DEL MAR

X - 12 5' - 0"

L - 312

X - 14

X - 11

UNIT 2-C 1,081 Sq.ft.

PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

L - 307

X - 07 X - 15 6 A-0.3

STAIR #4 6 A-0.3

EXIT

SHEET TITLE:

EXIT

36' - 4"

X - 14

X - 13

UNIT 1-F 640 Sq.ft.

EXIT

TRASH CHUTE

L - 313

6 A-0.3

UNIT 1-G 734 Sq.ft.

STAIR #3

EXIT# 03

UNIT 1-E 644 Sq.ft.

6 A-0.3

191

X - 06 05

UNIT 1-A 640 Sq.ft.

EXIT

140 170

X - 05

UNIT 1-B 640 Sq.ft.

6 A-0.3

L - 306

X - 04

UNIT 1-A 640 Sq.ft.

LINE ERTY PROP

L - 303

640

220

L - 201

1' - 3"

130

L - 213

6 A-0.3

85 104

UNIT 2-A 975 Sq.ft

26' - 0"

UNIT 1-E 644 Sq.ft.

6 A-0.3

01 02

X - 20

250' - 0"

Date 1

X - 19

250' - 0"

L - 206

L - 205

Revision 1

X - 18

250' - 0"

L - 204

X - 06 UNIT 1-C 640 Sq.ft.

300 GROSS

X - 17

250' - 0"

L - 203

X - 05 UNIT 1-A 640 Sq.ft.

10.31.16 12.14.16 04.05.17

R-2

300 GROSS

X - 16

6' - 10"

547

R-2

300 GROSS

2' - 9"

547

R-2

300 GROSS

X - 04 UNIT 1-B 640 Sq.ft.

L - 202

13' - 9"

547

R-2

X - 03 UNIT 1-A 640 Sq.ft.

LIN E

547

X - 02 UNIT 1-B 640 Sq.ft.

L - 315

LIN E

250' - 0"

152

PR OP ER TY

X - 12

220

LAP POOL 4' DEPTH

UNIT T-A 596 Sq.ft.

UNIT T-B 596 Sq.ft.

L - 316

L - 317

L - 318

L - 319

X - 16

210 SF

X - 17

PR OP ER TY

250' - 0"

5' - 4"

300 GROSS

X - 11

3' - 7"

R-2

250' - 0"

20' - 0"

459

300 GROSS

X - 10

250' - 0"

X - 15

6' - 10"

L - 212

R-2

X - 09

250' - 0"

L - 219

36' - 2"

640

300 GROSS

X - 08

250' - 0"

L - 218

300 GROSS

X - 01

24' - 9"

L - 211

R-2

300 GROSS

X - 07

250' - 0"

142

L - 217

R-2

220

18' - 0"

640

R-2

300 GROSS

X - 06

250' - 0"

101

117

L - 216

734

17' - 6"

L - 210

640

R-2

300 GROSS

X - 05

250' - 0"

L - 215

26' - 0"

L - 209

455

R-2

300 GROSS

X - 04

250' - 0"

130

STAIR #1

PROPERTY LINE

44"

2' - 9"

L - 208

1,081

R-2

300 GROSS

X - 03

250' - 0"

17' - 6"

EXIT# 01

13' - 9"

L - 207

640

R-2

300 GROSS

X - 02

250' - 0"

20' - 3"

24' - 8"

17' - 6"

L - 206

640

R-2

300 GROSS

X - 01

6' - 0"

24' - 8"

PROPERTY LINE

1' - 3"

L - 205

640

R-2

300 GROSS

15' - 6"

24' - 8"

TOTAL TRAVEL DISTANCE

32' - 6"

24' - 8"

Date

COMMON PATH OF TRAVEL**

32' - 6" 24' - 8"

Revision Description

MAX EXIT TRAVEL DISTANCE

121' - 6"

L - 204

640

R-2

300 GROSS

9' - 0"

PATH [ X-## ]

121' - 6"

L - 203

640

R-2

LINE ERTY PROP

L - 202

975

5' - 4"

OCC. LOAD

PROPERTY LINE

SQFT

OCC. LOAD FACTOR

PROPERTY LINE

ROOM #

OCC. GROUP

PROPERTY LINE

TOTAL TRAVEL DISTANCE

PROPERTY LINE

COMMON PATH OF TRAVEL**

36' - 2"

MAX EXIT TRAVEL DISTANCE

17' - 6"

PATH [ X-## ]

EXIT# 02

L - 201

24' - 9"

SQFT

OCC. LOAD

18' - 0"

ROOM #

OCC. LOAD FACTOR

2ND FLOOR - OCCUPANCY AND TRAVEL ANALYSIS 16' - 2"

OCC. GROUP

X - 18

X - 19

EGRESS AND OCCUPANCY PLAN 1/16" = 1'-0" ARCHITECT:

____

23' - 9"

TY LINE PROPER

23' - 6"

23' - 9"

PROJECT NUMBER:

‐ SHEET NUMBER:

3RD FLOOR - EGRESS PLAN

A‐0.6

Date 1 Revision 1 1 10.31.16 12.14.16 04.05.17 01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

Revision Description

Date

‐ ‐ ‐ ‐ ‐

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

UTILITY PLAN

3/16" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐0.7

‐ ‐ ‐ ‐ ‐

Date Revision Description

10.31.16 12.14.16 04.05.17

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

UTILITY PLAN/LETTER

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐0.7.1

‐ ‐ ‐ ‐ ‐

Date Revision Description

10.31.16 12.14.16 04.05.17

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

UTILITY PLAN

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐0.7.2

EXIT PASSAGEWAY

FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS

A-9.1 DN

FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS

‐ ‐ ‐ ‐ ‐

FIRE RATING PLAN - GROUND LEVEL A.OCFA final inspection required .Please schedule all inspections at least 48 hours in advance. Inspections canceled after 1 p.m. on the day before the scheduled date are subject to a re-inspection fee. Phasing of inspections may require additional fees, also. Call OCFA Inspection Scheduling at (714) 573-6150. B. Locations and classifications of extinguishers shall be in accordance with CFC 906 and CCR Title 19. Before final occupancy, at least one 2A:10B:C extinguisher shall be provided so that no point is more than 75’ travel distance from the extinguisher. Extinguishers shall be located along the path of egress travel and in a readily visible and accessible location. Additional extinguishers may be required by OCFA inspectors depending on project or site conditions and final placement is subject to their approval.

D. The project shall comply with 2016 California Building Code, 2016 California Fire Code, and other currently adopted codes, standards, regulations and requirements as enforced by the Orange County Fire Authority.

C. Wall, floor and ceiling finishes and materials shall not exceed the flame spread classifications in CBC Table 803.11. Decorative materials shall be properly treated by a product or process approved by the State Fire Marshal with appropriate documentation provided to the OCFA. Such items shall be approved and inspected by the OCFA prior to installation.

EXIT PASSAGEWAY

E. The exit path shall be clearly identified with exit signs conforming to CBC 1013. Illuminated exit signs must have 90-minute emergency power back-up Tactile signs shall conform to 1117B.5.a,be located 5’ above finish floor level and, whenever possible, on the strike side of the door. F. The exit path shall be illuminated at all times in accordance with CBC 1006. Emergency lighting shall be provided with 90-minute backup.

EXIT PASSAGEWAY

G. Occupant load sign, with minimum one-inch letters / numbers shall be posted near the main exit. H. Panic hardware shall be provided for all exit and exit access doors in assembly occupancies. Such doors shall swing in the direction of exit travel.

I.in area without fixed seats, minimum aisle widths shall be 44 inches for seating on both sides of the aisle or 36 inches for seating on one side of the aisle. J .At the time of review of these plans, no decorative materials were present that require flame retardant treatment and certification. Should decorative materials be installed in the future, such materials shall be properly treated by product or process approved by the SFM with appropriate documentation provided to OCFA.

FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS

K. open flame in assembly areas is prohibited except as specifically permitted by the OCFA in compliance with CFC 1109.8. L. All interior wall and ceiling finish shall comply with CBC 803 and shall be approved prior to application,

FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS

EXIT PASSAGEWAY

A-9.1

EXIT PASSAGEWAY

Revision 1 1

EXIT PASSAGEWAY

OCCUPANCY SEPARATION EXIT PASSAGEWAY

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

FIRE RATING PLAN - LEVEL 2

10.31.16 12.14.16 04.05.17

FIRE RATING PLAN - LEVEL P1

Date

Revision Description

Date

FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS

Date 1

FIRE RATING PLAN - LEVEL 3

[1] HOUR SHAFT ENCLOSURE PROJECT NAME:

VISTA DEL MAR

[2] HOUR SHAFT ENCLOSURE [1] HOUR RATING

PROJECT ADDRESS:

[2] HOUR RATING FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS

EXIT PASSAGEWAY

[3] HOUR RATING

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

•

Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and

•

Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.

FIRE RATING ANALYSIS 1/16" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

FIRE RATING PLAN - LEVEL P2

FIRE RATING PLAN - MEZZANINE

A‐0.8

F I C C I P A

(E) FIRE HYDRANT

PAC

37' - 2"

32' - 6"

6' - 0"

LINE OF BUILDING ABOVE

T.O.W. 4' ABOVE ADJACENT PROPERTY GRADE

20' - 3"

RETAIL ADA

19' - 6"

3' - 0"

(E) TRANSFORMER

C11

C10

C09

C08

C07

C06

C05

C04

C03

C01 8' - 0"

4' - 9"

PUBLIC ADA

1.86%

152.00 ft

F.F

5' - 0"

RAMP SLOPE

20' - 0"

C14

C15

C16

22' - 6"

(E) ELEC. UTILITY TO REMAIN

EXIT

C18

72" x 60"

T.O.W 151.15' T.O.W. 150.15'

TRAV EL A DA P ATH O F

150.75 ft

6’X6’X2.5’ MODULAR WETLAND DOWNSPOU T BOX

60"x72" CLEAR LANDING

STORAGE (S-1) 149.29 ft

294 SF

72"x72" CLEAR LANDING

F.F DRAIN

(E) ELEC. VAULT TO REMAIN (E) TRANSFORMER TO REMAIN

4" GW.UP

147.50 ft

3' -

5/ 8"

T.O.W. +150.15' T.O.W. +151.15'

RETAIL

9% SLOPE

101 GR - 02 1,800 SF

2,820 SF

(E) TRAFFIC PULL BOX

PLANTER FILTRATION EXIT

T.O.W. 148.7

147' - 11"

1,197 SF

F.F

F.H.

148' - 4"

F.F

147.50 ft

147.50 ft 4' - 10" EXIT

EXIT

PE SLO

PROPERTY LINE

T.O.W. 150.15'

EXIT

PLANTER FILTRATION

T.O.W. 150.15'

T.O.W. +152.5'

Date

PR R PE TY

TY LINE

EXISTING BUSSTOP LOCATION OUTLINE OF FOUNDATION WALL BELOW PROPOSED BUS-STOP LOCATION

(E) UTILITY BOX

(E) TRANSFORMER TO BE REMOVED (E) TRAFFIC PULL BOX TRUNCATED DOME AREA (E) ELEC. VAULT

S T R E E T

OUTLINE OF FOUNDATION WALL BELOW

(E) TRAFFIC PULL BOX

STREET OF THE GOLDEN LANTERN

O F

T H E

G O L D E N

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

E N LI

R PROPE

L A N T E R N No

10' - 0"

7' - 3"

T.O.W. 152.25' OUTDOOR DINING 138 SF

01 02

103 GR - 04

RETAIL

0' - 4"

3' - 3"

PR OP ER TY

LIN E

149' - 1"

1' - 4"

6' - 9"

4' - 0"

5' - 6"

36" FENCE DOOR

OUTDOOR HORIZONTAL WOOD PRIVACY FENCE TRUNCATED DOME AREA

147.83 ft

STAIR #3

Date 1

102 GR - 03

Revision 1

RETAIL

O SL

24' - 0"

8% SLOPE

10.31.16 12.14.16 04.05.17

FLOOR SLOPE

149.29 ft

O SL

0.34%

LINE OF 10'-0" EASEMENT

147.83 ft

OSA .DUCT SHAFT BELOW

P-2.1 DRAIN

% 12

T.O.W. 149.7'

O SL

8' - 0"

E.1

108

F.F

% 16

36" FENCE DOOR

METERS

72"x72" CLEAR LANDING

5.4%

O SL

T.O.W150.15' GR 149' - 05 - 0"GAS

68"x72" CLEAR LANDING

% .9 20

MAIL

Date

12' - 6"

C17

GR - 06

2" STEP

150.75 ft

6' - 11"

RETAIL TRASH

150.9' FS

T.O.W 151.15'

8' - 8"

149' - 11"

101

PATH-OF-TRAVEL

60"x60" CLEAR150.11 ft LANDING

11' - 9 3/4"

148.03 ft

151.15' FS

4' - 8"

1' - 0"

8.00%

12' - 0"

6' - 11"

RESIDENTIAL TRASH

C13

280 SF

RESIDENTIAL LOBBY

ADA RAMP

109

148.04 ft

.5 18

1' - 3"

C12

151.15' BASELINE

151.25' FS

TRUNCATED DOME AREA

RESIDENTIAL TRASH

8' - 11"

6' - 11"

24' - 9"

TRUNCATED DOME AREA

31' - 0"

LONG-TERM BIKE STORAGE

FIRE BACKFLOW

148.04 ft

TYP. AISLE

ENTRY DRIVE

PROPERTY LINE

LOADING ZONE

2' - 9" 13' - 9" 17' - 6"

water meter

A V E N U E

121' - 6"

6' - 5"

24' - 0"

149.28 ft

16' - 11"

RAMP SLO

5' - 0"

1' - 0"

5.74%

3' - 0"

24' - 0"

0' - 6"

F.F

SLOPE

8,732 SF

F.F

IVE

149.00 ft

GR - 01

1.37%

150' - 6"

Y DR ENTR

24' - 0"

SLOPE

6' - 2"0' - 4 3/4"8' - 11 3/16" 1' - 0"

C.1

8' - 0"

SAN JUAN AVENUE

J U A N

26' - 0"

18 COMMERCIAL PARKING SPACES

F.F

A Y H W H I G

9.09%

" 28' - 0

149.00 ft

F.F

INE RTY L

8" WIDE TRENCH DRAIN

150.50 ft

6' HIGH CEMENT BOARD FENCE & GATE

E PROP

1 A-7.0.2

8" WIDE TRENCH DRAIN

RESIDENTIAL TRASH ROOM

152' - 3"

4' - 5"

(E) ELEC. VAULT

3' - 3"

3' - 0"

EXIT

ADA VAN ACCESSIBLE C02

18' - 0"

STAIR #2

2' - 0 3/32"

1' - 6

S A N

T.O.W. 151.65'

8' - 0"

STAIR #1

3' - 0"

HIG

8' - 2"

10' - 0"

150.50 ft

A.2 9' - 4"

5' - 0"

PLANTER FILTRATION

FDC CONN.

PLANTER FILTRATION

T.O.W. 5'

5' - 2"

PROPERTY LINE

LANDSCAPE BACKFLOW

17' - 6"

5' - 2"

T.O.W. +2' T.O.W. 151.65'

DOMESTIC WATER BACKFLOW

15' - 6"

elec. vault

(E) TELEPHONE UTILITY TO REMAIN

32' - 6"

COA

16' - 2"

T A S C O

177' - 7"

Revision Description

IFIC

‐ ‐ ‐ ‐ ‐

PATH-OF-TRAVEL

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

SITE PLAN

1/8" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐1.0

D B

A-5.3

A-5.1

177' - 7" 37' - 2"

32' - 6"

15' - 6"

6' - 0"

20' - 3"

A-6.4

A-6.2

1' - 6"

A-7.0.1

PROPERTY LINE

PROPERTY LINE 1

17' - 6"

2' - 0"

16' - 2"

3' - 8"

A-7.0.2

8' - 2"

LINE OF TRANSFORMER ABOVE

STAIR #1

R65

R64

R63

R62

R61

R60

R59

R58

R57

R56

R55

R54

UP UP

1' - 0"

9' - 4"

PROPERTY LINE

A.2

16' - 8"

STAIR #2

3' - 8"

A1 09

A1 01

RESERVED

‐ ‐ ‐ ‐ ‐

TYP. AISLE

24' - 0"

RESERVED

26' - 0"

R53

LINE

A-5.0

128' - 0"

RTY

E PROP

REQUIRED MIN CLEAR HEIGHT 7' - 6" PROVIDED CLEAR HEIGHT 8' - 0"

R45

R44

A-6.2 3' - 2"

RESERVED

TRUNCATED DOME AREA

6' - 5"

1' - 0"

2' - 9"

A-7.3

RESERVED

4000# CAPACITY,GURNEY SIZE COMPLIANT PER CBC 3002.4a

13' - 9"

4000 CAPACITY

R51

R50

R49

R48

R47

R46

4000# CAPACITY,GURNEY SIZE COMPLIANT PER CBC 3002.4a 5' - 0"

1' - 0"

8' - 8"

1' - 0"

ELEV.

2 A-6.2

R42

ELEV.

A-5.4

R52

15' X 18' TURNAROUND AREA

A-7.3

RESERVED

C.1

R43

24' - 4" 14

4000 CAPACITY

R33

10" CONCRETE WALL

% .7 19

STORAGE 14

RESERVED

125 15' - 9"

187 SF

128.84 ft

128.00 ft

TRUNCATED DOME AREA

OSA .DUCT SHAFT ABOVE

24' - 9"

7.00%

A1 16 1' - 3"

ELEVATOR ROOM

124 198 SF C

128.84 ft

GREASE INTERCEPTOR

1' - 0"

R38 TY

1' - 0"

P-2.0

128.00 ft

4' - 7"

R39

P-4.0

12' - 0"

B1 09 1' - 0"

REQUIRED MIN CLEAR HEIGHT 7' - 6" PROVIDED CLEAR HEIGHT 8' - 0"

RESERVED

E OP SL

A-6.1

128' - 0"

24' - 0"

% .7 10

128.84 ft

E OP SL

E.1

RESERVED

LIN E

1' - 3"

E OP SL

B1 04

R40

Date

PR OP

CHAIN LINK FENCE WALL

A-5.2

4' - 0"

RESERVED

R29

R30

R31

R32

Date 1

R34

Revision 1

R35

Revision Description

R36

10 A-6.4

Date

R37 9' - 2"

R41

EXH. DUCT SHAFT ABOVE 18 Sq.ft

24' - 0"

RESERVED

PROPERTY LINE

0' - 6"

RESERVED

10.31.16 12.14.16 04.05.17

17' - 6"

RESERVED

121' - 6"

B1 10 14

G R27

R28

1' -

898 SF

4 57' - 7"

A-6.1

PROPOSED ENCROACHMENT AREA

2 A-6.0 1 A-6.0

3' - 4"

1' - 0"

1' - 3"

0' - 5"

7' - 3"

11' - 0"

01 02

16' - 9"

R26

A1 18

208

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

6' - 9"

STORAGE

A-6.0

TY LINE PROPER

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

SHEET TITLE:

WALL TYPES (A-10.2) 1

1-HR RATED, STC 52 2X4 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE 1-HR RATED, STC 54 2 LINES OF 2X4 STUDS, 16" O.C. SPACING 1" AIR GAP IN BETWEEN 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE 2-HR RATED, STC 58 2X4 STUDS, 16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE 2-HR RATED, STC 58 2 LINES OF 2X6 STUDS, 16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

FLOOR PLAN NOTES 5

1-HR RATED 2X4 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE EXTERIOR WALL W/ CEMENTITIOUS FIBER LAP SIDING BY JAMES HARDIE 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

10 7

EXTERIOR WALL W/ ZINC SHINGLE BY RHEINZINK OR EQUIVALENT 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENT PLASTER BOARD 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" THK PRECISION CMU FULLY GROUTED 2-HR RATED SEE STRUCTURAL

NON RATED AREA SEPARATION WALL EXTERIOR WALL W/ CEMENT PLASTER BD. 1-HR RATED, STC 52 6" METAL STUD, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENTITIOUS FIBER LAP SIDING BY JAMES HARDIE 2-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" CONCRETE WALL

EXTERIOR WALL W/ CEMENT PLASTER BOARD 2-HR RATED, STC 52 2X6 STUDS, 2X6 STUDS16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

12" CONCRETE WALL

6" CONCRETE WALL

3-HR RATED 2X4 STUDS 16" O.C. SPACING 3 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

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:

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

2ND BASENENT FLOOR PLAN 3/16" = 1'-0" ARCHITECT:

•

Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and

•

Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐2.0

D B

A-5.3

A-5.1

177' - 7" 16' - 2"

37' - 2"

32' - 6"

A-6.2

A-6.4

15' - 6"

6' - 0"

20' - 3"

2' - 0"

1' - 6"

3' - 8"

A-7.0.1 A-7.0.2

R22

R21

R20

R19

R18

R17

R16

R15

R14

R13

8' - 0"

DN A1 08 14

RESERVED

RESERVED ADA

RESERVED

TYP. AISLE

5' - 0"

138' - 0"

6' - 0"

24' - 0"

RESERVED

3' - 3"

6' - 5"

TRUNCATED DOME AREA

RESERVED

R06 VISITOR

8' - 8"

CHARGING STATION

138.00 ft 138.96 ft

TRUNCATED DOME AREA

EXT E.V. PARKING

% .7 10

3 REQUIRED MIN CLEAR HEIGHT 8' - 2" PROVIDED CLEAR HEIGHT 8' - 2"

E OP SL

138.97 ft

24' - 0"

138' - 0"

7.00% SLOPE

A1 17

5 A-6.1

12' - 0" B1 07

1' - 0"

C27

LIN E

138.96 ft

138.00 ft

PR OP

A-5.2

REQUIRED MIN CLEAR HEIGHT 7' - 6" PROVIDED CLEAR HEIGHT 7'-6"

5' - 6"

B1 11 14

2' - 4"

G 6' - 9"

STORAGE

C19

A1 19

C20

C21

C22

EXT

1' -

0.98%

107 19459 SF

4 A-6.1

A-6.0

PROPOSED ENCROACHMENT AREA

3' - 4"

1' - 0"

0' - 8"

1' - 0"

7' - 3"

11' - 0"

01 02

4' - 0"

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

4' - 7"

OSA .DUCT SHAFT 17 Sq.ft

Date 1

Revision 1

R01 E.V. PARKING

15' - 9"

A-6.4

Date

1' - 3"

E OP SL

4' - 2"

EXT

10" CONCRETE WALL

E OP SL

% 14

E OP SL

C23

% .8 19

% .7 16

B1 05

C24

B1 06

131

C25

R02 E.V. PARKING

10.31.16 12.14.16 04.05.17

C26

FANROOM EXHAUST

RESERVED

PROPERTY LINE

RESERVED

EXH. DUCT SHAFT 18 Sq.ft

17' - 6"

0' - 6"

14' - 6"

R03 E.V. PARKING

1' - 0"

24' - 9"

REQUIRED MIN CLEAR HEIGHT 8' - 2" PROVIDED CLEAR HEIGHT 11' - 6"

A-6.2

Revision Description

137.16 ft

121' - 6"

1' - 0"

ELEV. 4000 CAPACITY

24' - 0"

E.1

A-7.3

24' - 4"

13' - 9"

148.04 ft

R07 VISITOR

R08 VISITOR

148.04 ft

R09 VISITOR

CHARGING STATION

ELEV. 4000 CAPACITY

R10 VISITOR

R11 VISITOR

R12

4000# CAPACITY,GURNEY SIZE COMPLIANT PER CBC 3002.4a

RESERVED

6' - 11"

12' - 0"

4000# CAPACITY,GURNEY SIZE COMPLIANT PER CBC 3002.4a

7.00%

RESERVED

R04

0' -

2' - 9"

A-7.3

RESERVED

LINE

7 A-6.2

R05 E.V. PARKING

RTY

R25

REQUIRED MIN CLEAR HEIGHT 8' - 2" PROVIDED CLEAR HEIGHT 10' - 6"

26' - 0"

E PROP

R24

A-5.4

A1 02

‐ ‐ ‐ ‐ ‐

RESERVED

CHARGING STATION

RESERVED

RESERVED ADA

RESERVED

C.1

UP 1' - 0"

PROPERTY LINE

9' - 4"

R23

RESERVED

A-5.0

LINE OF TRANSFORMER ABOVE

STAIR #1

STAIR #2

8' - 2"

A.2

A-7.0.1

PROPERTY LINE

PROPERTY LINE 1

17' - 6"

A-6.0

TY LINE PROPER

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

WALL TYPES (A-10.2) 1

FLOOR PLAN NOTES 5

10 7

EXTERIOR WALL W/ ZINC SHINGLE BY RHEINZINK OR EQUIVALENT 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENT PLASTER BOARD 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE 8" THK PRECISION CMU FULLY GROUTED 2-HR RATED SEE STRUCTURAL NON RATED AREA SEPARATION WALL EXTERIOR WALL W/ CEMENT PLASTER BD. 1-HR RATED, STC 52 6" METAL STUD, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENTITIOUS FIBER LAP SIDING BY JAMES HARDIE 2-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" CONCRETE WALL

EXTERIOR WALL W/ CEMENT PLASTER BOARD 2-HR RATED, STC 52 2X6 STUDS, 2X6 STUDS16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

12" CONCRETE WALL

6" CONCRETE WALL

3-HR RATED 2X4 STUDS 16" O.C. SPACING 3 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

•

NOTE:

•

Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and

•

Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.

1ST BASEMENT FLOOR PLAN 3/16" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐2.1

PAC

IFIC

D B

A-5.3

A-5.1

177' - 7" 37' - 2"

A-7.0.1 PROPERTY LINE

PLANTER FILTRATION

10' - 0" 3' - 0"

STAIR #1

C11

C10

C09

C08

C07

C06

C05

C04

C03

C02

C01

UP 1' - 6

3' - 3"

152' - 3" F.F ENTRY/EXIT DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THRESHOLD TYP.

EXIT 4' - 9"

A-0.3

PUBLIC ADA

1.86%

PUBLIC ADA

152.00 ft

A3 02

5' - 0"

RAMP SLOPE

A-7.0.2

E PROP

C1 01

INE RTY L

A-0.3 8" WIDE TRENCH DRAIN

8" WIDE TRENCH DRAIN

1.37% SLOPE

8,732 SF

8' - 0"

F.F

0' - 6" 8' - 11 3/16"

1' - 0"

24' - 0"

1' - 0"

149.00 ft F.F

20' - 0"

8.00%

12' - 0"

6' - 11"

148.04 ft

C14

149' - 11"

A-6.2

T.O.W 151.15'

RETAIL TRASH

4000 CAPACITY

149.29 ft 3

% .9 20

1 5

P-2.1

A-8.1

6' - 0"

6' - 6"

6' - 10"

9% SLOPE

GR - 02

T.O.W. +151.15' A-6.1

REQUIRED MIN CLEAR HEIGHT 16' - 0" PROVIDED CLEAR HEIGHT 19' - 6"

TI WORK UNDER SEPARATE PERMIT

REQUIRED MIN CLEAR HEIGHT 16' - 0" PROVIDED CLEAR HEIGHT 19' - 6"

RETAIL

TI WORK UNDER SEPARATE PERMIT

GR - 03

(E) TRAFFIC PULL BOX

2,820 SF 04

OUTDOOR HORIZONTAL WOOD PRIVACY FENCE

UP D4 03

STAIR #3 5' - 6"

147.83 ft

ENTRY/EXIT DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THRESHOLD TYP.

F.F

3' - 3"

RETAIL

1,197 SF

F.F

147' - 11"

EXIT

D1 01

% 1.07

7' - 3"

A-0.3 148' - 4"

F.F

ENTRY/EXIT DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THRESHOLD TYP.

