Sample Portfolio Work by Jeremy Lovell

PROJECT DIRECTORY

7. CONTRACTOR SHALL USE THE EXISTING BUILDING IN A MANNER WHICH WILL NOT DEFACE OR DAMAGE THE EXISTING FACILITIES IN ANY FASHION. ALL DAMAGE BY CONTRACTOR AND THEIR FORCES SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE BUILDING'S OWNER. PROVIDE PROTECTIVE MATERIAL AS WARRANTED. 8. THE CONTRACTOR SHALL FIELD MEASURE ALL DISTANCES AND CLEARANCES PRIOR TO COMMENCEMENT OF NEW WORK OR ORDERING OF MATERIALS. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THAT PORTION OF WORK. THE CONTRACTOR SHALL NOT SCALE ANY DRAWINGS WITHIN THE CONSTRUCTION DOCUMENTS. ANY DISCREPANCIES SHALL BE RESOLVED BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THAT WORK.

818.290.3337 (P)

Jack Haupt 626.218.0081 (P)

Loren Lavi, LEED GA 310.717.3433 (P)

2013 CALIFORNIA MECHANICAL CODE AND THE 2012 UNIFORM MECHANICAL CODE 2013 CALIFORNIA FIRE CODE, TITLE 24, PART 9 C.C.R. BASED ON THE 2012 INTERNATION FIRE CODE

SECTION #

MPE ENGINEER

GENERAL CONTRACTOR

Studio+ Architecture

Mistry Engineering, Inc.

Intertex General Contractors, Inc.

2070 Business Center Drive, #295 Irvine, CA 92612

26410 Brooks Circle Stevenson Ranch, CA 91381

28338 Constellation Road, #900 Valencia, CA 91355

Jason Dontje, NCARB, LEED AP BD+C 949.228.7528 (P)

Jamshed (Jim) N. Mistry, P.E., LEED AP BD+C 661.284.3055 (P)

Dale Donohoe 661.702.2200 (P)

DETAIL CALLOUT

SIM

SHEET DRAWN ON

BUILDING SECTION CUT

A101

2013 CALIFORNIA EXISTING BUILDING CODE, TITLE 24, PART 10 C.C.R. BASED ON THE 2012 INTERNATIONAL EXISTING BUILDING CODE

11. WHEN REMOVING FIXTURES OR DEVICES, REMOVE ALL ASSOCIATED WIRE, BOXES, FRAMING, PIPING NECESSARY TO ALLOW THE COMPLETE INSTALLATION OF NEW FINISH.

2013 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN CODE), TITLE 24, PART 11 C.C.R.

12. EVERY EFFORT HAS BEEN MADE TO ACCURATELY DEPICT EXISTING CONDITIONS. HOWEVER, ALL WORK MUST BE VERIFIED IN THE FIELD PRIOR TO THE ORDERING OF ANY MATERIALS OR ANY WORK HAS BEGUN. ANY CONFLICTS BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR VERIFICATION AND/OR CORRECTION.

2013 CALIFORNIA REFERENCED STANDARDS CODE, TITLE 24, PART 12 C.C.R. PARTIAL LIST OF APPLICABLE STANDARDS (NATIONAL FIRE PROTECTION ASSOCIATION CODE):

13. ALL SMOKE AND FIRE RATED WALLS SHALL BE LABELED ABOVE THE CEILING WITH RED, PAINTED STENCILED LETTERING IDENTIFYING THE WALL RATING AND STATING "PROTECT ALL PENETRATIONS." STENCILED LABELING SHALL OCCUR ON BOTH SIDES OF EACH SMOKE AND FIRE RATED WALL AT NOT MORE THAN 20 FEET ON CENTER AND ALL WALL TERMINATION OR CHANGES IN DIRECTION SHALL BE DESIGNATED WITH A VERTICAL LINE.

2013 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35

NFPA 14

STANDPIPE SYSTEMS (CALIFORNIA AMENDED) 2013 ED

14. SHOP DRAWINGS AND / OR SUBMITTALS FOR PRODUCTS, MATERIALS, ASSEMBLIES, AND SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT PRIOR TO FABRICATION IN ORDER TO VERIFY GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. SHOP DRAWINGS AND SUBMITTALS MUST BEAR A REVIEW STAMP FROM THE CONTRACTOR PRIOR TO BEING SUBMITTED TO THE ARCHITECT. SHOP DRAWING REVIEW AND APPROVAL SHALL NOT RELIEVE ANY PARTY FROM MAINTAINING COMPLIANCE WITH THE CONTRACT DOCUMENTS.

NFPA 17A

WET CHEMICAL EXTINGUISHING SYSTEMS 2013 ED

NFPA 20

STATIONARY PIPES 2013 ED

NFPA 24

PRIVATE FIRE SERVICE MAINS (CALIFORNIA AMENDED) 2013 ED

NFPA 72

NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) 2013 ED (NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES")

NFPA 13 2013 ED

NFPA 80

KEYNOTE NUMBER (SEE LEGEND ON SHEET)

DEMOLITION KEYNOTE

KEYNOTE NUMBER (SEE LEGEND ON SHEET)

? 00

NEW CONSTRUCTION KEYNOTE

SHEET DRAWN ON

A101

SECTION # SHEET DRAWN ON

SIM

WALL SECTION CUT

DETAIL SECTION CUT

A101

116-1

DOOR NUMBER

SHEET WHERE ELEVATION IS DRAWN

FINISH DESIGNATION

P-1

FINISH TAG

SHEET WHERE ELEVATION IS DRAWN

ELEVATION CALLOUT

A0.00

1i 8' - 6"

LOCATION ON SHEET

NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2012 ED

A0.00

NAME ELEV. 0'-0"

INTERIOR ELEVATION CALLOUT

FEC

APPLICABLE REQUIREMENTS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT

WALL MOUNTED FIRE EXTINGUISHER

5. AREA IMMEDIATELY SURROUNDING ALL AREAS OF WORK SHALL BE PROTECTED FROM DANGER OF MATERIALS BEING DROPPED OR DISLODGED.

10. MAINTAIN FIRE PROTECTION AND FIRE ALARM SYSTEMS AT ALL TIMES WITHIN EXISTING FACILITIES. 11. REVIEW ALL EXISTING CONDITIONS, DRAWINGS AND OTHER DOCUMENTS FOR PROPER COORDINATION BETWEEN NEW AND EXISTING CONSTRUCTION. 12. ACTIVE UTILITIES WHOSE LOCATIONS ARE UNKNOWN TO OWNER ARE SUSPECTED TO EXIST. CONTRACTOR SHALL BE CAUTION OF THEIR EXISTENCE. IF THEY ARE ENCOUNTERED, IMMEDIATELY REPORT TO OWNER FOR DIRECTION.

APPLICABLE CODES

SYMBOL LEGEND

19. PROVIDE TEMPORARY DUST, SIGHT, AND SOUND BARRIERS WHEREVER NECESSARY TO LIMIT THE AMOUNT OF NOISE, DUST AND VISUAL POLLUTION WITHIN AND AROUND THE FACILITY, TO MAINTAIN OCCUPANCY AND USE OF OCCUPIED AREAS IN THE EXISTING BUILDING 24 HOURS PER DAY. THE EXACT LOCATION AND QUANTITY OF TEMPORARY BARRIERS IS TO BE DETERMINED BY CONSTRUCTION SCHEDULE AND WORK SEQUENCE. INTERIOR PARTITIONS ARE DEFINED FOR THESE PURPOSES AS FULL HEIGHT 3-5/8" METAL STUD WITH GWB FINISH, PAINTED (COLOR AS SELECTED BY OWNER), SOUND INSULATED WITH FULL HEIGHT 2" (UNFACED) SOUND ATTENUATION BLANKETS, AND SEALED TOP, BOTTOM, AND ENDS TO PREVENT THE PASSAGE OF DUST AND NOISE.

SITE PLAN LEGEND (E) ITEM SCOPE OF WORK AREA (2ND FLOOR) PROPERTY LINE

PARKING LOT

PARKING NOTE: PARKING FOR THIS USE IS APPROVED UNDER PARKING ADJUSTMENT NO. 13-001, MASTER CASE NO. 13-062 ON JUNE 27, 2013.

13. LIMIT USE AND OPERATION AT SITE TO "LIMITS OF CONSTRUCTION," INDICATED AND REQUIRED TO PERFORM WORK. PORTIONS OF SITE BEYOND AREA OF REQUIRED WORK SHALL NOT BE DISTURBED WITHOUT WRITTEN APPROVAL OF OWNER.

P2.2A P2.2B

14. LIMIT USE AND OPERATION WITHIN EXISTING FACILITIES TO AREAS INDICATED FOR CONSTRUCTION WORK AND AS REQUIRED TO PERFORM WORK. OTHER AREAS WITHIN FACILITY SHALL NOT BE DISTURBED OR DISRUPTED. PARKING LOT

15. DAMAGES TO EXISTING STRUCTURE, UTILITIES AND OTHER ITEMS WHICH ARE CAUSED BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED TO THEIR ORIGINAL CONDITION.

P2.3 P2.4A P2.4B P2.5A P2.5B P2.6A P2.6B P3.00 E0.1

5 1 A0.1

16. MAINTAIN AND KEEP CLEAR ALL REQUIRED FIRE EXITWAYS THROUGHOUT FACILITY WITHIN AND IN VICINITY OF CONSTRUCTION AREAS. COORDINATE ALTERNATE TEMPORARY EGRESS ROUTES WITH OWNER AND LOCAL FIRE AUTHORITY. 17. THE DEMOLITION DRAWINGS FOR ARCHITECTURAL AND ENGINEERING WORK HAVE BEEN PREPARED USING (AS DESIGNED) DOCUMENTS PROVIDED BY THE OWNER. NEITHER THE OWNER NOR THE ARCHITECT WARRANT THESE TO BE (AS-BUILT) DOCUMENTS AND ACTUAL CONDITIONS MAY VARY.

PARKING LOT

1ST FLOOR SUITE 130: 2,774 SF

1ST FLOOR SUITE 120: 3,374 SF

1ST FLOOR SUITE 110: 2,798 SF

2ND FLOOR SUITE 230: 3,191 SF

2ND FLOOR SUITE 220: 3,141 SF

2ND FLOOR SUITE 210: 2,732 SF

DELETE DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOOR LOUVER DOWN DISABLED PERSON ACCESSIBLE DOWNSPOUT DRAWING EACH EXPANSION JOINT ELEVATION ELECTRICAL ELECTRICAL METAL TUBING ENCLOSURE ENGINEER EDGE OF SLAB EQUAL EQUIPMENT EACH WAY EXISTING ECPANSION EXTERIOR FIRE ALARM FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER W/CABINET FINISH FLOOR FINISH GRADE FIRE HYDRANT FIRE HOSE W/ CABINET FLAT HEAD WOOD SCREW FLOOR FACE OF FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FINISH SURFACE

E0.2 E0.3 E0.4 E0.5 E0.6 E2.0 E2.1 E2.2 E2.3 E3.0 E3.1 E3.2 E3.3 E3.4 E4.0 E5.0 Grand total: 80

MEDICAL OFFICE BUILDING FT FTG GA GALV GB GFRC GYP HB HDWE HM HOR HR HVAC ID IN INT INV JBOX JAN LAV LB(S) MAX MB MDF MFR MH MIN MISC MO MTL (N) NIC NO NR NTS NTS O/ OA OC OD OFCI

FOOT OF FEET FOOTING GAUGE GALVANIZED GYPSUM BOARD GLASS FIBER REINFORCED CONCRETE GYPSUM HOSE BIB HARDWARE HOLLOW METAL HORIZONTAL HOUR HEATING VENTILATION AIR INSIDE DIAMETER INCH OR INCHES INTERIOR INVERT JUNCTION BOX JANITOR CLOSET LAVATORY POUND(S) MAXIMUM MACHINE BOLT MEDIUM DENSITY FIBERBOARD MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING METAL NEW NOT IN CONTRACT NUMBER NON RATED NOT TO SCALE NOT TO SCALE OVER OVERALL ON CENTER OUTSIDE DIAMETER OWNER-FURNISHED CONTRACTOR-INSTALLED

OFOI OH OTO PA PE PERP PH PL PLAM PLUMB PLYWD PM POC PR PREP PSF PSI PVC R RD REC REF REQ RM RWL RO SCHED SECT SF SHT SIM SM SMS SOV SPEC SST STD STL STRUCT T&B TEMP TO TOC TOD

OWNER-FURNISHED OWNER-INSTALLED OPPOSITE HAND OUT TO OUT PUBLIC ADDRESS PAD ELEVATION PERPENDICULAR PANIC HARDWARE PLATE PLASTIC LAMINATE PLUMBING PLYWOOD PARTITION MOUNTED POINT OF CONNECTION PAIR PREPARE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE RISER, RADIUS ROOF DRAIN RECESSED REFERENCE REQUIRED ROOM RAIN WATER LEADER ROUGH OPENING SCHEDULE SECTION SQUARE FEET SHEET SIMILAR SURFACE MOUNTED SHEET METAL SCREW SHUT OFF VALVE SPECIFICATION STAINLESS STEEL STANDARD STEEL STRUCTURAL TOP AND BOTTOM TEMPORARY TOP OF TOP OF CURB TOP OF DRAIN

TOP TOPL TOR TOS TOW TST TV TYP UC UNO VCT VERT W W/ W/O WD WH WI WIN WP WS WT WWF x YD

TOP OF PARAPET TOP OF PLATE TOP OF RIDGE TOP OF SLAB TOP OF WALL TOP OF STEEL TELEVISION TYPICAL UNERCUT UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WIDE FLANGE WITH WITHOUT WOOD WATER HEATER WOODWORK INSTITUTE WINDOW WATERPROOF WOOD SCREW WEIGHT WELDED WIRE FABRIC BY YARD

1ST FLOOR SUITE 140: 2,872 SF

1ST FLOOR SUITE 150: 1,813 SF

1ST FLOOR SUITE 160: 4,172 SF

2ND FLOOR SUITE 240: 2,694 SF

2ND FLOOR SUITE 250: 2,951 SF

2ND FLOOR SUITE 260: 3,199 SF

MEDICAL OFFICE TENANT IMPROVEMENT THIS IS NOT AN OSHPD III PROJECT

SCOPE OF WORK:

REMODEL EXISTING TENANT SUITE INCLUDING NEW NON-BEARING WALLS, CASEWORK, DOORS & HARDWARE, CEILINGS, LIGHTING, AND MODIFICATIONS TO MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS.

ACCESSIBILITY SCOPE OF WORK:

EXISTING ACCESSIBILITY ITEMS SERVING AREA OF WORK ARE FULLY COMPLIANT WITH THE 2013 CALIFORNIA BUILDING CODE

CALGREEN SCOPE OF WORK:

REFERENCE SHEET G0.2

UNDER SEPARATE PERMIT:

FIRE ALARM AUTOMATIC FIRE SPRINKLERS DEMOLITION

BIDDING ALTERNATES

12/30/15

ADD ALTERNATE: PROVIDE SOLID SURFACE COUNTERTOPS AND TRANSACTION COUNTERTOPS PER SS-1 OF FINISH SCHEDULE

12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15

PROJECT TYPE:

BUILDING INFO

ASSESSOR'S PARCEL #:

2861-009-042

OCCUPANCY TYPE:

(B) AMBULATORY CARE

CONSTRUCTION TYPE:

TYPE V-B

AUTOMATIC SPRINKLERS:

YES

NUMBER OF STORIES:

2 STORIES

BUILDING GROSS AREA:

47,398 SF

2ND FLOOR GROSS AREA:

21,221 SF

SCOPE OF WORK GROSS AREA:

SUITE 240 = 2,691 S.F. SUITE 250 = 2,951 S.F. SUITE 260 = 3,199 S.F. TOTAL = 8,841 S.F.

VICINITY MAP

12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15 12/30/15

MAG IC

12/30/15 12/30/15

CRE EKS IDE RD.

MO UNT AIN PKW Y.

PROJECT SITE

D. BLV A I C LEN VA

R. ED T ON LM E D

Agency Approval:

01/20/16 01/20/16

Architect/Engineer of Record A RCH S ED I EN A . DO T N N O

NO. C-32176

01/20/16 01/20/16 01/20/16 01/20/16 01/20/16

FF FG FH FHC FHWS FL FO FOC FOF FOM FOS FS

P2.1B

12/30/15 12/30/15 12/30/15 12/30/15 12/30/15

CITY OF HOPE NATIONAL MEDICAL CENTER 1500 EAST DUARTE ROAD DUARTE, CA 91010-3000

EN .

ABBREVIATIONS

FDN FE FEC

P2.1A

12/30/15 12/30/15

PROJECT TENANT:

CJ CLG CLR CMU CONC CONT CORR CR CTSK CTC d DBL

DS DWG EA EJ ELEV ELEC EMT ENCL ENGR EOS EQ EQPT EW (E) EXP EXT FA FD FDC

P2.01B

ACCESSIBLE PATH OF TRAVEL (FROM ACCESSIBLE PARKING TO ACCESSIBLE BUILDING ENTRANCE)

20. DO NOT DISTURB (E) BUILDING FIREPROOFING.

GENERAL DEMOLITION NOTES DEL DET DF DIA DIM DL DN DP

M2.3 M2.4 M2.5 M2.6 M3.0 M3.1 M3.2 P1.01 P1.02 P1.03 P1.04 P2.00 P2.01A

COVER SHEET NON RESIDENTIAL ALTERATIONS AND ADDITIONS CHECKLIST SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SITE ACCESSIBILITY PLAN & DETAILS OVERALL GROUND FLOOR EXITING AND ACCESSIBILITY PLAN OVERALL SECOND FLOOR EXITING AND ACCESSIBILITY PLAN ROOF PLAN & OVERALL EXITING 2ND FLOOR PLAN CALCULATIONS OVERALL SECOND FLOOR PLAN REMODEL FLOOR & CEILING PLAN REMODEL FLOOR & CEILING PLAN REMODEL FLOOR & CEILING PLAN ENLARGED PLANS & INTERIOR ELEVATIONS ENLARGED PLANS & INTERIOR ELEVATIONS INTERIOR ELEVATIONS FINISH FLOOR PLAN & INTERIOR FINISHES DOOR SCHEDULE & DETAILS FRAMING & ROOFING DETAILS CEILING DETAILS CASEWORK AND MISC. DETAILS ACCESSIBILITY & MISC. DETAILS MECHANICAL GENERAL NOTES & ABBREVIATIONS MECHANICAL GENERAL NOTES CONT'D SCHEDULES TITLE 24 TITLE 24 TITLE 24 TITLE 24 TITLE 24 TITLE 24 TITLE 24 TITLE 24 TITLE 24 MECHANICAL OVERALL 1ST FLOOR REFERENCE MECHANICAL SECOND FLOOR PARTIAL DEMOLITION PLAN MECHANICAL SECOND FLOOR PARTIAL REMODEL FLOOR PLAN MECHANICAL ROOF PLAN MECHANICAL SUITE 240 PLAN MECHANICAL SUITE 250 PLAN MECHANICAL SUITE 260 PLAN MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS PLUMBING LEGEND, NOTES, & CALCULATIONS PLUMBING SCHEDULES TITLE 24 TITLE 24 PLUMBING OVERALL BASEMENT PLAN (REF. ONLY) PLUMBING OVERALL FIRST FLOOR WASTE & VENT PLAN (REF. ONLY) PLUMBING OVERALL FIRST FLOOR OVERALL HOT & COLD WATER PLAN (REF. ONLY) PLUMBING OVERALL WASTE AND VENT OVERALL SECOND FLOOR DEMO PLAN PLUMBING OVERALL SECOND FLOOR. COLD & HOT WATER DEMO PLAN PLUMBING OVERALL WASTE AND VENT OVERALL SECOND FLOOR PLAN PLUMBING OVERALL COLD AND HOT WATER SECOND FLOOR PLAN PLUMBING OVERALL ROOF PLAN PLUMBING SUITE 240 WASTE & VENT PLAN PLUMBING SUITE 240 COLD & HOT WATER PLAN PLUMBING SUITE 250 WASTE & VENT PLAN PLUMBING SUITE 250 COLD & HOT WATER PLAN PLUMBING SUITE 260 WASTE & VENT PLAN PLUMBING SUITE 260 COLD & HOT WATER PLAN PLUMBING DETAILS GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND SHEET INDEX SINGLE-LINE DIAGRAM LIGHTING FIXTURE SHCEDULE AND CUT SHEETS PANEL SCHEDULES TITLE 24 TITLE 24 DEMO OVERALL 2ND FLOOR PLAN DEMO POWER AND LIGHTING PLANS SUITE 240 DEMO POWER AND LIGHTING PLANS SUITE 250 DEMO POWER AND LIGHTING PLANS SUITE 260 OVERALL 2ND FLOOR PLAN POWER AND LIGHTING PLANS SUITE 240 POWER AND LIGHTING PLANS SUITE 250 POWER AND LIGHTING PLANS SUITE 260 ROOF PLAN SPECIFICATIONS SHEET ELECTRICAL DETAILS

MEDICAL OFFICE TENANT IMPROVEMENTS SUITE 240, 250, 260.

T EC E TJ

6. WORK SHALL BE CARRIED OUT IN A MANNER THAT WILL NOT IMPOSE AVOIDABLE HARDSHIP, DANGER, OR INCONVENIENCE TO PUBLIC OR STAFF. WORK SHALL BE PLANNED SO AS TO MINIMIZE SHUTDOWN TIME OR ANY SERVICE.

9. MAINTAIN UTILITIES OR OTHER SERVICE, INDICATED TO BE ABANDONED, IN SERVICE OR PROVIDE ALTERNATE MEANS OF SERVICE UNTIL NEW FACILITIES AREA PROVIDED, TESTED, AND PUT IN OPERATION.

18. CONTRACTOR SHALL DISPOSE OF ALL ITEMS - OWNER RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS FOR SALVAGE - THESE ITEMS SHALL BE IDENTIFIED DURING PRE-CONSTRUCTION WALK THROUGH.

M2.2

BO UL EV AR D

4. OWNER WILL OCCUPY EXISTING BUILDING DURING LIFE OF THIS CONTRACT. SCHEDULE ALL WORK AT SUCH TIME AND IN SUCH A MANNER TO MINIMIZE INTERFERENCE TO PUBLIC, STAFF AND OWNER'S OPERATIONS. CONTRACTOR MUST OBTAIN APPROVAL OF OWNER BEFORE STARTING ANY WORK WITHIN ANY EXISTING AREA OF BUILDING.

CFOI

RECESSED FIRE EXTINGUISHER CABINET

VA LE NC IA

3. WORK IS REQUIRED TO BE PERFORMED WITHIN EXISTING BUILDING. EACH CONTRACTOR WILL HAVE ACCESS TO AREAS IN WHICH THIS WORK OCCURS.

ARCH BD BLDG BLK BLKG BTWN C CER CF CFCI

BUILDING / PAVING ELEVATION

A2.1 A3.1 A3.2 A3.3 A4.1 A4.2 A4.3 A5.1 A6.1 A7.1 A7.2 A7.3 A7.4 M1.0 M1.01 M1.1 M1.2 M1.3 M1.4 M1.5 M1.6 M1.7 M1.8 M1.9 M1.10 M2.0 M2.1

SHEET NAME

ISSUE DATE

PROJECT NAME:

. WY PK AN BE MC

8. FABRICATE AND INSTALL INTERCONNECTING PORTIONS OF THESE SYSTEMS PRIOR TO SHUT DOWN FOR FINAL CONNECTIONS.

ACOUSTICAL ADJACENT ABOVE FINISH FLOOR ALUMINUM AMERICAN NATIONAL STANDARDS INSTITUTE ARCHITECTURAL BOARD BUILDING BLOCK BLOCKING BETWEEN CHANNEL CERAMIC CUBIC FEET CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CONTRACTOR FURNISHED, OWNER INSTALLED CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UNIT CONCRETE CONTINUOUS CORRIDOR CLASSROOM COUNTER SUNK CENTER TO CENTER PENNY DOUBLE

CEILING HEIGHT - ABOVE FIN. FLR. ELEV. - 0'-0"

EXISTING WALL / PARTITION

2. ALL DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED (TYP. UNLESS NOTED OTHERWISE) BUT NOT LIMITED TO THE FOLLOWING: A. INTERIOR PARTITIONS (REMOVE TO STRUCTURE). B. CEILINGS - INCLUDING CUBICAL CURTAIN TRACKS, IV TRACKS, CEILING SUSPENSION SYSTEM, MISC. STEEL SUPPORTS FOR SUSPENDED EQUIPMENT, LIGHT FIXTURES, DIFFUSERS AND GRILLES. C. FLOOR FINISHES TO CONCRETE INCLUDING: CARPET, RVT, SHEET VINYL, CERAMIC TILE, ETC. GRIND SMOOTH, ROUGHEN AND/OR ETCH RO LEAVE FLOOR SUBSTRATES IN PROPER CONDITION TO RECEIVE NEW SCHEDULED FLOOR FINISH AS RECOMMENDED BY SURFACE FINISH MANUFACTURER. D. DOORS, DOOR FRAMES, WINDOW FRAMES AND GLAZING. E. FIRE EXTINGUISHER AND FIRE HOSE CABINETS. F. CABINETWORK, SHELVING , BASES. G. TOILET PARTITIONS AND ACCESSORIES. H. TACKBOARDS, MARKERBOARDS, CHALKBOARDS, AND PEGBOARDS. I. EQUIPMENT ITEMS (SEE MECHANICAL AND ELECTRICAL). J. SAW CUT & REMOVAL OF EXISTING CONCRETE SLAB FLOOR FOR UNDERGROUND UTILITY WORK.

AB ABS AC ACC STATION ACOUS ADJ AFF ALUM ANSI

PARTITION TAG

NORTH ARROW

PLAN NORTH

7. LIMIT DURATION OF EACH SUCH DISRUPTION OF SERVICE AS APPROVED BY OWNER.

DIAMETER OR ROUND PLUS/MINUS POUND OR NUMBER PERCENT AT DEGREE CENTER LINE ANGLE PROPERTY LINE ANCHOR BOLT ABSOLUTE ASPHALTIC CONCRETE ACCESSIBLE WORK

EQUIPMENT TAG

TRUE NORTH

1. ALL SCREENED/HALFTONE LINES INDICATE EXISTING ITEMS TO REMAIN (TYP., UNLESS NOTED OTHERWISE).

G0.3 G0.4 G0.5 A0.1 A1.1

A1.3

WINDOW CALLOUT

EQUIPMENT DESIGNATION

LOCATION ON SHEET

DOOR CALLOUT

GENERAL NOTES

Ø +/# % @ °

G0.1 G0.2

WINDOW NUMBER

AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED)

FIRE DOOR AND OTHER OPENING PROTECTIVES 2013 ED

SHEET NUMBER

GRID BUBBLE

GRID NUMBER

A1.2 SECTION #

ARCHITECT

2013 CALIFORNIA PLUMBING CODE AND THE 2012 UNIFORM PLUMBING CODE

10. ANY EXISTING ELEC., PLUMB OR HVAC DEVICES OR SYSTEMS WHICH ARE NEEDED TO MAINTAIN THE OPERATIONS OF THE SYSTEM, SHALL BE CAPPED OFF OR REROUTED AS NECESSARY TO MAINTAIN SYSTEM, REGARDLESS IF INDICATED HEREIN.