A-0.3

4' - 10"

ENTRY/EXIT DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THRESHOLD TYP.

A-0.3 EXIT

D4 01

PLANTER FILTRATION

D4 02 02

PE SLO

PROPERTY LINE

T.O.W. 150.15'

EXIT

147.50 ft

10' - 0"

6' - 9"

T.O.W. 152.25' OUTDOOR DINING 138 SF

EXIT

GR - 04

TI WORK UNDER SEPARATE PERMIT

F.H.

103

REQUIRED MIN CLEAR HEIGHT 16' - 0" PROVIDED CLEAR HEIGHT 18' - 6"

T.O.W. 148.7

A-0.3

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

PLANTER FILTRATION

A-6.1

OCC. LOAD SIGN

T.O.W. 150.15'

T.O.W. +152.5'

D1 03

O R PE TY

A-6.0

E N LI

4' - 0"

LIN E

A-5.2

PR OP ER TY

149' - 1"

TRUNCATED DOME AREA

01 02

24' - 0"

PE O SL

GREASE INTERCEPTOR

T.O.W. +150.15'

1,800 SF

8% SLOPE

102

36" FENCE DOOR

5/ 8"

RETAIL

Revision 1

33' - 3"

3' -

3 PANELS BIFOLD WINDOW 4 PANELS BIFOLD DOOR

4' - 10"

E1 05

Date 1

DRAIN

Date

E1 04

147.50 ft

149.29 ft

101

24' - 9"

LINE OF 10'-0" EASEMENT

4" GW.UP

% 12

FLOOR SLOPE

5.4%

PE O SL

OSA .DUCT SHAFT BELOW

72"x72" CLEAR LANDING

(E) TRANSFORMER TO REMAIN

10.31.16 12.14.16 04.05.17

% 16

8' - 0"

FUTURE RESTAURANT MAKEUP AIR DUCT ABOVE

PE O SL

A-7.0.3

DRAIN

147.83 ft

PE O SL

108

F.F

D2 02

GAS METERS

F.F

(E) ELEC. VAULT TO REMAIN

68"x72" CLEAR LANDING

LONG-TERM BIKE STORAGE

.5 18

149' - 0"

FUTURE RESTAURANT TYPE-1 EXHAUST HOOD DUCT ABOVE

A1 20

RES. & RETAIL TRASH EXH. DUCT SHAFT ABOVE

T.O.W150.15'

72"x72" CLEAR LANDING

Revision Description

EXH. DUCT SHAFT 18 Sq.ft

60"x72" CLEAR LANDING

STORAGE (S-1)

22' - 6"

A-6.4 3

MAIL

6' - 11"

GR - 06

0.34%

6’X6’X2.5’ MODULAR WETLAND DOWNSPOUT BOX

A1 22

RESIDENTIAL LOBBY

GR - 05

T.O.W. 150.15'

150.75 ft

ELEVATOR

11' - 9 3/4"

148.03 ft

72" x 60"

F.F

101

1' - 3"

C18

C17

(E) ELEC. UTILITY TO REMAIN

Date

T.O.W. 149.7'

EXIT

D5 01

A-7.3

36" FENCE DOOR

150.11 ft

150.9' FS

T.O.W 151.15'

150.75 ft

D1 04

A-7.3

60"x60" CLEAR LANDING

C16

C15

280 SF

FIRE BACKFLOW

E.1

C13

151.15' FS

A-0.3

8' - 8"

2" STEP

C12

151.25' FS

109

8' - 11"

PROPERTY LINE

17' - 6"

ELEV.

A-7.7

RESIDENTIAL TRASH

4000 CAPACITY

12' - 6"

A-5.4

1 6' - 11"

LOADING ZONE

13' - 9"

4000# CAPACITY,GURNEY SIZE COMPLIANT PER CBC 3002.4a

RESIDENTIAL TRASH

C.1

1' - 0"

6' - 5"

121' - 6"

SAN JUAN AVENUE

2' - 9"

B1 12

RESIDENTIAL TRASH ROOM

31' - 0"

TRUNCATED DOME AREA

BASELINE

6' - 11"

16' - 11"

151.15'

0' - 4 3/4"

TRUNCATED DOME AREA

149.28 ft 6' - 2"

RAMP SLO

IVE

4000# CAPACITY,GURNEY SIZE COMPLIANT PER CBC 3002.4a

A-6.2

5.74%

‐ ‐ ‐ ‐ ‐

TRAV EL

GR - 01

150' - 6"

A DA P ATH O F

REQUIRED MIN CLEAR HEIGHT 8' - 2" PROVIDED CLEAR HEIGHT 8' - 6"

TYP. AISLE

18 COMMERCIAL PARKING SPACES

REQUIRED MIN CLEAR HEIGHT 8' - 2" PROVIDED CLEAR HEIGHT 8' - 6"

24' - 0"

ENTRY DRIVE

24' - 0"

A-5.0

F.F

9.09% SLOPE

" 28' - 0

149.00 ft

F.F

Y DR ENTR

26' - 0"

150.50 ft

4' - 8"

4' - 5"

T.O.W. 151.65'

5' - 2"

FDC CONN.

3' - 0"

EXIT

ADA VAN ACCESSIBLE 18' - 0"

A.2

(E) TRANSFORMER

6' HIGH CEMENT BOARD FENCE & GATE

STAIR #2

(E) ELEC. VAULT

8' - 0"

150.50 ft

A3 01

9' - 4"

RETAIL ADA

LINE OF BUILDING ABOVE PROPERTY LINE

T.O.W. 5'

5' - 2"

LANDSCAPE BACKFLOW

HIG

8' - 2"

PLANTER FILTRATION

17' - 6"

20' - 3"

A-6.4

A-6.2

T.O.W. 4' ABOVE ADJACENT PROPERTY GRADE

T.O.W. 151.65' DOMESTIC WATER BACKFLOW

6' - 0"

6 19' - 6"

15' - 6"

3' - 0"

T.O.W. +2'

32' - 6"

COA

(E) TELEPHONE UTILITY TO REMAIN

32' - 6"

5' - 0"

16' - 2"

A-6.0

RTY LIN PROPE

(E) UTILITY BOX

PROJECT NAME:

(E) TRANSFORMER TO BE REMOVED

OUTLINE OF FOUNDATION WALL BELOW PROPOSED BUS-STOP LOCATION

(E) TRAFFIC PULL BOX

TRUNCATED DOME AREA (E) ELEC. VAULT

(E) TRAFFIC PULL BOX

OUTLINE OF FOUNDATION WALL BELOW

EXISTING BUS-STOP LOCATION

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

STREET OF THE GOLDEN LANTERN

WALL TYPES (A-10.2) 1

GROUND FLOOR PLAN

FLOOR PLAN NOTES 5

10 7

EXTERIOR WALL W/ ZINC SHINGLE BY RHEINZINK OR EQUIVALENT 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENTITIOUS FIBER LAP SIDING BY JAMES HARDIE 2-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" CONCRETE WALL

EXTERIOR WALL W/ CEMENT PLASTER BOARD 2-HR RATED, STC 52 2X6 STUDS, 2X6 STUDS16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

12" CONCRETE WALL

6" CONCRETE WALL

3-HR RATED 2X4 STUDS 16" O.C. SPACING 3 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

NOTE:

•

Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and

•

Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.

3/16" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐2.2

A-5.1 D A-5.3

177' - 7" 16' - 2"

5' - 5"

37' - 2"

32' - 6"

24' - 8"

32' - 6"

24' - 8"

11 R

D3 45

STAIR #2 6' - 0"

11' - 5"

D3 42

D3 41

12' - 1"

11' - 5"

11' - 5 5/8"

(E) TRANSFORMER BELOW

D3 43 12' - 1"

STAIR #1

D3 44

12' - 3"

A-7.0.1

PROPERTY LINE

11' - 5"

12' - 1"

11' - 2 5/8"

1' - 0"

L - 101

UNIT 1-A 640 Sq.ft.

L - 102

G1 03

UNIT 1-B 640 Sq.ft.

L - 103

G1 55

L - 104

G1 04

UNIT 1-C 640 Sq.ft.

L - 105

G1 70

G1 05

B A1 07 5' - 0"

G2 19

E1 02

B2 02

5' - 0"

REQUIRED MIN CLEAR HEIGHT 7' - 0" R30S.1 PROVIDED CLEAR HEIGHT 8' - 0"

MECHANICAL SHAFT ABOVE

WOMEN

B1 08

116

9' - 10" 13' - 9"

4' - 2"

A-10.14

21' - 7"

LOBBY BIKE STORAGE

118

RESIDENTIAL STORAGE

MEN

8' - 11 15/16"

E1 03

160.15' FF

CHAIN-LINK STYLE STORAGE UNITS W/ GATES. LOCKING HARDWARE BY RESIDENT

119

ELEV. B2 01

1864 SF 8' - 0"

24' - 3"

117

4000# CAPACITY,GURNEY SIZE COMPLIANT PER CBC 3002.4a

576 SF

A-7.3

450 SF 2 A-6.2 3

3' - 0"

4000 CAPACITY

A-8.1 1

121' - 6"

ELEVATOR 3

A-7.3

B1 03

MAIN TELECOM ROOM

MECHANICAL SHAFT ABOVE

D.F

13' - 9"

160.15' FF

22' - 9"

5' - 1"

A1 11

A-5.4

A2 06

A2 35

9' - 0" 9' - 2 13/32"

2' - 9"

A2 05

A1 15

B1 02

MECHANICAL SHAFT ABOVE

TRASH ROOM 5' - 9"

B1 01

4000# CAPACITY,GURNEY SIZE COMPLIANT PER CBC 3002.4a

G3 06

A2 26

G3 49

160.15' FF

G3 04

C.1

G3 30

A2 04

G2 05

24' - 6"

28' - 0"

G3 02 3' - 1"

G2 27

270 SF A1 14

A-6.2

G2 04

6' - 0"

A-5.0

G2 03

610 SF

26' - 0"

5' - 9"

LINE

121

115

G3 07

G3 50

RTY

LEASING OFFICE

G3 05

E PROP

G3 40

G3 03

15' - 5"

21' - 10"

ELECTRICAL ROOM

‐ ‐ ‐ ‐ ‐

A2 01

UNIT 1-B 640 Sq.ft.

15' - 8"

UNIT 1-A 640 Sq.ft.

3' - 8"

5' - 8"

A1 13

12' - 4"

PROPERTY LINE

9' - 4"

17' - 6"

24' - 1"

7' - 4 23/32"

3' - 7"

A-7.0.1 A-7.0.2

8' - 2"

24' - 8"

20' - 3"

A-6.4

PROPERTY LINE

A.2

6' - 0"

A-6.2

15' - 6"

4000 CAPACITY

9 A-6.3

3 3 3

RESIDENTIAL AMENITY

RESIDENTIAL LOBBY BELOW

EXH. DUCT SHAFT 18 Sq.ft

120

RES. & RETAIL TRASH EXH. DUCT SHAFT

160.15' FF

PROPERTY LINE

A-6.4

1,024 Sq.ft

17' - 6"

FUTURE RESTAURANT MAKE UP AIR DUCT

FUTURE RESTAURANT TYPE-1 EXHAUST HOOD DUCT

12" CONCRETE WALL

A-7.1.3 3

Date 1

E.1

Date

1' - 3"

PR OP

Date

LIN E

24' - 9"

A-7.0.3

A-5.2

A-6.1

Revision 1

A-6.3

STAIR #3

10.31.16 12.14.16 04.05.17

METAL MESH

Revision Description

5 A-6.1

4' - 0"

F LAP POOL

7' - 3"

I 1 A-6.0

TY LIN PROPER

A-6.0

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

6' - 9"

210 SF

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

3 WALL TYPES (A-10.2) 1

FLOOR PLAN NOTES 5

10 7

EXTERIOR WALL W/ ZINC SHINGLE BY RHEINZINK OR EQUIVALENT 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENTITIOUS FIBER LAP SIDING BY JAMES HARDIE 2-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" CONCRETE WALL

EXTERIOR WALL W/ CEMENT PLASTER BOARD 2-HR RATED, STC 52 2X6 STUDS, 2X6 STUDS16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

12" CONCRETE WALL

6" CONCRETE WALL

3-HR RATED 2X4 STUDS 16" O.C. SPACING 3 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

NOTE:

•

Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and

•

Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.

MEZZ 1.5 FLOOR PLAN 3/16" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐2.3

A-5.3

A-5.1

177' - 7" 16' - 2"

37' - 2"

32' - 6"

20' - 3"

17' - 6"

A-6.4

A-6.2

29' - 0"

6' - 0"

5' - 5 9/16"

15' - 6"

24' - 8"

A-7.0.1

PROPERTY LINE

3' - 7"

PROPERTY LINE

24' - 8"

STAIR #1

10 D3 32

D3 31

3' - 8"

8' - 2"

D3 33

D3 34

D3 35

A.2

11' - 6 5/8"

UNIT 1-A 640 Sq.ft.

UNIT 1-B 640 Sq.ft. G1 45

UNIT 1-A 640 Sq.ft.

UNIT 1-C 640 Sq.ft.

G1 46

L - 202

UNIT 1-B 640 Sq.ft.

L - 203

G1 64

L - 204

G1 54

2 A-8.0

H1 03

3L A-8.0

G1 01

205

L - 206

G1 57

3' - 6"

9' - 4"

PROPERTY LINE

E1 01

15' - 1 9/32"

171' - 0" 4 A-8.0

G1 02

H1 04 H1 19 9 A-8.0

G3 41

G2 18

G2 01

G3 28 0' - 8"

A2 34

G3 45

H5 01

G3 01

A2 25

G3 32

A2 02

6 A-8.0

L - 213

WASHER & DRYER

A2 27

A2 03

G1 69

RAMP SLOPE %7.5

3' - 2"

UNIT 1-F 640 Sq.ft.

G3 11

G3 42

2' - 0"

A-7.3

L - 214

H1 02

H1 21

2 D3 21

UNIT S-A 455 Sq.ft.

EXH. DUCT SHAFT 18 Sq.ft

G1 58

UNIT 1-D 640 Sq.ft. L - 209

11' - 5"

UNIT 1-D 640 Sq.ft. L - 210

11' - 5"

G1 08

11' - 5"

UNIT 1-D 640 Sq.ft.

UNIT S-B 459 Sq.ft.

L - 211

L - 212

G1 44

WASHER & DRYER

FUTURE RESTAURANT MAKEUP AIR DUCK D3 03 3

D3 28

D3 27

D3 29

PLANTER FILTRATION 9 Sq.ft.

FUTURE RESTAURANT3 TYPE-1 EXHAUST 3 HOOD DUCT

10 3

PLANTER FILTRATION 10 Sq.ft.

PLANTER FILTRATION 43 Sq.ft

9 A-6.3

1' - 3"

D3 09

A-7.0.3

DRAIN E OP SL

R PE 4" / 1

.M FT

. IN

E OP SL

R PE 4" / 1

.M FT

. IN

G2 15 WASHER & DRYER

H6 01

G3 26

DRAIN

1/ PE SLO

E LOP IN.S T. M F ER 4" P

M FT. PER " 4 1/

G1 22

IN.

167.65' FF DN

170.15' FF

A2 23 8 A-8.0 5

A-7.0.3

A-7.0.4

STAIR #6

HEN KITC D N ISLA " 8' - 0

DRAIN

H1 23

A-6.3 23' - 2"

23' - 2"

A-6.1

UNIT 1-G 734 Sq.ft.

L - 215 D3 22

3' - 0"

STAIR #3 WASHER & DRYER

A2 39

4' - 5"

G3 55

WASHER & DRYER

WASHER

A2 40

4' - 5"

2 DRAIN

12' - 0"

DRAIN

G1 23

SLOPE 1/4" PER FT. MIN.SLOPE 1/4" PER FT. MIN.

STAIR #5

G1 24

6' - 4"

167.65' FF 14 A-8.0

167.65' FF

UNIT T-A 547 Sq.ft. 20' - 0 1/2"

4' - 0"

6' - 9"

167.65' FF

DRAIN 4

UNIT T-B 547 Sq.ft.

L - 217

L - 218

L - 216

LAP POOL (SEPARATE PERMIT)

6' - 4"

167.65' FF

A-5.2

G1 25

5' - 0 5/8"

16 A-8.0

9' - 1 3/8"

G1 72

DRAIN

& DRYER G3 56

G3 53

LIN E

A2 38

WASHER & DRYER

G3 54

PR OP

A2 37

10' - 11 3/8"

24' - 9"

5' - 0"

4" STEP

UNIT T-B 547 Sq.ft.

Date 1

PLANTER FILTRATION 37 Sq.ft.

A-6.1

Revision 1

PLANTER FILTRATION 37 Sq.ft.

PLANTER FILTRATION 47 Sq.ft.

DRAIN

A-6.4

STAIR #4

G3 24

G3 25 G2 14

H3 02

E.1

G1 21

5' - 0"

12' - 1"

D3 30

7 A-8.0

H1 22

RES. & RETAIL TRASH EXH. DUCT SHAFT

A-6.2

A2 22

5 A-8.0

10 A-8.0

10.31.16 12.14.16 04.05.17

UNIT 2-B 1,081 Sq.ft. L - 207

PROPERTY LINE

3' - 3"

Date

8' - 1"

121' - 6"

G1 42

G1 52

G1 09

17' - 7"

5' - 10"

H3 06

G1 07

L - 208

4000# CAPACITY,GURNEY SIZE COMPLIANT PER CBC 3002.4a

G1 43

A-7.0.3

16' - 4"

H3 05

A2 10

G2 07

G3 35

H1 20

5' - 0"

G3 10

G2 22

G3 09

A2 09

0' - 4"

LAUNDRY ROOM

G2 16

14' - 7 1/4"

8' - 11 15/16"

5' - 5"

WASHER & DRYER

A2 17

15' - 2"

13' - 9"

6' - 11"

ELEV.

6' - 7"

G3 57

8' - 3"

5' - 0"

4000 CAPACITY

1 WASHER & DRYER

G3 34

G2 06

TRASH CHUTE

5' - 3 1/2"

G3 08

A2 29

Revision Description

2' - 9"

H3 13

A2 08

G1 06

C.1

H3 01

Date

A-7.3

A2 07

7' - 8"

8' - 2"

6' - 10"

A1 05

170.15' FF

WASHER & DRYER

A2 19

SHELVES

REQUIRED MIN CLEAR HEIGHT 7' - 0" R30S.1 PROVIDED CLEAR HEIGHT 8' - 0"

G3 51

‐ ‐ ‐ ‐ ‐

G1 20 11' - 2 13/32"

A-6.2

L - 219

DRAIN

H 7' - 3"

DRAIN

23' - 8 3/4"

TY LINE PROPER

1 A-6.0

D2 04

23' - 6 1/4"

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

D2 03

23' - 6 1/4"

23' - 8 3/4"

A-6.0

D2 02

6' - 2 3/8"

D2 01

SLOPE 1/4" PER FT. MIN.SLOPE 1/4" PER FT. MIN.

3' - 0"

6' - 9 1/2"

3' - 6" DEPTH 234 SF

01 02

17' - 6"

G2 02

LINE

G3 47

G2 21

G3 46

G3 33

UNIT 1-E 644 Sq.ft.

RTY

G2 26

D3 13

26' - 0"

G3 29

E PROP

G3 48

L - 201

A-5.4

D3 07

A2 21

3' - 9 3/8"

A-5.0

A1 12 3' - 6"

UNIT 2-A 975 Sq.ft

H1 29

H1 12

11' - 11 31/32"

G1 47

H1 01

H1 11

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

WALL TYPES (A-10.2) 1

FLOOR PLAN NOTES 5

10 7

EXTERIOR WALL W/ ZINC SHINGLE BY RHEINZINK OR EQUIVALENT 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENT PLASTER BOARD 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" THK PRECISION CMU FULLY GROUTED 2-HR RATED SEE STRUCTURAL

NON RATED AREA SEPARATION WALL EXTERIOR WALL W/ CEMENT PLASTER BD. 1-HR RATED, STC 52 6" METAL STUD, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENTITIOUS FIBER LAP SIDING BY JAMES HARDIE 2-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" CONCRETE WALL

EXTERIOR WALL W/ CEMENT PLASTER BOARD 2-HR RATED, STC 52 2X6 STUDS, 2X6 STUDS16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

12" CONCRETE WALL

6" CONCRETE WALL

3-HR RATED 2X4 STUDS 16" O.C. SPACING 3 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

NOTE:

SECOND FLOOR PLAN 3/16" = 1'-0" ARCHITECT:

•

Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and

•

Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐2.4

A-5.1

D A-5.3

177' - 7" 16' - 2"

37' - 2"

32' - 6"

6' - 0"

20' - 3"

17' - 6"

11 A-6.4

6 A-6.2

5' - 5 9/16"

15' - 6"

29' - 0"

24' - 8"

A-7.0.1 PROPERTY LINE 3' - 7"

PROPERTY LINE

8' - 2"

10 20

10 D3 40

A.2

STAIR #1

10 D3 38

D3 39

10 D3 37

D3 36

1 12' - 1"

UNIT 1-A 640 Sq.ft.

1 G1 48

11' - 5"

UNIT 1-B 640 Sq.ft.

L - 303

G1 10

L - 304

G1 53

UNIT 1-C 640 Sq.ft.

L - 305

G1 11

L - 306

G1 56

G1 12

H1 06 H1 13

H1 07

H1 14

H1 26 1

A2 28

D3 20

1 G1 51 G3 13

G2 08

G2 09

G2 20

UNIT 1-E 644 Sq.ft.

G2 10

L - 313 5

5 A2 11

ø 5' - 0"

A2 24

G3 31 5

A2 12

G3 16

A2 06

H5 02

A2 13

A-7.3

180.15' FF

SKYLIGHT ABOVE

G1 66

UNIT 2-C 1,081 Sq.ft.

G1 67

L - 307

A2 30

G3 36

H1 28

3' - 11 7/8"

A-7.3

3' - 3" 1

UNIT 1-D 640 Sq.ft.

1 11' - 5"

L - 310

UNIT 1-D 640 Sq.ft.

UNIT S-B 459 Sq.ft.

A-6.2

L - 311

G1 62

5' - 0"

1 23

L - 312

G3 37

G3 38

G2 23

1 13

RESTAURANT DUCT SHAFT 2.9 Sq.ft

H1 09

3 1

D3 26

D3 25 6

D3 05

10 6

D3 24

H3 04

23' - 5"

PROPERTY LINE

D3 12 A2 32

G1 15

12' - 2 1/8"

L - 314

3' - 10"

G1 68

UNIT 1-F 640 Sq.ft.

6 6

G1 59

5 A-7.0.3

H3 12

RESTAURANT DUCT SHAFT 3.5 Sq.ft

H2 01

G3 23

H1 16

UNIT 1-D 640 Sq.ft.

G2 13

G1 14

L - 309

RES. & RETAIL TRASH EXH. DUCT SHAFT

D3 04

11 A-8.0

G3 22

1 G1 13

G1 65 4' - 8"

36' - 1 21/32"

1 12 A-8.0

EXH. DUCT SHAFT 18 Sq.ft

180.15' FF

H1 15

7' - 10 15/16"

G3 21

L - 308

A2 16

G2 12

G3 19

G2 25

17' - 6"

WASHER & DRYER

UNIT S-A 455 Sq.ft. 5

G3 20

G2 11

17' - 7 3/8"

H3 03

121' - 6"

G3 18

SKYLIGHT ABOVE

A2 18

LAUNDRY ROOM

4000 CAPACITY

13' - 9"

A-5.4

H3 14

A2 15

2' - 1"

1 WASHER & DRYER

5' - 5"

G1 71

SKYLIGHT ABOVE

ELEV. E

A1 04 TRASH CHUTE

G3 58

C.1

A2 36

A2 14

4000# CAPACITY,GURNEY SIZE 23 COMPLIANT PER CBC 3002.4a 6' - 10"

6' - 10"

2' - 9"

A2 20

WASHER & DRYER

REQUIRED MIN CLEAR HEIGHT 7' - 0" R30S.1 PROVIDED CLEAR HEIGHT 8' - 0"

SKYLIGHT ABOVE

1 6

24' - 8 1/4"

G3 52

5' - 4"

22 SKYLIGHT ABOVE

2' - 1"

A-6.2

G1 60

17 7

G1 61

‐ ‐ ‐ ‐ ‐

G3 14

G3 27

LINE

G3 12

D3 11

26' - 0"

G2 17

G3 17

G3 44

L - 301 A-5.0

G3 15

RTY

UNIT 2-A 975 Sq.ft

G3 43

E PROP

09 9

LADDER SHAFT ROOF ACCESS

A2 31

6' - 9"

H1 27 1

UNIT 1-A 640 Sq.ft.

12' - 1"

G1 49

H1 05

12' - 1"

UNIT 1-B 640 Sq.ft.

L - 302

11' - 5"

2' - 11 3/4"

PROPERTY LINE

9' - 4"

11' - 5"

G1 50

11' - 5"

A-6.4

13 H1 25

STAIR #4

A-6.3 G2 24

11' - 10"

G3 39

D3 10 9

6 A2 33

A-7.0.4

A-6.3

STAIR #5 6

3 1

STAIR #5 6

STAIR #5

L - 315 D3 23

1 1

H3 07

G1 34

G1 29

G1 27

H3 08

G1 33

G1 31

15 A-8.0

H2 03

D2 05

10' - 8"

6' - 9"

L - 316

H2 04

D2 06

17 A-0.4 A-8.0

H3 11

A-6.1

G1 40 1

UNIT T-B 596 Sq.ft.

L - 317

22 9

UNIT T-B 596 Sq.ft.

L - 318

D2 07

1 3

UNIT T-B 596 Sq.ft.

G1 36

UNIT T-A 596 Sq.ft. 6

RESCUE LADDER

1 G1 39

G1 32

2 1

G1 28

200 SF

1 3

LAP POOL 4' DEPTH

G1 41

H3 10

2' - 0"

1 H2 02

G1 35

C 6

G1 37

H3 09

LADDER SHAFT ROOF ACCESS

1 1

A-5.2

G1 38 1

L - 319

D2 08

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

G1 30 1

G1 26

LIN E

4' - 0"

STAIR #5

STAIR #3

24' - 9"

UNIT 1-G 734 Sq.ft.