PROJECT INFO & SCOPE

-1 07 - 3 1 R O F CA L I F O

Project Title:

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260 23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355 Revisions: 1 2 3 4 5

PARKING LOT

NOTE: OTHER ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED STANDARDS IN THE BUILDING INDUSTRY. CONTACT ARCHITECT FOR NECESSARY CLARIFICATION.

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

Project #: CA13500.90 Date:

12/30/15

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

Drawn:

Checked: JD

Sheet Title:

COVER SHEET

SITE PLAN

1 1" = 40'-0"

SHEET INDEX

G0.1

6. SITE UTILITIES: THE CONTRACTOR SHALL USE EXISTING SERVICES.

2281 West 190th Street, #100 Torrance, CA 90504

5. CONTRACTOR SHALL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES SHALL BE SCHEDULED SO AS TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS.

1 A101

1500 East Duarte Road Duarte, CA 91010-3000

4. ALL BUILDING SYSTEM SERVICES (IE: WATER, SANITARY, FIRE ALARM, ELECTRIC, ETC...) SHALL REMAIN IN OPERATION THROUGHOUT CONSTRUCTION. ALL NECESSARY INTERRUPTIONS FOR CONNECTION OF NEW WORK SHALL BE PERFORMED AFTER NORMAL BUSINESS HOURS OR AS AGREED TO BY BUILDING OWNER. ANY REQUIRED INTERRUPTIONS OF SERVICE SHALL BE SCHEDULED AND APPROVED BY THE BUILDING OWNER 72 HOURS IN ADVANCE. COST IMPACTS OF AFTER HOURS WORK SHALL BE ANTICIPATED AND INCLUDED IN THE BID PROPOSAL.

2013 CALIFORNIA ELECTRICAL CODE AND THE 2011 NATIONAL ELECTRICAL CODE

SECTION # SHEET DRAWN ON

SIM

24515 Kansas St. Newhall, CA 91321

3. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EQUIPMENT AND UTILITY POINTS OF SERVICE.

2013 CALIFORNIA BUILDING CODE AND THE 2012 INTERNATIONAL BUILDING CODE

Intelisyn

2. THE CONTRACTOR AND BUILDING OWNER SHALL MEET PRIOR TO NOTICE TO PROCEED AND SHALL DOCUMENT EXISTING CONDITIONS OF THE GENERAL PROJECT AREA.

9. CONTRACTOR SHALL SCHEDULE ALL WORK TO AVOID INTERRUPTIONS TO ADJACENT AREAS. ALL DISRUPTIVE WORK SHALL BE SCHEDULED AND PERFORMED BEFORE / AFTER NORMAL BUSINESS HOURS OF THE DEPARTMENT. WORK STOPPAGE DUE TO VIBRATIONS, ETC. THAT DISTURB THE OCCUPANTS WILL NOT BE GROUNDS FOR ADDITIONAL CHARGES OR CHANGE ORDERS.

City of Hope

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS WORK AND OCCUPANCY. ALL CONTRACTORS SHALL EXECUTE THEIR WORK IN COMPLIANCE WITH THE CODES LISTED HEREIN. ALL WORK SHALL BE EXECUTED UNDER PROPER BUILDING PERMITS AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT.

PROJECT MANAGER

23823 W VALENCIA BOULEVARD, SANTA CLARITA, CA 91355

TENANT

CIT RUS ST.

MEDICAL OFFICE TENANT IMPROVEMENT SANTA CLARITA - SUITES 240, 250, 260

OWNER Valencia Blvd. Investment Partners, LLC

(E) HANDRAIL W/ INSIDE SURFACE AT 1-1/2" CLEAR OF WALLS AND 32" ABOVE FINISHED FLOOR

FLOOR LANDING NUMBER AND BRAILLE ON BOTH JAMBS

ELEVATOR CALL

HALL LANTERN

2 ELEV. DOOR

ACCESSIBILITY NOTES

FOR (E) FLOOR DESIGNATION 6 -REF A0.1

72" MIN.

HANDRAIL

60"

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

A0.1

1. GENERAL: ALL ACCESSIBILITY REQUIREMENTS IN THE PRIMARY PATH OF TRAVEL (P.O.T.) TO THE PRIMARY ENTRANCE TO THE ALTERATION AREA APPEAR TO SUBSTANTIALLY CONFORM TO THE APPLICABLE 2013 CALIFORNIA BUILDING CODE.

FOR (E) HALL SIGNALS -REF 7

29"

2. WALKS AND SIDEWALKS: ALL WALKS AND SIDEWALKS THAT ARE INDICATED AS PATH OF TRAVEL SHALL BE BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/4 INCH AND ANY CROSS SLOPE CHANGES EXCEEDING 2% SLOPE.

A0.1

1 1/2" MIN. FROM WALL

32" MAX. A.F.F.

42"

FOR (E) CAB DESIGNATION -REF 5

A0.1

FOR (E) ELEVATOR CONTROL PANEL -REF 8

3. STAIRS AND STEPS: ALL STAIRWAYS, HANDGRIPS, HANDRAILS AND SIGNAGE SHALL CONFORM TO CBC 11B-504. ALL STRIPING SHALL BE PROVIDED AT UPPER AND LOWER TREAD OF EACH STAIR MARKED BY CONTRASTING COLOR OF SLIP RESISTANT MATERIAL AT LEAST 2 INCHES WIDE PLACED PARALLEL TO NOSING AND/OR LANDING.

A0.1

4. WATER FOUNTAINS: ALL DRINKING FOUNTAINS SHALL CONFORM TO CBC 11B-602

NOT USED

(E) DRINKING FOUNTAIN FOR REFERENCE ONLY

N.T.S.

9 1/2" = 1'-0"

(E) ELEVATOR HALL CONFIGURATION FOR REFERENCE ONLY

(E) ELEVATOR CAB PLAN FOR REFERENCE ONLY

1" = 1'-0"

3 1/4" = 1'-0"

5/8" MIN NUMERAL HEIGHT

5. CURB RAMPS: ALL CURB CUTS AND RAMPS SHALL CONFORM TO CBC 11B-405. 6. ACCESSIBLE PARKING: EACH PARKING AREA SHALL CONFORM WITH CBC 11B-502 WITH AT LEAST ONE (1) ACCESSIBLE VAN PARKING SPACE IN EACH PARKING AREA. 7. DOOR THRESHOLDS: ALL FLOORS OR LANDINGS SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THRESHOLD OF THE DOORWAY WITH 1:2 SLOPED BEVEL FOR CHANGES FROM 1/4 TO 1/2 INCH AND WITH 1:12 SLOPED RAMP FOR CHANGES 1/2 INCH OR MORE.

*1 3

STAR ALONGSIDE MAIN EXIT FLOOR NUMBER

NUMBER 02.01

PROVIDE WORK / ITEM PAINT 4" WIDE WHITE HATCHING

3/8" MIN. SEPARATION

35" MAX. A.F.F.

48" MAX. A.F.F.

3/4" Ã&#x2DC; CONTROL BUTTON, ILLUMINATED

NOT USED

N.T.S.

(E) ELEVATOR CONTROL PANEL FOR REFERENCE ONLY

TYP (E) ACCESSIBLE PARKING SIGNAGE FOR REFERENCE ONLY

3" = 1'-0"

9' - 0" MIN (E)

N.T.S.

9' - 0" MIN (E)

1' - 0" (E) TYP

(E) CONC CURB, TYP

NOT USED

N.T.S.

(E) ELEVATOR HALL SIGNALS FOR REFERENCE ONLY

18' - 0" (E) MIN

(E) 2% MAX SLOPE IN ANY DIRECTION AT STRIPED AREA

1/2" = 1'-0" 4' - 0" MIN (E)

N.T.S.

2' - 0" (E) MIN

(E) ACCESSIBLE PARKING SIGNAGE -REF 2 A0.1

Agency Approval:

(E) 4" WIDE BLUE BORDER (TYP)

5' - 0" MIN (E)

NOT USED

1 1/2" = 1'-0"

(E) 4" WIDE BLUE HATCHING @ 36" O.C. (E) 2% MAX SLOPE IN ANY DIRECTION AT STRIPED AREA 02.01 TYP

9' - 0" MIN (E)

5 (E) ACCESSIBLE PARKING SIGNAGE -REF 2 A0.1

Architect/Engineer of Record

T EC E TJ

(E) 3' SQUARE ACCESSIBLE SYMBOL (TYP)

A RCH S ED I EN A . DO T N N O

NOT USED

N.T.S.

(E) ELEVATOR FLOOR DESIGNATION FOR REFERENCE ONLY

9' - 0" MIN (E)

Project Title:

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

18' - 0" MIN (E)

3" = 1'-0" 4' - 0" MIN (E)

N.T.S.

(E) 2% MAX SLOPE IN ANY DIRECTION AT STRIPED AREA

(E) ACCESSIBLE PARKING SIGNAGE -REF 2 A0.1

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355

8' - 0" MIN (E)

(E) 2% MAX SLOPE IN ANY DIRECTION AT STRIPED AREA

Revisions:

(E) 4" WIDE BLUE HATCHING @ 36" O.C.

(E) "NO PARKING" IN 12" HIGH MIN WHITE LETTERS (TYP)

1 2 3 4 5

(E) 4" WIDE BLUE BORDER (TYP)

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

02.01 TYP

9' - 0" MIN (E)

5 (E) ACCESSIBLE PARKING SIGNAGE -REF 2 A0.1

Project #: CA13500.90 Date:

12/30/15

Drawn:

Checked: JD

Sheet Title:

SITE ACCESSIBILITY PLAN & DETAILS

NOTE: NO SCOPE OF WORK REQUIRED, DETAIL PROVIDED TO DEMONSTRATE ACCESSIBILITY ONLY.

NOT USED

14 N.T.S.

NOT USED

10 N.T.S.

(E) ELEVATOR CAB DESIGNATION FOR REFERENCE ONLY

5 3" = 1'-0"

TYP (E) ACCESSIBLE PARKING FOR REFERENCE ONLY

1 1/4" = 1'-0"

A0.1

-1 07 - 3 1 R O F CA L I F O

(E) AC PAVING

EN .

(E) WHEELSTOP (TYP)

NO. C-32176

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

ACCESSIBILITY NOTE UNLESS INDICATED OTHERWISE THEREIN, ALL ACCESSIBILITY REQUIREMENTS IN THE PRIMARY PATH OF TRAVEL (P.O.T.) FROM ACCESSIBLE PARKING AND THE PUBLIC WAY TO THE PRIMARY ENTRANCE TO THE ALTERATION AREA SUBSTANTIALLY CONFORMS TO THE 2013 CALIFORNIA BUILDING CODE PER FIELD VERIFICATION BY THE ARCHITECT.

EXITING PLAN LEGEND SCOPE OF WORK AREA

AREA NOT WITHIN SCOPE OF WORK

EXIT PATH

ACCESSIBLE PATH OF TRAVEL

6 1

AREA

AREA (SQ.FT.)

LOAD

OCCUPANT LOAD

FACTOR

OCCUPANT LOAD FACTOR

# OCC

NUMBER OF OCCUPANTS EXITING THRU DOOR OPENING

*.02

REQUIRED EXIT WIDTH (INCHES) 32" MIN.

WIDTH

PROVIDED EXIT WIDTH (INCHES)

PANIC

PANIC EXIT HARDWARE PROVIDED

TOTAL AREA CUMULATIVE OCCUPANT LOAD PER SUITE

# A

(E) ELEVATOR

B SUITE 130

SUITE 120

SUITE 115

SUITE 110

C REFERENCE 2ND FLOOR FOR CONTINUATION AND TRAVEL DISTANCE INFORMATION

(E) EXIT ACCESS STAIR

Agency Approval:

REFERENCE 2ND FLOOR FOR CONTINUATION AND TRAVEL DISTANCE INFORMATION

D Architect/Engineer of Record

SUITE 160

SUITE 150

A RCH S ED I EN A . DO T N N O

T EC E TJ

SUITE 140

(E) ELEVATOR -REF 3 A0.1

EN .

-1 07 - 3 1 R O F CA L I F O

NO. C-32176

Project Title:

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260 23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355 Revisions: 1 2 3 4 5

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

Project #: CA13500.90 Date:

12/30/15

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

Drawn:

Checked: JD

Sheet Title:

OVERALL GROUND FLOOR EXITING AND ACCESSIBILITY PLAN OVERALL EXITING GROUND FLOOR PLAN

1 1/8" = 1'-0"

A1.1

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

EXITING PLAN LEGEND SCOPE OF WORK AREA

AREA NOT WITHIN SCOPE OF WORK

EXIT PATH

ACCESSIBLE PATH OF TRAVEL

6 1

AREA

AREA (SQ.FT.)

LOAD

OCCUPANT LOAD

FACTOR

OCCUPANT LOAD FACTOR

# OCC

NUMBER OF OCCUPANTS EXITING THRU DOOR OPENING

*.02

REQUIRED EXIT WIDTH (INCHES) 32" MIN.

WIDTH

PROVIDED EXIT WIDTH (INCHES)

PANIC

PANIC EXIT HARDWARE PROVIDED

TOTAL AREA CUMULATIVE OCCUPANT LOAD PER SUITE

# A

SUITE 230

SUITE 220

SUITE 215

(E) DRINKING FOUNTAIN -REF 9 A0.1

SUITE 210 HD STORAGE

84 SF

150 SF EQUIPMENT ROOM

105 SF

100 SF

100

300

HALLWAY

100

RECEPTION

EXIT = 138' - 6"

TRAVEL DISTANCE TO

112 SF

116 SF

100

2 100

100

300

EXAM 2

100

112 SF 2

CLEAN 110 SF 1 300

67 SF

DIRECTOR OFFICE

2 100

ANTE ROOM STAFF RESTROOM

PATIENT RESTROOM

SOILED UTILITY

100

101 SF 2

INFUSION 7 111 SF

HALLWAY

INFUSION 8

EXIT = 233' - 10"

PROCEDURE 1

PROCEDURE 2

150 SF

159 SF

100

NO. C-32176

100

81 SF

INFUSION 1

INFUSION 6

80 SF

100

80 SF

118 SF

100

INFUSION 2

INFUSION 5

80 SF

A RCH S ED I EN A . DO T N N O

TRAVEL DISTANCE TO TRAVEL DISTANCE TO

Architect/Engineer of Record

100

SURGERY SCHEDULER

110 SF HALLWAY

SUPPLIES

ELEVATOR

EXIT = 273' - 4"

100

EXAM 6

SOILED 164 SF

INFUSION AREA

NURSE STATION

365 SF

185 SF

INFUSION 4

100

80 SF

CONFERENCE ROOM

100

416 SF

389 SF

INFUSION 3

80 SF

100

-1 07 - 3 1 R O F CA L I F O

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

MD WORKROOM

EN .

Project Title:

SUITE 260

300

EXAM 1

300

209 SF

EXAM 3

56 SF

EXAM 4

100

143 SF

143

73 SF

T EC E TJ

100

PATIENT RESTROOM

99 SF

SUITE 250

227 SF

300

EXAM 5

IT/IDF CLOSET

SUPPLY STORAGE

100

SUITE 240

130 SF

100

MECH. RM. JAN.

STAFF BREAK RM.

EXAM 7

565 SF

NON-HD STORAGE

RESEARCH OFFICE

138 SF

105 SF

80 SF

114 SF

67 SF

WAITING

OFFICE

HD MIXING

EQUIPMENT ROOM

CONSULT

Agency Approval:

300

NON-HD MIXING

STAIRS 2

STAIRS 1

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355

100

Revisions: 1 2 3 4 5

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

Project #: CA13500.90 Date:

12/30/15

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

Drawn:

Checked: JD

Sheet Title:

OVERALL SECOND FLOOR EXITING AND ACCESSIBILITY PLAN OVERALL EXITING SECOND FLOOR PLAN

1 1/8" = 1'-0"

A1.2

OCCUPANCY LOAD CALCULATIONS ROOM NUMBER

NAME

AREA

OCCUPANCY OCCUPANCY (CBC TABLE 1015.1)

Table 10-A Minimum Egress Requirements

SINGLE EXIT MAX OCCUPANT LOAD

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

EXITS REQUIRED 2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

201 CLEAN 202 SOILED 203 PROCEDURE 1 204 PROCEDURE 2 205 EXAM 6 206 EXAM 5 210 EQUIPMENT ROOM 211 RESEARCH OFFICE 212 EXAM 7 213 MA 214 MA 215 EXAM 4 216 EXAM 3 217 EXAM 2 218 EXAM 1 220 CONSULT 221 EQUIPMENT ROOM 222 OFFICE 223 RECEPTION 224 SURGERY SCHEDULER 225 MD WORKROOM 226 CONFERENCE ROOM 227 WAITING 229 DIRECTOR OFFICE 232 STAFF BREAK RM. 233 IT/IDF CLOSET 236 ANTE ROOM 237 NON-HD MIXING 238 HD MIXING 239 NURSE STATION 240 INFUSION 1 241 INFUSION 2 242 INFUSION 3 243 INFUSION 4 244 INFUSION 5 245 INFUSION 6 246 INFUSION 7 247 INFUSION 8 248 SUPPLIES 249 HD STORAGE 250 NON-HD STORAGE 251 INFUSION AREA Grand total

HVAC UNIT

GASKET

UNIT PERIMETER SUPPORT HOLD-DOWN & UNIT ATTACHMENT

UNIT FRAME WD NAILER ROOF CURB -REF MECH

CONT 18 GA GALV STL FLASHING

CURB ATTACHMENT -REF STRUCT CONC HOUSEKEEPING PAD -REF STRUCT

NEOPRENE WASHER AT STL FLASHING ATTACHMENT CANT STRIP CAP FLASHING BASE FLASHING

(E) CONC ROOF SLAB

110 SF 164 SF 150 SF 159 SF 110 SF 116 SF 130 SF 150 SF 105 SF 100 SF 100 SF 112 SF 112 SF 112 SF 112 SF 114 SF 105 SF 138 SF 227 SF 118 SF 416 SF 389 SF 565 SF 143 SF 209 SF 99 SF 101 SF 67 SF 80 SF 185 SF 80 SF 80 SF 80 SF 80 SF 80 SF 80 SF 111 SF 81 SF 67 SF 84 SF 73 SF 365 SF

1 Accessory storage areas, mechanical equipment room 1 Accessory storage areas, mechanical equipment room 9 Business area 9 Business area 9 Business area 9 Business area 1 Accessory storage areas, mechanical equipment room 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 1 Accessory storage areas, mechanical equipment room 9 Business area 9 Business area 9 Business area 9 Business area 7 Assembly without fixed seats, Unconcentrated (tables and chairs) 7 Assembly without fixed seats, Unconcentrated (tables and chairs) 9 Business area 7 Assembly without fixed seats, Unconcentrated (tables and chairs) 1 Accessory storage areas, mechanical equipment room 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 9 Business area 1 Accessory storage areas, mechanical equipment room 1 Accessory storage areas, mechanical equipment room 1 Accessory storage areas, mechanical equipment room 9 Business area

2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B 2B

49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49 49

300 300 100 100 100 100 300 100 100 100 100 100 100 100 100 100 300 100 100 100 100 15 15 100 15 300 100 100 100 100 100 100 100 100 100 100 100 100 300 300 300 100

1 1 2 2 2 2 1 2 2 2 1 2 2 2 2 2 1 2 3 2 5 26 38 2 14 1 2 1 1 2 1 1 1 1 1 1 2 1 1 1 1 4 144

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SLAB PENETRATION NOTE 1. CONTRACTOR SHALL X-RAY ROOF AND FLOOR SLABS TO LOCATE (E) REINFORCING. (E) REINFORCING SHALL NOT BE DISTURBED. 5

ROOFING AT RTU

OCCUPANCY LOAD CALCULATIONS

2 N.T.S.

3" = 1'-0"

Agency Approval:

Architect/Engineer of Record 15 A7.1

(E) ROOFING

(E) HVAC UNIT

A RCH S ED I EN A . DO T N N O

T EC E TJ

(E) DUCTWORK

-1 07 - 3 1 R O F CA L I F O

(E) CONC HOUSEKEEPING PAD

EN .

NO. C-32176

Project Title:

14 A7.1

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355 Revisions: 1 2 3 4 5

14 A7.1

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

Project #: CA13500.90 Date:

12/30/15

Drawn:

Checked: JD

Sheet Title:

ROOF PLAN & OVERALL EXITING 2ND FLOOR PLAN CALCULATIONS PARTIAL ROOF PLAN

1 3/32" = 1'-0"

A1.3

MARK

PROCURE

EQUIPMENT

ROOM

MANUFACTURER

SIZE (LxDxH)

MODEL

UTILITIES POWER

NOTES

PH / DATA

BIOSAFETY CABINET

OFOI

HD MIXING ROOM 238

BAKER COMPANY

STERILGARD SG303 CLASS II TYPE A2

35.625" x 30.625" x 61.75"

100 V AC, 20A, 50/60 Hz, NEMA 5-20R

N/A

INVENTORY MANAGEMENT

OFOI

HD STORAGE 249, NON-HD STORAGE 250

NUCLEUS INVENTORY

26.5" x 29.5" x 78"

120 V, 3A

YES

-80 FREEZER

OFOI

SOILED 202

THERMO SCIENTIFIC

ULT185-5-A

15.3" x 12" x 9.3"

115V, 60 Hz

N/A

120 V, 60 Hz

W/ FLEXAIRE EXHAUST CONNECTION & ALARMS, ADJ. BASE

CENTRIFUGE

OFOI

SOILED 202

THERMO SCIENTIFIC

SORVALL ST 8R

18.1" x 26.4" x 12.6"

REFRIGERATOR

OFOI

STAFF BREAK ROOM 232

WHIRLPOOL

WRT 511 5ZDM

32.75" x 32.5" x 65.5"

CLEAN BENCH

OFOI

NON-HD MIXING 237

BAKER COMPANY

EDGEGARD IV22

22" x 27" x 43"

115 V, 60 Hz, 1-PH

N/A

PHARMACY REFRIGERATOR

OFOI

HD STORAGE 249

PANASONIC

MPR-721R-PA

30.3" X 32.7" X 77"

115 V, 60 Hz, 1-PH, NEMA 5-15R

YES

UPS

OFOI

HD STORAGE 249, NON-HD STORAGE 250, SOILED 202 APC

SMART UPS RT 3000VA

5.1" X 26" X 17"

120 V, NEMA L5-30R

N/A

WORKSTATION ON WHEELS

OFOI

REF FLOOR PLAN

RUBBERMAID HEALTHCARE

M38

17" X 17" X VARIES

120 V, 60 Hz

YES

SCALE

OFOI

REF FLOOR PLAN

SCALETRONIX

5002

18" X 19.5" X52.5"

N/A

UNDERCOUNTER PHARMACY REFRIGERATOR

OFOI

HD STORAGE 249, NON-HD STORAGE 250

SANYO

SR-L6111W

23.6" X 22.5" X 34.5"

120 V, 60 Hz, NEMA 5-15 R

N/A

EXAM TABLE

OFOI

EXAM & PROCEDURE ROOMS

MIDMARK CORP

222-016-232, 002-0871-232 SHADOW

28.5" X 76" X 37"

115 V, 50/60 Hz

N/A

INFUSION CHAIR

OFOI

INFUSION 1 - 6

WINCO

6940-72

33.5" X 76.5" X 48.5"

120 V

N/A

BLANKET WARMER

OFOI

CONTINENTAL METAL PRODUCTS

NURSE STATION - 239 -

DSW 2AE-2-24

30" X 27" X 74"

N/A

110 V-127 V, 50/60 Hz, 15 A

YES

120 V, 60 Hz, 1-PH

PRINTER / FAX

OFOI

RECEPTION 223 & NURSE STATION 239

XEROX

7845

AUTOCLAVE

OFOI

CLEAN - 201

MIDMARK

M11-022

17.8" X 23.8" X 17.8"

115 V, 50/60 Hz, 15 A, 1-PH

N/A

ANALYZER

OFOI

CBC AREA

SYSMEX

XS-1000I

16.7" X 24.2" X 15.9"

TBD

YES

UNDERCOUNTER REFRIGERATOR

OFOI

NUTRIENT BAR

GME04GLHLB

19.625" X 21.25" X 33.875"

115 V, 20 A, 60 Hz

STRETCHER

OFOI

INFUSION 7

STRYKER

PRIME ELECTRIC 5TH WHEEL

86" X 38" X 34"

120 V

MICROWAVE

OFOI

STAFF BREAK ROOM 232

WHIRLPOOL

WMC30516AS

21.75" X 17.25" X 13"

120 V, 20 A, 60 Hz

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

OVERALL FLOOR PLAN LEGEND

PLUMBING FIXTURE CALCULATIONS

AREA NOT WITHIN SCOPE OF WORK

8,512 USABLE SQ.FT./200 OCC. LOAD = 42.56 = 43 OCCUPANTS 43 OCCUPANTS/2 (50% FOR MALE/50% FOR FEMALE) = 22 MALE/ 22 FEMALE

SCOPE OF WORK AREA TYPE OF BUILDING

FLOOR

OCCUPANT LOAD MALE

PUBLIC OR PROFESSIONAL OFFICE

2ND FLOOR

REQUIRED FIXTURES

FEMALE

MALE WC: UR: LAV:

BATHTUB/ SHOWERS

FEMALE

1:1-50 WC: 1:1-100 LAV: 1:1-75

TOTAL FIXTURES PROVIDED

1:1-15 1:1-50

N.R.

DRINKING FOUNTAIN 1:1-250

NOTES/ EXCEPTIONS

UNISEX WC: UR: LAV:

(N) PARTITION

3 0 3

(E) ITEM

REQUIRES COMPUTER MONITOR & KEYBOARD

PLUMBING FIXTURE CALCULATIONS

12" = 1'-0"

(E) PARTITION

(N) ITEM

EQUIPMENT SCHEDULE

DESCRIPTION

SYMBOL

PROPOSED CLINIC OCCUPANCY CATEGORY: GROUP 'B' OCCUPANCY = 200

2 12" = 1'-0"

SUITE 230

SUITE 220

SUITE 215

C SUITE 210

STAIRS 1

STAIRS 2

OFFICE

221

222

MECH. RM.

JAN.

STAFF BREAK RM. IT/IDF CLOSET

232

Architect/Engineer of Record

233

211

WAITING

HALLWAY

SUITE 240

NON-HD MIXING

227

219

ELEVATOR

212

DIRECTOR OFFICE

RECEPTION

236

PATIENT RESTROOM

SOILED UTILITY

NON-HD STORAGE

235

231

SUITE 250

230

NO. C-32176

248

249

ANTE ROOM

EN .

229

SUPPLIES

223

237

STAFF RESTROOM

HD STORAGE

A RCH S ED IT N E A . DO N N O

EXAM 7

238

214

213

HD MIXING

T EC E TJ

RESEARCH OFFICE

INFUSION 7

250

-1 07 - 3 1 R O F CA L I F O

246

EQUIPMENT ROOM

PATIENT RESTROOM

210

209

EXAM 5 206

EXAM 4 215

EXAM 3 216

Project Title: EXAM 2

EXAM 1

217

218

HALLWAY 234

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

INFUSION 8 247

SUPPLY STORAGE

208

HALLWAY

202

207

INFUSION 6

240

245

SUITE 260 INFUSION AREA

224

EXAM 6 SOILED

INFUSION 1

SURGERY SCHEDULER

INFUSION 2

INFUSION 5

241

CLEAN 201

PROCEDURE 1 203

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355

251

205

MD WORKROOM

CONFERENCE ROOM

225

226

Revisions:

244

1 2 3 4 5

NURSE STATION 239

PROCEDURE 2

INFUSION 3

INFUSION 4

242

243

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

204

F Project #: CA13500.90 Date:

12/30/15

Drawn:

Checked: JD

2 A3.2

REMODEL REMODEL FLOOR CEILING PLAN PLAN

SUITE 260

1 A3.2

SUITE 250

REMODEL REMODEL FLOOR CEILING PLAN PLAN

SUITE 250

2 A3.1

SUITE 240

Sheet Title: 1 A3.1

1 A3.3

OVERALL SECOND FLOOR PLAN

2 A3.3

REMODEL REMODEL FLOOR CEILING PLAN PLAN

OVERALL SECOND FLOOR PLAN

1 1/8" = 1'-0"

A2.1

220

EQUIPMENT ROOM

CONSULT

Agency Approval:

REMODEL CEILING NOTES 1

1. REFER TO SCHEDULE OF FINISHES FOR ADDITIONAL INFORMATION. 2. CEILING GRID SHALL BE CENTERED WITHIN THE ROOM, U.N.O. 3. ALL CEILINGS ARE 9' - 0" AFF U.N.O. 2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

CEILING PLAN LEGEND SYMBOL

DESCRIPTION

DETAIL

8' - 6"

TYP @ EA. 12.01 WINDOW

212

214

CURTAIN & TRACK (15/A7.2) ROLLER WINDOW SHADES (REF FINISH SCHEDULE) (16/A7.2)

SCOPE OF WORK AREA

HALLWAY 219

9' - 0"

1 / A7.2

24" x 48" ACOUSTICAL CEILING TILE

RESEARCH OFFICE

PROVIDE WORK / ITEM

213

SUITE 240

EXAM 7

NUMBER 10.03 12.01

AREA NOT WITHIN SCOPE OF WORK 5

KEYNOTE LEGEND

211

RECESSED DOWNLIGHT

PATIENT RESTROOM

EQUIPMENT ROOM

LIGHT FIXTURES PER ELEC

12 / A7.2

MECHANICAL DIFFUSERS PER MECH

10 / A7.2 11 / A7.2

209

EXIT SIGN

210

8' - 0"

EXAM 5

8' - 0"

206

EXAM 4

EXAM 3

EXAM 2

215

216

217

8' - 0"

SUPPLY STORAGE

SOILED

208

202

EXAM 6

205

HALLWAY

2 / A3.2

207

10.03

PROCEDURE 1

PROCEDURE 2

203

204

SUITE 250 - REFER TO

CLEAN 201

REMODEL CEILING PLAN - SUITE 240

KEY PLAN

2 3/16" = 1'-0"

REMODEL FLOOR PLAN NOTES 1

1. ALL WALLS ARE TO BE TYPE 1A UNLESS NOTED OTHERWISE. REFER TO WALL TYPES. 2. WALL SHALL TERMINATE AT (E) WINDOW MULLIONS AS INDICATED.

6' - 0"

REMODEL FLOOR PLAN LEGEND

6' - 2"

DESCRIPTION

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

11' - 8"

5' - 6"

3' - 6"

3' - 1"

206

EXAM 4

EXAM 3

EXAM 2

215

216

217

1 / A7.1

NO. C-32176

2 / A7.1

11 /A4.3

11' - 10"

208A

205

HALLWAY

202

207

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355

3 /A4.3

1 /A4.3

S 1A

PROCEDURE 1

PROCEDURE 2

203

204

Revisions: 1 2 3 4 5

SUITE 250 - REFER TO

1 / A3.2

202A

201

-1 07 - 3 1 R O F CA L I F O

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

10' - 0"

EXAM 6

EN .

Project Title:

SOILED

11' - 5"

GLUE 5/8" GYP BD TO (E) CONC COLUMN

205A

CLEAN

10' - 5"

SUPPLY STORAGE 208

6 /A4.3

5 /A4.3

204A

5' - 4"

4 /A4.3

203A

206A E

A RCH S ED I EN A . DO T N N O

EXAM 5

5' - 0"

2' - 4"

11' - 4"

210

DETAIL

SYMBOL

Architect/Engineer of Record

218A

217A

FEC

210A 8' - 2"

WALL TYPES

T EC E TJ

EQUIPMENT ROOM

13 / A7.4

FIRE EXTINGUISHER CABINET

216A

209

WALL TYPES

FEC

10 /A4.3 215A

209A

5' - 4"

211A

1 A4.1

4 A4.1

(N) PARTITION

HALLWAY 219

PATIENT RESTROOM

220A

SIM

13 /A4.3

(E) PARTITION

SUITE 240

214

212A

211

14 /A4.3

Agency Approval: SCOPE OF WORK AREA

212

DETAIL

AREA NOT WITHIN SCOPE OF WORK

6' - 10"

EXAM 7

RESEARCH OFFICE

12 /A4.3 SIM OPP HAND

12 /A4.3

9' - 6"

213

SIM

12 /A4.3

3A SIM 12 /A4.3 OPP HAND

219A

3' - 0"

SYMBOL

SUITE 240 AREA OF WORK

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

Project #: CA13500.90 Date:

15' - 5"

12/30/15

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

Drawn:

Checked: JD

Sheet Title:

REMODEL FLOOR & CEILING PLAN

REMODEL FLOOR PLAN - SUITE 240

1 3/16" = 1'-0"

A3.1

REMODEL CEILING NOTES

1. REFER TO SCHEDULE OF FINISHES FOR ADDITIONAL INFORMATION.

2. CEILING GRID SHALL BE CENTERED WITHIN THE ROOM, U.N.O. 3. ALL CEILINGS ARE 9' - 0" AFF U.N.O.

CONSULT

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

8' - 6"

220

EQUIPMENT ROOM 8' - 0"

221

MECH. RM.

CEILING PLAN LEGEND

JAN.

OFFICE

WAITING

222

227

SYMBOL

DESCRIPTION

KEYNOTE LEGEND

DETAIL NUMBER

05.01 10.01 10.02 12.01

AREA NOT WITHIN SCOPE OF WORK

SCOPE OF WORK AREA

PROVIDE WORK / ITEM PROVIDE BACKING FOR TV MOUNTING 5 OCCUPANT LOAD SIGN (3/A7.4) ASSISTIVE LISTENING SIGN (12/A7.4) ROLLER WINDOW SHADES (REF FINISH SCHEDULE) (16/A7.2)

HALLWAY 219

RECEPTION 223

1 / A7.2

24" x 48" ACOUSTICAL CEILING TILE

9' - 0"

RECESSED DOWNLIGHT 8' - 0" 9' - 0"

5 EXAM 2

EXAM 1

217

218

12 / A7.2

MECHANICAL DIFFUSERS PER MECH

10 / A7.2 11 / A7.2

EXIT SIGN

SUITE 250

LIGHT FIXTURES PER ELEC

E SURGERY SCHEDULER

CONFERENCE ROOM

224

226

2 / A3.3

2 / A3.1

TYP @ EA. 12.01 WINDOW

MD WORKROOM

SUITE 260 - REFER TO

SUITE 240 - REFER TO

225

REMODEL CEILING PLAN - SUITE 250

KEY PLAN

2 3/16" = 1'-0"

5 10' - 9"

7' - 11"

2' - 11"

REMODEL FLOOR PLAN NOTES

1. ALL WALLS ARE TO BE TYPE 1A UNLESS NOTED OTHERWISE. REFER TO WALL TYPES.

6' - 2 1/2"

2. WALL SHALL TERMINATE AT (E) WINDOW MULLIONS AS INDICATED.

EQUIPMENT ROOM

4' - 0"

JAN.

MECH. RM.

220

227A

CONSULT

REMODEL FLOOR PLAN LEGEND

3A OFFICE

221

DESCRIPTION

SYMBOL

222

SUITE 250 AREA OF WORK

DETAIL

05.01 AREA NOT WITHIN SCOPE OF WORK

Agency Approval:

2' - 11"

(N) PARTITION FEC

WALL TYPES

218

5' - 3"

13' - 2"

11 1/2"

05.01 226A

2 / A7.1

05.01

GLUE 5/8" GYP BD TO (E) CONC COLUMN

EN .

-1 07 - 3 1 R O F CA L I F O

Project Title:

SURGERY SCHEDULER

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

10' - 11"

224

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355

225

226

Revisions: 1 2 3 4 5

SUITE 260 - REFER TO

CONFERENCE ROOM

18 /A4.3

MD WORKROOM

1 / A3.3

17 /A4.3

7' - 3"

1 / A3.1 SUITE 240 - REFER TO

225A

NO. C-32176 R

10.01 10.02

5' - 0"

1 / A7.1

7' - 10"

234A 2A

E 11' - 5"

217

224A

EXAM 1

5 219B

A RCH S ED I EN A . DO T N N O

T EC E TJ

SUITE 250

DETAIL

SYMBOL

Architect/Engineer of Record

2A 5

EXAM 2

13 / A7.4

FIRE EXTINGUISHER CABINET

223

1 A4.2

RECEPTION

8' - 2"

FEC

218A

4' - 9 3/4"

WALL TYPES

219

(E) PARTITION

2A HALLWAY

217A

SCOPE OF WORK AREA

227

222A

221A

220A

WAITING

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

Project #: CA13500.90 Date:

12/30/15

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

Drawn:

Checked: JD

Sheet Title:

REMODEL FLOOR & CEILING PLAN

REMODEL FLOOR PLAN - SUITE 250

1 3/16" = 1'-0"

A3.2

REMODEL CEILING NOTES 7

1. REFER TO SCHEDULE OF FINISHES FOR ADDITIONAL INFORMATION. 2. CEILING GRID SHALL BE CENTERED WITHIN THE ROOM, U.N.O. 3. ALL CEILINGS ARE 9' - 0" AFF U.N.O.

SUITE 210

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

CEILING PLAN LEGEND

IT/IDF CLOSET

SYMBOL

DESCRIPTION

KEYNOTE LEGEND

DETAIL NUMBER

233

STAFF BREAK RM.

AREA NOT WITHIN SCOPE OF WORK

8' - 6"

05.01 06.04 10.03 12.01

232

10' - 0"

SCOPE OF WORK AREA

PROVIDE WORK / ITEM PROVIDE BACKING FOR TV MOUNTING GROMMET CURTAIN & TRACK (15/A7.2) ROLLER WINDOW SHADES (REF FINISH SCHEDULE) (16/A7.2)

HD MIXING 238

ELEVATOR

237

DIRECTOR OFFICE

SOILED UTILITY

8' - 0"

HD STORAGE 249

10' - 0"

8' - 0"

231

1 / A7.2

24" x 48" ACOUSTICAL CEILING TILE

NON-HD MIXING

ANTE ROOM

248

RECESSED DOWNLIGHT

8' - 0"

NON-HD 8' - 0" STORAGE

236

229

SUPPLIES

LIGHT FIXTURES PER ELEC

12 / A7.2

MECHANICAL DIFFUSERS PER MECH

10 / A7.2 11 / A7.2

250

STAFF RESTROOM

PATIENT RESTROOM

230

235

8' - 0" 10.03

INFUSION 7 246

EXIT SIGN

9' - 6" 9' - 6"

SUITE 260

INFUSION AREA 251

E 10.03

10.03 17 A7.2

INFUSION 1

INFUSION 6

240

245

10.03

2 / A3.2

9' - 6" INFUSION 2

8' - 6"

9' - 6"

241

INFUSION 5

244

SUITE 250 - REFER TO

A7.2 10.03

12.01 TYP @ EA. WINDOW

10.03

17 A7.2

INFUSION 3

NURSE STATION

INFUSION 4

239

243

242

REMODEL CEILING PLAN - SUITE 260

KEY PLAN

2 3/16" = 1'-0"

8 9' - 0"

4' - 6 1/2"

5' - 6"

8' - 2 1/2"

5' - 0"

3' - 6"

10 8' - 0"

1' - 7"

9' - 11"

REMODEL FLOOR PLAN NOTES

2' - 7 3/4"

5' - 2"

1. ALL WALLS ARE TO BE TYPE 1A UNLESS NOTED OTHERWISE. REFER TO WALL TYPES.

10' - 0"

STAFF BREAK RM.

8 /A4.1 HD MIXING

1' - 8" 2' - 4"

250A

NON-HD STORAGE

A7.1

250

WALL TYPES

7 /A4.3 INFUSION 7 246

SYMBOL

Architect/Engineer of Record

DETAIL

A RCH S ED I EN A . DO T N N O

1A 10' - 0"

1 / A7.1

NO. C-32176

246A TE

2 / A7.1

EN .

INFUSION 8

240

SUITE 260

245

Project Title:

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

244

241

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355

8' - 0"

INFUSION 5

Revisions:

2 A4.2

INFUSION 4 NURSE STATION 239

243

1 2 3 4 5

8' - 0"

R 3' - 0"

GLUE 5/8" GYP BD TO (E) CONC COLUMN

A7.1

INFUSION 2

242

251

9' - 0"

7' - 11 3/4" 8' - 0 1/4"

1 / A3.2 SUITE 250 - REFER TO

INFUSION AREA

INFUSION 6

8' - 0"

INFUSION 1

INFUSION 3

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

Project #: CA13500.90 5' - 0"

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

F 10' - 0"

-1 07 - 3 1 R O F CA L I F O

9 /A4.3

8' - 0"

19 /A4.3

247

SIM OPP HAND

17 /A4.2

7' - 6"

15 /A4.1

13 / A7.4

FIRE EXTINGUISHER CABINET

FEC

WALL TYPES

8' - 1"

234

2 A4.1

22 /A4.3

24 /A4.3

5' - 3 1/2"

2 A4.1

HALLWAY

SIM OPP HAND

16 /A4.2

(N) PARTITION

T EC E TJ

235A

06.04

248

235

248A

249A

249

5 /A4.1 PF

(E) PARTITION

SUPPLIES HD 17 /A4.2 STORAGE

7' - 4"

PATIENT RESTROOM

236A

25 /A4.1

231

FEC 5' - 3 1/2"

ANTE ROOM 236

10 /A4.1

237A

231A

229A

229

230A

8' - 6"

230

SOILED UTILITY

237

SCOPE OF WORK AREA L

NON-HD 3 /A4.1 MIXING

4' - 8 1/2"

STAFF RESTROOM

ELEVATOR

232A

Agency Approval:

5 1B

238A

W F

AREA NOT WITHIN SCOPE OF WORK

A 238

DETAIL

234B

21 /A4.3

11' - 7"

232

DIRECTOR OFFICE

DESCRIPTION

SYMBOL

8 /A4.3

233

3' - 0"

12' - 2"

REMODEL FLOOR PLAN LEGEND

05.01

IT/IDF CLOSET

SUITE 260 AREA OF WORK

20 /A4.3

233A

2. WALL SHALL TERMINATE AT (E) WINDOW MULLIONS AS INDICATED.

5' - 0"

10' - 0"

Date:

12/30/15

Drawn:

Checked: JD

Sheet Title:

REMODEL FLOOR & CEILING PLAN

REMODEL FLOOR PLAN - SUITE 260

1 3/16" = 1'-0"

A3.3

5 3' - 0" CDS 302 5

8 5

A7.3

PASS-THRU WINDOW REF4 A6.1 2' - 0"

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

06.02 H

22.05

27" MIN CLR

06.02

3' - 0" CDS 155

09.03

08.01

NUMBER

22.02

2' - 10"

08.01

7' - 4"

2' - 6"

F H

KEYNOTE LEGEND

06.02

34" MAX

06.02

09.03

1 A7.3

SOILED UTILITY 231

NOT USED

ANTE ROOM - ELEV C

N.T.S.

1/4" = 1'-0"

ANTE ROOM - ELEV B

1/4" = 1'-0"

10 1/4" = 1'-0"

1/4" = 1'-0"

5' - 0"

2' - 6" 2' - 6" CDS 302 CDS 302 (E) STOREFRONT

8 A7.3

3' - 10"

10.05 10.04

TYP EXAM ELEVATION - D

09.01 26.02

09.01

TYP EXAM ELEVATION - C

1/4" = 1'-0"

TYP EXAM ELEVATION - B

1/4" = 1'-0"

10.03

19 /A4.1

26.02

24 /A4.1 J

09.01

2' - 6" CDS 272

2' - 6" OPEN

4 A7.3

2 A7.3

TYP EXAM ELEVATION - A

1/4" = 1'-0"

1/4" = 1'-0" 2' - 6" 2' - 6" CDS 302 CDS 302 8 A7.3

1/4" = 1'-0" 5

3' - 0" CDS 302

8 A7.3

06.03

06.02

NOTE: PROVIDE LOCKS ON UPPER CABINETS - HD AND NON-HD MIXING ROOMS SHALL RECEIVE UNIQUE KEY

NOT USED

N.T.S.

NOT USED

N.T.S.

2' - 6"

SS1

06.03

2' - 10"

3' - 0" CDS 300

5' - 0" CDS 300

2' - 0"

SS1

2' - 10"

2' - 0"

2' - 6"

06.02

2' - 10"

7' - 4" 5

ENLARGED FLOOR PLAN - TYP EXAM

7' - 4"

26.02

14 /A4.1 9 /A4.1

09.01

3' - 2"

1' - 6"

2' - 6" 26.02

F 3' - 0" MIN

2' - 0"

26.02

06.03

2' - 10"

7' - 4"

2' - 0"

2' - 6"

10.03

26.01

2' - 10"

TYP

30"

26.02

5 FIBERGLASS REINFORCED PLASTIC PANEL (FRP) PROVIDE CABINET LOCK 5 PASS-THRU WINDOW 4" RESILIENT WALL BASE (REF FINISH SCHEDULE) 5 INTEGRAL COVE BASE (19/A7.1) CURTAIN & TRACK (15/A7.2) GLOVES BOX OFCI SHARPS BOX OFCI LAVATORY, COORDINATE WITH PLUMBING WATER CLOSET, COORDINATE WITH PLUMBING RECESSED, PULL-DOWN EYE WASH (REF PLUMBING) LIGHT SWITCH -REF ELEC POWER RECEPTACLE -REF ELEC 36" GRAB BAR (11/A7.4) 42" GRAB BAR (11/A7.4) WALL MIRROR (11/A7.4) PAPER TOWEL / TRASH RECEPTACLE (11/A7.4) SEAT COVER DISPENSER (11/A7.4) SOAP DISPENSER (11/A7.4) SANITIZER DISPENSER (11/A7.4) PAPER TOWEL DISPENSER (11/A7.4) TOILET PAPER DISPENSER (11/A7.4) FEMININE NAPKIN DISPOSAL (11/A7.4)

8 A7.3

10.03

ANTE ROOM - ELEV A

06.02 06.03 08.01 09.01 09.03 10.03 10.04 10.05 22.02 22.03 22.05 26.01 26.02 A B C D E F G H I J

PROVIDE WORK / ITEM

09.03

4 A7.3

NOTE: PROVIDE LOCKS ON UPPER CABINETS - HD AND NON-HD MIXING ROOMS SHALL RECEIVE UNIQUE KEY

HD MIXING ELEVATION

N.T.S.

09.03

4 A7.3

NON-HD MIXING ELEVATION

1/4" = 1'-0"

Agency Approval:

17" MIN 18" MAX

5 48" MIN

5 5

09.01

STAFF RESTROOM 231 ELEVATION - C

1/4" = 1'-0"

C LI

18"

4' - 0"

22.03

FOR RESTROOM SIGNAGE -REF 2 5 4 A7.4 A7.4 A7.4

09.01

STAFF RESTROOM 231 ELEVATION - B

1/4" = 1'-0"

STAFF RESTROOM 231 ELEVATION - D

NO. C-32176

STAFF RESTROOM 231 ELEVATION - A

1/4" = 1'-0"

7 1/4" = 1'-0"

EN .

4' - 0"

06.02

22.03 F

30" X 48" CLR

4' - 0"

22.02

A RCH S ED I EN A . DO T N N O

T EC E TJ

09.01

230

Architect/Engineer of Record

-1 07 - 3 1 R O F CA L I F O

Project Title:

ENLARGED FLOOR PLAN - STAFF RR 231 & PATIENT RR 233

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

2 1/4" = 1'-0"

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355 5

Revisions:

06.02

09.01

4' - 0"

22.02

22.03

PATIENT RESTROOM

60" MIN

06.02 A

209

17" MIN 18" MAX

22.02 J

09.01

PATIENT RESTROOM 209 ELEVATION - D

21 1/4" = 1'-0"

PATIENT RESTROOM 209 ELEVATION - C

16 1/4" = 1'-0"

PATIENT RESTROOM 209 ELEVATION - B

60" CLR DIA 21 /A4.1

Project #: CA13500.90

1/4" = 1'-0"

PATIENT RESTROOM 209 ELEVATION - A

6 1/4" = 1'-0"

12/30/15

Drawn:

Checked: JD

Sheet Title:

48" MIN

ENLARGED PLANS & INTERIOR ELEVATIONS

FOR RESTROOM SIGNAGE -REF 2 5 4 A7.4 A7.4 A7.4

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

11 /A4.1

Date: 09.01

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

30" x 48" CLR

16 /A4.1

06.02

6 /A4.1

06.02

18"

1 2 3 4 5

ENLARGED FLOOR PLAN PATIENT RR 209

1 1/4" = 1'-0"

A4.1

22 /A4.1

06.02

22.02

STAFF RESTROOM

06.02

60" CLR DIA

60" MIN

7 /A4.1

12 /A4.1 17 /A4.1

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

KEYNOTE LEGEND

PL2 NUMBER

NOT USED

N.T.S.

3' - 0" CDS 230

3' - 2" OPEN

3' - 0" CDS 230

A7.3

PL2

PL1

PL2

PL1

09.01

3' - 6"

42"

PL2

30"

42"

NOT USED

6' - 4" TYP

PL2

2' - 6"

09.01

PL2

6' - 4" TYP

PL1

06.02 06.04 09.01 F G H

PROVIDE WORK / ITEM FIBERGLASS REINFORCED PLASTIC PANEL (FRP) GROMMET 4" RESILIENT WALL BASE (REF FINISH SCHEDULE) SOAP DISPENSER (11/A7.4) SANITIZER DISPENSER (11/A7.4) PAPER TOWEL DISPENSER (11/A7.4)

09.01

A7.3

NURSE STATION 239 ELEVATION - D

N.T.S.

RECEPTION 223 ELEVATION - F

1/4" = 1'-0"

RECEPTION 223 ELEVATION - A

1/4" = 1'-0"

3 1/4" = 1'-0"

5 2' - 10" CDS 302 8 A7.3 PL1

PL2 5 11 /A4.2

2' - 6"

09.01

NOT USED

HD STORAGE 249

NURSE STATION 239 ELEVATION - C

1/4" = 1'-0"

N.T.S.

3' - 6" OPEN

1' - 6" CDS 230

3' - 6" OPEN

15 A7.3

13 A7.3

15 A7.3

A7.3

1/4" = 1'-0"

30" X 42" CLR

13 /A4.2

1/4" = 1'-0" R

3' - 0" 2' - 0" CDS 302 CDS 300

30" X 42" CLR

15 A7.3

13 A7.3

RECEPTION 223 ELEVATION - E

5 3' - 0" CDS 302

30" X 42" CLR

1' - 6" 2' - 1" CDS 230 OPEN

1' - 6" CDS 301

2' - 6" CDS 302

8 A7.3

12 /A4.2

09.01

10 /A4.2

2' - 7 3/4" OPEN WHERE OCCURS -REF PLAN

NURSE STATION 239

15 /A4.2

PL2

3' - 6"

PL2

3' - 6"

6' - 4" TYP

PL2

6' - 4" TYP

PL2

A7.3

14 /A4.2

SS1

2' - 3"

PL2

3' - 2"

7' - 5"

2' - 0"

06.02

30" X 42" CLR

09.01

NOT USED

3' - 0" CDS 155

3' - 0" OPEN

A7.3

2' - 6" PL2

7' - 4"

2' - 10"

6' - 4"

3' - 6"

06.04

2' - 10"

A7.3 7' - 4"

3' - 0"

2' - 0"

1' - 6"

ADJUSTABLE SHELVING

09.01 2' - 6" 2' - 6" CDS 222 CDS 222

2' - 0" CDS 211

4 A7.3

NOTE: PROVIDE LOCKS ON UPPER CABINETS

NURSE STATION 239 ELEVATION - B

CBC AREA ELEVATION

RECEPTION 223 ELEVATION - D

1/4" = 1'-0"

N.T.S.

4 A7.3

5 EQ

2' - 0" CDS 302

ENLARGED NURSE STATION PLAN

1/4" = 1'-0"

2 1/4" = 1'-0"

Agency Approval:

3' - 0" CDS 302

8 A7.3

NO. C-32176

NOT USED

A7.3

NURSE STATION 239 ELEVATION - F

NOTE: PROVIDE LOCKS ON UPPER CABINETS

NURSE STATION 239 ELEVATION - A

1/4" = 1'-0"

N.T.S.

06.04

RECEPTION 223 ELEVATION - C

1/4" = 1'-0"

1/4" = 1'-0" RECEPTION 223

5 /A4.2 30"X48" 30"X48" CLR 4 /A4.2 CLR

30"X48" CLR

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355 Revisions: 1 2 3 4 5

2' - 7"

2' - 6"

9 /A4.2

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

30"X48" CLR

2' - 7"

4' - 7"

2' - 6"

PL2

4' - 1" OPEN

1' - 6" CDS 230

15 A7.3

13 A7.3

19 N.T.S.

NURSE STATION 239 ELEVATION - E

1/4" = 1'-0"

RECEPTION 223 ELEVATION - G

9 1/4" = 1'-0"

12 A7.3

1' - 6" 2' - 8" 1' - 6" 2' - 7 3/4" CDS 230 OPEN CDS 230 OPEN 12 A7.3

15 A7.3

3 /A4.2

Project #: CA13500.90 Date:

12 A7.3

15 A7.3

Checked: JD

ENLARGED PLANS & INTERIOR ELEVATIONS

4' - 6 1/4" CDS 230 12 A7.3

RECEPTION 223 ELEVATION - B

12/30/15

Drawn:

Sheet Title:

PL2

09.01

2' - 3 3/4" 3' - 0" OPEN CDS 230

09.01

5 PL2

PL2

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

PL1

15 A7.3

NOT USED

PL2

3' - 6"

PL1

PL2

6' - 4" TYP

PL1

PL2

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

5' - 0" MIN PULL UP AREA

13' - 0"

3' - 6"

PL2

2' - 6"

PL2

6' - 4" TYP

PL2

2' - 7"

3' - 6"

6' - 4" TYP

3' - 3" PL1

4 1/4" = 1'-0"

ENLARGED RECEPTION PLAN

1 1/4" = 1'-0"

A4.2

-1 07 - 3 1 R O F CA L I F O

Project Title:

4 A7.3

8 /A4.2

A7.3

1 A7.3

3' - 0" CDS 222

13' - 0"

09.01

6 /A4.2

3' - 0" CDS 155

09.01

7 /A4.2

3' - 4" OPEN

2' - 7"

1' - 6" CDS 230

EN .