36' - 4"

A-6.1

HEN KITC ND ISLA " 8' - 0

A-7.0.3

7' - 3"

H 16

23' - 8 3/4"

23' - 6 1/4"

23' - 8 3/4"

A-6.0

TY LINE PROPER

01 02

Revision Description

Revision 1

E.1

Date 1

G1 63

11' - 6"

10.31.16 12.14.16 04.05.17

10' - 9"

H6 02

Date

1' - 3"

Date

PROJECT NAME:

A-6.0

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

3 SHEET TITLE:

WALL TYPES (A-10.2) 1

FLOOR PLAN NOTES 5

10 7

EXTERIOR WALL W/ ZINC SHINGLE BY RHEINZINK OR EQUIVALENT 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENT PLASTER BOARD 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" THK PRECISION CMU FULLY GROUTED 2-HR RATED SEE STRUCTURAL

NON RATED AREA SEPARATION WALL EXTERIOR WALL W/ CEMENT PLASTER BD. 1-HR RATED, STC 52 6" METAL STUD, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENTITIOUS FIBER LAP SIDING BY JAMES HARDIE 2-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" CONCRETE WALL

EXTERIOR WALL W/ CEMENT PLASTER BOARD 2-HR RATED, STC 52 2X6 STUDS, 2X6 STUDS16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

12" CONCRETE WALL

6" CONCRETE WALL

3-HR RATED 2X4 STUDS 16" O.C. SPACING 3 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

NOTE:

THIRD FLOOR PLAN 3/16" = 1'-0" ARCHITECT:

•

Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and

•

Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐2.5

A-5.1

D A-5.3

177' - 7" 16' - 2"

37' - 2"

32' - 6"

A-6.2

A-6.4

15' - 6"

6' - 0"

20' - 3"

17' - 6"

PROPERTY LINE

A-7.0.1

PROPERTY LINE PLANTER FILTRATION 41 Sq.ft

8' - 2"

A 3

5 14' - 8 13/32"

9' - 4"

(E) TRANSFORMER

140' - 0"

PROPERTY LINE

A.2

STAIR #1

A-10.11

2100 SF. ROOF AREA (15% OF ROOF AREA) FOR FUTURE P.V. SYSTEM INSTALLATION

189.90'

DIAPHRAGM

VRF SKYLIGHT

121

LEASING OFFICE RESID AMENITY OFFICE

VRF

DIAPHRAGM

201 UNIT 1

VRF

1 UNIT 301

1 UNIT 102

1 UNIT 202

1 UNIT 302

1 UNIT 103

1 UNIT 203

1 UNIT 303

1 UNIT 104

1 UNIT 204

1 UNIT 304

1 UNIT 105

1 UNIT 205

1 UNIT 305

1 UNIT 206

1 UNIT 313

‐ ‐ ‐ ‐ ‐

26' - 0"

LINE

A-5.0

ERTY

A-10.12

A-8.5

ROOF SCREEN

189.90'

PROP

ROOF STAIR ACCESS

122

ROOF SCREEN

VRF

A-6.2 SKYLIGHT

208 UNIT 1 VRF

SKYLIGHT

VRF

1 UNIT 308

1 UNIT 209

1 UNIT 309

1 UNIT 210

1 UNIT 310

1 UNIT 211

1 UNIT 311

1 UNIT 212

1 UNIT 312

1 UNIT 306

1 UNIT 213

2' - 9"

C ROOF SCREEN

C.1

THERMOPLASTIC-POLYOLEFIN ROOFING CARLISLE BALLASTED SINGLE-PLY ROOFING SYSTEMS MEMBRANES—EPDM AND TPO MANUFACTURER:CARLISLE SYNTEC ESR-1463 CLASS "A" ROOF

TOP OF ELEVATOR

A-5.4

A-6.2 ROOF DRAIN ROOF SCREEN

5 A-10.11

121' - 6"

EXH. DUCT SHAFT 18 Sq.ft

RES. & RETAIL TRASH EXH. DUCT SHAFT

RESTAURANT DUCT SHAFT 3.5 Sq.ft

13' - 9"

RESTAURANT DUCT SHAFT 2.9 Sq.ft 10

PROPERTY LINE

17' - 6"

A-6.4

PLANTER (49SF) PLANTER (10SF)

PLANTER (37 SF)

A-6.3

PLANTER (37 SF)

PLANTER (10 SF)

ROOF DRAIN

E.1

PLANTER (41SF)

189.90' DIAPHRAGM

Date 1

Date

1' - 3"

ROOF DRAIN

ROOF ACCESS

C A-5.2

HP 2 RET. 101/102

VRF 3 UNIT 218

RT Y

HP 2 RET. 102

HP 1 RET. 103

HP 2 RET. 101

LI NE

VRF 3 UNIT 216

4' - 0"

F 187.50'

LAP POOL 4' DEPTH

VRF 3 UNIT 217

ROOF DRAIN

DIAPHRAGM

A - 8.2

A-10.12

A-6.1

PR OP E

HP 1 RET. 103

VRF 3 UNIT 219

Date

24' - 9"

Revision 1

ROOF DRAIN

A-6.3

10.31.16 12.14.16 04.05.17

A-6.1

A-10.11

Revision Description

A - 8.2 187.50' DIAPHRAGM

ROOF DRAIN

7' - 3"

1 A-6.0

A-6.0

TY LINE PROPER

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

6' - 9"

200 SF

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

WALL TYPES (A-10.2) 1

FLOOR PLAN NOTES 5

10 7

EXTERIOR WALL W/ ZINC SHINGLE BY RHEINZINK OR EQUIVALENT 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENT PLASTER BOARD 1-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" THK PRECISION CMU FULLY GROUTED 2-HR RATED SEE STRUCTURAL

NON RATED AREA SEPARATION WALL EXTERIOR WALL W/ CEMENT PLASTER BD. 1-HR RATED, STC 52 6" METAL STUD, 16" O.C. SPACING 1 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

EXTERIOR WALL W/ CEMENTITIOUS FIBER LAP SIDING BY JAMES HARDIE 2-HR RATED, STC 52 2X6 STUDS, 16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

8" CONCRETE WALL

EXTERIOR WALL W/ CEMENT PLASTER BOARD 2-HR RATED, STC 52 2X6 STUDS, 2X6 STUDS16" O.C. SPACING 2 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

12" CONCRETE WALL

6" CONCRETE WALL

3-HR RATED 2X4 STUDS 16" O.C. SPACING 3 LAYER OF 5/8" TYPE 'X' GYP. BD. ON EACH SIDE

Chapter 5, Table 503, Based on CBC Chapter 5, Table 503, the basic allowable height for R-2 occupancy, Type VA construction is 50 feet above grade plane. Additional height and story increases are allowed with the use automatic fire sprinklers in accordance with NFPA 13. NOTE:

NOTE:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

ROOF PLAN

3/16" = 1'-0" ARCHITECT:

•

Be 15 feet from end and repeated at intervals not exceeding 30 feet (914mm) measured horizontally along the wall or partition; and

•

Exception: wall in Group R-2 occupancies that do not have a removable decorative ceiling allowing access to the concealed space.

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐2.6

2 I

7' - 3"

6' - 9"

E.1

4' - 0"

24' - 9"

1' - 3"

C.1

17' - 6"

13' - 9"

2' - 9"

26' - 0"

02 - EXTERIOR CEMENT PLASTER (WHITE) 05 - ZINC SHINGLES 29 - METAL RAILING 13 - BRAKE METAL FASCIA (CLEAR ANODIZED)

A.2

A.3

4' - 10"

4' - 6"

A.1

4' - 11" 3' - 3"

19 - ROOF SCREEN 06 - ALUMINUM WINDOW SYSTEM (CLEAR ANODIZED)

09- T.O.S 195' - 0" 194.65'

09- T.O.S 195' - 0" 194.15'

22 15

---

40' - 0"

3' - 6"

---

3' - 6"

35 A-9.1

PODIUM 168' - 6" 167.65'

7' - 6"

2' - 6"

06-Level 2 171' - 0" 170.15'

‐ ‐ ‐ ‐ ‐

43' - 0"

16 A-9.1

10' - 0"

3' - 0" 3' - 6"

3' - 1 5/16"

3' - 6"

8' - 0"

05-MEZZ 1.5 161' - 0" 160.15'

147' - 10"

14 A-9.1

13 A-9.1

PARKING ENTRANCE

14' - 2 3/8"

9' - 0"

15 A-9.1

152.33 ft

151.15'

BASELINE 152' - 0" 151.15' 1' - 6"

SIGNAGE (PB)

RETAIL 147' - 10" 11 - GLASS GUARDRAIL

17 - POURED IN PLACE CONC. PLANTERS

02 - EXTERIOR CEMENT PLASTER (WHITE)

08 - ALUMINUM STOREFRONT SYSTEM (BLACK ANODIZED)

26 - CEMENT BOARD SIDING

8' - 2"

25 A-9.1

2' - 8"

04-GROUND 150' - 6" 149.75'

07-Level 3 181' - 0" 180.15'

2' - 8"

1' - 6"

BASELINE 152' - 0" 151.15'

1' - 0"

9' - 0"

05-MEZZ 1.5 161' - 0" 160.15'

2' - 9 3/4"

7' - 6"

PODIUM 168' - 6" 167.65'

08- ROOF 190' - 7" 189.90'

3' - 6"

2' - 6"

06-Level 2 171' - 0" 170.15'

7' - 10"

1' - 5"

1' - 5" 40' - 0"

10' - 0"

07-Level 3 181' - 0" 180.15'

STREET OF THE GOLDEN LANTERN

9' - 7"

08- ROOF 190' - 7" 189.75'

09- T.O.P 192' - 0" 191.15'

9' - 7"

09- T.O.P 192' - 0" 191.15'

4' - 4 3/4"

04-GROUND 150' - 6" 149.75'

RETAIL 147' - 10" 147.15'

08 - ALUMINUM STOREFRONT SYSTEM (BLACK ANODIZED)

13' - 9"

17' - 6"

19 - ROOF SCREEN

02 - EXTERIOR CEMENT PLASTER (WHITE)

03 - CEMENTITIOUS FIBER LAP SIDING

28 - CEMENTITIOUS FIBER BOARD

06 - ALUMINUM WINDOW SYSTEM (CLEAR ANODIZED)

29 - METAL RAILING

06 - ALUMINUM WINDOW SYSTEM (CLEAR ANODIZED)

03 - CEMENTITIOUS FIBER LAP SIDING

13 - BRAKE METAL FASCIA (CLEAR ANODIZED)

02 - EXTERIOR CEMENT PLASTER (WHITE)

06 - ALUMINUM WINDOW SYSTEM (CLEAR ANODIZED)

09- T.O.S 195' - 0" 194.15' 09- T.O.P 192' - 0" 191.15' 08- ROOF 190' - 7" 189.75'

1' - 3"

24' - 9"

4' - 0"

H 6' - 9"

I 7' - 3"

194.75'

09- T.O.S 195' - 0" 194.45' 09- T.O.P 192' - 0" 191.15' 08- ROOF 189.90' 190' - 7"

1' - 5" 3' - 0"

9' - 7"

21 19

11 18

3' - 6"

40 A-9.1

36 A-9.1

8 A-9.1

34 A-9.1

07-Level 3 181' - 0" 180.15'

3' - 6"

18 39 A-9.1

1' - 6"

3' - 6"

6' - 0"

04-GROUND 150' - 6" 149.75' RETAIL 147.15' 147' - 10"

2' - 8" 1' - 6"

BASELINE 152' - 0" 151.15'

150' - 6"

GAS METERS 149' - 11"

STAIR ACCESS 149' - 0"

149' - 3"

STREET NUMBER

17 - POURED IN PLACE CONC. PLANTER WALL

03 - CEMENTITIOUS FIBER LAP SIDING

17 - POURED IN PLACE CONC. PLANTER

16 - BURNISHED CONC. BLOCK (NATURAL GRAY)

18 - METAL CANOPY

21 - COLORED METAL COILS

16 - BURNISHED CONC. BLOCK (NATURAL GRAY)

21 - COLORED METAL COILS

02 - EXTERIOR CEMENT PLASTER (WHITE)

27 - MULLIONLESS STOREFRONT SYSTEM

18 - METAL CANOPY

SOUTH ELEVATION 3/16" = 1'-0"

27 - MULLIONLESS STOREFRONT SYSTEM

9' - 0"

BASELINE 152' - 0" 151.15' 2' - 8" 1' - 6"

RESIDENTIAL TRASH ROOM

12' - 1 3/32"

PARKING ENTRANCE

PODIUM 168' - 6" 167.65'

05-MEZZ 1.5 161' - 0" 160.15'

9' - 0"

05-MEZZ 1.5 161' - 0" 160.15'

06-Level 2 171' - 0" 170.15'

7' - 6"

2' - 6"

3' - 6"

7' - 6"

PODIUM 168' - 6" 167.65'

32 A-9.1

40' - 0"

10' - 0"

2' - 6"

06-Level 2 171' - 0" 170.15'

40' - 0"

43' - 0"

10' - 0"

07-Level 3 181' - 0" 180.15'

04-GROUND 150' - 6" 149.75' RETAIL 147' - 10" 147.15'

KEYNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29.

EXTERIOR CEMENT PLASTER [COLOR: DUNN EDWARDS SILVER SPRUCE]SMOOTH SANDBLASTED EXTERIOR CEMENT PLASTER [COLOR: WHITE]SMOOTH SANDBLASTED CEMENTITIOUS FIBER LAB SIDING [COLOR: DUNN EDWARDS PERISCOPE (100/90/65)] CEMENTITIOUS FIBER BOARD RAINSCREEN-DUNN EDWARDS JET ZINC SHINGLE BY RHEINZINK OR EQUIVALENT ALUMINUM WINDOW SYSTEM [CLEAR ANODIZED] ALUMINUM WINDOW SYSTEM [BLACK ANODIZED] ALUMINUM STOREFRONT SYSTEM [BLACK ANODIZED] BIFOLD DOOR & WINDOW SYSTEM [BLACK ANODIZED] METAL PANEL FASCIA (CLEAR ANODIZED) GLASS RAILING BALCONY BRAKE METAL FASCIA [CLEAR ANODIZED] BRAKE METAL FASCIA [BLACK ANODIZED] METAL PANEL FASCIA [CLEAR ANODIZED] BURNISHED CONCRETE BLOCK [NATURAL GRAY] POUR IN PLACE CONCRETE PLANTER WALLS METAL CANOPY(P2-DUNN EDWARDS JET[100/90/65]) ROOF SCREEN CONCRETE RETAINING WALL COLORED METAL COILS [COLOR: DUNN EDWARDS SILVER SPRUCE & DUNN EDWARDS TROPICAL MOSS] OUTDOOR HORIZONTAL WOOD PRIVACY FENCE CEMENTITIOUS FIBER LAB SIDING [COLOR: WOOD] STALLRISER PLANTER W/ STUCCO FINISH [COLOR: MARBLE WHITE] CEMENT BOARD SIDING MULLIONLESS STORFRONT SYSTEM CEMENTITIOUS IBER BOARD [COLOR: DUNN EDWARDS LIGHTHOUSE] METAL RAILING SYSTEM

Date 1

STREET OF THE GOLDEN LANTERN

02 - EXTERIOR CEMENT PLASTER (WHITE)

01 02

2' - 9"

E.1

Revision 1

26' - 0"

4' - 10"

10.31.16 12.14.16 04.05.17

C C.1

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

4' - 6"

Revision Description

4' - 11"

A.3

3' - 3"

A.2

Date

A.1

Date

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

9' - 7"

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

NORTH & SOUTH ELEVATION As indicated ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐4.0

KEYNOTES

2 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21.

2 WEST ELEVATION EXTERIOR OPENING PERCENTAGE 3RD LEVEL

EXTERIOR WALL AREA

1760 SQFT.

1948 SQFT.

1951 SQFT.

EXTERIOR WALL OPENING AREA

413 SQFT.

468 SQFT.

474 SQFT.

OPENING AREA PERCENTAGE

23.5 %

24 %

24.3 %

22. 23. 24. 25. 26. 27. 28. 29.

16' - 2"

37' - 2"

09- T.O.P 191.15' 192' - 0"

32' - 6"

15' - 6"

6' - 0"

20' - 3"

17' - 6"

10 4' - 0"

29 - METAL GUARDRAIL

02 - EXTERIOR CEMENT PLASTER (WHITE)

11 - GLASS RAILING

15 - METAL PANEL FASCIA (CLEAR ANODIZED)

14 - BRAKE METAL FASCIA (BLACK)

04 - CEMENTITIOUS FIBER BOARD RAINSCREEN

07 - ALUMINUM WINDOW SYSTEM (BLACK ANODIZED)

06 - ALUMINUM WINDOW SYSTEM (CLEAR ANODIZED) PL 05 - ZINC SHINGLES

11 - GLASS RAILING

19 - ROOF SCREEN

06 - ALUMINUM WINDOW SYSTEM (CLEAR ANODIZED)

09- T.O.S 195' - 0" 193.50'

6 A-9.1

1' - 5"

22 16

37 A-9.1

17 A-9.1

9' - 7"

2' - 6" 9' - 0"

9' - 0"

147' - 10"

147' - 7"

148' - 6"

10 A-9.1

07-Level 3 181' - 0" 180.15'

06-Level 2 170.15' 171' - 0" PODIUM 168' - 6" 167.65'

05-MEZZ 1.5 161' - 0" 160.15'

BASELINE 152' - 0" 151.15' 04-GROUND 150' - 6" 149.75'

16 - BURNISHED CONCRETE BLOCK (NATURAL GRAY) 09 - BIFOLD DOOR & WINDOW SYSTEM (BLACK ANODIZED)

16 - BURNISHED CONCRETE BLOCK (NATURAL GRAY)

18 - METAL CANOPY (P2)

11 - GLASS RAILING

25 - PLANTER W/ STUCCO FINISH (MARBLE WHITE)

23 - CEMENTITIOUS FIBER LAP SIDING (WOOD COLOR)

02 - EXTERIOR CEMENT PLASTER (WHITE)

4' - 0"

17' - 6"

7 20' - 3"

6 6' - 0"

15' - 6"

32' - 6"

37' - 2"

16' - 2"

Revision Description

17 - POURED IN PLACE CONCRETE PLANTER

13 - BRAKE METAL FASCIA (CLEAR ANODISED)

03 - CEMENTITIOUS FIBER LAB SIDING (PERISCOPE)

06 - ALUMINUM WINDOW SYSTEM (CLEAR ANODIZED)

05 - ZINC SHINGLES (GRAPHITE GRAY)

06 - ALUMINUM WINDOW SYSTEM (CLEAR ANODIZED)

03 - CEMENTITIOUS FIBER LAP SIDING (PERISCOPE)

02 - EXTERIOR CEMENT PLASTER (WHITE)

29 - METAL GUARDRAIL

19 - ROOF SCREEN

02 - EXTERIOR CEMENT PLASTER (WHITE)

01 - EXTERIOR CEMENT PLASTER (SIILVER SPRUCE)

10' - 0"

11 12

---

26 A-9.1

---

04-GROUND 150' - 6" 149.75' RETAIL 147.15' 147' - 10"

1' - 5"

---

08- ROOF 190' - 7" 189.90'

31 A-9.1

40' - 0"

3' - 6"

3' - 3 1/8"

2' - 6"

0'-4"

2' - 6"

3' - 6"

11 12

7' - 6"

11 12

9' - 0"

7' - 6"

03 - CEMENTITIOUS FIBER LAP SIDING (PERISCOPE)

09- T.O.S 195' - 0" 194.65'

9' - 7"

11 ---

09- T.O.P 192' - 0" 191.15'

10' - 0"

9' - 7"

1' - 5"

4' - 4 3/4"

2' - 8" 1' - 6"

BASELINE 152' - 0" 151.15'

13 - BRAKE METAL FASCIA (CLEAR ANODISED)

9' - 0"

05-MEZZ 1.5 161' - 0" 160.15'

01 - EXTERIOR CEMENT PLASTER (SIILVER SPRUCE)

2' - 8" 1' - 6"

06-Level 2 171' - 0" 170.15' PODIUM 168' - 6" 167.65'

02 - EXTERIOR CEMENT PLASTER (WHITE)

SAN JUAN AVENUE

07-Level 3 181' - 0" 180.15'

PACIFIC COAST HIGHWAY

08- ROOF 190' - 7" 189.75'

02 - EXTERIOR CEMENT PLASTER (WHITE)

40' - 0"

09- T.O.P 192'191.15' - 0"

09- T.O.S 195' - 0" 194.15'

29 - METAL GUARDRAIL

Date

02 - EXTERIOR CEMENT PLASTER (WHITE)

07-Level 3 181' - 0" 180.15'

06-Level 2 171' - 0" 170.15' PODIUM 168' - 6" 167.65'

01 02

02 - EXTERIOR CEMENT PLASTER (WHITE)

Revision 1

18 - METAL CANOPY

EAST ELEVATION 3/16" = 1'-0"

4 A-9.1 08 - ALUMINUM STOREFRONT SYSTEM (BLACK ANODIZED)

3 A-9.1

17 - POURED IN PLACE CONCRETE PLANTER

10.31.16 12.14.16 04.05.17

27 - MULLIONLESS STOREFRONT SYSTEM

Date 1

RETAIL 147.15' 147' - 10"

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

RETAIL 147.15' 147' - 10"

2' - 8" 1' - 6"

04-GROUND 150' - 6" 149.75'

5 A-9.1

2' - 8" 1' - 6"

12 A-9.1

BASELINE 152' - 0" 151.15'

08- ROOF 190' - 7" 189.90'

Date

05-MEZZ 1.5 161' - 0" 160.15'

7' - 6"

3' - 6"

33 A-9.1

3' - 6"

08 29

11 A-9.1

10' - 0"

3' - 6"

10' - 0"

9 A-9.1

30 24 A-9.1

3' - 10 7/8"

3' - 6"

3' - 2 7/8"

- 7 ---A-9.1

---

7' - 6"

PODIUM 168' - 6" 167.65'

2' - 6"

40' - 0"

06-Level 2 170.15' 171' - 0"

3' - 8"

9' - 7"

SAN JUAN AVENUE

07-Level 3 181' - 0" 180.15'

PACIFIC COAST HIGHWAY

189.75'

09- T.O.P 192' - 0" 190.00'

08- ROOF

10- T.O.SC 43' - 0"

1' - 5"

09- T.O.S 195' - 0" 194.15'

‐ ‐ ‐ ‐ ‐

2ND LEVEL

MEZZANINE

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

05-MEZZ 1.5 161' - 0" 160.15'

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

BASELINE 152' - 0" 151.15' 04-GROUND 150' - 6" 149.75' RETAIL 147' - 10" 147.15'

EAST & WEST ELEVATION 3/16" = 1'-0" ARCHITECT:

02 - EXTERIOR CEMENT PLASTER (WHITE) 02 - EXTERIOR CEMENT PLASTER (WHITE) 21 - COLORED METAL COILS

WEST ELEVATION 3/16" = 1'-0"

18 - METAL CANOPY (P2)

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐4.1

4' - 0"

17' - 6"

20' - 3"

6' - 0"

15' - 6"

32' - 6"

ROOF SCREEN

37' - 2"

16' - 2"

MECHANICAL EQUIPMENT

09- T.O.P 192' - 0" 191.15'

ELEVATOR ROOM

A-10.3

8' - 0"

1' - 5"

2' - 9"

10' - 5" 1' - 5"

08- ROOF 189.90'

ROOF SCREEN

MECHANICAL EQUIPMENT

09- T.O.S 195' - 0" 194.65'

08- ROOF 189.90' 190' - 7"

‐ ‐ ‐ ‐ ‐

04-GROUND 150' - 6" 149.75' RETAIL 147' - 10" 147.15'

2' - 8" 1' - 6"

BASELINE 152' - 0" 151.15'

L - 305

UNIT 1-B 640 Sq.ft.

L - 304

L - 303

UNIT 1-A 640 Sq.ft.

UNIT 2-A 975 Sq.ft

L - 302

9' - 7"

L - 306

UNIT 1-A 640 Sq.ft.

A-10.3 5 A-10.4

L - 301 8

A-10.4

07-Level 3 181' - 0" 180.15'

L - 213

L - 206

L - 205

UNIT 1-B 640 Sq.ft.

UNIT 1-A 640 Sq.ft.

UNIT 1-B 640 Sq.ft.

UNIT 2-A 975 Sq.ft

A-10.3 5 A-10.4

L - 204

L - 203

L - 202

L - 201 8 A-10.4

4' - 0"

UNIT 1-C 640 Sq.ft.

UNIT 1-B 640 Sq.ft.

L - 105

L - 104

10' - 0"

A-10.2

UNIT 1-A 640 Sq.ft.

UNIT 1-B 640 Sq.ft.

UNIT 1-A 640 Sq.ft.

L - 103

L - 102

L - 101

1' - 7"

A-10.2

A-10.4

2' - 6"

UNIT 1-A 640 Sq.ft.

06-Level 2 171' - 0" 170.15' PODIUM 167.65' 168' - 6"

7' - 6"

UNIT 1-C 640 Sq.ft.

UNIT 1-E 644 Sq.ft.

10' - 0"

A-10.2

05-MEZZ 1.5 161' - 0" 160.15' 7 A-6.2

9' - 0"

10' - 0"

2' - 7"

BASELINE 152' - 0" 151.15' 2' - 6" 1' - 6"

9' - 0"

05-MEZZ 1.5 161' - 0" 160.15'

L - 313

UNIT 1-B 640 Sq.ft.

10' - 6"

2' - 6" 7' - 6"

PODIUM 167.65' 168' - 6"

UNIT 1-C 640 Sq.ft.

PROPERTY LINE

06-Level 2 171' - 0" 170.15'

UNIT 1-E 644 Sq.ft.

SAN JUAN AVENUE

10' - 0"

07-Level 3 181' - 0" 180.15'

PACIFIC COAST HIGHWAY

9' - 7"

A-10.2

04-GROUND 150' - 6" 149.75' RETAIL 147' - 10" 147.15'

RAMP

Date 1

0'0'- -4"4"

Date

10' - 0" 10' - 0"

3' - 2"

12' - 6"

9' - 10"

A-10.2

RAMP 8

E SD-3.0

SAN JUAN AVENUE

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

02-P2 128' - 0" 127.15'

KEY NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30.

CAST-IN-PLACE CONCRETE FOOTINGS; REFER TO STRUCTURAL CAST-IN-PLACE CONCRETE SLAB; REFER TO STRUCTURAL CAST-IN-PLACE CONCRETE COLUMN; REFER TO STRUCTURAL CONCRETE RETAINING WALL; REFER TO STRUCTURAL REINFORCED CONCRETE WALL; REFER TO STRUCTURAL MASONRY PLANTERS ROOF CRICKET WATERPROOFING MEMBRANE PLYWOOD SHEATHING 2X10 ROOF WOOD JOIST BATT INSULATION PER TITLE 24 LIGHTWEIGHT CONCRETE FLOOR TOPPING 2X12 FLOOR WOOD JOIST GYPSUM BOARD AWNING WINDOW GLASS & ALUMINUM STOREFRONT SYSTEM BALCONY ( WITH SPRINKLER FIRE PROTECTION) PAINTED METAL PANEL; MANUFACTURER TO BE DETERMINED EXTERIOR CEMENTITIOUS FIBER LAP SIDING (DUNN EDWARDS PERISCOPE [100/90/65]) BY JAMES HARDIE; REFER TO ELEVATION EXTERIOR CEMENTITIOUS FIBER LAP SIDING (DUNN EDWARDS JET [100/90/65]) BY JAMES HARDIE; REFER TO ELEVATION EXTERIOR CEMENT PLASTER, WHITE; REFER TO ELEVATION ZINC SHINGLE BY RHEINZINK OR EQUIVALENT; REFER TO ELEVATION GLASS RAILING GALV. METAL RAILING METAL CANOPY (SEPARATE SUBMITAL) ROOF POOL PODIUM FINISH POUR IN PLACE CONCRETE PLANTER PLASTER SOFFIT BALCONY

E SD-3.0

Date

02-P2 128' - 0" 127.15'

A-10.10

01 02

10' - 0"

A-10.2

Revision 1

03-P1 138' - 0" 137.15'

10.31.16 12.14.16 04.05.17

03-P1 138' - 0" 137.15'

Revision Description

12' - 10"

10' - 0"

09- T.O.P 92' - 0" 91.15'

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

SECTION A

3/16" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐5.0

KEY NOTES:

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19.

20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30.