1' - 9"

06.04

4' - 10"

2' - 10"

PL2

7' - 4"

06.04 6' - 4" TYP

A RCH S ED I EN A . DO T N N O

A7.3

2' - 7"

3' - 6"

6' - 4" TYP

PL2

Architect/Engineer of Record

T EC E TJ

PL1

3' - 6"

PL2

3' - 0"

PL2

2' - 6"

1' - 6"

5 FILLER PANEL

6' - 4"

3' - 0" CDS 302

2' - 9" CDS 302

8 A7.3

EQ EQ EQ EQ EQ EQ

FILLER PANEL

3' - 0" CDS 302

3' - 0" CDS 301

2' - 8 1/4" CDS 302

8 A7.3

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

FILLER PANEL

STAFF BREAK ROOM 230 ELEVATION - A

N.T.S.

NOT USED

3' - 0" CDS 155

2' - 9" CDS 222

1 A7.3

4 A7.3

A7.3

7' - 4"

2' - 0"

PROVIDE CABINET LOCK GROMMET 4" RESILIENT WALL BASE (REF FINISH SCHEDULE) INTEGRAL COVE BASE (19/A7.1) 5 GLOVES BOX OFCI SHARPS BOX OFCI EYE WASH (REF PLUMBING) SOAP DISPENSER (11/A7.4) SANITIZER DISPENSER (11/A7.4) PAPER TOWEL DISPENSER (11/A7.4)

1' - 6" 3' - 0" 1' - 6" FILLER PANEL CDS 211 CDS 222 CDS 211

9 A7.3

HALLWAY 219 ELEVATION - A

PROVIDE WORK / ITEM

4 A7.3

SOIL 202 ELEVATION - B

1/4" = 1'-0"

2' - 0" 3' - 0" CDS 302 CDS 302 8

I 1' - 6" OPEN

SS1 E

N.T.S.

1/4" = 1'-0"

06.03 06.04 09.01 09.03 10.04 10.05 22.04 F G H

7' - 4"

2' - 6"

1' - 6"

06.03

2' - 10 1/4"1' - 11 3/4" 2' - 6"

PL2

09.01

NOT USED

2' - 10"

PL1

06.04

2' - 0"

PL2

F 7' - 0"

1' - 8" 1' - 8" 1' - 8"

NUMBER

2' - 6" 2' - 6" CDS 302 CDS 302

FILLER PANEL

8 A7.3

(E) STOREFRONT

FILLER PANEL

EQ (E) STOREFRONT

8 A7.3

A7.1

2' - 6"

7' - 2"

4 A7.3

PL2

A7.3

INFUSION ELEVATION - TYP

1/4" = 1'-0"

14 1/4" = 1'-0"

1 A7.3

SS1

1' - 7 1/4" OPEN

A7.3

8 A7.3

3' - 7" CDS 302

8 A7.3

06.03

INFUSION 7 - GLASS ELEVATION A

4 A7.3

CLEAN 201 ELEVATION - C

1/4" = 1'-0"

A7.3

PL2

06.03 10.05

PL1

10.04

2' - 10"

1 A7.3

3' - 3" 1' - 5" FILLER PANEL CDS 222 CDS 211

3 1/4" = 1'-0"

Agency Approval:

2' - 0"

3' - 3" CDS 155

ANOD AL FRAMING W/ CLEAR LAMINATED GLAZING

1/4" = 1'-0"

2' - 6"

2' - 6" 2' - 0"

3' - 7" CDS 302

FILLER PANEL

TYP

H PL2

Architect/Engineer of Record

NO. C-32176

NOTE: PROVIDE LOCKS ON UPPER CABINETS

CLEAN LINEN AREA ELEVATION

3' - 7" CDS 222

4 A7.3

MD WORKROOM 225 ELEVATION - A

2' - 9" CDS 300

8 A7.3

MA 213 ELEVATION - A

1/4" = 1'-0"

3' - 0" CDS 302

2' - 5 1/4" CDS 302

1' - 2 1/2" CDS 301

8 A7.3

1 A7.3

2' - 6" CDS 222

09.03

4 A7.3

21 1/4" = 1'-0"

NOT USED

16 N.T.S.

NOT USED

1' - 1 3/4" CDS 301

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355 Revisions:

(E) STOREFRONT

8 A7.3

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

N.T.S.

1/4" = 1'-0"

1 2 3 4 5

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

06.03

3' - 0" CDS 155

2' - 5 1/4" CDS 222

1' - 2 1/2" CDS 211

1 A7.3

4 A7.3

HALLWAY 207 ELEVATION - B

SS1

22.04 G SS1

1' - 2 1/4" CDS 211

3' - 0" CDS 155 4 A7.3

11 1/4" = 1'-0"

1 A7.3

1' - 1 3/4" CDS 211

FILLER PANEL

4 A7.3

SOIL 202 ELEVATION - C

1' - 6" 3' - 6" CDS 211 CDS 222

6 1/4" = 1'-0"

4 A7.3

3' - 6" CDS 222

Project #: CA13500.90 Date:

1 1/4" = 1'-0"

Checked: JD

INTERIOR ELEVATIONS

4 A7.3

CLEAN 201 ELEVATION - A

12/30/15

Drawn:

Sheet Title:

FILLER PANEL

-1 07 - 3 1 R O F CA L I F O

Project Title:

STAFF BREAK ROOM 230 ELEVATION - B

A7.3

INFUSION 7 ELEVATION

8 A7.3

2' - 10" 3' - 0" CDS 155

A7.3

2' - 2 1/4" 3' - 0" CDS 302 CDS 302

F H

1' - 6"

1/4" = 1'-0"

ADJUSTABLE SHELF

2' - 6" 2' - 6" CDS 155 CDS 272

13 A7.3

2' - 0"

2' - 9" CDS 302

9 A7.3

2' - 10"

7' - 4"

2' - 6"

1/4" = 1'-0"

09.01

09.03

2' - 10"

1 A7.3

3' - 7" CDS 222

2' - 10 1/4"

4 A7.3

3' - 7" CDS 222

3' - 0" CDS 155

EN .

1' - 4" CDS 211

3' - 0" 1' - 6" FILLER PANEL OPEN CDS 230

A RCH S ED I EN A . DO T N N O

T EC E TJ

7' - 4"

3' - 7" CDS 302

2' - 2" OPEN

1/4" = 1'-0"

3' - 6"

1' - 7 1/2" CDS 100

MA 213 ELEVATION - B

7' - 4"

CONFERENCE ROOM 226 ELEVATION - A

1' - 6"

3' - 0" CDS 302

7' - 6" CDS 230 5 A7.3

N.T.S. 1' - 4" CDS 301

8 A7.3

A4.3

4 A7.3

8 A7.3

2' - 7"

4 A7.3

8 A7.3

1' - 6"

2' - 0"

3' - 0" CDS 155

3' - 0" CDS 302

7' - 4"

2' - 7" CDS 222

3' - 3" CDS 302

A7.1

2' - 7"

NOT USED

1' - 3" CDS 211

3' - 3" CDS 302

2' - 10"

7' - 4"

FILLER PANEL

4' - 0"

2' - 0" 2' - 6 1/4"

8 A7.3

3' - 7 1/4"

2' - 10"

8 A7.3

7' - 2"

8 A7.3

3' - 7 1/4"

1/4" = 1'-0"

1' - 6"

3' - 0" CDS 302

2' - 6"

2' - 7" CDS 302

SOIL 202 ELEVATION - A

1/4" = 1'-0" 11' - 7"

1' - 3" CDS 301

INFUSION 7 - GLASS ELEVATION B

1/4" = 1'-0"

HALLWAY 219 ELEVATION - B

9 A7.3

4 A7.3

NUTRIENT BAR ELEVATION

09.01

ANOD AL FRAMING W/ CLEAR LAMINATED GLAZING

7 A7.3

2' - 7" 2' - 7" CDS 222 CDS 222

09.03

FILLER PANEL

09.03

2' - 6" 2' - 6" CDS 222 CDS 222

FILLER PANEL

7' - 4"

7' - 0" CDS 110

2' - 6"

PL1

2' - 0"

3' - 0" CDS 155

PL2

SS1

2' - 10"

2' - 0" OPEN

06.03

PL1

2' - 0"

2' - 6"

2' - 10"

1' - 8"

06.04

3' - 2"

7' - 4"

2' - 6"

MANUFACTURER: WILSONART CONTRACT TYPE: HW 107 COLOR: CASUAL LINEN 4944 - 38 INSTALLATION: COUNTERTOPS

SV1

MANUFACTURER: ARMSTRONG INTEGRAL COVE STYLE: MEDINTONE COLOR: H8300 COOL WHITE HEIGHT: 6" HEATWELD: W0738 GRAY SMOKE SOLID WELD FIRE CLASS: CLASS 1 SMOKE EVOLUTION: 450 OR LESS VOC: CA 01350 COMPLIANT

MANUFACTURER: MAHARAM STYLE: BEAD COLOR: 006 CAFÃ&#x2030; TRACK DIM: REF FLOOR PLAN FIRE CLASS/TEST: ASTM E 84 FLAME SPREAD: 5 SMOKE DENSITY: 50 VOC: CERTIFIED LOW EMISSION

MANUFACTURER: BURKE TYPE: STRAIGHT RUBBER BASE, TS COLOR: 674 CARMINE GRAY HEIGHT: 4" NOTE: TYP AT CARPET FLOORING LOCATIONS, U.N.O. FIRE CLASS: N/A FLAME SPREAD: N/A SMOKE DENSITY: N/A VOC: CERTIFIED LOW EMISSIONS

MANUFACTURER: WILSONART CONTRACT TYPE: HW 107 COLOR: MONTICELLO MAPLE 7925 - 38 INSTALLATION: COUNTERTOPS 5

RESILIENT SHEET FLOORING

MANUFACTURER: BURKE TYPE: COVED RUBBER BASE, TS COLOR: 674 CARMINE GRAY HEIGHT: 4" NOTE: TYPICAL AT RESILIENT FLOORING LOCATIONS, U.N.O. FIRE CLASS: N/A FLAME SPREAD: N/A SMOKE DENSITY: N/A VOC: CERTIFIED LOW EMISSIONS

WALL PROTECTION

MANUFACTURER: ARMSTRONG STYLE: MEDINTONE COLOR: H8300 COOL WHITE HEATWELD: WO738 GRAY SMOKE SOLID WELD FIRE CLASS: CLASS 1 SMOKE EVOLUTION: 450 OR LESS VOC: CA 01350 COMPLIANT

WP1

MANUFACTURER: CONSTRUCTION SPECIALTIES (C/S) MODEL: ACROVYN 4000 MODEL #: SM-20N TYPE: PVC FREE SURFACE-MOUNTED CORNER GUARD COLOR: 920 ALMOND COLOR #: 933 WIDTH: 3" FINISH: PEBLETTE HEIGHT: PARTIAL (48" MIN A.F.F.)

ROLLER WINDOW SHADES WS1

MANUFACTURER: MECHOSHADE STYLE: THERMOVEIL 1500 SERIES OPENESS: 3% COLORS: TO BE SELECTED FROM MANUFACTURER'S STANDARD RANGE OF COLORS LOCATION: ALL NON-EXAM AND NON-PROCEDURE RMS 5

MANUFACTURER: MECHOSHADE STYLE: MIDNITE BLACKOUT 0200 SERIES OPENESS: 0% COLORS: TO BE SELECTED FROM MANUFACTURER'S STANDARD RANGE OF COLORS LOCATION: ALL EXAM AND PROCEDURE RMS

SOLID SURFACING SS1

FIBERGLASS REINFORCED PANEL

MANUFACTURER: WILSONART CONTRACT COLOR: COCONUT OIL 9100 GS PRODUCT TYPE: 051, 1/2" THICK

TRANSITION

MANUFACTURER: MARLITE COLOR: GENOA 5413 - G1212 INSTALLATION: RESTROOM WALLS UP TO 48" A.F.F. (TYP)

MANUFACTURER: BURKE TYPE: CARPET TO RESILIENT FLOOR TRANSITION COLOR: TBD FROM MFR'S STD COLORS

FINISH MATERIALS

N.T.S.

INITIAL INSERTION POINT GENERAL PATTERN NOTES 1. ALL EXAM ROOMS/PROCEDURE ROOMS TYPICAL FLOOR PATTERN. 2. INITIAL INSERTION POINT AT OUTSIDE CORNER OF DOOR FRAME, CLOSEST TO WALL (REGARDLESS OF DOOR SWING) 5

3. TILE PATTERN/COLOR SPREAD INTO ROOM. 4. TILE PATTERN/COLOR SPEAD TO CONTINUE TO OPPOSITE WALL REGARDLESS OF ROOM SIZE.

VCT1 VCT1 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1 VCT1 VCT1 C1 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1 VCT1 C1 C1 C1 C1 C1 C1 C1 VCT1 VCT1 VCT1 VCT1 VCT1,2,3 VCT1 SV1 SV1 SV1 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1,2,3 VCT1 SV1 SV1 VCT1,2,3

CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 B1 CB1 B1,CB1 B1,CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB2 CB2 CB2 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB2 CB2 CB1

CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 -

P1 P1 P1 P2 P2 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 P1 P1 P2 P1 P1 P1 P1 P2 P1 P1 P1 P1 P1 P1 P1 P1 P1

EG EG EG EG EG EG EG EG FRP1,GB EG EG EG 5 EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG FRP1,GB FRP2 EG EG EG FRP1,GB FRP2 FRP2 FRP2 EG EG EG EG EG EG EG EG EG EG FRP2 FRP2 EG

EG EG EG EG EG EG EG EG FRP1,GB EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG FRP1, GB FRP2 EG EG EG FRP1, GB FRP2 FRP2 FRP2 EG EG EG EG EG EG EG EG EG EG FRP2 FRP2 EG

P1 P1 P1 P1 P2 P1 P2 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 P1 P1 P1 P1 P1 P1 P1 P1 P1

EG EG EG EG EG EG EG EG FRP1,GB EG EG EG EG EG EG EG EG EG 5 EG EG EG EG EG EG EG EG EG EG FRP1,GB FRP2 EG EG 5 EG FRP1,GB FRP2 FRP2 FRP2 EG EG EG EG EG EG EG EG EG EG FRP2 FRP2 EG

P1 P1 P1 P1 P1 P1 P2 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 P1

P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1

P1 P1 P2 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1

P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 P1 P1

FINISH

P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 P1 P2 P1 P1 P1 P1 P1 P1 P1

MATERIAL

WEST

EG EG EG EG EG EG EG EG FRP1,GB EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG 5 EG FRP1,GB FRP2 EG EG EG FRP1,GB FRP2 FRP2 FRP2 EG EG EG EG EG EG EG EG 5 EG EG FRP2 FRP2 EG

ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 GB ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1,GB ACT1 ACT1 ACT1 ACT1 ACT1 GB ACT1 ACT1 ACT1 ACT1 GB ACT2 ACT2 ACT2 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT1 ACT2 ACT2 ACT1

COLOR

PL2

WALL BASE

CLEAN SOILED PROCEDURE 1 PROCEDURE 2 EXAM 6 EXAM 5 HALLWAY SUPPLY STORAGE PATIENT RESTROOM EQUIPMENT ROOM RESEARCH OFFICE EXAM 7 MA MA EXAM 4 EXAM 3 EXAM 2 EXAM 1 HALLWAY CONSULT EQUIPMENT ROOM OFFICE RECEPTION SURGERY SCHEDULER MD WORKROOM CONFERENCE ROOM WAITING DIRECTOR OFFICE STAFF RESTROOM SOILED UTILITY STAFF BREAK RM. IT/IDF CLOSET HALLWAY PATIENT RESTROOM ANTE ROOM NON-HD MIXING HD MIXING NURSE STATION INFUSION 1 INFUSION 2 INFUSION 3 INFUSION 4 INFUSION 5 INFUSION 6 INFUSION 7 INFUSION 8 SUPPLIES HD STORAGE NON-HD STORAGE INFUSION AREA

SOUTH

FINISH

PL1

PRIVACY CURTAIN

FF FF FF FF FF FF FF FF EG FF FF FF FF FF FF FF FF FF FF FF FF FF EG FF FF FF FF FF EG FF FF FF FF EG FF

P1 P1 P1 P1 -

FF FF FF FF FF FF FF FF FF FF FF FF FF FF

BCCBCTFF PACTFRP-

STRAIGHT WALL BASE SVCARPET EG COVE BASE FT CERAMIC TILE GB FACTORY FINISH QTPAINT SG ACOUSTICAL CEILING TILE VCTFIBERGLASS REINFORCED 5 PANEL

ROOM FINISH SCHEDULE 6

1/4" = 1'-0"

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

FINISH SCHEDULE REMARKS 1. REFER TO FINISH PLAN FOR FLOORING LOCATION & PATTERNS. 2. REFER TO INTERIOR ELEVATIONS & FINISH PLAN FOR ACCENT PAINT LOCATION. 3. ALL PAINT SHALL BE

U.N.O

4. ALL CASEWORK COUNTERTOPS SHALL BE 5. ALL CASEWORK FACES SHALL BE 6. ALL WINDOWS SHALL RECEIVE

PL2

WS1

PL1

U.N.O

U.N.O. IN FINISH MATERIALS NOTES

GENERAL FINISH NOTES 1. ALL WALL, CEILING AND FLOOR FINISHES SHALL COMPLY WITH 2013 CBC SECTION 803, 804 AND 805. 2. ALL FINISH MATERIALS SHALL COMPLY WITH VOC LIMITS SET FORTH IN THE CALIFORNIA GREEN BUILDING STANDARD SECTION 5.504.4.1 THROUGH 5.504.4.4. 3. REFER TO SCHEDULE OF FINISHES FOR FINISH/PRODUCT INFORMATION. 4. CARDINAL DIRECTION (E.G. NORTH, EAST, SOUTH, WEST) REFERS TO PLAN DIRECTION, NOT TRUE CARDINAL DIRECTION. 5. REFER TO SPECIFICATION FOR ADDITIONAL INSTALLATION METHODS AND REQUIREMENTS. 6. INTERIOR PAINT LOCATIONS TO BE SITE VERIFIED BY ARCHITECT PRIOR TO PAINTING. 7. ACCENT PAINTS LOCATED ON PLAN ARE SUBJECT TO CHANGE PENDING OWNER APPROVAL. 8. REFER TO DOOR SCHEDULE FOR FLOORING TRANSITIONS AT DOOR. ALL OTHERS, REFER TO SPEC. SECTION 096513. 9. CONTRACTOR TO TEST EXISTING SLAB CONDITION FOR MOISTURE. PROVIDE MOISTURE MITIGATION TO ACCEPTABLE LEVELS AS REQUIRED BY FLOORING MANUFACTURES. REFER TO SCHEDULE OF FINISHES AND SPECIFICATIONS. 10. CONTRACTOR SHALL PATCH AND REPAIR FINISHES IN PUBLIC CORRIDOR AS A RESULT OF NEW WORK. 11. PROVIDE WALL PROTECTION THROUGHOUT SUITE PER FINISH MATERIALS HEREIN.

MATERIALS LEGEND ACT#

ACOUSTICAL CEILING TILE

STRAIGHT WALL BASE

CARPET

CB#

COVE BASE

CC#

PRIVACY CURTAIN

FRP#

FIBERGLASS REINFORCED PANEL

PAINT

PL#

PLASTIC LAMINATE

WS#

ROLLER WINDOW SHADES

SV#

RESILIENT SHEET FLOORING

TRANSITION

VCT#

VINYL COMPOSITION TILE

WP#

WALL PROTECTION

2 N.T.S.

RESILIENT SHEET FLOORING EGGSHELL PAINT FINISH FLAT PAINT FINISH GYPSUM BOARD CERAMIC FLOOR TILE SEMI GLOSS VYNIL COMPOSITION TILE

NOTE: NOT ALL ABBREVIATIONS ARE USED.

TYP EXAM RM / PROCEDURE RM FLOOR FINISH PLAN

FINISH PLAN LEGEND

Agency Approval:

SCOPE OF WORK AREA

C1 - CARPET

SV1 - RESILIENT SHEET FLOORING

Architect/Engineer of Record

OFFICE

RECEPTION

220

221

222

223

IT/IDF CLOSET

STAFF BREAK RM.

227

233

232

NO. C-32176

STAIRS 2

212

213

214

MECH. RM. JAN.

PATIENT RESTROOM

NON-HD MIXING

235

237

D WP1

236

SUITE 240

211

WP1

219

WP1

Project Title:

WP1

HD STORAGE 249 P2

SUITE 250

WP1

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

SUPPLIES 248

NON-HD STORAGE

EQUIPMENT ROOM

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355

250

210

PATIENT RESTROOM

WP1

HALLWAY

WP1

234

WP1

WP1 x2

INFUSION 7 246

INFUSION 8

209

SUPPLY STORAGE

WP1 HALLWAY

208

WP1 EXAM 4

EXAM 3

EXAM 2

EXAM 1

215

216

217

218

DIRECTOR STAFF OFFICE RESTROOM 229

230

INFUSION 1

231

240

INFUSION AREA

207

SOILED

202

1 2 3 4 5

INFUSION 6 245

251

SUITE 260

EXAM 5

EXAM 6 205

CLEAN PROCEDURE 2 204

SURGERY SCHEDULER

3 A5.1

INFUSION 2

WP1

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

244

241

224

CONFERENCE ROOM

MD WORKROOM

226

TYP

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

INFUSION 5

206

201

Revisions:

247

WP1

SOILED UTILITY

-1 07 - 3 1 R O F CA L I F O

238

ELEVATOR

WP1

HALLWAY

EN .

ANTE ROOM HD MIXING 5

RESEARCH OFFICE

EXAM 7

VCT3 - VINYL COMPOSITION TILE

WAITING

INFUSION 4 243

225

Project #: CA13500.90

F INFUSION 3

NURSE STATION

242

239

Date:

12/30/15

Drawn:

Checked: JD

Sheet Title:

FINISH FLOOR PLAN & INTERIOR FINISHES

PROCEDURE 1 203

FINISH FLOOR PLAN

1 3/32" = 1'-0"

A5.1

EQUIPMENT ROOM

CONSULT

STAIRS 1

VCT2 - VINYL COMPOSITION TILE

A RCH S ED I EN A . DO T N N O

T EC E TJ

VCT1 - VINYL COMPOSITION TILE

FRP1

201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251

PLASTIC LAMINATE BROADLOOM CARPET MANUFACTURER: SHAW STYLE: TIMBER COLOR: IROKO SIZE: BROADLOOM NOTE: INSTALL QUARTER TURN FIRE CLASS: CLASS I SMOKE DENSITY: ASTM E 662 LESS THAN 450 VOC: CA 01350 COMPLIANT

WS2

CC1

MANUFACTURER: MANNINGTON STYLE: ESSENTIALS COLOR: FLAX 143 SIZE: 12" X 12" INSTALLATION: ACCENT

NAME

EAST

COLOR

VCT3

MANUFACTURER: SHERWIN WILLIAMS COLOR: COLLONADE GRAY SW 7641 FINISH: EGGSHELL INSTALLATION: ACCENT WALL

NUMBER

NORTH

CEILING

FINISH

MANUFACTURER: SHERWIN WILLIAMS COLOR: GREEK VILLA SN 7551 FINISH: EGGSHELL INSTALLATION: MAIN WALL PAINT

WALLS

COLOR

MANUFACTURER: MANNINGTON STYLE: ESSENTIALS COLOR: ALMONDINE 33 SIZE: 12" X 12" INSTALLATION: ACCENT

BASE

FINISH

VCT2

FLOOR

COLOR

CB2

MANUFACTURER: MANNINGTON STYLE: ESSENTIALS COLOR: COOL WHITE 141 SIZE: 12" X 12" INSTALLATION: FIELD COLOR

FINISH

PAINT

COVE BASE CB1

VCT1

COLOR

MANUFACTURER: MARLITE TYPE: STANDARD FRP, SMOOTH SURFACE COLOR: S/2/S WHITE INSTALLATION: FULL-HEIGHT OF WALLS

MANUFACTURER: UNITED STATES GYPSUM (USG) STYLE: CLEAN ROOM CLASS 100 PANELS (UNPERFORATED) COLOR: WHITE EDGE: SQUARE TEXTURE: FINE SUSPENSION SYSTEM: DONN BRAND CE, HEAVY DUTY

CARPET C1

FRP2

PRIVACY CURTAIN

ACT2

MANUFACTURER: UNITED STATES GYPSUM (USG) STYLE: MARS CLIMA PLUS COLOR: FLAT WHITE EDGE: SQUARE TEXTURE: FINE SUSPENSION SYSTEM: DONN DX / DXL, HEAVY DUTY

MATERIAL/COLOR

ACT1

FINISH ABBREVIATIONS

ROOM FINISH SCHEDULE

VINYL COMPOSITION TILE

MATERIAL/COLOR

ACOUSTICAL CEILING TILE

DOOR ABBREVIATIONS DOOR SCHEDULE

MATERIAL

FINISH

MATERIAL

FINISH

PANIC HARDWARE

TYPE

HARDWARE GROUP

GLAZING TYPE

HEAD

JAMB

REMARKS

THRESHOLD

GLAZING TYPES

FINISHES

CLEAR LAMINATED GLASS

NR NR NR NR NR NR

SCWD SCWD SCWD SCWD SCWD SCWD

PL PL PL PL PL PL

2 1 1 1 1 3

SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD (E) SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD SCWD (E) SCWD SCWD SCWD SCWD SCWD SCWD SCWD AL SCWD SCWD SCWD

PL PL PL PL PL PL PL PL (E) FF PL PL PL PL PL PL PL FF PL PL PL PL (E) FF PL FF PL PL PL PL ANOD PL PL PL

1 1 2 1 1 1 1 1 (E) 2 1 1 2 2 1 2 1 2 1 1 1 (E) 2 1 1 1 1 1 4 1 2 2

NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR

HM HM HM HM HM HM HM HM AL HM HM HM HM HM HM HM AL HM HM HM HM (E) AL HM AL HM HM HM HM AL HM HM HM

PT PT PT PT PT PT PT PT ANOD PT PT PT PT PT PT PT ANOD PT PT PT PT (E) ANOD PT ANOD PT PT PT PT ANOD PT PT PT

No No No No No No

2 1 1 1 1 3

CL -

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

4 7 8 1 1 1 1 1 10 9 1 7 8 8 8 2 10 8 4 4 2 10 9 10 2 5 2 2

CL (E) CL CL CL CL CL CL CL

5 5

1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 -

1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 SIM 1/A6.1 SIM 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 SIM 1/A6.1 SIM 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 (E) (E) 1/A6.1 1/A6.1 1/A6.1 SIM 1/A6.1 SIM 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1 1/A6.1

2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 - 5 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 1/A6.1 SIM 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 1/A6.1 SIM 2/A6.1 2/A6.1 2/A6.1 2/A6.1 (E) 2/A6.1 1/A6.1 SIM 2/A6.1 2/A6.1 1/A6.1 1/A6.1 1/A6.1 2/A6.1 2/A6.1

1 1 1 1 1 1

5 LBS 5 LBS 15 LBS

6. GLAZING IN FIRE RATED DOOR TO HAVE U.L. APPROVED ASSEMBLIES. 7. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INTERIOR WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (CBC SECTION 1008). 2 8. ROOM IDENTIFICATION SIGNAGE PLACEMENT, REF A7.4

DOOR REMARKS REMARK

ROOM IDENTIFICATION SIGNAGE

7 A7.4

EXIT ROUTE / EXIT

6 A7.4

UNISEX RESTROOM DOOR SIGNAGE

5 A7.4

PREPARE (E) DOOR AND FRAME FOR ACCESS CONTROL HARDWARE BY TENANT'S SECURITY VENDOR. REPLACE ONE (1) HINGE W/ HINGE NOTED IN DOOR HARDWARE GROUP 10. 5

PREPARE DOOR AND FRAME FOR ACCESS CONTROL HARDWARE BY TENANT'S SECURITY VENDOR.

652 626 626 626 GRY

IVES SCHLAGE SCHLAGE IVES IVES

DESCRIPTION

CATALOG NUMBER

FINISH

MFR

POCKET DOOR KIT POCKET DOOR LOCK MORTISE CYLINDER FSIC CORE

9850 9100ADAL-3ST 26-064 / X CAM WHERE REQ'D 23-030 EV C123 (0 BITTED)

AL 626 626 626

HAGER ACCURATE SCHLAGE SCHLAGE

DESCRIPTION

CATALOG NUMBER

FINISH

MFR

HINGE PRIVACY LOCK SURFACE CLOSER KICK PLATE MOP PLATE FLOOR STOP THRESHOLD SILENCER

5BB1 4.5 X 4.5 ND40S RHO 4041 DEL 8400 10" X 2" LDW B-CS 8400 4" X 1" LDW B-CS FS436 / FS438 AS REQ'D 546A MSLA-10 OR AS REQ'D SR64

652 626 689 630 630 626 AL GRY

IVES SCHLAGE LCN IVES IVES IVE ZERO INT'L IVES

DESCRIPTION

CATALOG NUMBER

FINISH

MFR

2 EA 1 EA 1 EA 1 EA 1 EA 1 EA 3 EA 1 EA 1 EA TYPE 6: QTY

HINGE ELECTRIC HINGE EU MORTISE LOCK FSIC CORE FLOOR STOP THRESHOLD SILENCER DOOR CONTACT POWER SUPPLY

5BB1 4.5 X 4.5 5BB1 4.5 X 4.5 TW8 L9092TEU 06A RX 23-030 EV C123 (0 BITTED) FS436 / FS438 AS REQ'D 546A MSLA-10 OR AS REQ'D SR64 7764 PS902

652 652 626 626 626 AL GRY 628 LGR

IVES IVES SCHLAGE SCHLAGE IVES ZERO IVES SCHLAGE SCHLAGE

DESCRIPTION

CATALOG NUMBER

FINISH

MFR

WIRE TRANSFER HINGE

4.5 X 4.5 PB81 ETW-4

652

PBB INC

626

SCHLAGE

SET EA EA EA

EA EA EA EA EA EA EA EA

DESCRIPTION

CATALOG NUMBER

FINISH

MFR

HINGE STOREROOM LOCK SURFACE CLOSER KICK PLATE FLOOR STOP SILENCER

5BB1 4.5 X 4.5 ND80JD RHO 4040XP 8400 10" X 2" FS436 SR64

652 626 689 630 626 GRY

IVES SCHLAGE LCN IVES IVES IVES

DESCRIPTION

CATALOG NUMBER

FINISH

MFR

HINGE ENTRANCE / OFFICE LOCK FSIC CORE FLOOR STOP SILENCER

5BB1 4.5 X 4.5 ND50JD RHO 23-030 EV C123 (0 BITTED) FS436 SR64

652 626 626 626 GRY

IVES SCHLAGE SCHLAGE IVES IVES

DESCRIPTION

CATALOG NUMBER

FINISH

MFR

HINGE ENTRANCE LOCK FSIC CORE FLOOR STOP SILENCER

5BB1 4.5 X 4.5 ND53JD RHO 23-030 EV C123 (0 BITTED) FS436 SR64

652 626 626 626 GRY

IVES SCHLAGE SCHLAGE IVES IVES

TYPE 10: QTY

DESCRIPTION

CATALOG NUMBER

FINISH

MFR

1 3 1 1 1

WIRE TRANSFER HINGE HINGE LOCKSET DOOR CLOSER FLOOR STOP

4.5 X 4.5 PB81 ETW-4 4.5 X 4.5 PBB81 L-9080 EU 06 8501 1211

652 652 626 689 626

PBB INC PBB INC SCHLAGE NORTON TRIMCO

EA EA EA EA EA EA

EA EA EA EA EA

TYPE 9: QTY 3 1 1 1 3

5" .

5BB1 4.5 X 4.5 ND70JD RHO 23-030 EV C123 (0 BITTED) FS436 SR64

3 1 1 1 3

2" GLAZING PER SCHED

HINGE CLASSROOM LOCK FSIC CORE FLOOR STOP SILENCER

EA EA EA EA EA

TYPE 8: QTY

2" VARIES 2" PER SCHED.

REF SCHED 5"

MFR

3 1 1 1 1 3

4 A7.4

CONTRACTOR MAY RE-USE (E) SUITE ENTRY DOOR AND FRAME TO BE DEMOLISHED UNDER DEMOLITION CONTRACT.

6"4"

FINISH

TYPE 7: QTY

REF SCHED

CATALOG NUMBER

1 EA LOCKSET L-9080 EU 06 * ALL OTHER (E) DOOR HARDWARE SHALL REMAIN

DETAIL

5 REF SCHED

DESCRIPTION

TYPE 5: QTY

FRAME TYPES

REF SCHED

IVES SCHLAGE IVES IVES

3 1 1 1 1 1 1 3

5. ALL RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING, AND BE SELF-CLOSING WITH POSITIVE LATCH, PER CBC SECTION 1008.1.8-1008.1.9.

DOOR TYPES

652 626 626 GRY

TYPE 4: QTY

4. "LABEL" SHALL MEAN "ASSEMBLY" AS DEFINED IN SECTION 715.4.5-4.5.4 CALIFORNIA BUILDING CODE.

1 1 1

5BB1 4.5 X 4.5 ND10S RHO FS436 SR64

1 1 1 1

AUTHORITY HAVING JURISDICTION MAY APPROVE ADJUSTMENT UP TO 15 LBS. 1 3. FOR REQUIRED DOOR CLEARANCES REF A7.4

HINGE PASSAGE SET FLOOR STOP SILENCER

EA EA EA EA

TYPE 3: QTY

2. MAXIMUM EFFORT TO OPERATE DOORS:

NUMBER

MFR

3 1 1 1 3

1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INTERIOR WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (CBC SECTION 1008).

INTERIOR: EXTERIOR: FIRE RATED:

FINISH

TYPE 2: QTY

GENERAL DOOR NOTES

1, 3 1 1 1 1 1 1 1 1, 2, 4 1, 2, 6 1 1 1 1 1 1, 2 1, 2, 6 1 1, 3 1 1 1 1, 2, 6 1, 2, 4 1, 3 1, 2, 6 1 1

CATALOG NUMBER

GLAZING PER SCHED .

EA EA EA EA EA

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

10"

SOLID PANEL -REF PLAN FOR SWING DIRECTION

SOLID PANEL WITH VISION GLASS

POCKET DOOR -REF HARDWARE SETS FOR FRAME

ALUMINUM SLIDING DOOR WESTERN INTEGRATED ALUMAGLIDE SLIDING DOOR

FRAME ONLY

DOOR SCHEDULE AND NOTES

3 N.T.S.

Agency Approval:

DOOR FRAME BEYOND TOP OF CONCRETE SLAB

RESILIENT FLOORING WHERE OCCURS

Architect/Engineer of Record

TRANSITION

A RCH S ED I EN A . DO T N N O

T EC E TJ

DOOR

EN .

Project Title:

NOT USED

N.T.S.

NOT USED

N.T.S.

NOT USED

N.T.S.

DOOR SILL

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

2 6" = 1'-0"

N.T.S.

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355 REF

Revisions:

WALL TYPE

1 2 3 4 5

MTL STUD FRAMING GYP BD

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

FOR HEADER / JAMB FRAMING - REF 9

1/2"

A7.4 2"

HOLLOW METAL DOOR FRAME

2" FRAME DEPTH

Project #: CA13500.90 Date:

ANCHORS PER MANUFACTURER'S RECOMMENDATIONS @ 30" OC MAX & WITHIN 6" FROM EA END / CORNER

10 N.T.S.

NOT USED

8 N.T.S.

NOT USED

6 N.T.S.

PASS-THRU WINDOW ULTRAPURE TECHNOLOGY, INC. PT2424-24/MI/SSI

4 3/4" = 1'-0"

DOOR HEAD / JAMB

Checked: JD

Sheet Title:

DOOR SCHEDULE & DETAILS

NOTE: FRAME DEPTH TO BE DETERMINED BY OVERALL WALL THICKNESS

NOT USED

12/30/15

Drawn:

1 3" = 1'-0"

A6.1

-1 07 - 3 1 R O F CA L I F O

NO. C-32176

CARPET WHERE OCCURS

1/2"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 8' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 8' - 0" 7' - 0" 8' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

1 1 1 1 1 REF HDWR SET 5 1 1 1 1 1 1 1 1 A 5 1 1 1 1 1 1 1 A 5 1 1 5 1 1 (E) 1 1 1 1 1 1 REF ELEVS 5 1 1 1

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

PT PT PT PT PT PT

REF SCHED

209A 210A 211A 212A 215A 216A 217A 218A 219A 219B 220A 221A 222A 224A 225A 226A 227A 229A 230A 231A 232A 233A 234A 234B 235A 236A 237A 238A 246A 248A 249A 250A

HM HM HM HM HM HM

REF SCHED

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

REF SCHED

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

REF SCHED

202A 203A 204A 205A 206A 208A

DESCRIPTION

3 1 1 3

FACTORY FINISHED WOOD - ROTARY CUT NATURAL BIRCH PAINT PLASTIC LAMINATE ANODIZED ALUMINUM

PT PL ANOD

TYPE 1: QTY

HEIGHT

PANEL TYPE

DETAILS

MATERIAL HM HOLLOW METAL SCWD SOLID CORE WOOD AL ALUMINUM

WIDTH

FRAME

GENERAL NONE NR NON-RATED

DOOR NUMBER

DOOR

FIRE RATING

CLEAR OPENING

DOOR HARDWARE

METAL STUD OPENING FRAMING -REF 11

16 WALL PER PLAN

L3x3x1/4 (4) #12 SMS

UNIT SUPPORT CURB (TYP)

1" RADIUS COVE FILLER STRIP EXISTING CONCRETE FLOOR

A7.1

EXHAUST FAN MOUNTING RAIL (TYP)

2" TYP

METAL STUD 16" OC MAX, XXXS162 -REF 13 16" MAX

A7.1 2'-0". MAX.

BRACE

6" x 16 GA STL PL

RESILIENT HOMOGENIOUS SHEET FLOORING PER SCHEDULE OF FINISHES

6" MIN. U.N.O.

1/2" Ø HILTI KB-TZ EXPANSION ANCHOR 3.25" MIN EMBED

PARALLEL TO MTL DECK FLUTES OR AT CONC SLAB

PLAN

ELEVATION

WALL BRACING TO STRUCTURE1

INTEGRAL COVE BASE DETAIL

1 1/2" = 1'-0"

EXHAUST FAN MOUNTING

3" = 1'-0"

MTL STUD BACKING

METAL STUD BACKING -REF 9

FASTENER (TYP) BASE TRACK XXXT150 -REF 5

MTL STUD WALL FRAMING

1 1/2" = 1'-0"

1" = 1'-0"

WALL FINISH (TYP.)

8" MAX. @ JAMB (TYP.)

MTL STUD LINTEL CONNECTION -REF 12

A7.1 A7.1 1. MTL STUD NOTES "XXX" REFERENCES STUD DEPTH, REF WALL TYPES A7.1 2. SLOTTED TRACK & BASE TRACK SHALL MATCH STUD GAUGE U.N.O. 3. BRIDGING CHANNEL REQ'D ONLY WHERE GYP BD / SUBSTRATE IS NOT INSTALLED FULL HT. ON BOTH SIDES OF WALL

4" 4" TYP TYP

1' - 4" VERIFY W/ EQUIPMENT

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

A7.1

(E) CONC ROOF SLAB

A7.1 BRIDGING CHANNEL 4'-0" OC MAX -REF 7

MTL STUD

DUCTING - REF MECH

A7.1

SCC-XX-A COVE CAP. COLOR PER SCHEDULE OF FINISHES.

(3) #12 SMS

VERIFY W/ EQUIPMENT

4" MIN

1 1/2" MIN

1' - 9 3/4"

1 1/2" MIN

A7.1

PROVIDE OPENING IN ROOF STRUCTURE - COORDINATE DIMENSION W/ MECH DUCTING

2' - 0" MAX.

A7.1

13'-0" MAX

SLOTTED TRACK -REF 10

4' - 0" MAX.

FOR MTL TRACK SPLICE -REF 6 13'-0" MAX. A7.1

1/4" = 1'-0" GYP BD (DELETE ON INACCESSIBLE SIDE WHERE OCCURS)

WALL FINISH (TYP.)

COORDINATE W/

MTL STUDS

MECH DUCTING

SOUND ATTENUATION INSULATION

ACOUSTICAL INSUL SS COLLAR BAND RAIN COLLAR SS COLLAR BAND

5/8" GYP BD

362T150 - 16 GA MTL STUD TRACK -FASTEN TO EACH VERTICAL STUD W/ #12 SMS EA FLANGE

METAL STUD (TYP.)

MTL. STUD (TYP.)

A7.1

FOR ROOFING -REF 16 SIM A7.1

MTL STUD TRACK -REF 4

(E) CONC SLAB

T-INTERSECTION - PLAN

0.145" DIA RAMSET 1500 SERIES SHOT PINS - EMBED 1 1/2" AT CONC SLAB

INTERSECTION - PLAN

MTL STUD TRACK ATTACHMENT -REF 5 A7.1

GLASS WALL SYSTEM HEAD

DOUBLE MTL. STUDS 1/2" GAP

GLAZING

SLOTTED TRACK -REF

(E) ROOF STRUCTURE

VERTICAL MULLION (BEYOND) WHERE OCCURS (REF INTERIOR ELEVATION)

EXTEND 24 GA GALV MTL COPING UP 2" AT SHT MTL DUCT

(N) ROOF OPENING COORDINATE W/ MECH DUCT

NOTE:

WALL BASE

A7.1

MTL STUD

FLOOR FINISH

DO NOT FASTEN GYP BD TO TRACK (TYP) 2" X 16 GA STL PLATE 16" OC MAX SOUND ATT INS

1. PROVIDE MASTIC BETWEEN MTL COPING / RAIN COLLAR AND SHT MTL EXHAUST DUCT AS INDICATED

(N) SHT MTL EXHAUST DUCT

END - PLAN

(E) CONC FLOOR STRUCT

CORNER - PLAN

SEALANT & BACKER ROD

2. CONTRACTOR SHALL X-RAY SLAB TO AVOID DISTURBING REINFORCING

GLASS WALL HEAD

DUCT PENETRATION THRU ROOF

MTL STUD WALL DETAILS

1 1/2" = 1'-0"

3" = 1'-0"

0' - 4" MIN

MTL TRACK TO CONC SLAB

1" = 1'-0"

TYP WALL BASE

3" = 1'-0"

0' - 4" MIN

#10 SMS

A7.1

1 1/2" x 1 1/2" x 16 GA

CUT PART OF TRACK & BEND DOWN

5 (2) #10 SMS

(E) CONC FLOOR STRUCTURE

BASE RAIL

16 GA MTL STUD (TYP)

VIBRATION ISOLATOR AT EXHAUST FAN ONLY

JAMB SECTION

FASTENER W/ NEOPRENE WASHER (E) ROOFING PLIES MASTIC

362S162 - 20 GA MTL STUDS @ 8' OC MAX & 12" FROM EA END W/ (4) #12 SMS EA END

4" OVERLAP

SOUND ATTENUATION INSULATION

INFUSION AREA

22 A7.1 INFUSION 7

VERTICAL MULLION (BEYOND) WHERE OCCURS (REF INTERIOR ELEVATION)

600S162-XX GA

XXXS125-20 GA x 16" LONG

400S162-XX GA

MTL STUD WHERE OCCURS

W = 0' TO 4'-0"

W = 4'-1" TO 8'-0"

W = 8'-1" TO 10'-0"

MTL STUD OPENING FRAMING

(E) FINISHED FLOOR

Architect/Engineer of Record MTL STUD MTL STUD TRACK

CONC SLAB EXTRA ANCHOR

MTL STUD NOTE "XXX" REFERENCES STUD DEPTH, REF WALL TYPES

MTL STUD TRACK SPLICE

1 1/2" = 1'-0"

NON-RATED PARTITION - TYPE 2

SLOTTED TRACK

PIPE/CONDUIT

1' - 7 3/4" VERIFY W/ EQUIP

MOUNTING TAB (TYP)

17 A7.1 SIM

" 1/2

0.145" DIA RAMSET 1500 SERIES SHOT PINS @ 16" OC MAX - EMBED 1 1/2"

8 A7.1

Revisions: (E) CONC SLAB

1 2 3 4 5

CONTINUE GYP BD TO STRUCTURE ABOVE

CUT OPENING

PIPE/CONDUIT PENETRATION BASE TRACK

METAL STUD

MTL STUD @ 16" OC MAX 362S162 - 20 GA @ WALL TYPE 1A 600S162 - 20 GA @ WALL TYPE 1B 800S162 - 20 GA @ WALL TYPE 1C

UNIT SUPPORT CURB (TYP)

" 1/2

3 A7.1 2". MIN

/2" 11

3/4" = 1'-0"

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

5/8" GYP BD EA. SIDE (DELETE ON INACCESSIBLE SIDE WHERE OCCURS)

#8 SMS EA. LEG

SIM

-1 07 - 3 1 R O F CA L I F O

Project #: CA13500.90

Drawn:

(E) CONC FLOOR

16 A7.1

1" MAX. TYP.

MTL STUD PER WALL TYPE

EN .

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355

BASE TRACK

#8 x 9/16" LONG WAFER HEAD SCREW ON BOTH SIDES F RE ALL W PE TY

21 A7.1

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

1" = 1'-0"

1/2" = 1'-0"

4" 4" TYP TYP

AC UNIT ABOVE -REF MECH

A RCH S ED I EN A . DO T N N O

Project Title:

BOTTOM TRACK SPLICE DETAIL

CEILING WHERE OCCURS

0'-0"

WALL SECTION

3 A7.1

W = 10'-1" TO 14'-0"

1. "XXX" REFERENCES STUD DEPTH, REF WALL TYPES 2. GUAGE OF HEADER AND JAMB FRAMING SHALL MATCH ASSOCIATED WALL TYPE.

ACOUSTICAL SEALANT AT OPENINGS, VOIDS, & PENETRATIONS

NO. C-32176

MTL STUD NOTE:

1" (TYP) 1' - 0 1/4" VERIFY W/ EQUIP

TOP TRACK SPLICE DETAIL

XXXS125-20 GA x 16" LONG

5/8" GYP BD EA SIDE

3" = 1'-0"

(E) FIN FLR

(E) CONC FLOOR

1" MIN. TYP.

TEMPERED BUTT GLAZING

EXHAUST FAN SUPPORT CURB

GLASS WALL & DOOR SYSTEM

WINDOW HEAD 7'-2"

XXXS162-XX GA

6" EXTRA ANCHOR

HEADER SECTIONS

SUSPENDED CLG REF RCP

1/2-INCH DIAMETER SIMPSON TITEN HD AT 16" OC MAX SPACING

SUSPENDED CLG

XXXT150-XX GA

MAX.MAX.

MIN

4" OVERLAP

4" MTL COPING

MTL. PL-8 x 3 x 16 GA

MTL STUD @ 16" OC MAX 362S162 - 20 GA

DELETE GYP BD ON INACCESSIBLE SIDE WHERE OCCURS

14' - 0" +/- MAX

362S162 - 20 GA MTL STUDS @ 16" OC MAX W/ 5/8" GP BD EA SIDE

SLOTTED TRACK (TYP)

MIN

#12 SMS 16" OC (TYP)

MTL STUD BRACING CONNECTION TO (E) ROOF STRUCTURE

MA X

0' - 3 1/4"

45°

Agency Approval:

SOUND ATT INS

MTL STUD TRACK & CONNECTION TO (E) ROOF STRUCTURE

MTL. STUD PER FLOOR PLAN

CEILING WHERE OCCURS

T EC E TJ

BO (E) ROOF STRUCT 14'-0" +/-

(E) CONC ROOF STRUCTURE

3" = 1'-0"

1.25".

(E) ROOF STRUCTURE

(N) ROOFING PLIES

23 A7.1

MTL. PL-8 x 3 x 16 GA. w/ (2) #12 SMS 16" OC (TYP)

PT 4x6 FLAT SUPPORT BLOCKING

MTL STUD BRIDGING

1/2" = 1'-0"

3" = 1'-0"

24 GA GALV MTL COPING O/ BITUMINOUS SELF ADHESIVE FLASHING

8 A7.1

MTL STUD LINTEL CONNECTION

A7.1

3" = 1'-0"

FOR ADDITIONAL FRAMING INFORMATION -REF 4

ALTERNATE BRACE DIRECTION WHERE REQ'D REF REFLECTED CEILING PLAN

EXHAUST FAN SUPPPORT CURB ATTACHMENT

23 A7.1

X MA 45° MIN 30°

GLASS WALL SILL

5' - 0" MAX

METAL STUD

1/2-INCH DIAMETER SIMPSON TITEN HD AT 16" OC MAX SPACING

COPE AND CUT STUD BRACE FLANGES AS REQ'D ATTACH TO STUD TRACK W/ (8) #12 SMS (2 ROWS OF 4) AT EA BRACE

CONDENSING UNIT MOUNTING

15 1" = 1'-0"

SEALANT AT OPENINGS, VOIDS, & PENETRATIONS

Date:

SOUND ATTENUATION INSUL WHERE WALLS ENCLOSE A ROOM FOR ADDITIONAL FRAMING INFORMATION -REF 4

Sheet Title:

12/30/15

Checked: JD

FRAMING & ROOFING DETAILS

A7.1 (E) FINISHED FLOOR

SLOTTED MTL TRACK

10 3" = 1'-0"

WALL TO FLR & PIPE PENETRATION

1 1/2" = 1'-0"

NON RATED PARTITION - TYPE 1

1 1" = 1'-0"

A7.1

MIN

0' - 3 1/4"

4'-0" MAX

(2) #12 SMS (TYP)

(E) CONC SLAB

GLASS WALL SILL SIMPSON STRONG TIE TITEN HD SCREW ANCHOR @ 16" OC MAX W/ 1-1/2" MIN EMBEDMENT

362T150-18 GAUGE AT 4'-0" OC PERP. TO WALL W/ BRACE WITHIN 6" FROM EA END OF WALL

(2) #12 SMS (TYP)

A7.1

075U50 - 16 GA CHANNEL

TEMPERED BUTT GLAZING

11A

FOR ADDITIONAL NOTES AND ROOFING REQUIREMENTS -REF 16

VERTICAL MULLION (BEYOND) WHERE OCCURS (REF INTERIOR ELEVATION)

6".

METAL STUD

FASTENER W/ NEOPRENE WASHER

4'-0" MAX

PT 4x6 FLAT SUPPORT BLOCKING

COMPRESSION STRUT CALCULATION: SINCE THE MAXIMUM SLENDERNESS RATION (KL/R) IS 200, THE RESULTING EULER BUCKING STRESS, DIVIDED BY A FACTOR OF SAFETY OF 23/12 IS: Fa= 12(n²) 29e6(1.33))/23(200²))= 4970 PSI 2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

USE MIN 1-5/8"x25 GA MTL STUD FOR MAX LENGTH 7'-2" 1 1/2" MIN

1 1/2" MIN

12 GA HANGER WIRE

A=0.078 IN² Rx=0.430 IN Fa=274#/0.078 IN²=3513 PSI

(E) CONC SLAB

4" MIN

MAIN RUNNER

USE MIN DBL 1-5/8"x25 GA SS MTL STUD MAX LENGTH 16'-10"

3 TIGHT TURNS WITHIN 1 1/2"

A=0.078 IN² Rx=0.686 IN Fa=274#/0.078 IN²=3513 PSI

CROSS TEE

1/2" Ø HILTI KB-TZ EXPANSION ANCHOR 3.25" MIN EMBED

(4) #12 SMS BRACE

@ 18" OC MAX

ACOUSTIC CLG TILE

NOT USED

N.T.S.

WALL BRACING TO STRUCTURE

HANGER WIRE TO CEILING GRID

1 1/2" = 1'-0"

N.T.S. 14 A7.2

L-MAX=200(O.686)=137.2"

NOTE: FOR COMPRESSION POST ASSEMBLY AT SUSPENDED CLG REF 3 A7.2 #6 SDST SCREWS

L3x3x1/4

NOT USED

L-MAX=200(O.430)=86.0"

MTL STUD COMPRESSION STRUT SIZES

3" = 1'-0"

(E) CONC ROOF SLAB LESSER OF 8" MAX 0.25 x LENGTH OF END RUNNER

FOR ATTACHMENT ABOVE REF 5 A7.2

3/4" MIN CLR.

METAL STUD COMPRESSION POST REF 4

HANGER WIRE HORIZ 6" RINGSHANK NAIL

ACOUSTIC CLG TILE

MAIN RUNNER

NOT USED

N.T.S.

METAL STUD SOFFIT

LESSER OF 8" MAX 0.25 x LENGTH OF END RUNNER

9' - 6"

HANGER WIRE

12 GA HANGER WIRE

3 TIGHT TURNS WITHIN 1 1/2"

2 - #8 SMS EA SIDE TO MAIN RUNNER OR PROVIDE SEISMIC HOLD DOWN CLIPS CAPABLE OF RESISTING ANY DIRECTIONAL FORCE EQUAL TO FIXTURE WEIGHT

8' - 6"

3 TIGHT TURNS WITHIN 1 1/2"

SLIM PERIMETER TRIM DETAIL

SUSPENSION SYSTEM

1. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES 2. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA WIRE - SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE 3. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE - SPECIAL DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID

ACOUSTIC CLG TILE 1' - 0"

LIGHT FIXTURE AT T-BAR CLG

1 1/2" = 1'-0"

N.T.S.

TYP

INSTALLATION: SURROUND EACH PANEL WITH A MAIN RUNNER, CROSS RUNNER, OR LEDGER ANGLE.

COMPONENTS: SYSTEM SHALL SUPPORT NO OTHER COMPONENTS EXCEPT GRILLES OR LIGHT FIXTURES.

HANGER WIRES: MINIMUM 12 GAGE, MAXIMUM 16 SF. NO SPLICES PERMITTED.

PERIMETERS: HANGER WIRE WITHIN 8 INCHES OF SUPPORT OR WITHIN 1/3 OF LENGTH OF END TEE, WHICHEVER IS LESS.

ATTACH SYSTEM TO NOT MORE THAN 2 ADJACENT WALLS; LEAVE 1/2" FREE OF OTHER WALLS.

PROVIDE STRUTS OR 16 GAGE WIRE TO CONNECT FREE END OF CROSS RUNNERS MORE THAN 12 INCHES FROM WALL.

SPLAYED BRACING: SETS OF FOUR, 12 GAGE MINIMUM, MAXIMUM SPACING OF 12 x 8 FEET. PROVIDE VERTICAL COMPRESSION STRUT AT EACH SET OF BRACING WIRES.