A.1

A.2

A.3

C.1

E.1

‐ ‐ ‐ ‐ ‐

A 3' - 3"

4' - 11"

4' - 6"

4' - 10"

26' - 0"

2' - 9"

13' - 9"

17' - 6"

1' - 3"

24' - 9"

4' - 0"

6' - 9"

7' - 3"

ROOF SCREEN MECHANICAL EQUIPMENT 9

09- T.O.S 195' - 0" 194.65' 09- T.O.P 192' - 0" 191.15'

ROOF SCREEN

A-10.3

16 9' - 10"

A-10.4

A-6.2

3' - 7"

3 A-10.4

1' - 0"

9 A-10.4

21 A-10.2 19' - 8"

A-10.2

A-10.4 5' - 4"

2' - 0"

2' - 8"

04-GROUND 150' - 6" 149.75'

1' - 6"

BASELINE 152' - 0" 151.15'

A-10.2

1' - 0"

5 3

05-MEZZ 1.5 161' - 0" 160.15' 3

A-6.0

BASELINE 152' - 0" 151.15'

RETAIL 147' - 10" 147.15'

0.98%

03-P1 138' - 0" 137.15'

1' - 0"

03-P1 138' - 0" 137.15'

04-GROUND 150' - 6" 149.75'

5' - 10"

8' - 9"

9' - 10"

RETAIL 147' - 10" 147.15'

4 A-10.4

PODIUM 168' - 6" 167.65'

10' - 0"

9' - 0"

10' - 0"

01 02

06-Level 2 171' - 0" 170.15'

Date 1

6 A-10.4

Revision 1

A-10.4

PD 3" SD.2.3

10.31.16 12.14.16 04.05.17

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

A-10.4

10' - 0"

A-8.4

3' - 9"

9' - 0"

8' - 10"

PROPERTY LINE

A-10.4

7' - 6"

8' - 10"

10' - 0"

A-10.3

2' - 6"

A-10.3

05-MEZZ 1.5 161' - 0" 160.15'

A-6.3

10' - 0"

PODIUM 168' - 6" 167.65'

17 29

2' - 6"

06-Level 2 171' - 0" 170.15'

07-Level 3 181' - 0" 180.15'

7' - 6"

9 18

STREET OF THE GOLDEN LANTERN

5 A-10.4

A-10.4

07-Level 3 181' - 0" 180.15'

9' - 0"

A-10.4

9' - 7"

24 8

1' - 6"

A-10.4 10' - 0"

A-10.4

8' - 10"

A-10.3 10' - 0"

9' - 7"

2' - 8"

08- ROOF 189.90'

5 A-10.3

A-10.3

1' - 5"

8' - 9"

A-10.3

9' - 10"

5' - 0"

1' - 5"

08- ROOF 189.90'

1 A-10.3

4' - 4 3/4"

Revision Description

09- T.O.S 195' - 0" 194.65' 09- T.O.P 192' - 0" 191.15'

Date

8 A-10.10

0.98% 0' - 5"

02-P2 128' - 0" 127.15'

PROJECT NAME:

8 A-10.10

02-P2 128' - 0" 127.15'

VISTA DEL MAR PROJECT ADDRESS:

1 F

SD-3.0

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

SECTION B

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

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐5.1

16' - 2"

37' - 2"

32' - 6"

15' - 6"

7 6' - 0"

20' - 3"

17' - 6"

10 4' - 0"

A-10.3

1 A-10.3

08- ROOF 189.90'

09- T.O.P 192' - 0" 191.15'

‐ ‐ ‐ ‐ ‐

MECHANICAL EQUIPMENT

1' - 5"

08- ROOF 189.90'

09- T.O.S 195' - 0" 194.65'

ROOF SCREEN

5' - 0"

09- T.O.P 192' - 0" 191.15'

ROOF SCREEN

10- T.O.SC 43' - 0"

5' - 0"

1' - 5"

09- T.O.S 195' - 0" 194.65'

20 13 9' - 7"

L - 317

L - 318

L - 319

16 10' - 0"

12 A-10.3

UNIT T-A 547 Sq.ft.

L - 216

UNIT T-B 547 Sq.ft.

L - 217

L - 218

L - 219

2' - 6"

10' - 0"

12' - 0"

17 7' - 6"

3' - 6"

20 A-10.2

13' - 2"

4' - 0"

9' - 0"

19' - 5"

19' - 8"

3 25

RETAIL 103 1,185 SF

147.15' 5' - 0"

06-Level 2 171' - 0" 170.15' PODIUM 168' - 6" 167.65'

05-MEZZ 1.5 161' - 0" 160.15'

BASELINE 152' - 0" 151.15' 04-GROUND 150' - 6" 149.75' RETAIL 147' - 10" 147.15'

GREASE INTERCEPTOR

02-P2 128' - 0" 127.15'

KEY NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30.

Date 1 01 02

E SD-3.0

Revision 1

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

02-P2 128' - 0" 127.15'

Date

E SD-3.0

P-4.0 P-2.0

10.31.16 12.14.16 04.05.17

Date

10' - 0"

9' - 0"

10' - 0"

Revision Description

1' - 0"

03-P1 138' - 0" 137.15'

8' - 10"

8' - 5"

03-P1 138' - 0" 137.15'

9' - 10"

8' - 4"

07-Level 3 181' - 0" 180.15'

2' - 8" 1' - 6"

04-GROUND 150' - 6" 149.75'

2' - 8" 1' - 6"

BASELINE 152' - 0" 151.15'

UNIT T-B 596 Sq.ft.

18' - 11"

9' - 0"

05-MEZZ 1.5 161' - 0" 160.15'

A-10.3

15' - 11"

7' - 6"

PODIUM 168' - 6" 167.65'

2' - 6"

10' - 0"

SAN JUAN AVENUE

06-Level 2 171' - 0" 170.15'

L - 316

UNIT T-B 596 Sq.ft.

07-Level 3 181' - 0" 180.15'

UNIT T-B 596 Sq.ft.

UNIT T-A 596 Sq.ft.

10' - 0"

9' - 7"

PACIFIC COAST HIGHWAY

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

SECTION C

3/16" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐5.2

KEY NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20.

‐ ‐ ‐ ‐ ‐

21. 22. 23. 24. 25. 26. 27. 28. 29. 30.

A.1

A.2

3' - 3"

4' - 11"

C.1

E.1

4' - 6"

4' - 10"

26' - 0"

2' - 9"

13' - 9"

17' - 6"

1' - 3"

24' - 9"

ROOF SCREEN

4' - 0" 21

6' - 9"

7' - 3"

ROOF SCREEN

PL 3 A-10.3 5' - 0"

1 A-10.4

6' - 11"

9' - 7"

2 A-10.4

9' - 7"

08- ROOF 189.90'

10- T.O.SC 43' - 0"

15' - 2"

5' - 2"

09- T.O.S 195' - 0" 194.65' 09- T.O.P 192' - 0" 191.15'

1' - 5"

4' - 9"

3 A-10.3 1' - 5"

08- ROOF 190' - 7" 189.90'

4' - 4 3/4"

09- T.O.S 195' - 0" 194.65' 09- T.O.P 192' - 0" 191.15'

9 11

A.3

05-MEZZ 1.5 161' - 0" 160.15'

14 A-10.2

9 A-10.4

9' - 0"

15' - 11"

9' - 0"

2' - 8"

4 A-10.4

1' - 6"

04-GROUND 150' - 6" 149.75'

2' - 8"

BASELINE 152' - 0" 151.15'

A-6.0

RETAIL 147' - 10" 147.15'

3 2 7' - 10"

6' - 11"

17 A-7.1.1

9' - 10"

10' - 4"

9' - 10"

BASELINE 152' - 0" 151.15' 04-GROUND 150' - 6" 149.75' RETAIL 147' - 10" 147.15'

03-P1 138' - 0" 137.15'

10' - 0"

1 A-7.4

02-P2 128' - 0" 127.15'

Temp. Level 1 148' - 0"

03-P1 138' - 0" 137.15'

05-MEZZ 1.5 161' - 0" 160.15'

PROJECT NAME:

VISTA DEL MAR

01 02

10 A-10.4

PODIUM 168' - 6" 167.65'

Date 1

2' - 6"

06-Level 2 171' - 0" 170.15'

Revision 1

3' - 6"

11 A-10.4

20' - 0 1/2"

7' - 6"

PODIUM 168' - 6" 167.65'

10' - 0"

06-Level 2 171' - 0" 170.15'

2' - 6"

6' - 7"

10.31.16 12.14.16 04.05.17

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10' - 0"

Date

8 A-10.3

Revision Description

07-Level 3 180.15' 181' - 0"

Date

07-Level 3 181' - 0" 180.15'

STREET OF THE GOLDEN LANTERN

8 A-10.3

A-10.10

02-P2 128' - 0" 127.15'

PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

F 1

SD-3.0

SECTION D

6' - 11"

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

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐5.3

9 4' - 0"

17' - 6"

20' - 3"

6' - 0"

15' - 6"

32' - 6"

37' - 2"

16' - 2"

MECHANICAL EQUIPMENT

ROOF SCREEN

10 11

A-10.3

13' - 0"

9' - 7"

17 9' - 2" 5

A-10.6

10' - 0"

A-10.6

07-Level 3 181' - 0" 180.15'

5 A-10.4

2' - 6"

PODIUM 168' - 6" 167.65'

7' - 6"

A-10.6

06-Level 2 171' - 0" 170.15'

14' - 6" 13 A-10.4

11 A-10.6

BASELINE 152' - 0" 151.15' 04-GROUND 150' - 6" 149.75' RETAIL 147' - 10" 147.15'

Temp. Level 1 148' - 0"

18' - 0"

03-P1 138' - 0" 137.15'

10' - 0"

Date

02-P2 128' - 0" 127.15'

1 F

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

SD-3.0

KEY NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30.

02-P2 128' - 0" 127.15'

Revision Description

9' - 10"

Date

7' - 4"

6' - 5"

01 02

Date 1

8' - 8"

Revision 1

9' - 0"

05-MEZZ 1.5 161' - 0" 160.15'

RETAIL 147' - 10" 147.15'

A-10.3

10.31.16 12.14.16 04.05.17

04-GROUND 150' - 6" 149.75'

2' - 8" 1' - 6"

BASELINE 152' - 0" 151.15'

2' - 8" 1' - 6"

9' - 7" 10' - 0" 2' - 6" 7' - 6" 9' - 0"

05-MEZZ 1.5 161' - 0" 160.15'

SAN JUAN AVENUE

PODIUM 168' - 6" 167.65'

PACIFIC COAST HIGHWAY

06-Level 2 171' - 0" 170.15'

5 A-10.4

08- ROOF 190' - 7" 189.90'

5' - 5"

A-10.2

07-Level 3 181' - 0" 180.15'

09- T.O.S 195' - 0" 194.65'

08- ROOF 189.90'

1' - 5"

A-10.3

09- T.O.P 192' - 0" 191.15'

1' - 5"

4' - 4 3/4"

09- T.O.S 195' - 0" 194.65'

ROOF SCREEN

10' - 0"

09- T.O.P 192' - 0" 191.15'

‐ ‐ ‐ ‐ ‐

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

SECTION E

3/16" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐5.4

WALL SECTION KEY NOTES

5 A10.3

EXTERIOR CEMENT PLASTER

CEMENTITIOUS FIBER BOARD

BURNISHED CONCRETE BLOCK

6" CMU WALL

PAINTED ALUMINUM PANEL

ZINC SHINGLES

ALUMINUM WINDOW SYSTEM

GLASS AND ALUMINUM STOREFRONT

TH T.O.P. 42'-2" 191.15'

ROOF ASSEMBLY 1 SEE DETAIL

1 A10.3 TH T.O.R. 40'-10" 189.90'

9 A10.6

TH T.O.R. 40'-10" 189.90'

9 A10.3

9'-1"

RESIDENTIAL UNIT

TH T.O.P. 42'-2" 191.15'

9 A10.6

5 A10.4

CAST-IN-PLACE COCRETE FOOTINGS, SLABS, BANDS, CURBS

RESIDENTIAL UNIT

L319

9'-0"

ROOF ASSEMBLY 1 SEE DETAIL

L316

MULLIONLESS STOREFRONT

WOOD STUD

METAL CANOPY

BREAK METAL FASCIA

CABLE RAILING

GLASS GUARDRAIL SYSTEM

MECHANICAL SCREEN

COLORED METAL COILS

CONCRETE PODIUM PLANTER

R19 BATT INSULATION -WALLS

CONCRETE TOPPING SLAB

R30 BATT INSULATION ROOF

ROOF COPING

BUILT-UP ROOF ASSEMBLY

5/8" TYPE 'X' GYP. BD.

CONCRETE SHEARWALL

COLORED METAL COILS

STONE VENEER

CONCRETE WALK-2% MINIMUM SLOPE AWAY FROM BUILDING

RAISED PAVING SYSTEM

LIGHT GAUGE STEEL STRUCTURAL

1 HR RATED EXT. 6" METAL STUD WALL

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

10 A10.3

TH LEVEL 2 30'-10" 170.15'

11 9

RESIDENTIAL UNIT

8'-9"

6 A10.4

11 A10.4

L216

L219

FLOOR ASSEMBLY 2 SEE DETAIL

29 1

FLOOR ASSEMBLY 2 SEE DETAIL

42"

11 A10.3

11 A10.6

PODIUM LEVEL 20'-10" 167.65'

13 A10.3

3 A10.4

10 A10.4

9 A10.4

FRAMING - REFER TO

19'-10"

19'-9"

19'-10"

9 A10.4

‐ ‐ ‐ ‐ ‐

Date

GR03

RETAIL

Date 1

RETAIL

4 A10.4

RETAIL LEVEL 0'-0" 147.15'

Date

PARKING

B-1

PARKING

B-1

BASEMENT 1 -10'-0" 137.15'

ROOM NAME 000

DETAIL

KEYNOTE

ELEVATION

B-2

9'-0"

B-2

9'-0"

B-2

PROJECT NAME:

0 A-0.0

PARKING

ROOM TAG

SECTION SYMBOL LEGEND

01 02

PARKING

9'-0"

RETAIL LEVEL 0'-0" 147.15'

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

RETAIL LEVEL 0'-0" 147.15'

9'-1"

4 A10.4

14 A10.3

Revision 1

GR03

RETAIL

10.31.16 12.14.16 04.05.17

Revision Description

GR02

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

8 A10.10

8 A10.10 1

WALL SECTION 1

As indicated BASEMENT 2 -20'-0" 127.15'

BASEMENT 2 -20'-0" 127.15'

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

WALL SECTION 01 1/2" = 1'-0"

WALL SECTION 02 1/2" = 1'-0"

WALL SECTION 03 1/2" = 1'-0"

A‐6.0

WALL SECTION KEY NOTES E1

2 A10.3

9 A10.6

ROOF 43'-4" 191.15'

ROOF 43'-4" 191.15' 7 19 24

RESIDENTIAL UNIT L315

3 A10.6

EXTERIOR CEMENT PLASTER

CEMENTITIOUS FIBER BOARD

BURNISHED CONCRETE BLOCK

6" CMU WALL

PAINTED ALUMINUM PANEL

ZINC SHINGLES

ALUMINUM WINDOW SYSTEM

GLASS AND ALUMINUM STOREFRONT

MULLIONLESS STOREFRONT

WOOD STUD

METAL CANOPY

BREAK METAL FASCIA

CABLE RAILING

GLASS GUARDRAIL SYSTEM

MECHANICAL SCREEN

COLORED METAL COILS

CONCRETE PODIUM PLANTER

R19 BATT INSULATION -WALLS

CONCRETE TOPPING SLAB

R30 BATT INSULATION ROOF

ROOF COPING

BUILT-UP ROOF ASSEMBLY

5/8" TYPE 'X' GYP. BD.

CONCRETE SHEARWALL

COLORED METAL COILS

STONE VENEER

CONCRETE WALK-2% MINIMUM SLOPE AWAY FROM BUILDING

RAISED PAVING SYSTEM

LIGHT GAUGE STEEL STRUCTURAL

1 HR RATED EXT. 6" METAL STUD WALL

8 A10.4

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

THIRD FLOOR 33'-4" 180.15'

4 A10.3

24 19

FLOOR ASSEMBLY 2 SEE DETAIL

11 A10.6

30 32

MEZZANINE 13'-4" 160.15'

Date

21'-11"

15 A10.3

21'-11"

15 A10.3

FRAMING - REFER TO

RETAIL

Date

16 A10.3

16 A10.3 1

RETAIL LEVEL 0'-0" 147.15'

PARKING B-1

SECTION SYMBOL LEGEND BASEMENT 1 -10'-0" 137.15'

BASEMENT 1 -10'-0" 137.15'

ROOM NAME 000

ROOM TAG

PROJECT NAME:

0 A-0.0

DETAIL

KEYNOTE

PARKING B-2

8 A10.10

ELEVATION

±9'-0"

PARKING B-2

PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

WALL SECTION 2 BASEMENT 2 -20'-0" 127.15'

BASEMENT 2 -20'-0" 127.15'

VISTA DEL MAR

SHEET TITLE:

01 02

B-1

±9'-0"

RETAIL LEVEL 0'-0" 147.15'

PARKING

Revision 1

Revision Description

GR02

SECOND FLOOR 23'-4" 170.15'

10.31.16 12.14.16 04.05.17

12 A10.4

L215

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

RESIDENTIAL UNIT

8'-9"

RESIDENTIAL UNIT

8'-9"

16 A10.4

9'-0"

5 A10.4

RESIDENTIAL UNIT WALL ASSEMBLY 1 L315 SEE DETAIL

9'-0"

7 A10.3

Date 1

2 A10.3

ROOF ASSEMBLY 1 SEE DETAIL

CAST-IN-PLACE COCRETE FOOTINGS, SLABS, BANDS, CURBS

‐ ‐ ‐ ‐ ‐

ROOF ASSEMBLY 1 SEE DETAIL

As indicated ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

WALL SECTION 04 1/2" = 1'-0"

WALL SECTION 05 1/2" = 1'-0"

A‐6.1

1 A10.3

ROOF ASSEMBLY 1 SEE DETAIL

9 A10.6

2'-1"

ROOF ASSEMBLY 1 SEE DETAIL

9 A10.6

WALL SECTION KEY NOTES

ROOF 43'-4" 191.15'

6 A10.3

9'-1"

RESIDENTIAL UNIT

7 A10.3

5 A10.4

9'-0"

RESIDENTIAL UNIT

L302

8 A10.4

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

3'-8"

L301

8 A10.4

FLOOR ASSEMBLY 1 SEE 10 DETAIL

A10.6 THIRD FLOOR 33'-4" 180.15'

THIRD FLOOR 33'-4" 180.15'

6 A10.3

L201

5 A10.4

8 A10.4

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

RESIDENTIAL UNIT

3'-8"

8'-9"

RESIDENTIAL UNIT

6 A10.3

L202

8 A10.4

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

SECOND FLOOR 23'-4" 170.15'

24 3

6 A10.3 16 A10.4

119

8'-9"

8'-10"

LEASING OFFICE

CAST-IN-PLACE COCRETE FOOTINGS, SLABS, BANDS, CURBS

EXTERIOR CEMENT PLASTER

CEMENTITIOUS FIBER BOARD

BURNISHED CONCRETE BLOCK

6" CMU WALL

PAINTED ALUMINUM PANEL

ZINC SHINGLES

ALUMINUM WINDOW SYSTEM

GLASS AND ALUMINUM STOREFRONT

MULLIONLESS STOREFRONT

WOOD STUD

METAL CANOPY

BREAK METAL FASCIA

CABLE RAILING

GLASS GUARDRAIL SYSTEM

MECHANICAL SCREEN

COLORED METAL COILS

CONCRETE PODIUM PLANTER

R19 BATT INSULATION -WALLS

CONCRETE TOPPING SLAB

R30 BATT INSULATION ROOF

ROOF COPING

BUILT-UP ROOF ASSEMBLY

5/8" TYPE 'X' GYP. BD.

CONCRETE SHEARWALL

COLORED METAL COILS

STONE VENEER

CONCRETE WALK-2% MINIMUM SLOPE AWAY FROM BUILDING

RAISED PAVING SYSTEM

LIGHT GAUGE STEEL STRUCTURAL

1 HR RATED EXT. 6" METAL STUD WALL

8'-9"

RESIDENTIAL UNIT

‐ ‐ ‐ ‐ ‐

A.1

FRAMING - REFER TO

L101

12 A10.4

13 A10.4

11 A10.6

PARKING

GR01

9'-6"

9'-5"

Revision Description

Date

Date 1

MEZZANINE 13'-4" 160.15'

Revision 1

MEZZANINE 13'-4" 160.15'

FLOOR ASSEMBLY 2 SEE DETAIL

11 A10.6

10.31.16 12.14.16 04.05.17

FLOOR ASSEMBLY 2 SEE DETAIL

B-1

PARKING B-1

BASEMENT 1 -10'-0" 137.15'

B-2

PARKING

8 A10.10

±9'-0"

PARKING

B-2

PROJECT NAME:

0 A-0.0

DETAIL

KEYNOTE

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

WALL SECTION 3 BASEMENT 2 -20'-0" 127.15'

BASEMENT 2 -20'-0" 127.15'

000

ROOM TAG

ELEVATION

ROOM NAME

SECTION SYMBOL LEGEND

01 02

±9'-0"

PARKING

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

GROUND FLOOR 0'-0" 147.15'

As indicated ARCHITECT:

____ PROJECT NUMBER:

‐ 06

WALL SECTION 06 1/2" = 1'-0"

WALL SECTION 07 1/2" = 1'-0"

SHEET NUMBER:

A‐6.2

WALL SECTION KEY NOTES E1

1 A-7.2

1 A10.3

ROOF ASSEMBLY 1 SEE DETAIL

9 A10.6

ROOF 43'-4" 191.15'

EXTERIOR CEMENT PLASTER

CEMENTITIOUS FIBER BOARD

BURNISHED CONCRETE BLOCK

6" CMU WALL

PAINTED ALUMINUM PANEL

ZINC SHINGLES

ALUMINUM WINDOW SYSTEM

GLASS AND ALUMINUM STOREFRONT

RESIDENTIAL UNIT

RESIDENTIAL UNIT L207

MULLIONLESS STOREFRONT

WOOD STUD

METAL CANOPY

BREAK METAL FASCIA

CABLE RAILING

GLASS GUARDRAIL SYSTEM

MECHANICAL SCREEN

COLORED METAL COILS

CONCRETE PODIUM PLANTER

R19 BATT INSULATION -WALLS

CONCRETE TOPPING SLAB

R30 BATT INSULATION ROOF

ROOF COPING

BUILT-UP ROOF ASSEMBLY

5/8" TYPE 'X' GYP. BD.

CONCRETE SHEARWALL

COLORED METAL COILS

STONE VENEER

CONCRETE WALK-2% MINIMUM SLOPE AWAY FROM BUILDING

RAISED PAVING SYSTEM

LIGHT GAUGE STEEL STRUCTURAL

1 HR RATED EXT. 6" METAL STUD WALL

9'-1"

L309

5 A10.4

8 A10.4

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

5 A-7.3

8 A-7.3

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

THIRD FLOOR 33'-4" 180.15'

THIRD FLOOR 33'-4" 180.15' 13

8'-9"

RESIDENTIAL UNIT L209

8'-9"

7 A-7.2

7 A10.3

RESIDENTIAL UNIT

‐ ‐ ‐ ‐ ‐

6 A-7.2

CAST-IN-PLACE COCRETE FOOTINGS, SLABS, BANDS, CURBS

6 A10.3

5 A10.4

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

SECOND FLOOR 23'-4" 170.15'

8 A-7.3

5 A-7.3 29

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

SECOND FLOOR 23'-4" 170.15' 3' - 6"

8 A10.4

24 2

124

8'-10"

RESIDENTIAL STORAGE

RESIDENTIAL AMENITY

L207

FRAMING - REFER TO

118

FLOOR ASSEMBLY 2 SEE DETAIL

11 A10.6

FLOOR ASSEMBLY 2 SEE DETAIL

GROUND FLOOR 0'-0" 147.15'

SECTION SYMBOL LEGEND

BASEMENT 1 -10'-0" 137.15'

ROOM NAME 000

ROOM TAG

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

GROUND FLOOR 0'-0" 147.15'

WALL SECTION 08 1/2" = 1'-0"

Revision 1

Date Revision Description No

Date

WALL SECTION 09 1/2" = 1'-0"

MEZZANINE 13'-4" 160.15'

Date 1

11 A10.6

10.31.16 12.14.16 04.05.17

A-7.1.3

PROJECT NAME:

0 A-0.0

DETAIL

KEYNOTE

ELEVATION

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

WALL SECTION 4 BASEMENT 2 -20'-0" 127.15'

BASEMENT 2 -20'-0" 127.15'

As indicated ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐6.3

WALL SECTION KEY NOTES

3 A10.3 ROOF ASSEMBLY 1 SEE DETAIL 9

ROOF ASSEMBLY 1 SEE DETAIL

9 A10.6

1 A10.4

2 A10.3

A10.6 ROOF 43'-4" 191.15'

ROOF 43'-4" 191.15'

19 24

21 8

9'-0"

9'-1"

2 A10.4

RESIDENTIAL UNIT

WALL ASSEMBLY 1 SEE DETAIL

L214

RESIDENTIAL UNIT

3 A10.6

L303

8 A10.4

FLOOR ASSEMBLY 1 SEE DETAIL 10

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

A10.6 THIRD FLOOR 33'-4" 180.15'

THIRD FLOOR 33'-4" 180.15'

4 A10.3

8'-9"

3 A10.6

RESIDENTIAL UNIT

8'-9"

WALL ASSEMBLY 1 SEE DETAIL RESIDENTIAL UNIT

CAST-IN-PLACE COCRETE FOOTINGS, SLABS, BANDS, CURBS

EXTERIOR CEMENT PLASTER

CEMENTITIOUS FIBER BOARD

BURNISHED CONCRETE BLOCK

6" CMU WALL

PAINTED ALUMINUM PANEL

ZINC SHINGLES

ALUMINUM WINDOW SYSTEM

GLASS AND ALUMINUM STOREFRONT

MULLIONLESS STOREFRONT

WOOD STUD

METAL CANOPY

BREAK METAL FASCIA

CABLE RAILING

GLASS GUARDRAIL SYSTEM

MECHANICAL SCREEN

COLORED METAL COILS

CONCRETE PODIUM PLANTER

R19 BATT INSULATION -WALLS

CONCRETE TOPPING SLAB

R30 BATT INSULATION ROOF

ROOF COPING

BUILT-UP ROOF ASSEMBLY

5/8" TYPE 'X' GYP. BD.

CONCRETE SHEARWALL

COLORED METAL COILS

STONE VENEER

CONCRETE WALK-2% MINIMUM SLOPE AWAY FROM BUILDING

RAISED PAVING SYSTEM

LIGHT GAUGE STEEL FRAMING-REFER TO STRUCTURAL

L214

L203

FLOOR ASSEMBLY 2 SEE DETAIL 11

FLOOR ASSEMBLY 1 SEE DETAIL

10 A10.6

A10.6

1 A10.4

SECOND FLOOR 23'-4" 170.15'

8'-9"

RESIDENTIAL UNIT L102

2 A10.4

FLOOR ASSEMBLY 2 SEE DETAIL

11 A10.6

1 HR RATED INT. 6" METAL STUD WALL

SOUND INSULATION

15 A10.3

GROUND FLOOR 0'-0" 147.15'

16 A10.3

Date

Date 1 Revision 1

GR02

GR-01

Revision Description

RETAIL

9'-5"

PARKING

10.31.16 12.14.16 04.05.17

Date

19'-6"

MEZZANINE 13'-4" 160.15'

‐ ‐ ‐ ‐ ‐

A.1

PARKING

±9'-0"

B-1

1 1

BASEMENT 1 -10'-0" 137.15'

ROOM NAME 000

PARKING

ROOM TAG

PROJECT NAME:

0 A-0.0

DETAIL

KEYNOTE

B-2

±9'-0"

B-2

±9'-0"

PARKING

8 A10.10

8 A10.10 1

SECTION SYMBOL LEGEND

01 02

PARKING

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

±9'-0"

RETAIL LEVEL 0'-0" 147.15'

ELEVATION

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

WALL SECTION 5 BASEMENT 2 -20'-0" 127.15'

BASEMENT 2 -20'-0" 127.15'

As indicated ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

.10

WALL SECTION 10 1/2" = 1'-0"

.11

WALL SECTION 11 1/2" = 1'-0"

A‐6.4

A-7.0.1

1'-0"

1'-11"

3'-8"

‐ ‐ ‐ ‐ ‐

1'-11"

7'-4"

16'-8"

3'-8"

0'-6"

3'-8"

0'-6"

3'-8"

0'-6"

5'-8" 3'-8"

1'-0"

18'-0"

1'-0"

4'-7"

16'-8"

5'-8"

1'-11"

0'-4"

9'-8"

10'-0"

9'-8"

4'-8"

06-Level 2 171' - 0"

VISUAL STRIPING PER 11-B504.4.1

0'-4"

9'-8"

10'-0"

A-7.1.2

6'-10"

18'-0"

0'-7"

0'-4"

07-Level 3 181' - 0"

7'-4" 16'-8" 18'-2"

6'-7"

7'-8"

1'-0"

5'-6"

5'-3"

3'-8"

08-ROOF 191' - 0"

7'-10"

1'-11"

7'-10"

1'-0"

A.1

9'-0"

1'-11"

7'-10"

9'-0"

3'-8"

9'-0"

PLAN (GROUND)

PLAN (P2)

PLAN (2ND FL)

A-7.0.1

3'-8"

0'-6"

3'-8"

Revision 1

Revision Description

DN 63

UP 47

UP 83

1'-0"

100

1 10.31.16 12.14.16 04.05.17

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

3'-8"

0'-6"

3'-8"

0'-6"

3'-8"

LADDER SHAFT ROOF ACCESS

PROJECT NAME:

9'-8"

VISTA DEL MAR PROJECT ADDRESS:

PLAN (MEZZ)

A-7.1.1

PLAN (P1)

A-7.1.1

02-P2 128' - 0"

1'-0"

7'-4"

16'-8"

18'-0"

A-7.1.1

10'-0"

1'-11"

1'-0" 57

7'-4"

01 02

A-7.1.1

8'-2"

1'-11"

5'-8"

8'-5"

5'-8"

6'-8"

VISUAL STRIPING PER 11-B504.4.1

1'-11"

1'-0"

A-7.1.2

7'-10"

5'-8"

1'-0"

16'-8"

18'-0"

18'-2"

16'-8"

4'-7"

A-7.1.1

03-P1 138' - 0"

1'-11"

6'-8"

7'-4"

6'-8" 14'-0"

7'-10"

24 25

9'-0"

1'-11"

3'-8"

1'-0"

1'-11"

BASELINE 152' - 0"

3'-8"

7'-9"

7'-10"

9'-0"

3'-8"

9'-0"

8'-9"

9'-0"

Date

05-MEZZ 1.5 161' - 0"

Date 1

A-7.1.1

PLAN (3RD FL)

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

A-7.1.1

STAIR PLANS & SECTIONS 1'-11" 1

STAIR #1 SECTION 3/8" = 1'-0"

3/8" = 1'-0" 2

STAIR #1 PLANS 3/8" = 1'-0"

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.0.1

3 21'-6" 19'-6" 5'-8"

9'-2"

4'-8" 1'-11"

UP 6

5'-8"

1'-11" 9'-4"

5'-6"

06-Level 2 171' - 0"

4'-8"

21'-6"

PODIUM 168' - 6"

19'-6" 9'-2"

4'-8" 1'-11"

1'-0"

05-MEZZ 1.5 161' - 0"

0'-8"

3'-8"

A-7.1.2

A-7.1.1

25'-7"

10'-0"

3'-8"

40 39 38 37 36 35 34 33 32 31 30 29

A-7.0.2

19'-4"

‐ ‐ ‐ ‐ ‐

5'-8"

1'-0"

10'-0"

1'-0"

10'-0"

15'-7"

8'-0"

6'-7"

8'-0"

3'-8"

0'-8"

A-7.0.2

8'-0"

3'-8"

18 17 16 15 14 13 12 11 10

19 20 21 22 23 24 25 26 27 28

1'-0"

1'-11"

04-GROUND 150' - 6"

21'-6" 19'-6"

1'-11"

1'-0"

0'-8" 0'-11"

3'-8"

0'-6

0'-4"

41 42 43 44 45 46 47 48 49 50

A-7.1.1

1'-11"

0'-4"

A-7.1.1

1'-0"

Date

9'-8"

21'-6"

5'-2" 1'-11"

GUARD RAIL

1'-11"

3'-8"

DN 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80

7'-6"

2'-10"

0'-8"

A-7.0.2

6'-6"

3'-8"

A-7.1.1

9'-2" 1'-0"

8'-0"

STAIR #2 SECTION 1 3/8" = 1'-0"

5'-8"

02-P2 128' - 0"

A-7.1.3

01 02

4'-8"

9'-6"

A-7.1.1

20'-0"

A-7.1.1

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

5 17

03-P1 138' - 0"

10.31.16 12.14.16 04.05.17

12'-0"

4'-8"

Date

A-7.0.2

58 57 56 55 54 53 52 51

Date 1

62 61 60 59

Revision Description

12'-2"

4'-8"

13 __ " 16

0'-4"

9'-2"

Revision 1

5'-8"

RETAIL 148' - 0"

3'-8"

0'-4"

VISUAL STRIPING PER 11-B504.4.1

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

1'-0"

1'-11" 5'-8"

15'-7" 27'-10" 29'-4"

STAIR #2 PLANS 3/8" = 1'-0"

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA 6'-7"

SHEET TITLE:

STAIR PLANS & SECTIONS 3/8" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.0.2

C.1

E E.1

8 A-7.1.1

Sim

1' - 8"

07-Level 3 181' - 0"

5 A-7.1.1

Sim

06-Level 2 171' - 0" 06-Level 2 171' - 0"

PODIUM 168' - 6"

19'-3 7/8"

05-MEZZ 1.5 161' - 0"

STAIR 04 - SECTION 2 3/8" = 1'-0"

‐ ‐ ‐ ‐ ‐

14'-2 1/2"

07-Level 3 181' - 0" 1 6 A-7.1.1

Sim

04-GROUND 150' - 6"

1 A-7.1.1

Sim 10' - 10"

A-7.1.1

5'-1 3/8"

A-7.1.1

0'-11"

06-Level 2 171' - 0"

STAIR #3 SECTION 3/8" = 1'-0"

2 A-7.1.1

3' - 0"

A-7.1.1 Sim

PODIUM 168' - 6"

STAIR 04 - SECTION 3/8" = 1'-0"

C.1

4' - 8 1/4"

22 21

34'-3" 5'-6"

8'-3"

7'-8"

12'-10"

8'-0"

Date

10.31.16 12.14.16 04.05.17

20 21 22 23 24 25 26 27 28 29 30 31 32 33 34

5'-6"

9 10 11 12 13 14 15 16 17 18 19

VISUAL STRIPING PER 11B504.4.1, TYP.

Revision 1

A-7.0.3

Revision Description

Date

A-7.0.3

Date 1

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

15'-4"

8 7

7'-4"

6 5 4 3

2'-0"

01 02

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

E 5'-6"

SHEET TITLE:

3' - 8"

6 A-7.0.3

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

STAIR PLANS & SECTIONS

E.1 3/8" = 1'-0" ARCHITECT:

STAIR #3 PLANS 3/8" = 1'-0"

STAIR 04 - ENLARGED 3/8" = 1'-0"

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.0.3

HEADROOM WASHER DRYER

7'6"

3'-3"

7'-0" UP

0' - 11"

3' - 8"

7'-4" 3' 3" 10'-7"

STAIR #6 PLANS 1/2" = 1'-0"

STAIR #6 SECTIONS 1/2" = 1'-0"

STAIR #5 PLANS 1/2" = 1'-0"

Date

10.31.16 12.14.16 04.05.17

Revision 1

Revision Description

Date

Date 1

0' - 7"

‐ ‐ ‐ ‐ ‐

6'-5"

3' - 10"

17'-0" 7'-4"

8'-10"

A-7.1.3

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

1'-3"

07-Level 3 181' - 0"

PROJECT NAME:

11"

06-Level 2 171' - 0" PODIUM 168' - 6"

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

STAIR PLANS & SECTIONS 1/2" = 1'-0" ARCHITECT:

____ 2

STAIR #5 SECTIONS 1/2" = 1'-0"

PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.0.4

3 PRECAST TREAD DIM PT.

NOSING

3/16

ANGLE TO STRINGER

2 1/2

3x3x1/4 CONT. BTWN. STRINGERS

3x3x1/4 CONT. BTWN. STRINGERS W/ (2) 5/8"~ x 6" HILTI KB-TZ

14 GA. (UNO) SMOOTH >

3/16

1/4" x 4" FLAT BAR CONT. BTWN. STRINGERS W/ (2) 5/8"~ x 1 1/2" A325 T.C. BOLTS ((1) BOLT W/IN 4" OF EA. STRINGER) STRINGER >1/4x10 (UNO)

STRINGER >1/4x10 (UNO)

1/8

F.B. TO STRINGER

EMBED

BENT LIP TO TREAD

PRECAST STAIR TREAD RISER CONSTRUCTION 1 1 1/2" = 1'-0"

PRECAST STAIR CONNECTION TO CONCRETE SLAB WITH ANCHOR 2 1 1/2" = 1'-0"

PRECAST STAIR CONNECTION TO CONCRETE SLAB WITH EMBED 3 1 1/2" = 1'-0"

DIM. PT.

12 1/4

3/16

ANGLE TO STRINGER

LANDING CHANNEL

PRECAST STANDARD TOP STAIR CONNECTION TO STEEL LANDING 4 1 1/2" = 1'-0"

DIM PT.

1 1/4

4x3x1/4 (LLV) BTWN. STRINGERS

MAX. EDGE OF LANDING

NOSING

EDGE OF SLAB 3 1/2

12 1/4

BLOCKOUT

MAX.

PRECAST STANDARD BOTTOM STAIR CONNECTION TO STEEL LANDING 5 1 1/2" = 1'-0"

EDGE OF SLAB

BLOCKOUT

DIM PT.

1 1/4

EDGE OF SLAB

NOSING STRINGER >1/4x10 (UNO)

3 1/2

3x2x1/4 CONT. BTWN. STRINGERS

2x2x1/4 CONT. BTWN. STRINGERS

BLOCKOUT 3/16

DIM PT.

EA. END

4x3x1/4 (LLV) BTWN. STRINGERS 3/16 ANGLE TO STRINGER

STRINGER >1/4x10 (UNO)

5x3x1/4 CONT. BTWN. STRINGERS W/ (2) 5/8"~ x 1 1/2" A325 T.C. BOLTS ((1) BOLT W/IN 4" OF EA. STRINGER)

EA. END

1 1/4

EDGE OF LANDING

NOSING

EA. END

MAX. 3/16

3/16

NOSING

STRINGER A

12 1/4

3/16

2-12

3/16

NOSING

3/16

PSC LANDING SEE LANDING DETAILS

3 1/2

5x3x1/4 CONT. BTWN. STRINGERS W/ (2) 5/8"~ x 1 1/2" A325 T.C. BOLTS ((1) BOLT W/IN 4" OF EA. STRINGER) DIM PT.

LANDING CHANNEL

2-12

STRINGER >1/4x10 (UNO)

2-12 2

2-12

3/16

EDGE OF SLAB

1/8

PSC LANDING SEE LANDING DETAILS

PAN TO STRINGER TYP.

5x3x1/4 CONT. BTWN. STRINGERS W/ (2) 5/8"~ x 1 1/2" A325 T.C. BOLTS ((1) BOLT W/IN 4" OF EA. STRINGER)

1 1/2

MAX.

ANGLE TO STRINGER

1/2

NOSING

/4 31

3/8" RADIUS BENDS

NOSING

EDGE OF LANDING

‐ ‐ ‐ ‐ ‐

DIM. PT.

1 1/4

DIM. PT.

1 1/4

MIN.

DIM. PT.

1 1/4

STRINGER >1/4x10 (UNO)

2-12

PRECAST STANDARD TOP CONNECTION TO EMBED 8 1 1/2" = 1'-0"

REAR CHANNEL C8x11.5# (UNO)

3 1/2

BLOCKOUT

LANDING CHANNEL C8x11.5# (UNO)

1 1/4

3/16 STRINGER >1/4x10 (UNO)

3/16

ANGLE TO STRINGER

REAR CHANNEL C8x11.5# (UNO)

3/4"~ ALL THREAD HANGER ROD

2x2x1/4 CONT. BTWN. STRINGERS EMBED

1/8

3/8x4x8 FLAT BAR

HEADER CHANNEL C8x11.5# (UNO)

6'-0" MAX. A

SECTION A

DECK TO CHANNEL TYPICAL

2-12

BLOCKOUT

1 1/2

3/16

1 1/4

EA. END

3 1/2

EMBED

Revision 1

LANDING CHANNEL C8x11.5# (UNO)

10 GA. BENT PL EDGE FORM

Date 1

1 1/2" B DECKING

NOSING

2 1/2x2 1/2x1/4 W/ (2) 5/8"~ x 1 1/2" A325 T.C. BOLTS

1 1/2" B DECKING SECTION

3/16

SLAB

STUD WALL (BY OTHERS)

Date

MATCH GAP AT SIDE OF STAIR U.N.O.

DIM. PT.

3 1/2

BLOCKOUT

F.O.F.

HSS 2 1/2x2 1/2x1/4 W/ (2) 5/8"~ x 4 1/2" A307 HEX BOLTS

10.31.16 12.14.16 04.05.17

EDGE OF SLAB

PRECAST EXTENDED TOP STAIR CONNECTION TO EMBED 10 1 1/2" = 1'-0"

Revision Description

3x2x1/4 CONT. BTWN. STRINGERS

PRECAST STANDARD BOTTOM CONNECTION TO EMBED 9 1 1/2" = 1'-0"

3/16

CONC. FILL (BY OTHERS)

10 GA. BENT PL EDGE FORM

MAX.

1 1/2

ANGLE TO STRINGER

PRECAST EXTENDED BOTTOM STAIR CONNECTION TO STEEL LANDING 7 1 1/2" = 1'-0"

12 1/4

BLOCKOUT

EMBED

ANGLE TO STRINGER

EMBED

Date

PRECAST EXTENDED TOP STAIR CONNECTION TO STEEL LANDING 6 1 1/2" = 1'-0"

2 1/2

ANGLE TO STRINGER

1 1/2

2 1/2

3/16

3 1/2

3/16

LANDING CHANNEL

4x3x1/4 CONT. BTWN. STRINGERS

1 1/2

ANGLE TO STRINGER

STRINGER >1/4x10 (UNO)

PSC LANDING SEE LANDING DETAILS

1 1/2

LANDING CHANNEL

1 1/2

STRINGER >1/4x10 (UNO)

PSC LANDING SEE LANDING DETAILS

BLOCKOUT

SECTION A STRINGER >1/4x10 (UNO)

HEADER CHANNEL C8x11.5# (UNO)

HANGER ROD CONNECTION TO CONCRETE SLAB WITH EMBED 12 1 1/2" = 1'-0"

CONCRETE FILL LANDING CONSTRUCTION 13 1 1/2" = 1'-0"

CONCRETE FILL LANDING ANGLE POST CONNECTION 14 1 1/2" = 1'-0"

CONCRETE FILL LANDING TUBE STEEL POST CONNECTION 15 1 1/2" = 1'-0"

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

PRECAST EXTENDED BOTTOM STAIR CONNECTION TO EMBED 11 1 1/2" = 1'-0"

LANDING CHANNEL C8x11.5# (UNO)

1 1/2

PROJECT NAME:

VISTA DEL MAR

CONC. WALL (BY OTHERS) LANDING CHANNEL C8x11.5# (UNO)

PROJECT ADDRESS:

3 1/2

SECTION A

CONC. WALL (BY OTHERS)

3 1/2

3/4"~ ALL THREAD HANGER ROD

16 MAX.

01 02

STUD WALL (BY OTHERS)

1 1/2

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

3/16 3/16

2-12 4x4x3/8

HSS 1 1/4 SQ x 3/16 FLAT WASHER & DOUBLE NUT

CONCRETE FILL LANDING HANGER ROD CONNECTION 16 1 1/2" = 1'-0"

3/16 3/16 3/16

6 6 EMBED

CONCRETE FILL LANDING LEDGER ANGLE CONNECTION TO CONCRETE WALL WITH EMBED 17 1 1/2" = 1'-0"

STAIR DETAILS

2-12

4x4x3/8 W/ 5/8"~ x 6" HILTI KB-TZ (4" MIN. EMBEDMENT)

CONCRETE FILL LANDING LEDGER ANGLE CONNECTION TO CONCRETE WALL WITH ANCHOR 18 1 1/2" = 1'-0"

1 1/2" = 1'-0" ARCHITECT: ____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.1.1

3 MIN. 16 GA. BACKING BY OTHERS

1 1/2 MIN.

POINT 'A'

1 1/2 MIN.

STAIR RAIL SEE DETAIL R226

1 TREAD

TOP VIEW

< 1'-2"

1'-0" 2'-10"

TH G N LE

/4;

SECTION B (@ STUD WALL)

B A-

1 1/4"~ PIPE (1.66" O.D.)

WAGNER STYLE B HANDRAIL BRACKET W/ (3) #12 SELFDRILLING SCREWS

1'-3"

WAGNER STYLE B HANDRAIL BRACKET W/ (3) 1/4"~ x 2" DRIVE NAILS

2'-6";

SECTION B (@ CONC. WALL)

FIELD SPLICE, WELD & GRIND SMOOTH (FIELD TRIMMING MAY BE REQ'D.)

POINT 'B'

1'-3"

34" - 38"

1'-3" POINT 'A'/'B'

1'-0"

1 TREAD

A (SIM)

@ S CE A X SP MA EQ '-0" 5

3 5/8 ELEVATION

END VIEW SECTION A PIPE STARTER RAIL WITH LEVEL OFF HANDRIAL 4 1" = 1'-0"

‐ ‐ ‐ ‐ ‐

WALL RAIL WITH BOTTOM LEVEL OFF 1 1" = 1'-0"

1 9/16

1 9/16 1 1/2

1 1/2

1 1/2 TOP VIEW

TOP VIEW FIELD SPLICE, WELD & GRIND SMOOTH

FIELD SPLICE, WELD & GRIND SMOOTH

3 5/8

STAIR RAIL SEE DETAIL R226

ELEVATION

1"=1'-0"

Date

4'-0" MAX.

TOP VIEW

1'-0" <

3'-6" MIN.

PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

3 7/8 MAX.

34" - 38"

VISTA DEL MAR

3 7/8 TYP

PROJECT NAME:

3'-6" MIN.

34" - 38"

/4 33

34" - 38"

STAIR NOSING STAIR STRINGER

13 1/2

TOP VIEW

HSS 1 1/2x1 1/2x0.120"

4'-0" MAX

8 1/4

1 1/2

1'-0"

/8 37 . P TY

HSS 1 1/2x 1 1/2x0.120"

3/8 14

3/16x1 1/4 FLAT BAR BRACKET

FIELD SPLICE, WELD & GRIND SMOOTH (FIELD TRIMMING MAY BE REQ'D.)

1 1/2

/2 41

1 1/2

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

STAIR RAIL SEE DETAIL R226

01 02

VISUAL STRIPING PER 11-B504.4.1

Revision 1

PIPE RAIL WITH STANDARD TOP EXTENDED BOTTOM 3 1" = 1'-0"

10.31.16 12.14.16 04.05.17

PIPE RAIL WITH STANDARD TOP STANDARD BOTTOM 2 1" = 1'-0"

Revision Description

END VIEW

ELEVATION

END VIEW

Date 1

Date

STAIR RAIL SEE DETAIL R226

SHEET TITLE:

END VIEW ELEVATION

END VIEW

ELEVATION

END VIEW

1/4x2 FLAT BAR KICK PLATE

ELEVATION

STAIR DETAILS 1" = 1'-0"

PIPE STAIR RAIL CONSTRUCTION 1" = 1'-0"

PIPE TOP GUARD RAIL WITH STANDARD HANDRAIL RETURN 6 1" = 1'-0"

PIPE STANDARD GUARD RAIL WITH HANDRAIL 7 1" = 1'-0"

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.1.2

2 3/8" SQ. ALUMINUM POST POWDER COATED FINISH

FASCIA MOUNT BRACKET

BOTTOM RAIL

48" TYPICAL POST SPACING (MAX 72")

HORIZONTAL CAP RAIL

LINE OF MOUNTING SUBSTRATE

4X8 WOOD BLOCKING BETWEEN FLOOR JOISTS

CRL LB12X6 1/2" x 6" LAG BOLT

STANDARD GUARDRAIL HEIGHT

LINE OF FINISH WOOD DECK

CRL 1/8" DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY 42" (1066mm)

2 3/8" SQ. ALUMINUM POST POWDER COATED FINISH

CRL 1/8" DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY

CAP RAIL

STANDARD GUARDRAIL HEIGHT

CRL 1/8" DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY

42" (1066mm)

3" STANDARD VERTICAL 3CLEAREANCE

2X WOOD FASCIA BOARD

EDGE OF SLAB 6" TO CENTERLINE OF RAILING RECOMMENDED EDGE DISTANCE

ATTACHMENT ANCHOR WILL DEPEND ON MOUNTING SUBSTRATE AND INSTALLATION LOCATION

3" STANDARD BTM. CLEARANCE ‐ ‐ ‐ ‐ ‐

LINE OF MOUNTING SUBSTRATE

WOOD SUBSTRATE TYPICAL FASCIA MOUNT DETAIL 1 6" = 1'-0"

3" STANDARD VERTICAL 3CLEAREANCE

TYPICAL GUARDRAIL ELEVATION 1 1/2" = 1'-0"

CRL 1/8" DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY

2 3/8" SQ. ALUMINUM POST POWDER COATED FINISH

LINE OF FINISH WOOD DECK

4x8 WOOD BLOCKING BY OTHERS

2X JOIST

CONCRETE SLAB 4000 PSI MIN CRL BP5 5" X 5" x 3/8" BASE PLATE

WOOD SUBSTRATE TYPICAL SURFACE MOUNT DETAIL 5 6" = 1'-0"

CONCRETE SUBSTRATE TYPICAL SURFACE MOUNT DETAIL 6 6" = 1'-0"

Revision 1

CONCRETE SUBSTRATE TYPICAL FASCIA MOUNT DETAIL 4 6" = 1'-0"

Revision Description

Date

CRL BP5 5" X 5" x 3/8" BASE PLATE

200 SERIES TOP CAP 2TR241 TOP CAP ALUMINUM

3" STANDARD VERTICAL 3CLEAREANCE

CRL 1/8" DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY

300 SERIES TOP CAP 3TR241 TOP CAP ALUMINUM

350 SERIES TOP CAP 35TR241 TOP CAP ALUMINUM

Date HORIZONTAL CAP RAIL 2 3/8" SQ. ALUMINUM POST POWDER COATED FINISH CRL 1/8" DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY

400 SERIES TOP CAP 4TR241 TOP CAP ALUMINUM

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

100 SERIES TOP CAP 1TR241 TOP CAP ALUMINUM

CRL 1/8" DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY

2 3/8" SQ. ALUMINUM POST POWDER COATED FINISH

3" STANDARD VERTICAL 3CLEAREANCE

CRL 1/8" DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY

2 3/8" SQ. ALUMINUM POST POWDER COATED FINISH

3" STANDARD VERTICAL 3CLEAREANCE

2 3/8" SQ. ALUMINUM POST POWDER COATED FINISH

10.31.16 12.14.16 04.05.17

HORIZONTAL CAP RAIL

9/16"

11/16"

HORIZONTAL CAP RAIL

3" STANDARD VERTICAL 3CLEAREANCE

2 1/16"

2 3/16" 1 1/4" 9/16"

1 3/4"

HORIZONTAL CAP RAIL

1 3/4"

3 1/2"

3 3/4"

7/16" DIA. HOLE IN POST

3/16" DIA. HOLE IN POST

ARS POST

3/16" DIA. HOLE IN POST

CRL 1/8" DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY

HORIZONTAL CAP RAIL

3/16" DIA. HOLE IN POST

7/16" DIA. HOLE IN POST

01 02

(8)1/4"x3" SCREWS AT EACH END

LINE OF FINISHED CONCRETE

Date 1

CRL WBA38X4 3/8" X 4" LONG WEDGE BOLT ANCHOR

CRL LB12X6 1/2" x 6" LAG BOLT

2 3/8" SQ. ALUMINUM POST POWDER COATED FINISH

3" STANDARD VERTICAL 3CLEAREANCE

CRL 1/8" DIA. CABLE KITS HORIZONTALLY SPACED 3" ON CENTER VERTICALLY

3" STANDARD VERTICAL 3CLEAREANCE

3" STANDARD BTM. CLEARANCE

2 3/8" SQ. ALUMINUM POST POWDER COATED FINISH

4 1/2"

2 1/2" MIN.

LINE OF FINISHED CONCRETE

TYPICAL GUARDRAIL SECTION 1 1/2" = 1'-0"

PROJECT NAME:

VISTA DEL MAR

ARS POST

PROJECT ADDRESS: TENSIONING RECEIVER FOR 1/8" DIA. CABLE

PULL-LOCK FOR 1/8" DIA. CABLE

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

GUARDRAIL DETAIL As indicated TYPICAL TENSIONING RECEIVER POST DETAIL

TYPICAL CENTER POST DETAIL

TYPICAL PULL-LOCK POST DETAIL

ARCHITECT:

____ PROJECT NUMBER:

‐ 7

TOP CAP FOR CABLE GUARDRAIL 6" = 1'-0"

SHEET NUMBER:

A‐7.1.3

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

DANA POINT

SHEET TITLE:

ELEVATOR REQUIREMENTS

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.2

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

ELEVATOR DETAILS

4000# CAPACITY,GURNEY SIZE COMPLIANT PER CBC 3002.4a ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.3

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

ELEVATOR DETAILS

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.4

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

ELEVATOR DETAILS

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.5

‐ ‐ ‐ ‐ ‐

Date Revision Description

elev detail 1/2" = 1'-0"

HEAD SECTION DETAIL

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

ELEVATOR JAMB PROJECTION

TOP OF ELEVATOR HEAD JAMB

HOISTWAY

AUXILIARY RAIL

01 02

CEILING OR SOFFIT

10.31.16 12.14.16 04.05.17

Date

MOUNTING PLATE

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

ELEVATOR DETAILS 1/2" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.6

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

ELEVATOR DETAILS

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐7.7

18'-6" 17'-7 1/2" 3'-0" 3'-0"

2'-9 1/2"

7'-8"

1'-6"

4'-5 1/2"

1'-3"

7'-9"

4'-4 1/2"

9'-1"

2'-6 1/2"1'-10"

STUDIO

BALC. 54 SF

451 SF

4'-3"

9'-1"

BALC. 54 SF

646 SF

2'-6 1/2"1'-10"

4'-3"

14'-10"

G1 xx

H1 xx 27'-1"

2'-2"

27'-0 1/2" 25'-7"

WARDROBE 11'-6" x 2'-2"

4'-11 1/2"

4'-4 1/2"

CLOSET

3'-1"

2'-0"

27'-1"

3'-1"

15'-5 1/2"

9'-0 1/2" 13'-5"

15'-5 1/2"

4'-3" x 2'-0"

5'-2" x8'-4" 5'-2 1/2"

2'-1 1/2"

2'-0"

9'-2"

2'-6 1/2"1'-10"

1'-6"

3'-1"

2'-0 1/2"

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

A2 xx

7'-0"

1'-7 1/2"

G3 xx

6'-8" x 10'-7"

5'-5"

FOYER

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

ADA BATH. 5'-5"

KITCHEN

G2 xx

G3 xx 4'-10 1/2"

14'-10 1/8"

12'-0" x 13'-5"

11'-2"

G2 xx

1'-6"

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

A2 xx

7'-0"

1'-7"

G3 xx

4'-4"

7'-1 1/2"

24'-11" 24'-8"

ONE BEDROOM

2'-0"

2'-1 1/2"

6'-8" x 10'-7"

11'-6" x 14'-11"

5'-5"

5'-2" x8'-4" 4'-11 1/2"

5'-5"

8'-2" x 11'-2" 8'-2 1/2"

ADA BATH.