DISTANCE OF SPLAYED BRACING FROM WALL: MAXIMUM 4 FEET.

SLOPE OF BRACING WIRES: 45 DEGREES FROM PLANE OF CEILING. MAINTAIN WIRES TIGHT; NO SPLICES PERMITTED.

ACOUSTIC CEILING TILE

MAIN RUNNER

3" = 1'-0"

MAIN RUNNER OR CROSS TEE

1/2" MIN

USG COMPASSO SLIM PERIMETER TRIM

METAL STUD COMPRESSION STRUT

3" = 1'-0"

WIRE HANGER PLACED ON DIAGONAL CORNERS (2) EXCEPT 4'x4' FIXTURES SHALL HAVE HANGERS AT EACH CORNER (4 TOTAL)

12 GA HANGER WIRE

T-BAR CEILING PERIMETER - SLIP JOINT

3/4" = 1'-0"

LIGHT FIXTURE (56 LBS MAX)

NOT USED

CROSS TEE

WALL

GYP BD SOFFIT WHERE OCCURS

18 N.T.S.

45°

(2) #12 SDST SCREWS

SUSPENDED CLG WHERE OCCURS

NOT USED

LATERAL FORCE BRACING, (4) AT EA COMPRESSION STRUT W/ 12 GA WIRE SECURED TO MAIN RUNNER WITHIN 2' OR CROSS TEE INTERSECTION AND SPLAYED 90° FROM BOTH DIRECTIONS W/ FIRST POINT WITHIN 6" FROM STARTING CORNER

3 TIGHT TURNS WITHIN 1 1/2"

1" X 2" GA CONT ANGLE W/ (1) #10 SMS INTO WALL STUD (24" OC MAX).

GYP BD BULKHEAD WHERE OCCURS

12 GA VERTICAL HANGER WIRE @ 4' OC

A7.2

MAIN RUNNER OR CROSS TEE

3 -5/8" MTL STUDS @ 16" O.C. MAX 362S162- 20 GA

6" MIN

H/3

° -60 30°

362S162- 20 GA MTL STUD BRACE @ 48" O.C. MAX & 12" MAX FROM EA END W/ (4) #12 SMS AT VERTICAL HANGER STUD

METAL STRUT

10. THREE TIGHT TURNS REQUIRED AT HANGER WIRE; 4 TIGHT TURNS AT BRACING WIRES, ALL WITHIN 1-1/2". ALIGN WIRES IN DIRECTION OF PULL. 11. SEPARATE WIRES 6 INCHES FROM UNBRACED DUCTS, PIPES OR CONDUIT. CONDUIT 3/4" DIAMETER OR LESS MAY BE ATTACHED TO WIRES USING APPROVED CONNECTORS.

ALUM POP RIVET 1" X 2" GA CONT ANGLE W/ (1) #10 SMS INTO WALL STUD (24" OC MAX).

12. LIGHT FIXTURES: ATTACH TO CEILING SYSTEM TO RESIST HORIZONTAL FORCE EQUAL TO WEIGHT OF FIXTURE.

WALL

13. SUSPENSION SYSTEM: HEAVY DUTY

T-BAR CEILING PERIMETER - FIXED

1 1/2" = 1'-0"

SUSPENDED T-BAR CEILING NOTES

3" = 1'-0"

6" = 1'-0"

Agency Approval:

BRACING WIRE 1" WIDE X 12 GA STL STRAP (E) CONC SLAB

PREFAB DIFFUSER (REF MECH)

(E) WALL

12 GA HANGER WIRE MIN (4) PER FIXTURE 3/8" Ø HILTI KB-TZ EXP ANCHOR W/ 2" MIN EMBED

Architect/Engineer of Record AT BRACING WIRE

13 GA x 3/4" CEILING CLIP HANGER WIRE

COMPRESSION STRUT

AT HANGER WIRE

MECH DIFFUSER AT T-BAR CLG

HANGER WIRE TO METAL DECK

1 1/2" = 1'-0"

3" = 1'-0"

N.T.S.

6 3" = 1'-0"

4'0" TY P

ROLLER WINDOW SHADE

4 A7.2

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

A7.2

CROSS RUNNER (TYP)

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355

S P TY 0" 4'-

HANGER WIRE

MAIN RUNNER (TYP)

CLG GRID (TYP)

FROM BRACING WIRES TO COMP POST & X-RUNNER

AUTOMATIC FIRE SPRINKLER HEAD, SMOKE DETECTOR OR OTHER DEVICES

CTSK. S.M.S. @ 2'-0" O.C. MIN.

12 GA HANGER WIRES 4'-0" OC EA WAY W/ (3) TIGHT TURNS IN 1 1/2" BOTH ENDS (TYP)

1-1/2" x 1-1/2" X 16 GA ANGLE (2) # 12 SDST SCREWS

20 N.T.S.

CURTAIN TRACK AT LAY-IN CEILING

15 3" = 1'-0"

CEILING DEVICES HORIZ CONTROL

1 1/2" = 1'-0"

COMPRESSION STRUT TOP ATTACHMENT

8 A7.2

Project #: CA13500.90

9 A7.2

Date:

NOTES: 1. COMPRESSION STRUTS: STEEL SECTION WITH L/R RATIO OF 200 MAX STARTING NOT MORE THAN 3'-0" FROM ADJACENT WALLS TO SUPPORT A TRIBUTARY AREA OF 144 SF 2. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. 3. REFER TO CEILING DEVICE HORIZONTAL CONTROL FOR CEILING MOUNTED DEVICES REF 10 4. FOR GRILLE / DIFFUSER AND LIGHT FIXTURE ATTACHMENT REF 12 5. FOR ADDITIONAL NOTES REF A7.2 2 A7.2 A7.2

DIFFUSER OR GRILLE

NOT USED

7 A7.2

MTL STUD COMPRESSION STRUT L/R RATIO LESS THAN 200

CURTAIN TRACK

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

MA 2" X 2 MA " X

3/8" Ø HILTI KB-TZ EXPANSION ANCHOR W/ 2" MIN EMBED

ACOUSTICAL CEILING PANEL

CURTAIN

1 2 3 4 5

MAIN RUNNER OR CROSS TEE

Revisions: 45

(E) CONC SLAB

5 3" = 1'-0"

SUSPENDED T-BAR CEILING

12/30/15

Drawn:

Checked: JD

Sheet Title:

CEILING DETAILS

1 3" = 1'-0"

A7.2

-1 07 - 3 1 R O F CA L I F O

Project Title: 3 A7.2

EN .

12 GA BRACING WIRE W/ (4) TIGHT TURNS IN 1 1/2" BOTH ENDS TYP

T-BAR CEILING GRID

NOT USED

(E) CONC SLAB

ACOUSTIC TILE CEILING PANEL

SHADE FABRIC

NO. C-32176 ST

MANUAL CHAIN

0.145" DIA SHOT PIN W/ 1" MIN EMBED

FASCIA

3 TIGHT TURNS IN 1 1/2" (TYP)

T EC E TJ

BRACKET ASSEMBLY

A RCH S ED I EN A . DO T N N O

12 GA HANGER WIRE 4'-0" OC MAX (TYP)

(E) WINDOW FRAME

2' - 8" OC MAX 2' - 5"

COUNTERTOP -REF

1' - 0"

FACE OF FINISH

A7.3

2' - 0"

1/4" x 2 1/2" BOLT OVER 1/4" WASHER WITH 1/4" NUT CENTERED WITHIN STUD

A7.3

WALL 2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

4" BACK SPLASH

WIRE MOLD WHERE OCCURS (REF ELEC)

2" EQ

FOR CABINET ANCHORAGE -REF 16 2'-10"

2'-7"

1 1/2" DIA. NUMNER DISC, TYP. ALL LOCKERS

METAL STUD PER WALL TYPE PER PLAN, TYP. #12 TEK SCREW LOCATIONS, TYP 2" x 2" x 12 GA TS SUPPORT BRACKETS

A7.3

A7.3 DRAWER BACK PANEL

PLASTIC LAMINATE LOCKER DOOR DOOR HINGE

COUNTERTOP -REF

HARDWOOD BLOCKING

2' - 2" MAX

DRAWER PULL

WALL 4" BACK SPLASH

EQ 2"

FILE DRAWER -PROVIDE LOCK

2".

FOR PLAN VIEW -REF 10 A7.3

2" x 2" X 12 GA TS SUPPORT BRACKETS 1/4" X 2 1/2" BOLT OVER 1/4" WASHER WITH 1/4" NUT CENTERED WITHIN STUD WIRE MOLD WHERE OCCURS GYP BOARD WALL

18 A7.3

PLASTIC LAMINATE LOCKERS

DRAWER CABINET & TRANSACTION COUNTER

1" = 1'-0"

COUNTERTOP SUPPORT

1" = 1'-0"

(E) WALL

20 A7.3

1". 1/4" RADIUS EASED EDGE AT WORK AREAS

1/4".

FILE DRAWER -PROVIDE LOCK BOTTOM PANEL

DOOR PULL

REMOVABLE BACK PANEL CABINET DOOR WHERE OCCURS -PROVIDE LOCK WHERE INDICATED ON INTERIOR ELEVATIONS

ADJUSTABLE SHELVING W/ SEISMIC PINS FOR CABINET ANCHORAGE -REF 16 A7.3

RECEPTION AREA DRAWER CABINET UPPER CABINET

UPPER CABINET

1" = 1'-0"

ACCESSIBLE SINK

FAUCET

COUNTERTOP -REF

20 COUNTERTOP -REF 20

FIXED PANEL

FOR CABINET ANCHORAGE -REF 16

PLUMBING PIPE ESCUTCHEON

ADJUSTABLE SHELVING W/ SEISMIC PINS BACK PANEL

WALL REMOVABLE BACK PANEL EXTEND FINISHED FLOOR UNDER CABINET

BOTTOM PANEL

6" MAX 17" MIN

TYP CABINET ANCHORAGE

3" = 1'-0"

INFUSION AREA SHELVING BACK PANEL

3/4" = 1'-0"

ACCESSIBLE EXAM ROOM SINK

1" = 1'-0"

NO. C-32176

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355 ACCESSIBLE SINK

FAUCET

COUNTERTOP -REF

COUNTERTOP

2' - 0"

HARDWOOD BLOCKING COUNTERTOP -REF

(1) #8 FHWS w/ FINISH WASHER @ EA. CORNER

A7.3

Revisions:

A7.3

1 2 3 4 5

A7.3

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

FIXED PANEL

ADJUSTABLE SHELVING

PLUMBING PIPE ESCUTCHEON

#8 x 1-1/2" SMS @ 12" OC MAX

WIRE MOLD WHERE OCCURS (REF ELEC)

FINISH FLOOR

WALL BASE

19 A7.3

CABINET DOOR WALL

9" MIN

(E) CONC SLAB

FOR CABINET ANCHORAGE -REF 16 A7.3

27" CLR MIN

2' - 7"

FLOORING

2' - 10"

TOE KICK BLOCKING

CABINET DOOR PULL 2' - 10"

PROVIDE COUNTERTOP SUPPORT AT NURSE STATION -REF 9 SIM A7.3

3' - 6"

BASE

6" MAX 17" MIN

BASE CABINET FLOOR CONNECTION

FOR CABINET ANCHORAGE -REF 16

20 A7.3

CABINET DOOR (WHERE OCCURS)

0' - 4"

8" MIN

DOOR PULL

6" TO CL OF BACKING

0' - 3"

CONT 3x3x16 GAUGE STL ANGLE - ATTACH TO (E) CONC SLAB W/ 0.157" DIA HILTI X-U POWDER DRIVEN FASTENERS @ 24" OC MAX AND 3" MAX FROM ENDS, 1-1/4" MIN EMBEDMENT

7' - 0".

11"

-1 07 - 3 1 R O F CA L I F O

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

1" = 1'-0"

2' - 1 1/4"

EN .

Project Title:

24" 2' - 6"

NOTES 1. KNEE AND TOE SPACE (SHADED AREA) SHALL BE PROVIDED AS REQ'D BY CBC TABLE 1115B-1 2. HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE INSULATED OR OTHERWISE COVERED 3. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS

CABINET DOOR

A RCH S ED I EN A . DO T N N O

EACH CABINET MODULE TO BE ANCHORED TOP & BOTTOM TO BACKING W/ (3) HILTI S-MD 10-16 x 1" SCREWS @ 16" OC MAX AND 2" MAX FROM END - FOR BACKING REF 9 A7.1

2'-6"

A7.3

Architect/Engineer of Record

PROVIDE METAL CLIPS FOR REMOVABLE FRONT PANEL

9" MIN

FINISHED FLOOR

WALL

3" TO CL OF BACKING

BASE CABINET

A7.3

27" CLR MIN

1' - 6"

A7.3

18 3" = 1'-0"

TRANSACTION COUNTER

15 1" = 1'-0"

FULL HEIGHT STORAGE CABINET

11 1" = 1'-0"

EQUIPMENT BASE SUPPORT

6 1" = 1'-0"

REMOVABLE BACK PANEL EXTEND FINISHED FLOOR INTO CABINET INTEGRAL TOE KICK NOTES 1. KNEE AND TOE SPACE (SHADED AREA) SHALL BE PROVIDED AS REQ'D BY CBC TABLE 1115B-1 2. HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE INSULATED OR OTHERWISE COVERED 3. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS

ACCESSIBLE SINK BASE CABINET

1 1" = 1'-0"

Project #: CA13500.90 Date:

12/30/15

Drawn:

Checked: JD

Sheet Title:

CASEWORK AND MISC. DETAILS

A7.3

WALL

FOR CABINET ANCHORAGE -REF 16

A7.3 BASE CABINET TO BE ANCHORED SIM TO UPPER CABINET

18 A7.3

CASEWORK WALL TO FLOOR CONNECTION

Agency Approval:

A7.3

(E) CONC SLAB

1" = 1'-0" 8" MIN

12"

COUNTERTOP -REF

T EC E TJ

WALL BASE (TYP)

BASE CABINET 24"

WALL

REF CABINET DETAILS

A7.1

8 1" = 1'-0"

CASEWORK PANEL FOR MTL STUD TRACK & FASTENER -REF 5

BOTTOM PANEL

ELEVATIONS

REF INTERIOR

1 3/4" @ WORK SURFACE 2-1/2" @ TRANSACTION COUNTER

NOTE: REF INTERIOR ELEVATIONS FOR SPECIFIC CABINET TYPES

2".

3" = 1'-0"

18"

2' - 10"

COUNTERTOP EDGE DETAIL

BACK PANEL

PROVIDE 18" DEEP BOTTOM SHELF AT CONFERENCE ROOM 226

19 A7.3

A7.3

2".

AT PLASTIC LAMINATE COUNTERTOP

18 A7.3

EACH CABINET MODULE TO BE ANCHORED TOP & BOTTOM AT FRAMED WALL W/ (3) #10 PAN HEAD SMS @ 16" OC MAX AND 2" MAX FROM END - PROVIDE BACKING PER 9 A7.1

REF CABINET DETAILS

CABINET DOOR (WHERE OCCURS)

COUNTERTOP -REF

CABINET DOOR PULL WHERE OCCURS

COUNTERTOP BLOCKING

FLOORING

CABINET DOOR

ADJUSTABLE SHELVING W/ SEISMIC PINS

REF INTERIOR ELEV

2'-7"

1 3/4".

3/4".

BACK PANEL

WD BLOCKING

4" BACK SPLASH

A7.3

DRAWER PULL

SOLID BLOCKING WHERE OCCURS

WALL

FOR CABINET ANCHORAGE -REF 16

2'-10"

COUNTERTOP -REF

2' - 0"

BACKING SHEET

BACK PANEL

1" = 1'-0" 12"

AT PLASTIC LAMINATE WORK SURFACE

PLYWOOD COUNTERTOP

ADJUSTABLE SHELVING W/ SEISMIC PINS

BASE CABINET W/ DRAWER

2' - 5"

PLASTIC LAMINATE

CABINET DOOR

BOTTOM PANEL

COUNTERTOP BLOCKING

STL COUNTERTOP SUPPPORT

DOOR PULL

4".

3/4" BLOCKING W/ PLASTIC LAMINATE

A7.3

NOTE: PROVIDE GROMMETS @ 36" O.C.

19 A7.3

1 3/4".

3/4".

1' - 6"

FOR CABINET ANCHORAGE -REF 16

1/4" RADIUS EASED EDGE AT WORK AREAS

PLYWOOD COUNTERTOP

A7.3

DRAWER PULL

BOTTOM PANEL FINISHED FLOOR PER FINISH PLAN

COUNTERTOP -REF

2" EQ

2'-7"

BACK PANEL

WALL BASE PER FINISH PLAN

20 A7.3

A7.3

1' - 6"

3'-6"

METAL STUD FRAMING

2' - 0"

2' - 2" CONT 3/4" HARDWOOD BLOCKING COUNTERTOP

DRAWER PULL

METAL STUD CROSS BRACING @ 2'-0" O.C.

COUNTERTOP -REF

1" = 1'-0"

2' - 4"

2" PLASTIC LAMINATE PEDISTAL CAP

PLASTIC LAMINATE

2' - 6" 11"

2' - 0"

1' - 10"

1" = 1'-0"

PROVIDE TALL DRAWER WHERE NOTED IN INTERIOR ELEVATIONS

1" = 1'-0"

DRAWER CABINET

2'-10"

EACH CABINET MODULE TO BE ANCHORED TOP & BOTTOM AT FRAMED WALL W/ (3) #10 PAN HEAD SMS @ 16" OC MAX AND 2" MAX FROM END PROVIDE BACKING PER 9 A7.1 2X LOCKER BASE

COUNTER SUPPORT PLAN

2' - 7" UNO

N.T.S.

RECEPTION AREA WORK SURFACE

27" MIN

MELAMINE INTERIOR FINISH

21 7' - 0"

NOT USED

BOTTOM PANEL

19 A7.3

KEYLESS MECHANICAL COMBINATION CODE LOCK

5' - 0"

COAT HOOK, TYP. ALL LOCKERS

NOTES: 1. LOCATE PER 3" MAX

GYP BD MTL STUD OPENING FRAMING

NOT USED

N.T.S.

FIRE EXTINGUISHER CABINET

36" GRAB BAR

BOBRICK

B-5806 x 36

42" GRAB BAR

BOBRICK

B-5806 x 42

MIRROR

BOBRICK

B-290 1830

PAPER TOWEL/TRASH RECEPTACLE

BOBRICK

B-43944

SEAT COVER DISPENSER

BOBRICK

B-4221

SOAP DISPENSER

SANITIZER DISPENSER

BOBRICK

B-6727

PAPER TOWEL DISPENSER

BRADLEY

250-33

TOILET PAPER DISPENSER

FEMININE NAPKIN DISPOSAL

1 1/2" = 1'-0"

N.T.S.

NOT USED

N.T.S.

1/2"

TEXT 11B-703.2.4 PROPORTIONS. VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10 PERCENT MINIMUM AND 15 PERCENT MAX OF THE HEIGHT OF THE CHARACTER.

NOTE: GRAPHICS SHALL BE OF CONTRASTING COLOR

ASSISTIVE LISTENING SIGNAGE

60" MAX AFF

NOTE: 1/8" THICK SIGN IS COMPRISED OF TWO LAYERS OF ACRYLIC MULTIPOLYMER PANELS WITH BULLNOSED EDGES. APPLIED TACTILE GRAPHICS (MACHINE ENGRAVED).

CONTRACTED GRADE 2 BRAILLE - RAISED 1/40" MIN

FINISH: CHARACTERS, SYMBOLS, PICTOGRAMS AND THEIR BACKGROUNDS SHALL HAVE A NONGLARE FINISH, SUCH AS MATTE, SATIN OR EGGSHELL.

COLOR & FINISH LEGEND: A WHITE B BLUE

UNISEX RESTROOM SIGNAGE

3" = 1'-0" 2 A7.4

2. PROVIDE SIGN ON ALL UNISEX RESTROOM DOORS UNO 3. SIGN COLOR SHALL DISTINCTLY CONTRAST WITH DOOR COLOR A

BRAILLE SYMBOLS: CALIFORNIA CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE REQUIRED BY EITHER THE CALIFORNIA BUILDING CODE OR THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES. BRAILLE SHALL BE LOCATED A MINIMUM OF 1/2" FROM TACTILE CHARACTERS. BRAILLE DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. BRAILLE DOTS SHALL BE RAISED 1/40" MINIMUM ABOVE THE BACKGROUND. BRAILLE DOTS TO HAVE DOMED TOPS.

CONTRAST: CHARACTERS, SYMBOLS AND PICTOGRAMS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS, SYMBOLS AND PICTOGRAMS ON A DARK BACKGROUND OR DARK CHARACTERS, SYMBOLS AND PICTOGRAMS ON A LIGHT BACKGROUND. A CONTRAST BETWEEN THE COLOR OF THE BACKGROUND AND THE COLOR OF THE CHARACTERS, SYMBOLS AND PICTOGRAMS OF AT LEAST 70% BASED ON THE LIGHT REFLECTANCE VALUE IS A RECOMMENDED. A CONTRAST BETWEEN THE BACKGROUND COLOR OF THE DOOR MOUNTED TOILET ROOM SIGN AND THE COLOR OF THE DOOR OF AT LEAST 70% BASED ON THE LIGHT REFLECTANCE VALUE IS RECOMMENDED.

APPLIED TACTILE GRAPHICS (MACHINE ENGRAVED) ACCESSIBLE RESTROOM SIGN IS COMPRISED OF TWO LAYERS OF ACRYLIC MULTIPOLYMER PANELS w/ BULLNOSED EDGES. APPLIED TACTILE GRAPHICS (MACHINE ENGRAVED). SHALL MEET CALIFORNIA ADA STANDARDS. -REF 9

A7.4 ACRYLIC MULTIPOLYMER PANEL 12" DIA COLOR & FINISH LEGEND: A WHITE B BLUE

SIGNAGE NOTES

3" = 1'-0"

N.T.S.

RESTROOM

1/4" = 1'-0"

8" 1/2"

1/2" TEXT

48" MIN AFF

1/2" TYP

ASSISTIVE LISTENING SYSTEM AVAILABLE

1/2"

"WOMEN"

NOTES: 1. LOCATE PER 1/4" RADIUS CORNERS

APPLIED TACTILE GRAPHICS (MACHINE ENGRAVED) ROOM IDENTIFICATION SIGN IS COMPRISED OF TWO LAYERS OF ACRYLIC MULTIPOLYMER PANELS w/ BULLNOSED EDGES. APPLIED TACTILE GRAPHICS (MACHINE ENGRAVED) AND BRAILLE RASTER BEADS. SHALL MEET CALIFORNIA ADA STANDARDS. SEE PROTOTYPE FOR SPECIFIC DETAILS.

1' - 0" INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS

4. TYPEFACE / SYMBOLS: HELVETICA NEUE-ROMAN

TOILET ACCESSORY SCHEDULE

A7.4

SQUARE

A7.4

8 1/2"

PRODUCT #

3/8" MIN 1/2" MAX

MANUFACTURER

1/2".

DESCRIPTION

6".

48" TO OPERATING . DEVICE (HANDLE)

PROVIDE 5/8" TYPE "X" GYP BD AROUND CABINET AT 1-HR FIRE RATED WALL

KEYNOTE

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.228.7528

6" MIN

FIRE EXTINGUISHER

A7.4

2. PROVIDE SIGN AT ALL UNISEX RESTROOM DOORS UNO 3. FOR ADDITIONAL TEXT & BRAILLE NOTES SEE 8 9

SEMI-RECESSED FIRE EXTINGUISHER CABINET

NOT USED

UNISEX RESTROOM DOOR SIGNAGE

3" = 1'-0"

1 1/2"

1' - 0"

2/10" SPACE BETWEEN CELLS (LETTERS) CALIFORNIA GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED INDIVIDUAL BRAILLE DOTS SHALL EACH BE DISTINCT AND BE ROUNDED OR DOMED IN LIEU OF SQUARE SIDED AND FLAT TOPPED.

NOTE: PROVIDE MIN. 30" x 48" CLEAR FLOOR SPACE IN FRONT OF ACCESSORY TO ALLOW FORWARD OR PARALLEL APPROACH. HIGHEST OPERABLE PART AT MAX 3' - 4" AFF

8 3" = 1'-0"

3" = 1'-0" 4" MIN 12" MAX

NOTES:

NOTE: PROVIDE MIN. 30" x 48" CLEAR FLOOR SPACE IN FRONT OF ACCESSORY TO ALLOW FORWARD OR PARALLEL APPROACH. HIGHEST OPERABLE PART AT MAX. 3' - 4" AFF

CONTRACTED GRADE 2 BRAILLE, RAISED 1/40" MIN

APPLIED TACTILE GRAPHICS (MACHINE ENGRAVED) ROOM IDENTIFICATION SIGN IS COMPRISED OF TWO LAYERS OF ACRYLIC MULTIPOLYMER PANELS w/ BULLNOSED EDGES. APPLIED TACTILE GRAPHICS (MACHINIE ENGRAVED) AND BRAILLE RASTER BEADS. SHALL MEET CALIFORNIA ADA STANDARDS.

ACCESSIBLE URINAL

URINAL NOTE: DRAIN AND HOT WATER PIPING SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE ELEMENTS UNDER LAVATORY 18" MIN 17" MIN

2. SIGNS WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.

COLOR & FINISH LEGEND: CONTRASTING COLOR 1 CONTRASTING COLOR 2

TACTILE ROOM ID SIGN (OFOI)

4" MIN 12" MAX

DOOR SIGNAGE LOCATIONS

NOTES: 1. SIGN MATERIAL SHALL BE 1/8" THICK ACRYLIC PLASTIC WITH 1/32" RAISED BORDER, GRAPHIC, AND LETTERS. PROVIDE MECHANICAL MOUNTING WITH VANDAL RESISTANT FASTENERS. COMPLY WITH ARTICLE 4.30 & A4.30 OF ADAAG. 2. SEE FLOOR PLANS FOR LOCATION 3. FOR ADDITIONAL INFO, REF 8 9

23823 W VALENCIA BOULEVARD SANTA CLARITA, CA 91355

FF CONTROL / SWITCH / OUTLET HEIGHT OVER OBSTRUCTION

CONTROLS, SWITCHES & OUTLETS

A7.4

01/06/16 01/20/16 01/25/16 01/27/16 02/25/216

Project #: CA13500.90 MIN.

EXIT SIGN

12"

Date:

12/30/15

ADDENDUM 1 ADDENDUM 2 ADDENDUM 3 ADDENDUM 4 CITY RESUBMITTAL

Drawn:

16 N.T.S.

ACCESSIBLE ACCESSORY MOUNTING HEIGHTS

Sheet Title:

A7.4

1/2" = 1'-0"

TACTILE EXIT SIGNAGE (OFOI)

Checked: JD

ACCESSIBILITY & MISC. DETAILS

NOTE: SOME ITEMS INDICATED MAY NOT BE USED

NOT USED

-1 07 - 3 1 R O F CA L I F O

Revisions:

60" MIN. CLR.

48" MIN. CLR.

A EXIT ROUTE SIGN

EXIT

EN .