BEDROOM

LIVING & DINING AREA

3'-1"

2'-0"

FOYER

30'-11"

G1 xx 7'-1 1/2"

11'-3"

KITCHEN

24'-8"

STUDIO

3'-2"

3'-1"

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

A2 xx

18'-6"

11'-6 1/2"

D3 xx

2'-8"

1'-6"

G3 xx

5'-1 1/2"

5'-4" x 12'-5"

3'-2"

1'-7"

4'-3" x 2'-0"

2'-8"

2'-6" 9'-6" x 5'-4"

2'-0"

5'-5"

5'-2" x8'-4" 4'-11 1/2"

6'-8" x 10'-7"

CLOSET G3 xx

ADA BATH. 5'-5"

8'-2" x 11'-2" 8'-2 1/2"

11'-6" x 2'-2"

4'-10 1/2"

4'-3" x 2'-0"

G2 xx

FOYER

1 WARDROBE 4'-2"

451 SF

2'-7 1/2"

24'-0 3/8" 6

BALCONY

12'-1"

H1 xx

3'-1"

2'-0"

CLOSET

4'-10 1/2"

11'-3"

KITCHEN

13'-5"

11'-6" x 2'-2"

11'-6" x 14'-11"

12'-0" x 13'-5"

25'-7"

WARDROBE

BEDROOM

LIVING & DINING AREA

3'-2"

4'-5 1/2"

BALCONY

4'-8"

9'-0 1/2"

15'-5 1/2"

14'-10"

27'-1"

7'-1 1/2"

25'-7"

H1 xx

4'-2"

4'-0"

27'-1"

G1 xx

12'-0" x 13'-5"

2'-8"

9'-6" x 5'-4"

10'-2 1/2"

30'-11"

9'-0 1/2" 13'-5 1/2"

11'-6" x 14'-11"

30'-11"

27'-6"

14'-6 1/2"

BEDROOM

LIVING & DINING AREA

5'-10"

BALCONY

D3 xx

2'-6"

5'-10 1/2"

3'-2"

6'-1"

D3 xx

9'-0"

11'-4 1/2"

D3 xx

4'-4"

7'-8"

2'-3 1/2"

G3 xx

1'-8 1/2"

12'-10"

10'-0"

5'-4" x 12'-5"

12'-1 1/2"

3'-11"

LIVING AREA

4'-7 1/2"

4'-8"

2'-4"

BALCONY

11'-4 1/2"

17'-7 1/2"

D3 xx

10'-0 1/2"

3'-10 1/2" 1'-5 1/2"

3'-10"

5'-4" 6'-6"

2'-6" x 6'-0"

CLOSET

H3 xx

W&D

17'-7" x 14'-6"

9'-1 1/2"

2'-4"

25'-0"

27'-6" 16'-5 1/2"

14'-6"

W&D 3'-3" x 3'-2"

17'-8" x 14'-6"

4'-2"

10'-0"

9'-10"

5'-4" x 12'-5"

12'-1 1/2"

14'-6"

9'-9" x 8'-1"

BALCONY

3'-11 1/2"

FOYER

KITCHEN

28'-1 1/2"

14'-7 1/2"

29'-5"

9'-9" x 8'-1"

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

12'-3 1/2"

12'-4 1/2"

15'-0" x 9'-3"

3'-10 1/2"

24'-11 1/2"

3'-11"

LIVING AREA

9'-5" x 7'-8"

KITCHEN

12'-4"

12'-4 1/2"

10'-0"

3'-10"

2'-9 1/2"

6'-6"

3'-6" x 3'-2"

3'-11"

ADA BATH

3'-11 1/2"

W&D

G3 xx

15'-0" x 9'-3"

1'-6"

G3 xx

FOYER

3'-6"

A2 xx

5'-9 1/2"

G1 xx7'-3"

9'-5" x 7'-8"

2'-6" x 6'-0"

1'-6"

5'-11 1/2"

H3 xx CLOSET

2'-9 1/2"

A2 xx

ADA BATH

12'-3 1/2"

3'-6"

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

7'-1"

2'-3 1/2"

5'-2 1/2" 1'-10"2'-10 1/2"

4'-7"

G1 xx

9'-5" 7'-8"

10'-5"

25'-1"

24'-8"

ONE BEDROOM

BALC. 67 SF

646 SF

ONE BEDROOM

BALC. 67 SF

649 SF

BALC. 67 SF 29'-0"

19'-8"

G3 xx

3'-1"

3'-0" x 3'-0"

A2 xx

BALC. 67 SF

644 SF

BALC. 58 SF

36'-4"

2'-6 1/2" 1'-9 1/2"

4'-3"

12'-5"

2'-2 1/2"

G1 xx

4'-9 1/2"

2'-7" 5'-9 1/2" 34'-2"

36'-2"

G1 xx

3'-6"

2'-10"

19'-3"

D3 xx

6'-8"

10'-5 1/2"

‐ ‐ ‐ ‐ ‐

2'-0" 2'-0" 1'-6"

3'-2" 2'-10" 16'-11 1/2" 10'-11 1/2" 36'-2"

5'-2 1/2"

A2 xx

31'-11"

5'-6"

G3 xx 4'-11 1/2"

3'-4" x 2'-10"

10'-4"

2'-7 1/2" 1'-9"

10'-4"

4'-4"

Project Number

W&D W&D

A2 xx

4'-3"

7'-7 1/2" 11'-10"

ONE BEDROOM

BALC. 68 SF

980 SF

BALC. 66 SF

Date Revision Description

3'-2 1/2"

08/13/18

Date

No G1 xx

28'-1"

8'-4" x 6'-3"

31'-3 1/2"

1'-6"

1 MASTER BATH. 13'-1"

11'-1" x 10'-2"

8'-4" x 2'-2"

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

BEDROOM

WARDROBE

G1 xx

H3 xx

7'-8 1/2"

3'-4" 3'-4"

4'-4"

1'-5"

2 4'-5 1/2"

1'-8 1/2"

BALCONY B 3'-6" x 18'-8"

MASTER BED. 12'-2" x 10'-2"

2'-0"

6'-0"

9'-0" x 5'-4" 8'-9 3/8" 13'-9"

2'-0"

3'-9"

G1 xx 2'-7"

23'-11 1/2"

D3 xx

6 7'-4"

1'-6"

9'-8 1/2"

7'-8 1/2" 28'-1"

G1 xx 3'-3 1/2"

7'-4"

4'-0"

BALCONY A

6'-3" x 2'-2"

3'-11"

4'-6 1/2"

12'-4" x 13'-2"

12'-2" x 10'-2"

3'-7"

1'-9 1/2"

H3 xx

LIVING AREA

MASTER BED.

D3 xx

3'-6" x 12'-8"

3'-4"

13'-1"

1'-5"

3'-0"

BALCONY B 6

STAIR

3'-2"

9'-9" x 7'-0"

WARDROBE

11'-4"

10'-4" x 8'-9"

8'-7" x 6'-3"

3'-4"

6'-5" x 9'-0"

31'-3 1/2"

2'-10 1/2"

10'-11 1/2"

W&D

G2 xx

4'-11"

DINING AREA

KITCHEN

BATHROOM

7'-4"

4'-3 1/2"

1 4'-6 1/2"

19'-5"

G1 xx

7'-7" x 7'-5"

1'-6"

FOYER

2'-2 1/2"

1 20'-9 1/2"

31'-3 1/2"

28'-1 1/8"

11'-1" x 10'-2"

28'-1"

BEDROOM

8'-4" x 6'-3"

13'-1"

H2 xx

1 MASTER BATH.

8'-4" x 2'-2"

WARDROBE

3'-8 1/2"

H2 xx

6'-4" x 5'-0"

STAIR 3'-4"

9'-1 1/2"

G1 xx

HALF BATH.

2 9'-9" x 7'-0"

G1 xx

6'-0 1/2"

G1 xx

1'-5"

9'-4"

3'-11"

3'-2"

8'-8 1/2"

5'-3 1/2"

3'-4"

1'-9 1/2"

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

D3 xx

3'-2 1/2" 7'-8 1/2"

3'-4"

3'-9"

G1 xx

1'-6"

3'-4"

4'-1"

23'-11 1/2" 31'-3 1/2"

28'-1"

6'-3" x 2'-2"

4'-4"

7'-8 1/2"

3'-4"

2'-0"

6'-6" 6'-6"

WARDROBE

9'-9" x 7'-0"

7'-4 5/8"

16'-3 1/2"

7'-11"

1'-11 1/2" 23'-9 1/2"

10'-6 1/2"

3'-6"

8'-7"

9'-1"

9'-2 1/2"

12'-7"

TOW BEDROOM 1089 SF BALC. 83 SF

8'-3" 9'-9" 23'-11 1/2"

1'-6 1/2"

6 5'-0" 5'-0"

3'-6"

3'-0"

6'-2"

8'-3"

9'-2"

1'-6 1/2"

16 3'-0"

6 8'-4"

5'-0"

6'-11"

8'-11"

14'-9 1/2"

9'-11"

6 4'-10 1/2"

3'-0" 8'-11 1/2"

4'-10 1/2"

TWO BEDROOM

1184 SF BALC. 127 SF

6 4'-10 1/2"

23'-8 1/2"

23'-11 1/2"

16 2'-9" 14'-9"

13'-1"

TWO BEDROOM 1184 SF BALC. 127 SF

STAIR

6'-5" 6

3'-10"

36'-4"

1089 SF BALC. 83 SF

3'-4"

W&D

G2 xx 2'-10"

9'-0" x 5'-4"

12'-7"

TOW BEDROOM

8'-7" x 6'-3"

12'-4" x 13'-2"

8'-0"

1'-5 1/2"

11'-6"

3'-4 1/2"

9'-1"

4'-8 1/2"

LIVING AREA

5'-9 1/2" 18'-6 1/2" 4'-1 1/2"

3'-6"

BALCONY 12'-4" x 6'-6"

3'-5 1/2"

6'-6" 6'-6"

11'-6"

4'-11 1/2" 4'-11 1/2"

7'-4"

4'-0"

D3 xx

11'-6" x 14'-10"

3'-2"

9'-0"

BALCONY A

23'-6"

16'-3 1/2"

10'-4" x 8'-9"

1'-4"

19'-2"

KITCHEN

12'-2"

6'-5" x 9'-0"

13'-9 1/2"

36'-4"

14'-9"

12'-4" x 6'-6"

3'-0"

BEDROOM

DINING AREA

BALCONY 3'-5 1/2"

D3 xx

H3 xx

4'-11"

10'-8" x 19'-4"

23'-9 1/2"

11'-0" x 10'-6"

5'-3" x 7'-0"

31'-10"

23'-6"

BATHROOM

1'-4"

12'-0" x 13'-0"

2'-1 1/2"

13'-1"

LIVING AREA

6'-3" x 2'-2"

12'-2"

11'-6" x 14'-10"

9'-6"

2'-6"

5'-4"

7'-4"

WARDROBE

MASTER BEDROOM BEDROOM

A2 xx 1'-6"

H3 xx

6'-4" x 5'-0"

7'-4"

G1 xx

36'-1"

10'-8" x 19'-4"

HALF BATH.

G1 xx

4'-11"

G1 xx

MASTER BEDROOM

STAIR 3'-4"

G1 xx

12'-0" x 6'-2"

1'-5 1/2"

19'-5"

12'-0" x 13'-0"

3'-4" x 3'-4"

D3 xx

6'-3" x 2'-2"

DINING AREA

6'-0 1/2"

8'-0" x 7'-8"

7'-7" x 7'-5"

28'-1 1/8"

LIVING AREA

7'-11"

KITCHEN

FOYER

DINING AREA

14'-0 1/2"

9'-9" x 7'-0"

FOYER

8'-1 1/2"

7'-0" x 7'-8"

ADA BATH.

21'-1"

WARDROBE

36'-1"

4'-0"

19'-7 1/2"

21'-1"

BATHROOM

5'-9 1/2"

1'-6"

36'-1"

G1 xx

4'-11"

W&D

G1 xx

28'-6"

4'-11"

2'-7"

H3 xx

G1 xx

3'-4 1/2"

739 SF

DP NO.

5'-4" x 12'-2"

2'-10"

3'-0"

ONE BEDROOM

6'-5"

7'-7 1/2"

6'-7" x 2'-2"

12'-0" x 6'-2"

8'-3"

9'-8 1/2"

7'-0" x 9'-6"

WARDROBE

4'-9 1/2"

8'-0" x 7'-8"

10'-8 1/2"

6'-8 1/2"

18'-9 1/2" 4'-1 1/2"

2'-7"

5'-0" x 8'-6"

DINING AREA

6'-0 1/2"

5'-3 1/2"

5'-9" x 7'-2"

29'-7"

7'-11" x 7'-8"

G1 xx

36'-1"

8'-6"

ADA BATH. 60

G1 xx

4'-9 1/2"

BATHROOM

7'-0"

4'-6"

6'-0"

KITCHEN

20'-9 1/2"

7'-0" x 9'-6"

CLOSET

FOYER

4'-11 1/2" 4'-11 1/2"

9'-5 1/2"

5'-0" x 8'-6"

3'-0"

6'-0"

KITCHEN

1'-6"

BALCONY

25'-4"

23'-9"

A2 xx

3'-0"

FOYER

1'-6"

9'-3" x 8'-0"

4'-4"

2'-0"

23'-9"

29'-7"

6'-4"

W&D

G2 xx

6'-0" 2'-7"

1'-6"

5'-9 1/2"

1'-10"

4'-6"

6'-9 1/2"

WARDROBE

H3 xx

5'-7 1/2"

2'-2" x 4'-6"

CLOSET

G2 xx

H6 xx

4'-9"

4'-4 1/2"

10'-7" x 8'-0" 5'-0"

1'-8"

14'-4" x 10'-11"

8'-4" 8'-4"

3'-0"

5'-9" x 7'-2"

4'-4" 1'-10" 2'-6"

6'-9 1/2"

D 6'-7" x 2'-2"

ADA BATH.

LIVING AREA

9'-3"

7'-0 1/2"

BALC. 67 SF

5'-3 1/2"

2'-5"

A2 xx

CLOSET

5'-5"

10'-0"

2'-5 1/2"

19'-7 1/2"

6'-9 1/2"

23'-8" 6'-7"

28'-6"

2'-5"

8'-4" 8'-4"

W&D

5'-5"

648 SF

6 9

5'-2" x 13'-9"

6'-0" x 6'-10"

2'-4 1/2"

10'-7" x 2'-2"

36'-4" 4'-4" 1'-10" 2'-6"

10'-0"

2'-5 1/2"

23'-8" 6'-7"

5'-4" x 12'-5"

DINING AREA

ONE BEDROOM

G2 xx

646 SF

ONE BEDROOM

13'-7" x 18'-10"

12 9'-2"

3'-9"

BALCONY

KITCHEN

24'-9"

ONE BEDROOM

LIVING AREA

12'-6 1/2"

1'-10" 3'-4"

5'-2"

8'-0" x 5'-2"

1 WARDROBE

10'-4" x 2'-2"

2'-0 1/2"

H1 xx

26'-8 1/2"

WARDROBE

8'-11 1/2"

10'-7"

1'-6"

H1 xx

6'-0"

2'-5"

1'-6"

10'-7" x 11'-1"

1'-0"

6'-8" x 10'-7"

9'-2 1/2"

2'-0"

ADA BATH.

BEDROOM

6'-1" x 8'-10"

1'-0"

5'-2" x8'-4" 4'-11 1/2"

FOYER

BATHROOM

3'-0"

FOYER

8'-2" x 11'-2" 8'-3 1/2"

11 1/2"

7'-3 1/2"

1'-0"

KITCHEN

4'-10"

7'-0"

4'-3" x 2'-0"

14'-7 1/2"

3'-1"

2'-0"

CLOSET

10'-4" x 13'-3"

G1 xx 2'-10 1/2"

4'-0"

11'-6" x 2'-2"

11'-11" x 11'-7"

5'-5"

1'-6"

14'-6"

2'-2" x 11'-7"

WARDROBE

1'-6"

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

H1 xx BEDROOM

26'-10"

7'-1 1/2"

WARDROBE

11'-3"

11'-6" x 14'-11"

2'-7"

13'-7 1/2"

G1 xx

H1 xx

G3 xx

1 6'-9 1/2"

15'-2 1/2"

14'-7"

13'-2 1/2"

12'-0" x 13'-5"

31'-11"

8'-9 1/2"

BEDROOM 6'-4" x 2'-2"

11'-6" x 14'-11"

LIVING & DINING AREA

26'-10" 25'-4"

G1 xx

BEDROOM

W&D W&D

2'-10"

6'-3" 6'-3"

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

MASTER BEDROOM 12'-4 1/2"

2'-1" 2

4'-2 1/2"

H2 xx

10'-9" x 6'-8"

W&D

3'-10"

76 .7 8°

30'-8"

H5 xx

W&D

4'-0 1/2"

8'-1 1/2"

1'-6"

1'-8"

22 7'-0 1/2"

ADA BATH

2'-6" 1'-10" 24'-9"

6'-8" x 10'-7"

ADA BATH.

G2 xx

3'-2"

9'-2"

2'-8"

5 4'-3"

2'-0 1/2"

1/2" 1'-11

G1 xx

A2 xx

D3 xx

/2"

W&D

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

7'-7" x 3'-4"

WARDROBE

3'-1"

5'-4" x 12'-5"

6'-9 1

1'-6"

G2 xx

1'-6"

9'-8" 4'-9"

5'-5"

1'-7"

BALCONY

4'-10"

5'-5"

1'-11"

6'-8" x 10'-7"

3'-2"

5'-3 1/2"

W&D

5'-9 1/2"

G2 xx

4'-8 1/2"

11'-3"

7'-11"

12'-0" x 13'-5"

12'-7 1/2"

9" 13'-

5'-2" x8'-4"

ADA BATH.

11'-5"

13'-6"

8'-2" x 11'-2"

LIVING AREA

2'-7"

/2"

20'-4"

4'-3" x 2'-0"

G2 xx

FOYER

30'-0"

27'-1" 3'-1"

2'-2"

4'-3 5/8" CLOSET

12'-2"

6'-8 1

5'-1 1/2"

11'-6" x 2'-2"

KITCHEN

A2 xx

14'-10"

G1 xx

2'-2"

6'-1"

D3 xx

2'-11"

6'-4"

5'-4" x 12'-5"

" 30'-10

27'-1" 25'-7"

H1 xx

WARDROBE

1'-6"

8'-2" x 11'-2"

" 11'-3

KITCHEN

15'-5 1/2"

9'-0 1/2" 12'-0" x 13'-5"

10'-5" 8'-4"

13'-5"

11'-6" x 14'-11"

LIVING & DINING AREA

2'-4 1/2"

BALCONY

/2"

BEDROOM

DINING AREA

2'-1 1

1'-6"

3'-10" 1'-6"

D3 xx

1/2" 1/2"

11'-6"

6'-10

2'-6"

6'-10

5'-4" x 12'-5"

6'-0"

5'-5"

12'-5"

10'-0"

12'-1"

30'-11"

12'-4 1/2" 6

BALCONY

3'-2"

24'-9"

16'-5"

5'-0"

1'-0" 2'-3"

5'-1"

6'-2 1/2"

5'-5"

6'-3 1/2"

2'-8"

2'-3 1/2"

8'-0"

26'-10"

16'-5"

G2 xx

10'-0"

3'-3"

12'-1 1/2"

12'-6"

4'-11"

12'-3 1/2"

3'-0"

G1 xx

24'-9"

22'-9" 1'-5"

30"

36" 34"

34"

MANEUVERING CLEARANCE AT UNIT INTERIOR W/34" DOOR

18"

PULL SIDE

48"

PUSH SIDE

44"

48" DIA. CIRCLE

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

12"

PUSH SIDE

42"

30"

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

36"

24"

48"

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 .

CBC 1132A.5.1 EXCEPTION 1

39"

CBC 1132A.5.1 EXCEPTION 1

39"

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

INTERCONNECTION: WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UINIT OR WITHIN A SLEEPING UNIT , THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.

5'-0"

6'-0"

VISTA DEL MAR PROJECT ADDRESS:

6'-10 1/2"

6'-8"

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

6'-8"

CARBON MONOXIDE ALARMS:

5'-8"

2'-8"

6'-8"

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

2'-10"

6'-8"

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

10'-2"

2'-10"

6'-8"

ADDITIONAL NOTES:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS .

UNIT LAYOUT G1

TYP. RM DOOR

CLOSET SWING DOOR

WALL LEGENDS UNIT PLUMBING WALL

CLOSET SWING DOOR

CLOSET SLIDING DOOR

BI-FOLD CLOSET DOOR

As indicated OWNER:

TYPICAL RM SEP. WALL

CBC FIGURE 11A-8F

36"

60" DIA. CIRCLE

PROJECT NAME:

7'-0"

48" MIN.

CBC 1126A.3

18"

36" DIA. CIRCLE

PULL SIDE

36"

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

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

19" MIM.

30" X 48" CLR. SPACE

2H RATED 2X4 WALL

EXCEL PROPERTY MANAGEMENT INC.

EXTERIOR WALL-STUCCO 2H RATED 2X4 CORRIDOR WALL TYPICAL UNIT SEP. WALL

SHEET NUMBER:

A‐8.0

13'-1"

MEN

WOMEN

1 5

1 4

1 2

3 4'-0"

13'-0"

WOMEN

5'-0"

7'-1"

5'-0"

MEN

9'-8"

14'-0"

9'-1"

6'-6"

7'-11 1/2"

6'-6"

MEN

TYPE A

WOMEN

TYPE A

RESTROOM ELEVATION

Scale:

1/2"=1'-0"

TYPE B

RESTROOM ELEVATION

Scale:

1/2"=1'-0"

TYPE B

RESTROOM ELEVATION

12'-6"

4'-0"

8'-0"

6'-0"

‐ ‐ ‐ ‐ ‐

6'-6"

1/2"=1'-0"

4' - 0"

8'-0"

4' - 0"

Scale:

12'-6"

4'-0"

9'-1" 6'-6"

TYPE C

4'-0"

MEN

TYPE A

WOMEN

RESTROOM ELEVATION

Scale:

1/2"=1'-0"

TYPE B

RESTROOM ELEVATION

Scale:

1/2"=1'-0"

WOMEN

MEN

TYPE C

4'-0"

MEN

WOMEN

1/2"=1'-0"

12'-6" 8'-0"

Scale:

8'-0"

4'-0"

6'-0"

RESTROOM ELEVATION

1/2"=1'-0"

RESTROOM ELEVATION

Scale:

1/2"=1'-0"

6'-5"

7'-6"

Scale:

TYPE B

MEN

WOMEN

TOILET PAPER DISPENSER.

6" VINYL COVE BASE.

FLOOR DRAIN BY J. R. SMITH.

48" HIGH MARLITE WAINSCOT, MOISTURE RESISTANT.

TOILET PARTITIONS - FLOOR MOUNTED, OVERHEAD BRACED, METAL PARTITION WITH DOOR COAT HOOK.

SEMI-GLOSS PAINT.

PAPER TOWEL DISPENSER.

SANITARY NAPKIN DISPOSAL

SOAP DISPENSER.

SANITARY NAPKIN DISPENSER.

36" LONG GRAB BAR.

FLOOR CERAMIC TILE.

42" LONG GRABBAR.

SEAT COVER,

LIMESTONE.

MIRROR.

TOILET AND URINAL PARTITION.

12 13

FLOOR MOUNTED TOILET. 17" HIGH.

LAVATORY.

BATHROOM DOOR. SEE SPECS.

VINYL SHEET ROLL.

TRASH RECEPTACLE.

CHANGING TABLE.

Scale:

1/2"=1'-0"

LAVATORY

QTY. MANUFACTURER BRAND AMERICAN OR MADERA 17" STANDARD EQUAL AMERICAN OR BABY DEVORO STANDARD EQUAL 10" H AMERICAN OR LUCERNE STANDARD EQUAL

MODEL

COMMENTS

3043.102

ELONGATED FLUSH VALVE TOILET 1.5 GPF WHITE W/BOLT CAPS #481310-100

2282.010

ELONGATED FLUSH VALVE TOILET 1.5 GPF WHITE W/BOLT CAPS #481310-100

0355.012

(WHITE) W/ RELIANT FAUCETS #2385.060

10.31.16 12.14.16 04.05.17

0' - 6"

WOMEN

PROJECT NAME:

VISTA DEL MAR

RESTROOM ACCESSORIES

DOOR SIGNS.

FLOOR MOUNTED TOILET.

SYM DESCRIPTION FLOOR MOUNTED TOILET FLOOR MOUNTED TOILET

SYM DESCRIPTION

48" HIGH CERAMIC TILE.

MEN

RESTROOM FIXTURES

WOMEN

RESTROOM ELEVATION

SEALED CONCRETE.

TYPE C 1

MEN

01 02

TYPE A

WOMEN

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

MEN

0' - 6"

Date

4' - 0"

Revision Description

RESTROOM ELEVATION

6'-5"

7'-6"

12'-6" 7'-6"

Date

MIRROR

PAPER TOWEL DISPENSER SOAP DISPENSER

QTY. MANUFACTURER -

BOBRICK

SEAT COVER DISPENSER TOILET TISSUE DISPENSER

36" GRAB BAR

BOBRICK

42" GRAB BAR

BOBRICK

OR EQUAL OR EQUAL OR EQUAL OR EQUAL OR EQUAL OR EQUAL OR EQUAL

BRAND CLASSIC SERIES TRIMLINE SERIES CLASSIC SERIES CLASSIC SERIES CLASSIC SERIES CLASSIC SERIES CLASSIC SERIES

MODEL

PROJECT ADDRESS:

COMMENTS

B-165

24" X 36" ONE-PIECE CHANNEL FRAME STAINLESS STEEL W/MITERED CORNER B-390039 SURFACE MOUNTED PAPER TOWEL DISPENSER W/WASTE RECEPTACLE STAINLESS STEEL TYPE 304 EQUIPPED W/SIX POSITION ADAPTER; ADJUSTABLE TO DISPENSE 600 C-FOLD 800 MULTIFOLD. B-2111 SURFACE MOUNTED SOAP DISPENSER STAINLESS STEEL W/VERT. TANK BARRIER FREE, CAP= 40 OZ. B-221

SURFACE MOUNTED, SEAT COVER DISPENSER STAINLESS STEEL, DISPENSES 250 SINGLE/HALF FOLD.

B-6699

SURFACE MOUNTED, TOILET TISSUE DISPENSER STAINLESS STEEL W/HOOD FOR SINGLE,

B-6106

EXPOSED MOUNTING, STRAIGHT 1 1/2" DIAMETER GRAB BAR, STAINLESS STEEL TUBING

B-6016

EXPOSED MOUNTING, STRAIGHT 1 1/2" DIAMETER GRAB BAR, STAINLESS STEEL TUBING

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

RESTROOM PLANS & ELEVATIONS 1/2" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐

TYPE A

RESTROOM ELEVATION

Scale:

1/2"=1'-0"

TYPE B

SHEET NUMBER:

RESTROOM ELEVATION

Scale:

1/2"=1'-0"

RESTROOM KEYNOTES

Scale:

X"=1'-0"

RESTROOM FIXTURES & ACCESSORIES SPEC'S

Scale:

X"=1'-0"

A‐8.1

Date 1 Revision 1 1 10.31.16 12.14.16 04.05.17 01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

Revision Description

Date

‐ ‐ ‐ ‐ ‐

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

ROOF SCREENS DETAILS 3/16" = 1'-0" ARCHITECT:

____ 1

Roof Equipment Screens 3/16" = 1'-0"

PROJECT NUMBER:

‐ SHEET NUMBER:

A‐8.2

3' - 0"

NO. A1 A2 A3 B1 B2 C1 D1 D2 D3 D4 D5 E1 F1 F2 G1 G2 G3 H1 H2 H3 H5 H6

SIZE WxH

DOOR

OPENING TYPE

3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 6'-0" x 7'-0" 6'-0" x 8'-0" 16'-0" x 8'-0" 6'-0" x 8'-0" 3'-0" x 8'-2" 3'-0" x 7'-10" 6'-0" x 8'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0" x 7'-0" 10'-0" x 9'-0" 2'-10" x 7'-0" 2'-10" x 6'-8" 2'-8" x 6'-8" 10'-0" x 6'-8" 6'-0" x 6'-8" 5'-0" x 6'-8" 6'-6" x 6'-8" 3'-6" x 6'-8"

SWING SWING SWING DOUBLE SWING DOUBLE SWING SLIDING DOUBLE SWING SWING SWING DOUBLE SWING SWING SWING 4 PANEL BIFOLD 3 PANEL BIFOLD SWING SWING SWING SLIDING SLIDING SLIDING BIFOLD BIFOLD

QTY 19 41 2 12 2 1 3 9 35 3 1 7 1 1 68 27 58 29 4 14 2 2

DOOR THK 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4"

LEAF HM WD HM HM AL/GL HM AL/GL AL/GL AL/GL AL/GL AL/GL WD AL/GL AL/GL WD WD WD WD WD WD WD WD

FRAME CORE MATERIAL HC SC HC HC AL/GL HC AL/GL AL/GL AL/GL AL/GL AL/GL SC AL/GL AL/GL HC HC HC HC HC HC HC HC

FINISH PNT PNT PNT PNT AN/CLR PNT AN/CLR AN/CLR AN/CLR AN/BL AN/BL PNT AN/BL AN/BL PNT PNT PNT PNT PNT PNT PNT PNT

MATERIAL HM HM HM HM AL HM AL AL AL AL AL HM AL AL WD WD WD WD WD WD WD WD

THRES. FINISH PNT PNT PNT PNT AN/CLR PNT AN/CLR AN/CLR AN/CLR AN/BL AN/BL PNT AN/BL AN/BL PNT PNT PNT PNT PNT PNT PNT PNT

Y/N Y Y Y Y Y Y Y Y Y Y Y Y Y Y N N N N N N N N

FIRE RATING 90 MIN 45 MIN 90 MIN 45 MIN NR 45 MIN NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR

DOOR MOUNTED SIGNAGE - SEE DETAIL ABOVE

HRD SET 1 2 4 3 5 6 7 8 8 7 7 0 9 9 10 10 12 11 11 11 11 11

DOOR MOUNTED SIGNAGE - SEE DETAIL ABOVE

KICKPLATE AS NOTED IN DOOR SCHED.

UNDERCUT WHERE REQ'D

HOLLOW METAL DOOR W/ PAINTED FINISH FRAME CAST IN PANEL

UNDERCUT WHERE REQ'D

SOLID CORE DOOR

D1 (PAIR)

METAL DOOR

B2 (PAIR)

HOLLOW METAL DOOR W/ PAINTED FINISH FRAME CAST IN PANEL

1/4" TEMP PLATE GLASS

PANIC HRDWR. PER SCHED.

D2 (SINGLE)

ALUMINUM STORE FRONT

HARDWARE SCHEDULE PANIC HARDWARE

NO. 1 2 3 4 5 6 7 8 9 10 11 12

●

CLOSER ● ●

●

● ●

●

THRESHOLD ● ● ● ● ● ● ●

KICK PLATE

WEATHER STRIPING

SMOKE SEAL

BOLT LOCK

PRIVACY LOCK

ELECTRIC STRIKE

PASSAGE

PULL HANDLE

PANIC HRDWR. PER SCHED.

LOUVER WHERE REQUIRED @ELECT. RM.

7' - 0"

OPENING

1/4" TEMP PLATE GLASS

ALUMINUM STORE FRONT

D3 (SINGLE) ALUMINUM STORE FRONT

‐ ‐ ‐ ‐ ‐

DOOR SCHEDULE

LOUVER

●

● ● ● ● ● ● ●

● ● ● ●

● ●

● ● ● ● ●

●

DOOR SCH. NOTES

Date 1 01 02

DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS

Revision 1

PRE-FABRICATED RATED STEEL FRAME (AS MANF. BY TIMLEY OR EQUAL - ALUMITONE FINISH 16 GUAGE COLD ROLLED RATED HOLLOW METAL FRAME W/ 10 GUAGE STRIKE & HINGE REINFORCEMENT

NOTE #1

10.31.16 12.14.16 04.05.17

STL 3

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

STL 2

Date

F HC HM IC M PF PNT S.S SC WD STL 1

Revision Description

AN/BL

AN/CLR

EXTRUDED ALUMINUM TEMPERED GLASS IN ALUMINUM FRAME ANODISED WITH CLEAR FINISH ANODISED WITH BLACK FINISH FACTORY HOLLOW CORE HOLLOW METAL CORE INSULATED CORE MILL FINISH PRE-FINISHED PAINTED FINISH STAINLESS STEEL SOLID CORE DOOR WOOD PRE-FABRICATED NON-RATED STEEL FRAME (AS MANF. BY TIMLEY OR EQUAL - ALUMITONE FINISH

Date

AL AL/GL

REMARK

ABBR.

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

DOOR SCHEDULE 1/4" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐9.0

WINDOW SCHEDULE TAG

SIZE SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND 3'-0" x 4'-8" SEE WINDOW LEGEND 3'-6" x 1'-6" 3'-0" x 6'-0" 4'-0" x 5'-6" 3'-6" x 1'-6" SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND SEE WINDOW LEGEND

1 1 1 1 1 1 1 1 27 34 1 2 6 2 4 4 2 1 2 2 1 3

GLASS MATERIAL

TYPE FIXED STOREFRONT FIXED STOREFRONT FIXED STOREFRONT FIXED STOREFRONT FIXED STOREFRONT FIXED STOREFRONT FIXED STOREFRONT FIXED STOREFRONT SF /W CASEMENT FIXED STOREFRONT FIXED STOREFRONT SF /W CASEMENT SF /W CASEMENT SF /W CASEMENT SF /W CASEMENT SF /W CASEMENT FIXED STOREFRONT FIXED STOREFRONT SF /W CASEMENT SF /W CASEMENT SF /W CASEMENT SF /W CASEMENT

ABBR.

FRAME FINISH MATERIAL FINISH

TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG TEMPERED, DPG

CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR CLR

AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL. AL.

AN/CLR AN/BL AN/BL AN/BL AN/BL AN/BL AN/CLR AN/CLR AN/CLR AN/CLR AN/CLR AN/CLR AN/CLR AN/CLR AN/BL AN/BL AN/CLR AN/CLR AN/CLR AN/CLR AN/CLR AN/CLR

REMARKS

REMARKS DPG AL AL/GL

DUAL PANE GLASS EXTRUDED ALUMINUM TEMPERED GLASS IN ALUMINUM FRAME AN/BL ANODISED WITH BLACK FINISH AN/CLR ANODISED WITH CLR FINISH CLR CLEAR FIXED SF FIXED STOREFRONT SF STOREFRONT SF /W CS STOREFRONT WITH CASEMENT

SEE LEGEND FOR LOCATION OF BUTT JOINTS

SEE LEGEND FOR LOCATION OF BUTT JOINTS SEE LEGEND FOR LOCATION OF BUTT JOINTS

FIRE RATED GLASS - 90 MIN.

SEE LEGEND FOR LOCATION OF BUTT JOINTS SEE LEGEND FOR LOCATION OF BUTT JOINTS SEE LEGEND FOR LOCATION OF BUTT JOINTS SEE LEGEND FOR LOCATION OF BUTT JOINTS SEE LEGEND FOR LOCATION OF BUTT JOINTS

‐ ‐ ‐ ‐ ‐

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

QT Y,

WINDOW SCH. NOTES

6' - 0"

8' - 0"

D4 01

6' - 2"

6' - 3"

VARIES 0' - 10" D4 02

6' - 0"

6" ALUM. "CURB", TYP. BUTT JOINT, TYP.

6" CORNER MULLION

6' - 1"

0' - 6" 6' - 0"

ALUM. INFILL PANEL, TYP. 01

6' - 2"

9' - 1"

1' - 5"

0' - 10"

D1 01

6' - 5"

6' - 3"

6' - 2"

VARIES

6' - 2"

0' - 6"

8' - 0"

6' - 3"

0' - 10"

VARIES

6' - 3"

8' - 6"

VARIES

0' - 10" 8' - 6"

D1 03

0' - 6"

ALUM. INFILL PANEL, TYP.

6" CORNER MULLION

ALUM. INFILL PANEL, TYP.

6" ALUM. "CURB", TYP.

ML 17' - 1"

11' - 6"

6' - 2"

4' - 10"

6' - 0"

0' - 10"

3' - 0"

8" ALUM. HEADER 04

6" ALUM. "CURB"

0' - 6"

8' - 0"

9' - 0"

8' - 0"

8' - 6"

D1 04

0' - 6"

F2 01

9' - 8"

9' - 0"

D5 01

6' - 0"

8" ALUM. HEADER

6" CORNER MULLION

BUTT JOINT, TYP. 07

6" ALUM. "CURB", TYP.

ALUM. INFILL PANEL, TYP. 08

6" ALUM. "CURB", TYP.

3' - 0"

3' - 4"

3' - 6"

BUTT JOINT CORNER MULLION

4' - 8"

3' - 0"

4' - 0"

8' - 0"

8' - 4"

4' - 8"

3' - 0"

3' - 8"

8' - 2"

8' - 4"

3' - 2"

BUTT JOINT CORNER MULLION

5" CORNER MULLION

3' - 8"

5" CORNER MULLION

3' - 8"

2' - 9"

2' - 7"

PROJECT NAME:

8' - 4"

4' - 4"

4' - 8"

4' - 4"

4' - 8" 8' - 4"

8' - 0"

4' - 3" 3' - 0" 3' - 9"

7' - 0" 19

3' - 0"

3' - 4"

2' - 8"

BUTT JOINT CORNER MULLION

3' - 0"

3' - 2"

3' - 3"

4' - 0"

3' - 2"

2' - 3"

2' - 9"

8' - 0"

3' - 2"

4' - 4"

3' - 4"

3' - 1"

6' - 6"

4' - 7"

D2 05

8' - 4"

8' - 4" 5' - 2"

2' - 10"

6' - 6"

3' - 3"

3' - 0"

3' - 4"

3' - 0"

4' - 8"

D2 01

1' - 6"

5' - 6"

6' - 0"

2' - 0" 12

4' - 9"

3' - 2"

2' - 0"

4' - 0"

1' - 6"

3' - 0"

3' - 0" 09

2' - 1"

3' - 6"

5' - 4"

8' - 0"

7' - 10"

4' - 8"

D3 36

3' - 3"

9' - 9"

3' - 8"

8' - 2"

3' - 4"

3' - 0"

6' - 7"

9' - 9"

6' - 7" 4' - 0"

Date

SEE FP

BUTT JOINT, TYP.

01 02

4' - 4"

2' - 9"

0' - 8"

3' - 3"

10.31.16 12.14.16 04.05.17

6' - 0"

9' - 0"

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

0' - 2" 1' - 0"

Date

10' - 0"

5' - 9"

Revision Description

0' - 2"

5' - 9"

20' - 3"

VARIES

4' - 3"

VARIES

10' - 0"

F1 01

8' - 0"

D4 03

VARIES

0' - 8"

VARIES

24' - 7"

VARIES

0' - 6"

8' - 4"

13' - 5"

0' - 6"

1' - 6"

10' - 0"

3' - 11"

9' - 6"

6' - 3"

0' - 8"

0' - 11" 6' - 0"

15' - 5"

7' - 0"

VARIES

5' - 8"

0' - 6"

7' - 9"

VARIES

6' - 6"

0' - 10"

6' - 6"

9' - 1"

6' - 6"

8' - 0"

6' - 6"

VARIES

6' - 9"

37' - 4"

24' - 11"

VARIES

4' - 0"

2' - 5"

11' - 11"

8' - 0"

40' - 7"

VARIES

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

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

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐9.1

NO.

ROOM

FLOOR

BASE

WALLS

CEILING

FINISH

313

(2ND FL) UNIT 1B-CLOSET

P202

(2ND PARKING) ELEVATOR ROOM

314

(2ND FL) UNIT 1B-BATHROOM

P203

(2ND PARKING) PARKING

(2ND FL) UNIT 1B-BALCONY

315

(2ND FL) UNIT 1C-ENTRY

316

(2ND FL) UNIT 1C-KITCHEN

317

(2ND FL) UNIT 1C-LIVING

P101

(1ST PARKING) STORAGE ROOM

P102

(1ST PARKING) FAN ROOM EXHAUST

P103

(1ST PARKING) FAN ROOM SUPPLY

P104

(1ST PARKING) PARKING

_ A

318

(2ND FL) UNIT 1C-BEDROOM

319

(2ND FL) UNIT 1C-LAUNDRY

320

(2ND FL) UNIT 1C-CLOSET

(2ND FL) UNIT 1C-BATHROOM

(2ND FL) UNIT 1C-BALCONY

321

322

(2ND FL) UNIT 1D-ENTRY

323

(2ND FL) UNIT 1D-KITCHEN

324

(2ND FL) UNIT 1D-LIVING

325

(2ND FL) UNIT 1D-BEDROOM

326

(2ND FL) UNIT 1D-LAUNDRY

(GROUND FL) RETAIL 1

327

(2ND FL) UNIT 1D-CLOSET

109

(GROUND FL) RETAIL 2

328

(2ND FL) UNIT 1D-BATHROOM

110

(GROUND FL) RESTAURANT

(2ND FL) UNIT 1D-BALCONY

111

(GROUND FL) RETAIL TRASH

329

(2ND FL) UNIT SA-ENTRY

330

(2ND FL) UNIT SA-KITCHEN

101

(GROUND FL) RESIDENTIAL LOBBY

102

(GROUND FL) STORAGE/RECYCLE

103

(GROUND FL) PARKING

104

(GROUND FL) BIKE PARKING

105

(GROUND FL) TRASH ROOM

106

(GROUND FL) GAS METER

107

(GROUND FL) CAFE

108

(GROUND FL) CORRIDOR

A _

331

(2ND FL) UNIT SA-LIVING

332

(2ND FL) UNIT SA-LAUNDRY

333

(2ND FL) UNIT SA-BATHROOM

(MEZZANINE FL) RESTROOM

(2ND FL) UNIT SA-BALCONY

205

(MEZZANINE FL) RESIDENTIAL STORAGE

334

(2ND FL) UNIT SB-ENTRY

206

(MEZZANINE FL) BIKE STORAGE

335

(2ND FL) UNIT SB-KITCHEN

207

(MEZZANINE FL) ELECTRICAL ROOM

336

(2ND FL) UNIT SB-LIVING

207

(MEZZANINE FL) MAIN TELECOM ROOM

337

(2ND FL) UNIT SB-LAUNDRY

(MEZZANINE FL) CORRIDOR

338

(2ND FL) UNIT SB-BATHROOM

208

(MEZZANINE FL) UNIT 1A-ENTRY

(2ND FL) UNIT SB-BALCONY

209

(MEZZANINE FL) UNIT 1A-KITCHEN

339

(2ND FL) UNIT 2A-ENTRY

210

(MEZZANINE FL) UNIT 1A-LIVING

340

(2ND FL) UNIT 2A-KITCHEN

211

(MEZZANINE FL) UNIT 1A-BEDROOM

341

(2ND FL) UNIT 2A-LIVING

212

(MEZZANINE FL) UNIT 1A-LAUNDRY

342

(2ND FL) UNIT 2A-BEDROOM A

213

(MEZZANINE FL) UNIT 1A-CLOSET

343

(2ND FL) UNIT 2A-BEDROOM B

214

(MEZZANINE FL) UNIT 1A-BATHROOM

344

(2ND FL) UNIT 2A-LAUNDRY

(MEZZANINE FL) UNIT 1A-BALCONY

345

(2ND FL) UNIT 2A-CLOSET A

301

(2ND FL) UNIT 1A-ENTRY

346

(2ND FL) UNIT 2A-CLOSET B

302

(2ND FL) UNIT 1A-KITCHEN

347

(2ND FL) UNIT 2A-BATHROOM A

303

(2ND FL) UNIT 1A-LIVING

348

(2ND FL) UNIT 2A-BATHROOM B

304

(2ND FL) UNIT 1A-BEDROOM

(2ND FL) UNIT 2A-BALCONY

305

(2ND FL) UNIT 1A-LAUNDRY

349

(2ND FL) UNIT 2B-ENTRY

306

(2ND FL) UNIT 1A-CLOSET

350

(2ND FL) UNIT 2B-KITCHEN

307

(2ND FL) UNIT 1A-BATHROOM

351

(2ND FL) UNIT 2B-LIVING

(2ND FL) UNIT 1A-BALCONY

352

(2ND FL) UNIT 2B-BEDROOM A

308

(2ND FL) UNIT 1B-ENTRY

353

(2ND FL) UNIT 2B-BEDROOM B

309

(2ND FL) UNIT 1B-KITCHEN

354

(2ND FL) UNIT 2B-LAUNDRY

310

(2ND FL) UNIT 1B-LIVING

355

(2ND FL) UNIT 2B-CLOSET A

311

(2ND FL) UNIT 1B-BEDROOM

356

(2ND FL) UNIT 2B-CLOSET B

312

(2ND FL) UNIT 1B-LAUNDRY

357

(2ND FL) UNIT 2B-BATHROOM A

201

(MEZZANINE FL) LEASING OFFICE

202

(MEZZANINE FL) TRASH CHUTE

203

(MEZZANINE FL) RESIDENTIAL AMENITY

204

A _

SEMI-GLOSS PAINT

PRE-FINISHED

STAINED

VINYL WALL COVERING

EXISTING FINISH

NOTE:

WALL,FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.9

01 02

Date 1

COLUMNS

FLAT PAINT

Revision 1

TRIM

CEILING

(2ND PARKING) STORAGE ROOM

CARPET

P201

CARPET

WALLS

CEILING HEIGHT

5/8" GYP BRD (WATER RESISTANT)

2x4 T-BAR SUSPENDED CEILING

8" THK EPS INSUL. PANELS W/26GA SKIN

5" THK EPS INSUL. PANELS W/26GA SKIN

EXPOSED ROOF STRUCTURE

2'x2' T-BAR SUSP. SYSTEM,

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ EGGSHELL PAINT, WHITE

5/8" TYPE "X" GYPSUM BOARD W/ SEMI-GLOSS PAINT, WHITE

5/8" TYPE "X" GYPSUM BOARD

5/8" TYPE "X" GYP BRD (WATERPROOF)

4'-0" HIGH RFP WAINSCOT

5/8" TYPE "X" GYP BRD (2 LAYERS EA SD)

STOREFRONT GLAZING SYSTEM

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ EGGSHELL PAINT, WHITE

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ SEMI-GLOSS PAINT, WHITE

5/8" GYP. BRD. (1 LAYER EA. SIDE)

4'-0" HIGH CERAMIC TILE WAINSCOT

EXPOSED CONCRETE (PAINTED)

6" HIGH CERAMIC TILE W/ 3/8" RADIUS

SHEET METAL FLASHING W/ 3/8" COVED BASE

EXISTING FINISH

MEDIUM DENSITY FIBER BOARD W/ SEMI-GLOSS PAINT

18" HIGH CONCRETE CURB BY OWNER WITH 3/8" COVED RADIUS

VINYL WALL COVERING

DEX-O-TEX FLOORING

RUBBER TILE - ROUND DOT PATTERN

STAINED

VINYL SHEET

PORCELAIN TILE

PRE-FINISHED

CONCRETE

COLUMNS

SEMI-GLOSS PAINT

TRIM

CEILING

FLAT PAINT

SEE REMARKS COLUMN

WALLS

CEILING HEIGHT

5/8" GYP BRD (WATER RESISTANT)

SHEET VINYL CONTINOUS TO THE WALL MIN. 4" HEIGHT W/ 3/8" RADIUS

LEGEND

SEE REMARKS COLUMN

2x4 T-BAR SUSPENDED CEILING

8" THK EPS INSUL. PANELS W/26GA SKIN

5" THK EPS INSUL. PANELS W/26GA SKIN

EXPOSED ROOF STRUCTURE

2'x2' T-BAR SUSP. SYSTEM,

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ EGGSHELL PAINT, WHITE

5/8" TYPE "X" GYPSUM BOARD W/ SEMI-GLOSS PAINT, WHITE

5/8" TYPE "X" GYPSUM BOARD

5/8" TYPE "X" GYP BRD (WATERPROOF)

4'-0" HIGH RFP WAINSCOT

5/8" TYPE "X" GYP BRD (2 LAYERS EA SD)

STOREFRONT GLAZING SYSTEM

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ EGGSHELL PAINT, WHITE

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ SEMI-GLOSS PAINT, WHITE

5/8" GYP. BRD. (1 LAYER EA. SIDE)

4'-0" HIGH CERAMIC TILE WAINSCOT

EXPOSED CONCRETE (PAINTED)

4" HIGH RUBBER TOPSET

SHEET VINYL CONTINOUS TO THE WALL MIN. 4" HEIGHT W/ 3/8" RADIUS

6" HIGH CERAMIC TILE W/ 3/8" RADIUS

SHEET METAL FLASHING W/ 3/8" COVED BASE

MEDIUM DENSITY FIBER BOARD W/ SEMI-GLOSS PAINT

18" HIGH CONCRETE CURB BY OWNER WITH 3/8" COVED RADIUS

DEX-O-TEX FLOORING

RUBBER TILE - ROUND DOT PATTERN

VINYL SHEET

PORCELAIN TILE

CONCRETE

LEGEND

REMARKS

10.31.16 12.14.16 04.05.17

REMARKS

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

FINISH

‐ ‐ ‐ ‐ ‐

CEILING

WALLS

Date

BASE

Revision Description

FLOOR

ROOM

Date

NO.

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

FINISH SCHEDULE A 1" = 10'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐9.2

NO.

ROOM

FLOOR

BASE

WALLS

CEILING

FINISH

442

(2ND FL) UNIT 2A-BEDROOM A

(2ND FL) UNIT 2B-BALCONY

443

(2ND FL) UNIT 2A-BEDROOM B

(2ND FL) CORRIDOR

444

(2ND FL) UNIT 2A-LAUNDRY

445

(2ND FL) UNIT 2A-CLOSET A

401

(2ND FL) UNIT 1A-ENTRY

446

(2ND FL) UNIT 2A-CLOSET B

402

(2ND FL) UNIT 1A-KITCHEN

447

(2ND FL) UNIT 2A-BATHROOM A

403

(2ND FL) UNIT 1A-LIVING

448

(2ND FL) UNIT 2A-BATHROOM B

404

(2ND FL) UNIT 1A-BEDROOM

(2ND FL) UNIT 2A-BALCONY

405

(2ND FL) UNIT 1A-LAUNDRY

449

(2ND FL) UNIT 2B-ENTRY

406

(2ND FL) UNIT 1A-CLOSET

450

(2ND FL) UNIT 2B-KITCHEN

407

(2ND FL) UNIT 1A-BATHROOM

451

(2ND FL) UNIT 2B-LIVING

(2ND FL) UNIT 1A-BALCONY

452

(2ND FL) UNIT 2B-BEDROOM A

408

(2ND FL) UNIT 1B-ENTRY

453

(2ND FL) UNIT 2B-BEDROOM B

409

(2ND FL) UNIT 1B-KITCHEN

454

(2ND FL) UNIT 2B-LAUNDRY

410

(2ND FL) UNIT 1B-LIVING

455

(2ND FL) UNIT 2B-CLOSET A

411

(2ND FL) UNIT 1B-BEDROOM

456

(2ND FL) UNIT 2B-CLOSET B

412

(2ND FL) UNIT 1B-LAUNDRY

457

(2ND FL) UNIT 2B-BATHROOM A

413

(2ND FL) UNIT 1B-CLOSET

458

(2ND FL) UNIT 2B-BATHROOM B

414

(2ND FL) UNIT 1B-BATHROOM

(2ND FL) UNIT 2B-BALCONY

(2ND FL) UNIT 1B-BALCONY

(2ND FL) CORRIDOR

415

(2ND FL) UNIT 1C-ENTRY

416

(2ND FL) UNIT 1C-KITCHEN

417

(2ND FL) UNIT 1C-LIVING

418

(2ND FL) UNIT 1C-BEDROOM

419

(2ND FL) UNIT 1C-LAUNDRY

420

(2ND FL) UNIT 1C-CLOSET

421

(2ND FL) UNIT 1C-BATHROOM

(2ND FL) UNIT 1C-BALCONY

422

(2ND FL) UNIT 1D-ENTRY

423

(2ND FL) UNIT 1D-KITCHEN

424

(2ND FL) UNIT 1D-LIVING

425

(2ND FL) UNIT 1D-BEDROOM

426

(2ND FL) UNIT 1D-LAUNDRY

427

(2ND FL) UNIT 1D-CLOSET

428

(2ND FL) UNIT 1D-BATHROOM

(2ND FL) UNIT 1D-BALCONY

429

(2ND FL) UNIT SA-ENTRY

430

(2ND FL) UNIT SA-KITCHEN

431

(2ND FL) UNIT SA-LIVING

432

(2ND FL) UNIT SA-LAUNDRY

433

(2ND FL) UNIT SA-BATHROOM

(2ND FL) UNIT SA-BALCONY

434

(2ND FL) UNIT SB-ENTRY

435

(2ND FL) UNIT SB-KITCHEN

436

(2ND FL) UNIT SB-LIVING

437

(2ND FL) UNIT SB-LAUNDRY

438

(2ND FL) UNIT SB-BATHROOM

(2ND FL) UNIT SB-BALCONY

439

(2ND FL) UNIT 2A-ENTRY

440

(2ND FL) UNIT 2A-KITCHEN

441

(2ND FL) UNIT 2A-LIVING

SEMI-GLOSS PAINT

PRE-FINISHED

STAINED

VINYL WALL COVERING

EXISTING FINISH

NOTE:

WALL,FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.9

01 02

Date 1

COLUMNS

FLAT PAINT

Revision 1

TRIM

CEILING

CARPET

(2ND FL) UNIT 2B-BATHROOM B

358

CARPET

WALLS

CEILING HEIGHT

5/8" GYP BRD (WATER RESISTANT)

2x4 T-BAR SUSPENDED CEILING

8" THK EPS INSUL. PANELS W/26GA SKIN

5" THK EPS INSUL. PANELS W/26GA SKIN

EXPOSED ROOF STRUCTURE

2'x2' T-BAR SUSP. SYSTEM,

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ EGGSHELL PAINT, WHITE

5/8" TYPE "X" GYPSUM BOARD W/ SEMI-GLOSS PAINT, WHITE

5/8" TYPE "X" GYPSUM BOARD

5/8" TYPE "X" GYP BRD (WATERPROOF)

4'-0" HIGH RFP WAINSCOT

5/8" TYPE "X" GYP BRD (2 LAYERS EA SD)

STOREFRONT GLAZING SYSTEM

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ EGGSHELL PAINT, WHITE

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ SEMI-GLOSS PAINT, WHITE

5/8" GYP. BRD. (1 LAYER EA. SIDE)

4'-0" HIGH CERAMIC TILE WAINSCOT

EXPOSED CONCRETE (PAINTED)

6" HIGH CERAMIC TILE W/ 3/8" RADIUS

SHEET METAL FLASHING W/ 3/8" COVED BASE

EXISTING FINISH

MEDIUM DENSITY FIBER BOARD W/ SEMI-GLOSS PAINT

18" HIGH CONCRETE CURB BY OWNER WITH 3/8" COVED RADIUS

VINYL WALL COVERING

DEX-O-TEX FLOORING

RUBBER TILE - ROUND DOT PATTERN

STAINED

VINYL SHEET

PORCELAIN TILE

PRE-FINISHED

CONCRETE

COLUMNS

SEMI-GLOSS PAINT

TRIM

CEILING

FLAT PAINT

SEE REMARKS COLUMN

WALLS

CEILING HEIGHT

5/8" GYP BRD (WATER RESISTANT)

SHEET VINYL CONTINOUS TO THE WALL MIN. 4" HEIGHT W/ 3/8" RADIUS

LEGEND

SEE REMARKS COLUMN

2x4 T-BAR SUSPENDED CEILING

8" THK EPS INSUL. PANELS W/26GA SKIN

5" THK EPS INSUL. PANELS W/26GA SKIN

EXPOSED ROOF STRUCTURE

2'x2' T-BAR SUSP. SYSTEM,

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ EGGSHELL PAINT, WHITE

5/8" TYPE "X" GYPSUM BOARD W/ SEMI-GLOSS PAINT, WHITE

5/8" TYPE "X" GYPSUM BOARD

5/8" TYPE "X" GYP BRD (WATERPROOF)

4'-0" HIGH RFP WAINSCOT

5/8" TYPE "X" GYP BRD (2 LAYERS EA SD)

STOREFRONT GLAZING SYSTEM

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ EGGSHELL PAINT, WHITE

5/8" GYP. BRD. (1 LAYER EA. SIDE) W/ SEMI-GLOSS PAINT, WHITE

5/8" GYP. BRD. (1 LAYER EA. SIDE)

4'-0" HIGH CERAMIC TILE WAINSCOT

EXPOSED CONCRETE (PAINTED)

SHEET VINYL CONTINOUS TO THE WALL MIN. 4" HEIGHT W/ 3/8" RADIUS

6" HIGH CERAMIC TILE W/ 3/8" RADIUS

SHEET METAL FLASHING W/ 3/8" COVED BASE

MEDIUM DENSITY FIBER BOARD W/ SEMI-GLOSS PAINT

18" HIGH CONCRETE CURB BY OWNER WITH 3/8" COVED RADIUS

DEX-O-TEX FLOORING

RUBBER TILE - ROUND DOT PATTERN

VINYL SHEET

PORCELAIN TILE

CONCRETE

LEGEND

REMARKS

10.31.16 12.14.16 04.05.17

REMARKS

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

FINISH

‐ ‐ ‐ ‐ ‐

CEILING

WALLS

Date

BASE

Revision Description

FLOOR

ROOM

Date

NO.