SANTA CLARITA TENANT IMPROVEMENT SUITE 240, 250, 260

1 2 3 4 5 60" MAX AFF

60" MAX AFF 48" MIN AFF 3/8" MIN 3/8" MIN / 1/2" MAX

34" MAX

46" MAX

2' - 0" MAX

CONTRACTED GRADE 2 BRAILLE, RAISED 1/40" MIN, TO BE LOCATED DIRECTLY UNDER OR ADJACENT TO EXIT INFORMATION

Project Title:

18" MIN

SANITARY NAPKIN DISPOSAL

48" MAX

40" MAX

19" MAX

CENTERLINE OF CONTROL / SWITCH / OUTLET TOP OF CONTROL/ SWITCH / OUTLET

EXIT ROUTE

3/8" MIN / 1/2" MAX

60" MIN. CLR.

LAVATORY

FF CONTROL / SWITCH / OUTLET HEIGHT, TYP

1265

1/4" = 1'-0"

6". MAX

3/8" MIN

8". MIN

KNEE CLEARANCE

PAPER TOWEL DISPENSER

ELECTRICAL ROOM

9" MIN CLR

27" MIN

CLR

29" MIN

34" MAX

40" MAX

NOTE: PROVIDE BLOCKOUT FOR FIXTURE WHERE CONCRETE CURB OCCURS

A RCH S ED I EN A . DO T N N O

NO. C-32176

3" = 1'-0"

N.T.S.

Architect/Engineer of Record

6 3" = 1'-0"

DOOR CLEARANCES

1 1/2" = 1'-0"

A7.4

TO VALVE

48" MIN AFF

44" MAX

17" MAX ACCESSIBLE URINAL

ACCESSIBLE TOILET / GRAB BARS

NOT USED

14" MIN 17" MAX

24".

17" MIN 19" MAX

33".

STANDARD URINAL

3. TYPEFACE / SYMBOLS: MATCH (E) SIGNAGE

9" MIN

12".

A7.4

12".

24" MIN

A7.4

ROOM NAME

T EC E TJ

12" MAX 42" MIN

17" MIN 18" MAX

30" MIN CLR

48" MIN AFF 3/8" MIN / 1/2" MAX

EQ EQ

54" MIN 6" MAX

URINAL SCREEN WHERE OCCURS

60" MAX AFF

NOTES: 1. FLUSH VALVE TO BE LOCATED TO THE WIDE SIDE 2. PROVIDE GRAB BAR BACKING

2. FOR ADDITIONAL TEXT & BRAILLE NOTES REF

TOILET

9" MIN CL

TOILET TISSUE DISPENSER

A7.4

STANDARD TOILET

2 3/8" MIN / 1/2" MAX

SAN. NAPKIN DISPOSAL & TISSUE DISPENSER

1" MIN HIGH LETTERS IN CAPS

1. SIGNS SHALL BE INSTALLED ON THE 3. THE COLOR AND WALL ADJACENT TO THE LATCH SIDE OF CONTRAST OF THE THE DOOR. WHERE THERE IS NO WALL SIGN SHALL BE SPACE ON THE LATCH SIDE, INCLUDING DISTINCTLY DOUBLE LEAF DOORS, SIGNS SHALL BE DIFFERENT FROM PLACED ON THE NEAREST ADJACENT THE COLOR AND WALL, PREFERABLY ON THE RIGHT. CONTRAST OF THE MOUNTING LOCATION SHALL BE DOOR / WALL. DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE W/O ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A PER PLAN DOOR. FOR PAIRS OF DOORS WHERE DOOR SWING IS LIMITED TO 90 DEGREE EQ EQ MOUNT SIGN 9" FROM EDGE OF DOOR. ACCESSIBLE FOR PAIRS OF DOORS WHERE DOOR ROOM SIGN SWING EXCEEDS 90 DEGREES MOUNT ACCESSIBLE SIGN DOOR WIDTH PLUS 9" FROM EDGE OF DOOR SIGN DOOR.

5' - 0" AFF

1. LOCATE PER

6 - 1/2"

1' - 5".

19" MAX

NOTES:

Agency Approval:

7" - 9"

36" MIN

OCCUPANT LOAD SIGN

CHARACTER & BRAILLE STANDARDS

NOTE: ACCESSORIES SHALL BE FULLY RECESSED OR SEMI-RECESSED WITH A MAX 3" PROJECTION

3' - 4" MAX

SEAT COVER DISPENSER

MOUNTING HT

N.T.S.

MIRROR/ SOAP DISPENSER

NOTE: GRAPHICS SHALL BE OF CONTRASTING COLOR

REF NOTE 2 FOR

NOTE: 1/8" THICK SIGN IS COMPRISED OF TWO LAYERS OF ACRYLIC MULTIPOLYMER PANELS WITH BULLNOSED EDGES. APPLIED TACTILE GRAPHICS (MACHINE ENGRAVED).

60" MAX AFF

1/2" TEXT

48" MIN AFF

1/10" BY 1/10" GRID

40" MAX

NOT USED

THE NUMBER OF PEOPLE PERMITTED IN THIS ROOM SHALL NOT EXCEED XXX BY ORDER OF THE STATE FIRE MARSHAL

MUSICK LAW CENTER (LAW) OFFICE 110 ALTERATIONS 2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.315.1993

UNIVERSITY OF SOUTHERN CALIFORNIA

SITE PLAN LEGEND

699 EXPOSITION BLVD. LOS ANGELES, CA 90089

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

UNIVERSITY OF SOUTHERN CALIFORNIA CAPITAL CONSTRUCTION DEVELOPMENT

STUDIO +

CEDG

KSG ENGINEERS

3434 SOUTH GRAND AVENUE, CDF LOS ANGELES, CA 90089-3162

2070 BUSINESS CENTER DRIVE, SUITE 295 IRVINE, CA 92612

2725 WEST BURBANK BOULEVARD BURBANK, CA 91505

111 NORTH JACKSON STREET, SUITE 121 GLENDALE, CA 91206

P| 213-821-7900

P| 949-228-7528

P| 818-566-7755

P| 818-240-5630

CONTACT: PHIL BECKMAN

CONTACT: DANIEL SOLIS

CONTACT: JASON DONTJE, NCARB, LEED AP BD+C

ISSUE DATE 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016 04/12/2016

DRAWING INDEX 1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS WORK AND OCCUPANCY. ALL CONTRACTORS SHALL EXECUTE THEIR WORK IN COMPLIANCE WITH THE CODES LISTED HEREIN. ALL WORK SHALL BE EXECUTED UNDER PROPER BUILDING PERMITS AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT.

ASPHALTIC CONCRETE ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR ALUMINUM AT BY OWNER BOTTOM OF TUBE STEEL CLOSET CEILING CLEAR CONCRETE CORRIDOR CONCRETE MASONRY UNIT CONDENSING UNIT CONTINUOUS CONTROL JOINT CORNER GUARD COUNTERTOP DIAMETER DISPENSER DRAWINGS EXISTING ELECTRIC WATER COOLER ELEVATION ELECTRICAL EQUAL EQUIVALENT EXPANSION JOINT EXTERIOR FINISH FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACE OF SHEATHING FACE OF WALL FIRE RETARDANT GRAB BAR GLASS GLASS MESH MORTAR UNITS GYPSUM BOARD HEIGHT HOLLOW METAL INSULATION INSTALLATION / PROCUREMENT JANITOR CLOSET

MAX MECH MIN MTD MT MTL MULL (N) NIC NTS OC O/C O/O PART PCC PL LAM PLYWD PTD POT REF REQ'D REV RTU RM RR SD SF SIM. STDS STL SUSP TEMP GL T/O TOTS TPD TW TYP UCR UL UNO W/ WD

4. CONTRACTOR SHALL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES SHALL BE SCHEDULED SO AS TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS. 5. CLEANING: REMOVE RUBBISH, DEBRIS AND WORKERS FOOD ITEMS FROM THE JOB-SITE ON A DAILY BASIS. COMPLETED PROJECT SHALL BE HANDED OVER TO OWNER CLEAN, INCLUDING CLEANING OF ALL HARDWARE, FIXTURES AND GLASS, AND THE REMOVAL OF ANY AND ALL STAINS, DUST, DIRT AND PAINT. CLEAN AND POLISH ALL FINISHED FLOORS AND CABINETRY. 6. THE CONTRACTOR SHALL PREPARE A JOB-SITE LAYOUT ON THE FLOOR / GROUND (SHOWING ANY FIELD CONDITIONS THAT DEVIATE FROM THE CONSTRUCTION DOCUMENTS), FOR REVIEW BY THE ARCHITECT PRIOR TO COMMENCING SPECIFIC MODIFIED WORK. 7. THE CONTRACTOR SHALL FIELD MEASURE ALL DISTANCES AND CLEARANCES PRIOR TO COMMENCEMENT OF NEW WORK OR ORDERING OF MATERIALS. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THAT PORTION OF WORK. THE CONTRACTOR SHALL NOT SCALE ANY DRAWINGS WITHIN THE CONSTRUCTION DOCUMENTS. ANY DISCREPANCIES SHALL BE RESOLVED BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THAT WORK. 8. CONTRACTOR CLOSE-OUT DOCUMENTS: AT SUBSTANTIAL COMPLETION CONTRACTOR SHALL ASSEMBLE ORIGINAL COPIES OF ALL NEW EQUIPMENT/MATERIALS WARRANTIES AND OPERATIONAL LITERATURE. UPON ISSUANCE OF CERTIFICATE OF OCCUPANCY, THE CONTRACTOR SHALL PROVIDE TO THE OWNER, TWO COMPLETE SETS OF LEGIBLE RED- LINED AS-BUILT DRAWINGS (REFER TO DRAWING INDEX FOR LIST OF ALL SHEETS) SHOWING CONSTRUCTION, FIXED EQUIPMENT AND THE MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS AS INSTALLED. THESE DOCUMENTS SHALL BE DELIVERED TO THE OWNER IN A NEATLY INDEXED AND LABELED 3-RING BINDER. 9. WHERE REFERENCE IS MADE TO "BUILDING SYSTEMS", THIS SHALL INCLUDE ALL ELECTRICAL, PLUMBING, HVAC, TELEPHONE, AND FIRE ALARM/LIFE SAFETY COMPONENTS. 10. UNLESS SHOWN OTHERWISE, ALL DAMAGE CAUSED BY NEW WORK TO EXISTING AREAS OF THE SUITE, CONSTRUCTION, FINISH CONSTRUCTION, ELECTRICAL OR MECHANICAL SYSTEMS SHALL BE PATCHED / REPAIRED AND / OR CONSTRUCTED TO COMPLY WITH CURRENT GOVERNING CODES. 11. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDA OR BULLETIN APPROVED BY THE CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY (LADBS). 14. ALL WORK PERTAINING TO AND ALL MATERIALS SUPPLIED FOR EXECUTING AND COMPLETING THIS CONTRACT SHALL COMPLY WITH PROVISIONS SPECIFIED IN THE CONTRACT DOCUMENTS AND WITH ALL APPLICABLE LAWS, REGULATIONS AND ORDINANCES GOVERNING WORK INCLUDING, BUT NOT NECESSARILY LIMITED TO THOSE OF:

SECTION # SHEET DRAWN ON

SIM

1 A101

SECTION #

SHEET DRAWN ON

DETAIL CALLOUT

SIM

BUILDING SECTION CUT

A101

SECTION #

SHEET DRAWN ON

A101

SECTION # SHEET DRAWN ON

SIM

A101

WALL SECTION CUT

DETAIL SECTION CUT

GRID NUMBER

GRID BUBBLE

KEYNOTE NUMBER (SEE LEGEND ON SHEET)

DEMOLITION KEYNOTE

KEYNOTE NUMBER (SEE LEGEND ON SHEET)

00.01

NEW CONSTRUCTION KEYNOTE

DOOR NUMBER

116-1

WINDOW CALLOUT

FINISH DESIGNATION

FINISH TAG

LOCATION ON SHEET SHEET WHERE ELEVATION IS DRAWN

NAME ELEV. 0'-0"

A0.00

W. 34

TH ST ./C HIL DS

WA Y

A-004

4 A-004

MUSICK LAW CENTER (LAW) 699 EXPOSITION BLVD. LOS ANGELES, CA 90089

SCOPE OF WORK:

SCOPE OF WORK TO INCLUDE, BUT NOT LIMITED TO DEMOLITION, NEW NON-BEARING METAL STUD WALL, POWER & DATA ALTERATIONS, NEW FINISHES

PROJECT AREA:

EXISTING BUILDING AREA: 152,402 SF SCOPE OF WORK AREA (1ST FLOOR): 1,702 SF

BUILDING INFO:

OCCUPANCY: (B) BUSINESS NUMBER OF STORIES: 4 CONSTRUCTION TYPE: II BUILDING IS FULLY SPRINKLERED

LEGAL DESCRIPTION:

APN: 5039024016 TRACT NO: TR12910

AHF

699 EXPOSITION BOULEVARD LOS ANGELES, CA 90089

PARTITION TAG CEILING HEIGHT - ABOVE FIN. FLR. ELEV. - 0'-0"

OFFICE AREA 110 ALTERATIONS W. 34

BUILDING / PAVING ELEVATION

ISSUED

WA Y

TGF

2014 CITY OF LOS ANGELES ELECTRICAL CODE PUBLISHED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)) (BASED ON 2013 CALIFORNIA ELECTRICAL CODE (BASED ON 2011 NATIONAL ELECTRICAL CODE)) W/ L.A. CITY AMENDMENTS

VPD 5 A-004

2014 CITY OF LOS ANGELES MECHANICAL CODE PUBLISHED BY INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS (IAPMO)) (BASED ON 2013 CALIFORNIA MECHANICAL CODE (BASED ON 2012 UNIFORM MECHANICAL CODE)) W/ L.A. CITY AMENDMENTS 2014 CITY OF LOS ANGELES PLUMBING CODE PUBLISHED BY INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS (IAPMO) (BASED ON 2013 CALIFORNIA PLUMBING CODE (BASED ON 2012 UNIFORM PLUMBING CODE)) W/ L.A. CITY AMENDMENTS

TH ST ./C HIL DS

RGL

NORTH ARROW

SYMBOLS

2014 CITY OF LOS ANGELES GREEN BUILDING CODE PUBLISHED BY CALIFORNIA BUILDING STANDARDS COMMISSION (CBSC) (BASED ON 2013 CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 11 W/ L.A. CITY AMENDEMENTS W/ L.A. CITY AMENDMENTS

PROJECT ADDRESS:

MUSICK LAW CENTER (LAW)

TRUE NORTH

2014 CITY OF LOS ANGELES BUILDING CODE (BASED ON 2013 CALIFORNIA BUILDING CODE (BASED ON 2012 INTERNATIONAL BUILDING CODE)) W/ L.A. CITY AMENDMENTS

UNIVERSITY OF SOUTHERN CALIFORNIA CAPITAL CONSTRUCTION DEVELOPMENT 3434 SOUTH GRAND AVENUE, CDF LOS ANGELES, CA 90089-3162 P| 213-740-1638 F| 213-740-7411

A-004

INTERIOR ELEVATION CALLOUT PLAN NORTH

PROJECT OWNER:

PROJECT

JHH

LOCATION ON SHEET SHEET WHERE ELEVATION IS DRAWN

10'-0"

ELEVATION CALLOUT

A0.00

MUSICK LAW CENTER (LAW) OFFICE 110 ALTERATIONS

ADD ALTERNATE 1: CONTRACTOR SHALL PROVIDE A COST TO PROVIDE HANGER WIRES, SPLAY WIRES, ETC. TO MEET CURRENT CODE REQUIREMENTS IN OFFICE 110C. REFERENCE REMODEL REFLECTED CEILING PLAN

DOOR CALLOUT

WINDOW NUMBER

PROJECT NAME:

ADD ALTERNATES

ABBREVIATIONS

CITY OF LOS ANGELES MUNICIPAL CODE CHAPTER IX BUILDING REGULATIONS

PROJECT INFO & SCOPE

MAXIMUM MECHANICAL MINIMUM MOUNTED MARBLE THRESHOLD METAL MULLION NEW NOT IN CONTRACT NOT TO SCALE ON CENTER OWNER FURNISHED / CONTRACTOR INSTALLED OWNER FURNISHED / OWNER INSTALLED PARTITION PORTLAND CEMENT CONCRETE PLASTIC LAMINATE PLYWOOD PAINTED PATH OF TRAVEL REFERENCE REQUIRED REVERSED ROOF TOP UNIT ROOM RESTROOM SOAP DISPENSER STOREFRONT SIMILAR STANDARDS STEEL SUSPENDED TEMPERED GLASS TOP OF TOP OF TUBE STEEL TOILET PAPER DISPENSER TREATED WOOD TYPICAL UNDER COUNTER REFRIGERATOR UNDERWRITER'S LABORATORIES UNLESS NOTED OTHERWISE WITH WOOD

2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO NOTICE TO PROCEED AND SHALL DOCUMENT EXISTING CONDITIONS OF THE GENERAL PROJECT AREA. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EQUIPMENT AND UTILITY POINTS OF SERVICE. 3. ALL BUILDING SYSTEM SERVICES (IE: WATER, SANITARY, FIRE ALARM, ELECTRIC, ETC.) SHALL REMAIN IN OPERATION THROUGHOUT CONSTRUCTION. ALL NECESSARY INTERRUPTIONS FOR CONNECTION OF NEW WORK SHALL BE PERFORMED AFTER NORMAL BUSINESS HOURS OR AS AGREED TO BY BUILDING OWNER. ANY REQUIRED INTERRUPTIONS OF SERVICE SHALL BE SCHEDULED AND APPROVED BY THE BUILDING OWNER 72 HOURS IN ADVANCE. COST IMPACTS OF AFTER HOURS WORK SHALL BE ANTICIPATED AND INCLUDED IN THE BID PROPOSAL.

PATH OF TRAVEL

WA Y

SHEET NAME COVER SHEET LADBS NOTES LADBS NOTES LADBS NOTES (E) ACCESSIBILITY DETAILS OVERALL FIRST FLOOR PLAN & ENLARGED (E) RESTROOM FLOOR PLAN ENLARGED FLOOR PLANS, CEILING PLANS, DETAILS DETAILS SPECIFICATIONS LEGENDS AND DETAIL PARTIAL FIRST FLOOR DEMOLITION NEW PLANS SPECIFICATIONS ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES ELECTRICAL CLOSEOUT SPECIFICATIONS IDENTIFICATION SPECIFICATIONS DEMOLITION POWER AND NEW POWER PLAN NEW POWER AND LIGHTING PLAN ELECTRICAL DETAIL SINGLE LINE DIAGRAM ENERGY COMPLIANCE FORMS ENERGY COMPLIANCE FORMS ENERGY COMPLIANCE FORMS

AC ACT ADJ AFF ALUM @ BO BOTS CLST CLG CLR CONC CORR CMU CONDEN CONT CJ CG CNTRTOP DIA DISP DWGS (E) EWC EL ELEC EQ EQUIV EJ EXT FIN FE FEC FOS FOW FR GB GL GMMU GYP BD HT HM INSUL INS / PRO JC

SCOPE OF WORK AREA

PA RD EE

SHEET NUMBER A-000 A-001 A-002 A-003 A-004 A-100 A-200 A-300 A-400 M000 M100 M800 E-000 E-001 E-002 E-100 E-200 E-500 E-700 E-800 E-801 E-802 Grand total: 22

BUILDING IN SCOPE OF WORK

OWNER

CONTACT: SHELLY WONG

(E) ITEM

HOH JKP

2014 CITY OF LOS ANGELES ELEVATOR CODE CHAPTER 9, ARTICLE 2 OF THE LOS ANGELES MUNICIPAL CODE PUBLISHED BY AMERICAN SOCIETY OF MECHANICAL ENGINEERS, BARCLAYS, AND BRACKETT (ASME) (BASED ON THE ASME A-17.1-1971 AND CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6 WHICH INCORPORATED ASME A-17.1-1996 BY REFERENCE W/ L.A. CITY AMENDMENTS

MUSICK LAW CENTER (LAW)

USC PROJECT #

USC0001421

DATE

04/12/2016

DRAWN BY

CHECKED BY

PROJECT #

CA13600.05

TITLE

COVER SHEET

NATIONAL REFERENCE STANDARDS FOR STRUCTURAL DESIGN: ASCE 7-05 (MINIMUM STRUCTURAL DESIGN LOADS FOR BUILDING - GRAVITY, WIND, SNOW, SEISMIC) ACI 318-08 (CONCRETE) ACI 530-08 (MASONRY) AISC 360-05; 341-05; 358-05 (STEEL) 2006 NDS (WOOD) PARTIAL LIST OF APPLICABLE STANDARDS (NATIONAL FIRE PROTECTION ASSOCIATION CODE): 2014 CITY OF LOS ANGELES BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35

LI J AS C

SHEET #

APPLICABLE REQUIREMENTS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT

VICINITY MAP

SITE PLAN

1 1" = 50'-0"

A-000

. 07- 3 1- 1 R OF CA L I F O

NO. C-32176

2007 EDITION 2006 EDITION 2008 EDITION

GENERAL PROJECT NOTES

W EXPOSITION BLVD

ENTRANCE 2

PROJECT SITE MUSICK LAW CENTER (LAW)

2010 EDITION 2007 EDITION 2002 EDITION 2002 EDITION 2007 EDITION 2010 EDITION 2010 EDITION

NFPA 80 NFPA 253 NFPA 2001

AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED) STANDPIPE SYSTEMS (CALIFORNIA AMENDED) DRY CHEMICAL EXTINGUISHING SYSTEMS WET CHEMICAL EXTINGUISHING SYSTEMS STATIONARY PIPES PRIVATE FIRE SERVICE MAINS (CALIFORNIA AMENDED) NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) (NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES") FIRE DOOR AND OTHER OPENING PROTECTIVES CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

NFPA 13 NFPA 14 NFPA 17 NFPA 17A NFPA 20 NFPA 24 NFPA 72

A S E D RC H EN A . D I T ON ON

(E) 2" WARNING STRIPE AT STAIR NOSING (TYP)

(E) SLOPED WALKWAY UP 5% MAX SLOPE (E)

12" (E) MIN + TREAD DEPTH

6' - 0" (E) LANDING @ 2% MAX SLOPE EA WAY

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.315.1993

(E) HANDRAIL @ 34" - 38"A.F.F. (TYP)

A-004 TYP

(E) 2" WARNING STRIPE AT STAIR NOSING (TYP)

12" (E) MIN

12' - 0" (E) LANDING @ 2% MAX SLOPE EA WAY

6' - 0" (E) LANDING @ 2% MAX SLOPE EA WAY

FOR STAIR NOSING DETAIL -REF 7/A-004

(E) PLANTER WALL

A-004 TYP

FOR STAIR NOSING DETAIL -REF 7/A-004

6' - 0" (E) LANDING @ 2% MAX SLOPE EA WAY

NOT USED

N.T.S.

NOT USED

N.T.S.

NOT USED

N.T.S.

12" (E) MIN

12" (E) MIN + TREAD DEPTH

(E) SLOPED WALKWAY UP 5% MAX SLOPE (E)

(E) ENLARGED STAIR PLAN

N.T.S.

NOT USED

N.T.S.

5 1/8" = 1'-0"

NOT USED

N.T.S.

(E) ACCESSIBLE PARKING SIGNAGE

N.T.S.

4 3/4" = 1'-0"

PROJECT

NOT USED

N.T.S.

NOT USED

N.T.S.

11 N.T.S.

(E) HANDRAIL NON-CIRCULAR CROSS SECTION

(E) TYPICAL PARKING STRIPING

1/4" = 1'-0"

MUSICK LAW CENTER (LAW)

3 1/8" = 1'-0"

699 EXPOSITION BOULEVARD LOS ANGELES, CA 90089

OFFICE AREA 110 ALTERATIONS ISSUED

NOT USED

N.T.S.

15 N.T.S.

NOT USED

(E) HANDRAIL EXTENSION DETAILS

(E) ACCESSIBLE VAN PARKING

1/2" = 1'-0"

N.T.S.

USC PROJECT #

USC0001421

DATE

04/12/2016

DRAWN BY

CHECKED BY

PROJECT #

CA13600.05

1/8" = 1'-0"

TITLE

(E) ACCESSIBILITY DETAILS

LI J AS C

A S E D RCH EN A . D I T ON ON

TJ E

SHEET #

NOT USED

19 N.T.S.

NOT USED

14 N.T.S.

(E) STAIR NOSING DETAILS

6 1" = 1'-0"

(E) ACCESSIBLE PARKING

1 1/8" = 1'-0"

A-004

. 07- 3 1- 1 R OF CA L I F O

NO. C-32176

NOTE: PROVIDE MIN. 30" x 48" CLEAR FLOOR SPACE IN FRONT OF ACCESSORY TO ALLOW FORWARD OR PARALLEL APPROACH. HIGHEST OPERABLE PART AT MAX 3' - 4" AFF

SAN. NAPKIN DISPOSAL & TISSUE DISPENSER

TOILET TISSUE DISPENSER

12" MAX 42" MIN

30" MIN CLR

12".

17" MAX

24" MIN

44" MAX

FOF

14" MIN 17" MAX

24".

17" MIN 19" MAX

17" MIN 18" MAX

33".

URINAL SCREEN WHERE OCCURS

EQ EQ

54" MIN

36" MIN C 12". L 24". MIN MIN

(E) WATER CLOSET

(E) SOAP DISPENSER

(E) PAPER TOWEL DISPENSER/ WASTE RECEPTACLE

MIRROR / SOAP DISPENSER

NOTES: 1. FLUSH VALVE TO BE LOCATED TO THE WIDE SIDE 2. REF FRAMING DETAILS FOR GRAB BAR BACKING 6" MAX

(E) LAV

(E) TOILET TISSUE DISPENSER

(E) TOILET TISSUE DISPENSER/ FEMININE NAPKIN DISPPOSAL

(E) MIRROR

(E) GRAB BAR

(E) TOILET SEAT COVER DISPENSER

(E) URINAL

(E) DRINKING FOUNTAIN

NOTE: DRAIN AND HOT WATER PIPING SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE ELEMENTS UNDER LAVATORY

VEST 108

17" MIN 19" MAX

8". MIN

17" MIN 19" MAX

FOR (E) RESTROOM SIGNAGE -REF 3 A-100

4 A-100

VEST 111

48" MIN (E)

CORRIDOR 60" DIA CLR E

6". MAX

60" MIN (E)

MENS ROOM 111A

TOP OF CONTROL / SWITCH / OUTLET

30"x48" CLR

60" DIA CLR

34" MAX

46" MAX SIDE APPROACH 44" MAX FRONT APPROACH

40" MAX

48" MAX

TOP OF CONTROL/ SWITCH / OUTLET

SAN. NAP. DISPOSAL / ST CVR DISPENSER

18" MIN (E)

1/4" = 1'-0"

2' - 0" MAX

TEL CLOSET 18" MIN (E) 111B

FF FF CONTROL / SWITCH / CONTROL / SWITCH / OUTLET OUTLET HEIGHT, TYP HEIGHT OVER OBSTRUCTION

NOT USED

LAVATORY

SANITARY NAPKIN DISPOSAL

SEAT COVER DISPENSER

EXIT PATH

WOMENS ROOM 108A

J NOTE: HIGHEST OPERABLE PART AT MAX 3' - 4" AFF

(N) ITEM

60" DIA CLR

KNEE CLEARANCE

PAPER TOWEL DISPENSER / HAND DRYER

9" MIN CLR

27" MIN

CLR

29" MIN

34" MAX

40" MAX

17" MIN

HAND DRYER

NOTE: PROVIDE BLOCKOUT FOR FIXTURE WHERE CONCRETE CURB OCCURS

60" MIN (E)

FOR (E) RESTROOM FIXTURE & ACCESSORY MOUNTING -REF 5 A-100

ACCESSIBLE

18" MIN

URINAL

NOTE: PROVIDE MIN. 30" x 48" CLEAR FLOOR SPACE IN FRONT OF ACCESSORY TO ALLOW FORWARD OR PARALLEL APPROACH. HIGHEST OPERABLE PART AT MAX. 3' - 4" AFF

30"x48" CLR

ACCESSIBLE

ACCESSIBLE TOILET / GRAB BARS

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.315.1993

OVERALL FLOOR PLAN LEGEND

17-1/2". STANDARD

18" MIN (E)

(E) ITEM

TO VALVE

TISSUE DISPENSER

48" MIN (E)

19".