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

FINISHE SCHEDULE B 1" = 10'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐9.3

INTERIOR WALL ASSEMBLIES

EXTERIOR WALL ASSEMBLIES

FLOOR / CEILING ASSEMBLIES

R-19 BATT INSULATION FINISHED SURFACE

PEOVIDE INSULATION WHERE NOTED ON PLANS /OR AS REQUIRED OPEN BLOCK: GROUT-LOCK/"SPEED BLOCK" W/ MORTARLESS VERTICAL LOCKING JOINTS

(1) LAYERS 5/8" GWB (1) LAYERS 5/8" GWB 2 X 4 STUDS

1-HR FIRE RATED

(1) LAYERS TYPE "X" 5/8" GWB

PLYWOOD SUBFLOOR SHEATHING

(1) LAYERS TYPE "X" 5/8" GWB

2X12 FLOOR/CEILING FRAMING

2 X 6 STUDS

R-19 BATT INSULATION

SANDBLAST FINISH

CLARK DIETRICH RC DELUXE RESILIENT FURRING CHANNELS

RECESSED HORIZ. MORTAR JOINTS 1/2" RAKED

1 LAYER OF 5/8" TYPE X DRYWALL SHEATHING

TYPE 6 - EXTERIOR WALL ASSEMBLY, TYP 6 3" = 1'-0"

TYPE 9 - TYP. C.M.U. WALL ASSEMBLIES 3" = 1'-0"

1-HR FIRE RATED

STC=55 PER ONC:1.4.2.3.2.2

STC=30 TO 34 (NO INSULATION) PER GA FILE NO:3605 STC=39 (W/ INSULATION) PER OWENS CORNING TEST: NBC-W1B

1-1/2" LIGHTWEIGHT CONC. FLOOR TOPPING

STC 51 PER INSUL CALCULATION

TYPE 18 - FLOOR/CEILING ASSEMBLIES 3" = 1'-0"

R-19 BATT INSULATION

5/8" THK GWB, TYPE X, TYP.

PEOVIDE INSULATION WHERE NOTED ON PLANS /OR AS REQUIRED

1" GYPSUM LINER PANELS 2" USG H-STUDS@24" O.C.

(1) LAYERS 5/8" GWB

5/8" THK GWB, TYPE X, TYP.

(1) LAYERS 5/8" GWB

ZINC SHINGLE BY RHEINZINK

BUILD-UP ROOFING, MIN. 1/4" PER FOOT, SLOPE TO DRAIN

(1) LAYERS TYPE "X" 5/8" GWB

RIGID FOAM

(1) LAYERS TYPE "X" 5/8" GWB

2 LINES OF 2X4 STUDS, MIN. 3/4" FROM LINER PANELS

2 LINES OF 2 X 4 STUDS

PLYWOOD SUBFLOOR SHEATHING

2 X 6 STUDS

2X10 FLOOR/CEILING FRAMING

3-1/2" MINERAL WOOL BATT INSULATION, EACH SIDE

1" AIR GAP

TYPE 2 - PARTITION WALL ASSEMBLY, TYP 2 3" = 1'-0"

STC = 59 IIC = 51 Per ONC Test: 2.1.4.2.1.8

1-HR FIRE RATED

STC 55 CAL ONC 1.1.1.1.8.2

SHEAR WALL WHERE OCCURS, PER STRUCT.

TYPE 10 - TYP. AREA SEPARATION WALL ASSEMBLIES 10 3" = 1'-0"

R-19 BATT INSULATION CLARK DIETRICH RC DELUXE RESILIENT FURRING CHANNELS 1 LAYER OF 5/8" TYPE X DRYWALL SHEATHING

TYPE 7 - EXTERIOR WALL ASSEMBLY, TYP 7 3" = 1'-0"

STC = 57 w/ Insul Per Owens Corning NBC-W13a STC = 51 w/o Insul Per Owens Corning NBC-W14f

1-HR FIRE RATED STC 52

TYPE 15 - 8" CONCRETE WALL 15 3" = 1'-0"

TYPE 19 - ROOF/CEILING ASSEMBLIES 3" = 1'-0"

STC 58 CAL ONC 1.1.1.1.9.1

1-HR FIRE RATED STC 62

1-HR FIRE RATED

TYPE 14 - 6" CONCRETE WALL 3" = 1'-0"

‐ ‐ ‐ ‐ ‐

TYPE 1 - INTERIOR WALL ASSEMBLY, TYP 1 3" = 1'-0"

CEMENTITIOUS FIBER LAP SIDING BY JAMES HARDIE

R-19 BATT INSULATION

R-13 BATT INSULATION

FINISHED FLOOR

CEMENT PLASTER BOARD

(2) LAYERS TYPE "X" 5/8" GWB (2) LAYERS TYPE "X" 5/8" GWB

(1) LAYERS TYPE "X" 5/8" GWB

12" CONC. SLAB

(1) LAYERS TYPE "X" 5/8" GWB

2 X 4 STUDS

STC 65 PER INSUL CALC

TYPE 16 - 12" CONCRETE WALL 3" = 1'-0"

STC 65 PER INSUL

TYPE 20 - FLOOR/CEILING ASSEMBLIES 3" = 1'-0" 2-HR FIRE RATED

STC 65 PER INSUL

R-13 BATT INSULATION

(2) LAYERS 5/8" GWB

(3) LAYERS TYPE "X" 5/8" GWB (3) LAYERS TYPE "X" 5/8" GWB

FINISHED FLOOR CEMENT PLASTER BOARD

Date

R-19 BATT INSULATION

PEOVIDE INSULATION WHERE NOTED ON PLANS /OR AS REQUIRED

SINGLE LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE

(1) LAYERS TYPE "X" 5/8" GWB

Date 1 Revision 1

STC 45 PER ONC 1.2.1.2.4.14

1-HR FIRE RATED

2-HR FIRE RATED

10.31.16 12.14.16 04.05.17

TYPE 8 - EXTERIOR WALL ASSEMBLY, TYP 8 3" = 1'-0"

Revision Description

TYPE 3 - CORRIDOR AND STAIR WALL ASSEMBLY, TYP 3 3" = 1'-0"

Date

2 X 6 STUDS

14" CONC. SLAB

(2) LAYERS 5/8" GWB

6" METAL STUD

2 X 4 STUDS

2 X 6 STUDS

2-HR FIRE RATED

TYPE 17 - 3 HR FIRE RATING PARTITION WALL ASSEMBLY 17 3" = 1'-0"

STC 38 WITH INSULATION STC 28 WITHOUT PER INSUL CALC

3-HR FIRE RATED

STC 40 PER INSUL CALC

TYPE 11 - EXTERIOR WALL ASSEMBLY, TYP 11 3" = 1'-0" 1-HR FIRE RATED

TYPE 21 - OCCUPANCY SEPARATION ASSEMBLIES 21 3" = 1'-0"

STC-48: PER INSUL CALC

STC 67 PER INSUL

2-HR FIRE RATED

3 1/2" SOUND ATTENUATION BLANKET BATT INSULATION IN BOTH STUD CAVITIES

01 02

TYPE 4 - PARTITION WALL ASSEMBLY, TYP 4 3" = 1'-0"

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

(1) LAYERS TYPE "X" 5/8" GWB

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA

(1) LAYERS 5/8" GWB (1) LAYERS 5/8" GWB

2 X 6 STUDS

DOUBLE ROW OF 2X4 STUD WALL FRAMING AT 16" O.C. ON SEPARATE PLATES SPACED 1" APART (REFER TO PLANS)

NOTE:

PLYWOOD SHEATHING APPLIED UNDER GYPSIM WALLBOARD AT SOME LOCATIONS -SEE STRUCTURAL

SHEET TITLE:

TYPICAL WALL DETAILS As indicated ARCHITECT:

TYPE 5 - PLUMBING WALL ASSEMBLY, TYP 5 3" = 1'-0"

TYPE 13 - EXTERIOR WALL ASSEMBLY, TYP 13 3" = 1'-0"

TYPE 12 - EXTERIOR WALL ASSEMBLY, TYP 12 3" = 1'-0"

TYP. PARTITION WALL (1HR. FIRE RATING) 22 1/4" = 1'-0"

STC= 57 PER OWENS CORNING TEST: NBC-W13A

____ PROJECT NUMBER:

1-HR FIRE RATED

2-HR FIRE RATED

2-HR FIRE RATED STC 58

‐ SHEET NUMBER:

A‐10.2

PLAN CHK RESUBMITTAL

04.05.17

PLAN CHK RESUBMITTAL

04.05.17

Date 1 Revision 1 1 10.31.16 12.14.16 04.05.17

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

Revision Description

Date

‐ ‐ ‐ ‐ ‐

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

PLANTER DETAIL

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐10.6

PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

01 02

PLAN CHK SUBMITTAL

04.05.17

12.14.16

10.31.16

PRECISION LADDERS ROOF HATCH OUTSIDE VINYL HANDLE GRIP

COVER

2-1/4"

SPOUT OUTLETS OF THE DRINKING 43 IN.MAX. ABOVE FINISH FOUNTAINS FLOOR OR FOR STANDING PERSON SHALL BE 38 IN.MIN. AND GROUND. 4. WHERE ONLY ONE DRINKING FOUNTAIN AREA IS PROVIDED ON A FLOOR, THERE SHALL BE A DRINKING FOUNTAIN WHICH IS ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS, AND ONE ACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING. THIS CAN BE ACCOMMODATED BY THE USE OF "HI-LOW" FOUNTAINS, OR BY SUCH OTHER MEANS AS WOULD ACHIEVE THE REQUIRED ACCESSIBILITY FOR EACH GROUP ON EACH FLOOR. 5. WALL AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE A MINIMUM OF 18" AND A MAXIMUM OF 19" IN DEPTH AND SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND NOT LESS THAN 27" IN HEIGHT, 30" IN WIDTH, AND 8" IN DEPTH. THE DEPTH SHALL BE TAKEN FROM THE FRONT EDGE OF THE FOUNTAIN BACK TOWARD THE WALL OR MOUNTING 6. POST. THE KNEE AND TOE CLEARANCE SPACE SHALL BE FREE OF EQUIPMENT OR OBSTRUCTIONS. 7. A TOE CLEARANCE OF 9" IN HEIGHT ABOVE THE FLOOR, AND 17" IN DEPTH FROM THE FRONT EDGE OF THE 8. FOUNTAIN. THE BUBBLER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM COMPLYING WITHSECTION 11B-205 ITEM THAT IS FRONT MOUNTED OR SIDE MOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN OR AN ELECTRONICALLY CONTROLLED 9. DEVICE. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6" OF THE FRONT OF THE DRINKING FOUNTAIN AND WITHIN 36" OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTANTIALLY PARALLELED TO THE FRONT EDGE OF THE DRINKING 10. FOUNTAIN. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL, THE SPOUT MUST BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN.

5" MAX.

36" MAX.

27" MIN.

36" MAX.

6" MAX.

WING WALL B INSTALLATION PROJECTED FOUNTAINS

27" MIN.

5" MAX.

6" MAX.

18" M IN. 24" M AX.

RECESSED FOUNTAINS

ONE LOCKING POINT UNIT

1. THE SPOUT SHALL BE LOCATED 15 IN.MIN FROM THE VERTICAL SUPPORT AND 5 IN. MAX. FROM THE FRONT EDGE OF THE UNIT,INCLUDING BUMPERS. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 IN. HIGH MIN. AND SHALL NE LOCATED 5 IN. MAX FROM THE FRONT OF THE UNIT.THE ANGLE OF WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 IN. FROM THE FRONT OF THE UNIT,THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREE MAX.WHERE SPOUTS ARE LOCATED BETWEEN 3 IN. AND 5 IN.MAX FROM THE FRONT OF THE UNIT ,THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX.

WATER FOUNTAIN

INSIDE PADLOCK PROVISION

12"

1" RIGID INSULATION FIBER TO STRAPPED CURB

HOLD OPEN VINYL ARM GRIP

FRAME CURB

SECTION A-A

CLEAR OPENING

7-1/2"

PRESSURE INTENSIFIER

SELECT HATCH MATERIAL: (IF LEFT BLANK GALV STEEL

CLEAR OPENING

DEFALT)

HOLD OPEN ARM

SCALE: N.T.S

PRESSURE INTENSIFIER

4'-6" LENGTH OR ONE POINT LESS GREATER LATCH THAN TWO 4'-6" POINT LATCH

TN Ph: (423) 586-2265 Fax: (423) 37816-2279 586-2091

DETAIL DRINK FOUNTAIN 3/16" = 1'-0"

www.PrecisionLadders.com

: :

DWG. CHECK

ARCH'T OR ENG'R.

PROJECT

BUILT BY:

PURCHASE ORDER

REVISION

PURCHASER

CHECKED BY:

DRAWN BY:

DATE

MODEL#

11/19/15

(REQUESTED SHIP DATE)

FACTORY FINISH - MILL GALV ALUM - PRIME PAINTED FINISH

NOTES: (1) ALL MOUNTING HARDWARE TO BE SUPPLIED BY OTHERS. (2) FOR OPERATING EFFICIENCY, HATCH HARDWARE VARIES BY SIZE. EXAMPLE MODEL#: PH- A/G OPENING SIZE IN FEET-INCHES (PH-G2630)

DNH

(AUTHORIZED SIGNATURE)

PRECISION REP

SERIAL# QTY.

PH-

DETAIL ROOF HATCH4 1/2" = 1'-0"

FACTORY FINISH ALUMINUM - ANODIZED

OSHA THIS HANDRAIL GUIDELINE:SYSTEM BEEN TESTED TO HAS 200# LOADING IN WITHSTAND ANY DIRECTION.

NOTE: PLACE BOLTS IN CONFIGURATION SHOWN FOR REQUIRED APPLICATION. (BOLTS, NUTS AND WASHERS INCLUDED)

3'-0"

ONE PIECE WELDED CONSTRUCTION (2) 7"x3" INTERIOR REINFORCING PLATES (4) 3/8"x2 1/2" STEEL BOLTS, LOCK WASHERS AND NUTS

PLAN

SOME SIDE LENGTHS NOTE: REQUIREMAY A MIDDLE (NOT POST SHOWN)

MODEL: ER-1 EXTEND-A-RAIL LADDER SAFETY POST SHIPS COMPLETELY ASSEMBLED

1/4"

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

CAN BE MOUNTED TO LEFT OR RIGHT CORNER OF HATCH

10.31.16 12.14.16 04.05.17

EXTEND-A-RAIL

ROOF HATCH GUARD-RAIL SYSTEM

HATCH) 1.1250

Date

PRECISION SAFETY HANDRAIL (FOR ACCESS IN AND OUT OF ROOF

Revision 1

Revision Description

Date

- 11 GA. FRAME COVER - 11 GA. ALUMINUM FRAME CURB - 11 GA. ALUMINUM ALUMINUM COVER LINER - 18 GA. ALUMINUM

TYPICAL OPTIONS: 1-1/2" CURB INSULATION DOUBLE WALL CURB STAINLESS STEEL HARDWARE

WORK ORDER: ( )

Precision Ladders, LLCP.O. BOX 2279 Morristown,

FRAME COVER - 14 GA. GALV STEEL FRAME STEEL CURB - 14 GA. GALV STEEL COVER LINER - 22 GA. GALV STEEL ALUMINUM (MILL

FINISH) COVER

ONE POINT LOCKING UNIT

APPROVED FOR FABRICATION:

GALVANIZED STEEL (PRIME PAINTED) COVER - 14 GA. GALV

HEAVY DUTY HINGE

NOT TO SCALE

FRAME COVER

1-1/4" SCH 40 ALUMINUM PIPE HANDRAILS (6005-T5)

SELF-CLOSING ALUMINUM GATE

105.0475

NOTE: RETRO-FIT SHIPS LADDER INSTALLATIONS REQUIRE CUSTOM BRACKET NOT SHOWN.

18-1/2"

∅3/4" 2 EACH 83.9500

69-1/4" LENGTH ABOVE TOP TREAD IN DOWN POSITION

7-1/2"

9.7500

∅7/16" 4 EACH

HATCH NOT INCLUDED

Precision Ladders, LLCP.O. BOX 2279 Morristown,

TN Ph: (423) 586-2265 Fax: (423) 37816-2279 586-2091

www.PrecisionLadders.com

WORK ORDER: ( )

HOT COATED DWG. CHECK

ARCH'T OR ENG'R.

PROJECT

BUILT BY:

PURCHASE ORDER

DATE

PURCHASER

CHECKED BY:

DRAWN BY:

DATE

MODEL#

AS REQ'D

FACTORY ALUMINUM-MILL FINISH FINISH Precision Ladders, LLCP.O. BOX 2279 Morristown,

YELLOW POWDER

TN Ph: (423) 586-2265 Fax: (423) 37816-2279 586-2091

PRECISION REP

www.PrecisionLadders.com

WORK ORDER: ( )

FACTORY FINISH ROLL STEEL-SAFETY

3'-4 1/2"

AS REQ'D

DWG. CHECK

ARCH'T OR ENG'R.

BUILT BY:

PURCHASE ORDER

CHECKED BY:

DRAWN BY:

PRECISION REP

PROJECT

DNH

REVISION

PURCHASER

DATE

MODEL#

11/19/15

16"

NOT TO SCALE

Precision Ladders, LLCP.O. BOX 2279 Morristown,

AGRS-H

TN Ph: (423) 586-2265 Fax: (423) 37816-2279 586-2091

SERIAL#

AGRS-

www.PrecisionLadders.com

QTY.

SERIAL#

WORK ORDER: ( )

26"

01 02

. 6" MIN

HEAVY DUTY w/ 3/8" HINGEPIVOT PIN

Date 1

18" M IN.

RUBBER EXTRUDED GASKET

‐ ‐ ‐ ‐ ‐

EAR 32" CL INGLE FOR S

1" FIBERGLASS INSULATION

COVER LINER

CLEAR OPENING

EAR 32" CL ING1LE FOR S 5" MIN .

REINFORCING CHANNEL (TYPICAL)

OUTSIDE PADLOCK PROVISION

DWG. CHECK

ARCH'T OR ENG'R.

PROJECT

BUILT BY:

PURCHASE ORDER

WORK ORDER

PURCHASER

CHECKED BY:

DRAWN BY:

DATE

MODEL#

DNH

3/9/16

PRECISION REP

SERIAL#

ER-1

QTY.

ER-1

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

QTY.

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

WATER FOUNTAIN & ROOF HATCH As DETAIL indicated 3

DETAIL ROOF HATCH2 1/4" = 1'-0"

DETAIL ROOF HATCH3 1/4" = 1'-0"

DETAIL ROOF HATCH1 1/4" = 1'-0"

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐10.12

‐ ‐ ‐ ‐ ‐

Date Revision Description

10.31.16 12.14.16 04.05.17

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

HAUL ROUTE

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐10.13

B A-5.1 D

A-5.3

6 A-6.2

A.2

A A-5.0 7 A-6.2 171.00 ft

C C.1

‐ ‐ ‐ ‐ ‐

ELEV.

RAMP SLOPE %7.5

A-5.4 5' - 0"

D 7% RAMP

E E.1

A-9.1

7% RAMP TO THE POOL AREA

LAP POOL 4' DEPTH 168' - 6"

200 SF

POOL

A-6.0

10.31.16 12.14.16 04.05.17 PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

PODIUM Copy 1 1/8" = 1'-0"

ACCESS TO THE POOL

01 02

ACCESS TO THE POOL

Revision 1

Revision Description

Date

Date 1

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

POOL ACCESS

1/8" = 1'-0" ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐10.14

Date 1 Revision 1 1 10.31.16 12.14.16 04.05.17 01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

Revision Description

Date

‐ ‐ ‐ ‐ ‐

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

CALGREEN

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐11

Date 1 Revision 1 1 10.31.16 12.14.16 04.05.17 01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

Revision Description

Date

‐ ‐ ‐ ‐ ‐

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

CALGREEN

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐11.1

SCOPE OF WORK PROPOSED DEMOLITION OF AN EXISTING TWO STORY WOOD-FRAMED MULTI-TENANT RETAIL STRUCTURE ALONG WITH REMOVAL OF EXISTING SURFACE PARKING LOT AND RELATED SITE CLEARING. PROPOSED NEW DEVELOPMENT INCLUDES TWO LEVELS SUBTERRANEAN PARKING, GROUND LEVEL MULTI-TENANT RETAIL / MERCANTILE / RESTAURANT USES BENEATH A CONCRETE PODIUM DECK, AND TWO LEVELS OF RESIDENTIAL UNITS ABOVE THE PODIUM (39 TOTAL). PROJECT REQUIRES LOT MERGER BETWEEN PARCEL 1 AND PARCEL 2 (LOT 10, BLOCK P, TRACT NO. 573), REFER TO SITE SURVEY FOR MORE INFORMATION.

PROJECT INFORMATION JURISDICTION: CITY OF DANA POINT, CALIFORNIA TENTATIVE PARCEL MAP : VTPM15-0002 COASTAL DEVELOPMENT PERMIT #: CDP14-0012 VARIANCE #: V14-0003 SITE DEVELOPMENT PERMIT #: SDP14-0014 SIGN PROGRAM PERMIT #: SPP16-0001 APN : 682-322-09 and 682-322-10 (TWO LOTS)

‐ ‐ ‐ ‐ ‐

ZONE : TOWN CENTER - MIXED USE (TC-MU)

LOT COVERAGE / BUILDABLE AREA TC-MU ZONE

PROPOSED

LOT AREA - GROSS

26,588 (0.61 AC)

LOT AREA - NET (ASSUMED PROPERTY LINE)

24,346 (0.56 AC)

LOT AREA (NET)

24,346

DENSITY / FLOOR AREA RATIO (FAR) / (SF) TC-MU ZONE ALLOWABLE (FAR) PROPOSED (FAR) ALLOWABLE (SF) PROPOSED (SF)

FIRE STANDPIPES AT EACH STAIR EXIT STAIR CORE

FIRE ALARM

YES

RESTAURANT:

GROUP A-2 OCCUPANCY

RETAIL:

GROUP M OCCUPANCY

RESIDENTIAL APTS:

GROUP R-2 OCCUPANCY

OUTDOOR POOL:

GROUP A-2 OCCUPANCY

GENERAL STORAGE:

GROUP S-1 OCCUPANCY

PARKING GARAGE:

GROUP S-2 OCCUPANCY

(CBC 2013)

FIRE RESISTIVE RATING REQUIREMENTS TYPE OF CONSTRUCTION

TYPE I-A (BELOW PODIUM)

CBC 2013 ( TABLE 601 )

TYPE V-A (ABOVE PODIUM)

PRIMARY STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

BEARING WALLS - INTERIOR

NONBEARING WALLS AND PARTITIONS - EXTERIOR

2 HOUR UNDER 30FT 0 HOUR OVER 30FT

1 HOUR UNDER 30FT 0 HOUR OVER 30FT

NONBEARING WALLS AND PARTITIONS - INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

1.5

Date 1 PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

GROUP A-3 OCCUPANCY

Date

LOBBIES:

BUILDING OCCUPANCY

01 02

ADDITIONAL FIRE PROTECTION

Revision 1

YES ( FULLY SPRINKLERED, FIRE SPRINKLERS REQUIRED )

AUTOMATIC FIRE SPRINKLER

60,865 > 44,560 THUS OK

10.31.16 12.14.16 04.05.17

M, B OR A-2 (BELOW PODIUM) ; R-2 (ABOVE PODIUM)

44,560

OCCUPANCY GROUP

Building will be protected with an approved automatic fire sprinkler system in accordance with NFPA 13.

60,865

Date

2.50 > 1.83 THUS OK

BUILDING CODE ANALYSIS (2013 CBC)

1.83

2.50

Revision Description

PROJECT DENSITY

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

FIRE MASTER OCCUPANCY SEPARATIONS (CBC 2013)

A TO M

1 HOUR

A TO S-1

1 HOUR

A TO S-2

1 HOUR ARCHITECT:

A TO R

1 HOUR

R TO S-1

1 HOUR

S-1 TO S-2

1 HOUR

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐12

Date 1 Revision 1 1 10.31.16 12.14.16 04.05.17 01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

Date

Revision Description

Date

‐ ‐ ‐ ‐ ‐

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

ACOUSTICAL REPORT

ARCHITECT:

____ PROJECT NUMBER:

‐ SHEET NUMBER:

A‐13

‐ ‐ ‐ ‐ ‐

Date Revision Description

01 02

PLAN CHK SUBMITTAL PLAN CHK RESUBMITTAL PLAN CHK RESUBMITTAL

10.31.16 12.14.16 04.05.17

Date No

PROJECT NAME:

VISTA DEL MAR PROJECT ADDRESS:

34175‐34177 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA SHEET TITLE:

PRELIMINARY PEDESTRIAN PROTECTION

ARCHITECT:

____ PROJECT NUMBER:

‐