18" MIN (E) 40" MAX

7" - 9"

TO REFLECTIVE SURFACE

NOTE: ACCESSORIES SHALL BE FULLY RECESSED OR SEMI-RECESSED WITH A MAX 3" PROJECTION

18" MIN (E)

CONTROLS, SWITCHES & OUTLETS

(E) RR FIXTURE & ACCESSORY MOUNTING

N.T.S.

(E) RESTROOM SIGNAGE

ENLARGED (E) RESTROOM FLOOR PLAN

1/4" = 1'-0"

1/2" = 1'-0"

2 1/4" = 1'-0"

FOR CONTINUATON OF PATH OF TRAVEL -REF 1 A-000

PROJECT

OFFICE 124A

OFFICE 124B

OFFICE 124C

OFFICE 122A SEMINAR ROOM 120

CLASSROOM 130

OFFICE 110

OFFICE 121

VEST 107D

JAN 125A

STORAGE 127 MENS ROOM 125

WOMENS ROOM 129C CLASSROOM 103

CLASSROOM 101 LOBBY

STORAGE 129B ELEVATOR E1B

PROJ. RM 107A

TRIAL COURT 107

OFFICE 109A

LOBBY

OM VEST 129A

OFFICE 100E

VEST 107C

OFFICE 100A

OFFICE 100D OFFICE 100B

OFFICE 100C

VEST 108

OFFICE AREA 110 ALTERATIONS

CONF 110E

ISSUED

VEST 111 WORK RM OFFICE 110G 110F

MENS ROOM 111A

TEL CLOSET 111B 2 A-100

VEST 129

SEMI 106

CLASSRM 107B STAIRS S1E

OFFICE 104A

OFFICE 104G

OFFICE 104

STAIRS S1C STORAGE 100G

WOMENS ROOM 108A

ELEV LOBBY E1I

CORRIDOR

OFFICE 100

ELEV E1A

699 EXPOSITION BOULEVARD LOS ANGELES, CA 90089

WORKROOM 104F

STAIRS S1D

OFFICE 105

OFFICE 105A OFFICE 104B

OFFICE 104C

OFFICE 104D

OFFICE 105B

OFFICE 105C

OFFICE 105D

USC PROJECT #

USC0001421

DATE

04/12/2016

DRAWN BY

CHECKED BY

PROJECT #

CA13600.05

TITLE

OVERALL FIRST FLOOR PLAN & ENLARGED (E) RESTROOM FLOOR PLAN

OFFICE 104E

A S E D RCH EN A . D I T ON ON

EC T

TJ E

NO. C-32176 EN

. 07- 3 1- 1 R OF CA L I F O

SHEET #

OVERALL FIRST FLOOR PLAN

1 3/32" = 1'-0"

A-100

Room 110J

MUSICK LAW CENTER (LAW)

OFFICE 110C

LI J AS C

STORAGE 132

CORRIDOR

3 A-200

PATH OF TRAVEL = 167' - 0"

1 A-200

OFFICE 122

INTERVIEW 128

STAIRS S1B

SEMINAR ROOM 114 OFFICE 110B

OFFICE 124

SEMINAR ROOM 118

OFFICE 110A

STAIRS S1A

STAIRS

STAIRS S1F

REMODEL RCP LEGEND

PAINT P1

MANUFACTURER: DUNN-EDWARDS 1ST & 2ND COAT: ULTRASHIELD INTERIOR COLOR: DEW 385 LIGHTHOUSE FINISH: EGGSHELL (ES) INSTALLATION: FIELD PAINT

DEMOLITION RCP PLAN LEGEND

OFFICE 110B TYP 09.01

(E) ITEM

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.315.1993

(N) ITEM

KEYNOTE LEGEND

DEMO / REMOVE ITEM

OFFICE 110C

ACOUSTICAL CEILING TILE

MANUFACTURER: DUNN EDWARDS 1ST COAT: ULTRASHIELD INTERIOR 2ND & 3RD COATS: ULTRASHIELD INTERIOR COLOR: MATCH (E) DOOR FRAMES FINISH: SEMI-GLOSS INSTALLATION: DOOR FRAMES

TYP (N) ACOUSTICAL CEILING TILE

ACOUSTICAL CEILING TILE

OFFICE 110

26.01

OFFICE 110

00.04 DEMO / REMOVE ACOUSTICAL CEILING TILE

LIGHT FIXTURES

MANUFACTURER: BURKE TYPE: COVED RUBBER BASE, TS COLOR: 674 CARMINE GRAY HEIGHT: 4" FIRE CLASS: N/A FLAME SPREAD: N/A SMOKE DENSITY: N/A VOC: CERTIFIED LOW EMISSIONS

NUMBER PROVIDE ITEM / WORK 00.01 REMOVE DOOR & FRAME - SALVAGE DOOR & HARDWARE AND DOOR PLAQUE - TURN OVER TO OWNER 00.02 REMOVE OFFICE FURNITURE / EQUIPMENT & REINSTALL AT PROJECT COMPLETION 00.03 DEMO WALL-MOUNTED SHELVING & PLYWD BACKING 00.04 REMOVE ACOUSTICAL CEILING TILE & PROTECT FOR REINSTALLATION 00.05 DEMO CEILING SUSPENSION SYSTEM GRID MEMBER 00.06 DEMO 2X4 LIGHT FIXTURE 00.08 DEMO OFFICE FURNITURE 00.09 DEMO CARPET AT NEW WALL AS REQ'D PER REMODEL PLAN 08.01 FIXED WINDOW - US ALUMINUM 487 SERIES W/ 1/4" CLEAR GLAZING - MATCH FINISH OF (E) WINDOWS IN SUITE 09.01 INSTALL CEILING SUSPENSION SYSTEM GRID MEMBERS & WALL ANGLES AS REQ'D TO ENCLOSE ROOM (12/A-300) 09.02 REINSTALL SALVAGED ACOUSTICAL CEILING TILE 09.04 PATCH AND REPAIR GYP BD & FINISH AS REQ'D TO MATCH (E) 10.02 TACTILE EXIT SIGN (6/A-200) 12.01 REINSTALL OFFICE FURNITURE / EQUIPMENT AT PROJECT COMPLETION 26.01 2x4 LIGHT FIXTURE (REF ELEC)

00.05 TYP

09.02 08.01

COVE BASE CB1

00.06

26.01

MANUFACTURER: DUNN-EDWARDS 1ST & 2ND COATS: ULTRASHIELD INTERIOR COLOR: TO BE DETERMINED FROM MFR'S STANDARD RANGE OF COLORS FINISH: EGGSHELL (ES) INSTALLATION: ACCENT WALLS

00.04

(E) ITEM

(N) ITEM P2

OFFICE 110B

00.05 TYP

09.01 TYP LIGHT FIXTURES

09.02 TYP

HVAC SUPPLY/RETURN

(E) LIGHT FIXTURE ADD ALTERNATE 1: CONTRACTOR SHALL PROVIDE A COST TO PROVIDE HANGER WIRES, SPLAY WIRES, ETC. TO MEET CURRENT CODE REQUIREMENTS IN OFFICE 110C. -REF 12

(E) LIGHT FIXTURE

HVAC SUPPLY/RETURN

CONF 110C

CONF 110E

A-300

1ST FLOOR RCP - REMODEL

INTERIOR FINISHES

1ST FLOOR RCP - DEMOLITION

1/4" = 1'-0"

12" = 1'-0"

FLOOR PLAN LEGEND

REMODEL FLOOR PLAN NOTES

(E) ITEM (N) ITEM 2/10" SPACE BETWEEN CELLS (LETTERS) CALIFORNIA GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED INDIVIDUAL BRAILLE DOTS SHALL EACH BE DISTINCT AND BE ROUNDED OR DOMED IN LIEU OF SQUARE SIDED AND FLAT TOPPED.

1/4" = 1'-0"

DEMOLITION FLOOR PLAN LEGEND

1. PROTECT IN PLACE (E) FIRE - LIFE SAFETY DEVICES. MODIFY FIRE ALARM SYSTEM AS REQUIRED PER REMODEL PLAN. FIRE ALARM MODIFICATIONS SHALL BE DESIGNED, PERMITTED, AND CONSTRUCTED BY AN APPROPRIATELY LICENSED FIRE ALARM CONTRACTOR. 2. PATCH & REPAIR (E)PLASTER & DRYWALL FINISH AS REQ'D TO PROVIDE A CONSISTENT & UNIFORM WALL FINISH THROUGHOUT AREA OF WORK. ALL ROOMS WITHIN THE AREA OF WORK SHALL RECEIVE NEW WALL PAINT. 3. FIRE SPRINKLER MODIFICATIONS SHALL BE DESIGNED, PERMITTED, AND CONSTRUCTED BY AN APPROPRIATELY LICENSED FIRE-SPRINKLER CONTRACTOR. 4. ALL WALLS WITHIN SUITE SHALL RECEIVE NEW PAINT UNO P1 5. REFERENCE 'INTERIOR FINISHES' FOR FINISH INFO 6. PROVIDE CB1 AT ALL NEW WALLS 7. ALL CEILINGS ARE LOCATED AT 10'-0" A.F.F.

AREA OF WORK

DEMOLITION FLOOR PLAN NOTES 1. ALL OFFICE FURNITURE WITHIN SUITE SHALL BE MOVED / REMOVED BY THE CONTRACTOR FOR PAINTING AND THEN RE-INSTALLED ONCE PAINTING IS COMPLETE.

AREA OF WORK (E) ITEM REMOVE / DEMO (E) ITEM

1/10" BY 1/10" GRID

BRAILLE SPACING TEMPLATE

00.02

CHARACTER & BRAILLE STANDARDS

3" = 1'-0"

OFFICE 110A

12.01

OFFICE 110A

00.02 12.01 TEXT & BRAILLE SYMBOLS -REF 8

A-200 P2 FINISH: CHARACTERS, SYMBOLS, PICTOGRAMS AND THEIR BACKGROUNDS SHALL HAVE A NONGLARE FINISH, SUCH AS MATTE, SATIN OR EGGSHELL.

00.02

09.04

00.02

12.01

09.04

OFFICE 110B

12.01

OFFICE 110B

12.01

ALIGN

OFFICE 110

SIGNAGE NOTES

00.03 00.02

110C-A

PROJECT

A-200

OFFICE 110

OFFICE 110C

3" = 1'-0" 1A

00.09

699 EXPOSITION BOULEVARD LOS ANGELES, CA 90089

OFFICE AREA 110 ALTERATIONS ISSUED

CONTRACTED GRADE 2 BRAILLE, RAISED 1/40" MIN, TO BE LOCATED DIRECTLY UNDER OR ADJACENT TO EXIT INFORMATION

12.01

10.02

PROVIDE BACKING @ 18" O.C. VERTICAL ALONG ENTIRE LENGTH OF WALL BETWEEN 2' - 0" A.F.F. AND 6' - 6" A.F.F

EXIT ROUTE SIGN

ALIGN 00.08 00.02

CONF 110E

00.09

MUSICK LAW CENTER (LAW)

00.01

EXIT ROUTE

00.03

CONF 110C

A-200 COLOR & FINISH LEGEND: (A) CONTRASTING COLOR 1 (B) CONTRASTING COLOR 2 P2

TACTILE EXIT SIGNAGE

3" = 1'-0"

04/12/2016

DRAWN BY

CHECKED BY

PROJECT #

CA13600.05

TITLE

OFFICE 110D

WORK RM 110G

DATE

ENLARGED FLOOR PLANS, CEILING PLANS, DETAILS

HEIGHT

WORK ROOM 110E

LI J AS C

A S E D RC H EN A . D I T ON ON

MATCH (E)

08.01

2' - 0" +/MATCH (E)

4' - 4" +/MATCH (E)

USC0001421

. 07- 3 1- 1 R OF CA L I F O

SHEET #

INTERIOR ELEVATION

5 1/4" = 1'-0"

1ST FLOOR PLAN - REMODEL

3 1/4" = 1'-0"

1ST FLOOR PLAN - DEMOLITION

1 1/4" = 1'-0"

A-200

NO. C-32176 7

10' - 0" +/- (E)

(E) CEILING

OFFICE 110F

USC PROJECT #

60" MAX AFF 48" MIN AFF 3/8"

00.08

MTL. PL-8 x 3 x 16 GA. w/ (2) #12 SMS 16" OC (TYP)

DOOR SCHEDULE Mark 110C-A

Width

Fire Rating

Height

3' - 0"

7' - 0"

Frame Type

Frame Material HM

Door Material SCWD

Panic Hardware

Door Finish FF

Hardware Set Door Head 1

Door Jamb

Door Threshold

LESSER OF 8" MAX 0.25 x LENGTH OF END RUNNER

Remarks

0.145" DIA RAMSET 1500 SERIES SHOT PINS (LARR 22668) - EMBED 1 1/2" AT CONC FOAM BACKER ROD

22 / A-300 22 / A-300 N/A HANGER WIRE

DOOR ABBREVIATIONS

DOOR TYPE

REF DOOR SCHED

16 GA MTL STUD (TYP)

FRAME TYPE

JAMB SECTION

REF DOOR SCHED

MTL. STUD PER FLOOR PLAN

#12 SMS 16" OC (TYP)

MTL. PL-8 x 3 x 16 GA

XXXT150-16 GA

XXXS162-16 GA

600S162-16 GA

400S162-16 GA

2070 Business Center Drive, Suite 295, Irvine, California 92612 | P: 949.315.1993

MAIN RUNNER OR CROSS TEE 1/2" MIN

FF FACTORY FINISH HM HOLLOW METAL SCWD SOLID CORE WOOD

SEALANT

14 A-300

(E) CONC STRUCTURE

3 TIGHT TURNS WITHIN 1 1/2" ACOUSTIC CEILING TILE

MODEL TA2714 NRP 4-1/2” x 4-1/2” ML2055 LWA CT6 403

FINISH MATCH (E) MATCH (E) MATCH (E)

MANUFACTURER MCKINNEY CORBIN RUSSWIN ROCKWOOD MFG

A-300

DO NOT FASTEN GYP BD TO TRACK (TYP)

5 W = 0' TO 4'-0"

ALUM POP RIVET

NOTES A

HEADER SECTIONS

FLUSH SWINGING DOOR

W = 4'-1" TO 8'-0"

WALL P3

MTL STUD PER WALL TYPE

WALL ANGLE ATTACHED W/ #6 SMS 32" OC

MTL STUD NOTE: "XXX" REFERENCES STUD DEPTH, REF WALL TYPES

DOOR SCHEDULE

T-BAR CEILING PERIMETER - FIXED

1/4" = 1'-0"

TOP OF WALL ASSEMBLY

3" = 1'-0"

1 1/2" = 1'-0" 1" (TYP)

BRACING WIRE 1" WIDE X 12 GA STL STRAP

MTL STUDS SOUND ATTENUATION INSULATION MTL STUD TRACK -REF 2

12 GA HANGER WIRE MIN (4) PER FIXTURE

(E) MTL DECK

12 GA HANGER WIRE 4'-0" OC MAX (TYP)

3/8" Ø HILTI KB-TZ EXP ANCHOR W/ 2" MIN EMBED (LARR 25701)

A-300 MTL STUD TRACK ATTACHMENT -REF 8

AT BRACING WIRE

A-300 0.145" DIA SHOT PIN W/ 1" MIN EMBED (LARR 25646)

WALL BASE

METAL STUD (E) CONC FLOOR STRUCT

T-BAR CEILING GRID (E) MTL DECK

INSTALLATION: SURROUND EACH PANEL WITH A MAIN RUNNER, CROSS RUNNER, OR LEDGER ANGLE.

COMPONENTS: SYSTEM SHALL SUPPORT NO OTHER COMPONENTS EXCEPT GRILLES OR LIGHT FIXTURES.

2 - #8 SMS EA SIDE TO MAIN RUNNER OR PROVIDE SEISMIC HOLD DOWN CLIPS CAPABLE OF RESISTING ANY DIRECTIONAL FORCE EQUAL TO FIXTURE WEIGHT

HANGER WIRES: MINIMUM 12 GAGE, MAXIMUM 16 SF. NO SPLICES PERMITTED.

PERIMETERS: HANGER WIRE WITHIN 8 INCHES OF SUPPORT OR WITHIN 1/3 OF LENGTH OF END TEE, WHICHEVER IS LESS.

ATTACH SYSTEM TO NOT MORE THAN 2 ADJACENT WALLS; LEAVE 1/2" FREE OF OTHER WALLS.

PROVIDE STRUTS OR 16 GAGE WIRE TO CONNECT FREE END OF CROSS RUNNERS MORE THAN 12 INCHES FROM WALL.

NTS

DISTANCE OF SPLAYED BRACING FROM WALL: MAXIMUM 4 FEET.

SLOPE OF BRACING WIRES: 45 DEGREES FROM PLANE OF CEILING. MAINTAIN WIRES TIGHT; NO SPLICES PERMITTED.

10. THREE TIGHT TURNS REQUIRED AT HANGER WIRE; 4 TIGHT TURNS AT BRACING WIRES, ALL WITHIN 1-1/2". ALIGN WIRES IN DIRECTION OF PULL.

4'0" TY P 12 GA HANGER WIRE

14 A-300

A-300 3 TIGHT TURNS WITHIN 1 1/2"

2".

CROSS TEE

16 A-300

MTL STUD NOTE "XXX" REFERENCES STUD DEPTH, REF WALL TYPES

MIN

WALL TO FLR & PIPE PENETRATION

1 1/2" = 1'-0"

WALL FINISH (TYP.)

FOR MTL TRACK SPLICE REF 3

WALL FINISH (TYP.)

13'-0" MAX

ACOUSTIC CLG TILE

T-INTERSECTION - PLAN

MTL. STUD (TYP.)

INTERSECTION - PLAN

3" = 1'-0"

A-300 18 A-300

END - PLAN

8" MAX. @ JAMB (TYP.) CORNER - PLAN

SUSPENDED T-BAR CEILING

3" = 1'-0"

FASTENER (TYP) BASE TRACK XXXT150 - 20 GA -REF 8

A-300

MTL STUD NOTE 1. "XXX" REFERENCES STUD DEPTH, REF WALL TYPES 2. ALL MTL STUDS SHALL BE PER ICC-ESR 3016

MTL STUD WALL DETAILS

3" = 1'-0"

USC PROJECT #

USC0001421

DATE

04/12/2016

DRAWN BY

CHECKED BY

PROJECT #

CA13600.05

A-300

MTL STUD WALL FRAMING

1" = 1'-0"

2 1/4" = 1'-0"

(E) HEADER BOTTOM TRACK

10 A-300

LESSER OF 8" MAX 0.25 x LENGTH OF END RUNNER (3) #12 SMS METAL STRUT 1/2" MIN

HANGER WIRE

MTL STUD

14 A-300

A-300

DETAILS

CEILING WHERE OCCURS

6" x 16 GA STL PL (2) #12 SMS (TYP)

HORIZ 6" RINGSHANK NAIL

5/8" GYP BD EA. SIDE

MAIN RUNNER OR CROSS TEE

5/8" GYP. BD ON EACH SIDE OF INFILL WALL PROVIDE ACOUSTICAL INSULATION FULL WIDTH OF WALL AT (N) FRAMING

CONTINUE GYP BD TO STRUCTURE ABOVE

METAL STUD WALL FRAMING @ 16" O.C. TO MATCH EXISTING WALL WIDTH

TITLE

(E) STRUCTURE ABOVE METAL STUD

3 TIGHT TURNS WITHIN 1 1/2" 2"

(2) #12 SMS (TYP)

ACOUSTIC CLG TILE

3-5/8" MTL STUD @ 16" OC MAX 362S162 - 20 GA (ICC-ESR 3016) SOUND ATTENUATION INSUL

CUT PART OF TRACK & BEND DOWN

A S E D RC H EN A . D I T ON ON

NOTE: DETAIL IS SIMILAR FOR SILL CONDITION

A-300

SEALANT BOTH SIDES

PLAN

ELEVATION

WALL

(E) FINISHED FLOOR

TRIM ANGLE ATTACHED W/ #6 SMS 32" OC

NO. C-32176

FOR ADDITIONAL FRAMING INFORMATION -REF 2

#8 SMS @ ALL STUD TO RUNNER CONNECTIONS (TYP)

9 A-300

A-300

. 07- 3 1- 1 R OF CA L I F O

SHEET #

WALL INFILL

21 1/2" = 1'-0"

T-BAR CEILING PERIMETER - SLIP JOINT

16 3" = 1'-0"

MTL STUD BACKING

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

MTL STUD LINTEL CONNECTION

6 1/2" = 1'-0"

WALL TYPE 1A

1 1" = 1'-0"

FIRESTOPPING AT OPENINGS, VOIDS, & PENETRATIONS

MTL STUD BASE TRACK -REF 2

A-300

(N) 16 GA. TRACK W/ 2 ROWS OF #10 S.M.S. @ 24" O.C. (STAGGERED) (E) DOOR JAMB FRAMING

7' - 0" +/VIF

METAL STUD BACKING -REF 11

SECTION A

4" +/VIF

MTL STUD LINTEL CONNECTION -REF 6 A-300

14' - 0"

NOTE: MTL STUDS SHALL BE PER ICC-ESR 1464 3' -

A-300 METAL STUD 16" OC MAX, XXXS162 - 20 GA -REF 7

2. FOR ADDITIONAL NOTES A-300

HANGER WIRE TO CEILING GRID

ISSUED

METAL STUD OPENING FRAMING -REF 5

OPENING PER PLAN

DOUBLE MTL. STUDS

17 A-300

NOTES: 19 1. FOR GRILLE / DIFFUSER AND LIGHT FIXTURE A-300 ATTACHMENT

OFFICE AREA 110 ALTERATIONS

NOTE: BRIDGING CHANNEL NOT REQ'D WHERE GYP BD IS INSTALLED BOTH SIDES

13'-0" MAX.

A-300

699 EXPOSITION BOULEVARD LOS ANGELES, CA 90089

SLOTTED TRACK XXXSLT250 - 20 GA -REF 4 A-300

METAL STUD (TYP.)

MUSICK LAW CENTER (LAW)

3 1/2" = 1'-0"

FROM BRACING WIRES TO COMP POST & X-RUNNER

NOTE: FRAME DEPTH TO BE DETERMINED BY OVERALL WALL THICKNESS

DOOR HEAD / JAMB

BOTTOM TRACK SPLICE DETAIL

MTL STUD TRACK SPLICE

17 A-300

MAIN RUNNER (TYP)

ANCHORS PER MANUFACTURER'S RECOMMENDATIONS @ 30" OC MAX & WITHIN 6" FROM EA END / CORNER

CONC SLAB EXTRA ANCHOR

FRAME DEPTH

15 A-300

MA 2" X 2 MA " X

1/2"

#8 SMS EA. LEG

14 A-300

12 GA HANGER WIRES 4'-0" OC EA WAY W/ (3) TIGHT TURNS IN 1 1/2" BOTH ENDS (TYP)

MTL STUD MTL STUD TRACK

(E) CONC FLOOR

MAX

MAIN RUNNER HOLLOW METAL DOOR FRAME

BASE TRACK

17 CROSS RUNNER A-300 (TYP)

P TY 0" 4'-

FOR HEADER / JAMB FRAMING - REF 2

XXXS125-20 GA x 16" LONG

MAX.MAX.

PIPE/CONDUIT PENETRATION

(E) COMPRESSION STRUT WHERE OCCURS

GYP BD

0.145" DIA RAMSET 1500 SERIES SHOT PINS @ 16" OC MAX (LARR 22668) - EMBED 1 1/2"

TOP TRACK SPLICE DETAIL

6" = 1'-0"

REF WALL TYPE

12 GA BRACING WIRE W/ (4) TIGHT TURNS IN 1 1/2" BOTH ENDS TYP

PROJECT

CUT OPENING

13. SUSPENSION SYSTEM: HEAVY DUTY

6" EXTRA ANCHOR

1" MAX. TYP.

MTL STUD PER WALL TYPE

12. LIGHT FIXTURES: ATTACH TO CEILING SYSTEM TO RESIST HORIZONTAL FORCE EQUAL TO WEIGHT OF FIXTURE.

SUSPENDED T-BAR CEILING NOTES

PIPE/CONDUIT

MTL STUD WHERE OCCURS

11. SEPARATE WIRES 6 INCHES FROM UNBRACED DUCTS, PIPES OR CONDUIT. CONDUIT 3/4" DIAMETER OR LESS MAY BE ATTACHED TO WIRES USING APPROVED CONNECTORS.

1 1/2" = 1'-0"

MTL STUD FRAMING

BASE TRACK

XXXS125-20 GA x 16" LONG

SPLAYED BRACING: SETS OF FOUR, 12 GAGE MINIMUM, MAXIMUM SPACING OF 12 x 8 FEET. PROVIDE VERTICAL COMPRESSION STRUT AT EACH SET OF BRACING WIRES.

LIGHT FIXTURE AT T-BAR CLG

3" = 1'-0" SLOTTED TRACK (TYP)

SUSPENSION SYSTEM

SLOTTED MTL TRACK

3" = 1'-0"

1" MIN. TYP.

WIRE HANGER PLACED ON DIAGONAL CORNERS (2) EXCEPT 4'x4' FIXTURES SHALL HAVE HANGERS AT EACH CORNER (4 TOTAL)

WALL BASE

3" = 1'-0"

1/2"

HANGER WIRE TO METAL DECK

1 1/2" = 1'-0" LIGHT FIXTURE (56 LBS MAX)

NOT USED

/2" 11

1.25".

NTS

/2" 21

AT HANGER WIRE

HANGER WIRE

" 1/2

SEALANT & BACKER ROD

13 GA x 3/4" CEILING CLIP

MECH DIFFUSER AT T-BAR CLG

" 1/2

FLOOR FINISH

(E) CONC FILL

ACOUSTIC TILE CEILING PANEL

#8 x 9/16" LONG WAFER HEAD SCREW ON BOTH SIDES F RE ALL W PE TY

3 TIGHT TURNS IN 1 1/2" (TYP)

NOT USED

SLOTTED TRACK ICC ESR1042

GYP BD

(E) CONC FILL

PREFAB DIFFUSER (REF MECH)

MTL STUD OPENING FRAMING

DOOR FRAME FINISH SHALL BE

LI J AS C

DEVICE (3) HINGE (1) CLASSROOM LOCKSET (1) WALL STOP

16 GA SLOTTED TRACK -REF

1/2" GAP

HARDWARE SET 1

REF DOOR SCHED

DOOR HARDWARE SET

REF DOOR SCHED