sample portfolio work

AA

00

0

A0.00

A1

A2A4

A3

A0.00

A1

ELEVATION CALLOUT

INTERIOR ELEVATIONCALLOUT

LOCATION ONSHEET

SHEET WHEREELEVATION ISDRAWN

GRID BUBBLEGRID NUMBER

DEMOLITION KEYNOTEKEYNOTE NUMBER (SEELEGEND ON SHEET)

NEW CONSTRUCTIONKEYNOTEKEYNOTE NUMBER (SEE

LEGEND ON SHEET)

DOOR CALLOUTDOOR NUMBER

WINDOW CALLOUTWINDOW NUMBER

LOCATION ONSHEET


BUILDINGSECTIONCUT

SECTION #

SHEETDRAWN ON

A1011

SIMSECTION #SHEETDRAWN ON

DETAILCALLOUT

BUILDING / PAVINGELEVATION

PLAN NORTH NORTH ARROW

RECESSED FIREEXTINGUISHER CABINET

WALL MOUNTED FIREEXTINGUISHER

EXISTING WALL /PARTITION

8' - 6" CEILING HEIGHT - ABOVEFIN. FLR. ELEV. - 0'-0"

1i PARTITION TAG

WALLSECTIONCUT

SECTION #

SHEETDRAWN ON

DETAILSECTIONCUT

SECTION #SHEETDRAWN ON

TRUE NORTH

FE

FEC

116-1

P-1 FINISH TAGFINISH DESIGNATION

1A101

SIM

1A101

SIM

1

A101

SIM

NAMEELEV. 0'-0"

?00

A EQUIPMENT TAGEQUIPMENT DESIGNATION

1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE INCONFORMANCE WITH THE BUILDING AUTHORITIES HAVINGJURISDICTION OVER THIS WORK AND OCCUPANCY. ALLCONTRACTORS SHALL EXECUTE THEIR WORK IN COMPLIANCE WITHTHE CODES LISTED HEREIN. ALL WORK SHALL BE EXECUTED UNDERPROPER BUILDING PERMITS AS REQUIRED BY THE AUTHORITIESHAVING JURISDICTION OVER THIS PROJECT.

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

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

4. ALL BUILDING SYSTEM SERVICES (IE: WATER, SANITARY, FIREALARM, ELECTRIC, ETC...) SHALL REMAIN IN OPERATION THROUGHOUTCONSTRUCTION. ALL NECESSARY INTERRUPTIONS FOR CONNECTIONOF NEW WORK SHALL BE PERFORMED AFTER NORMAL BUSINESSHOURS OR AS AGREED TO BY BUILDING OWNER. ANY REQUIREDINTERRUPTIONS OF SERVICE SHALL BE SCHEDULED AND APPROVEDBY THE BUILDING OWNER 72 HOURS IN ADVANCE. COST IMPACTS OFAFTER HOURS WORK SHALL BE ANTICIPATED AND INCLUDED IN THE BIDPROPOSAL.

5. CONTRACTOR SHALL USE ONLY THOSE ENTRANCES AND PARKINGFACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALLMATERIAL DELIVERIES SHALL BE SCHEDULED SO AS TO MINIMIZEDISRUPTIONS TO THE BUILDING OCCUPANTS.

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

7. CONTRACTOR SHALL USE THE EXISTING BUILDING IN A MANNERWHICH WILL NOT DEFACE OR DAMAGE THE EXISTING FACILITIES IN ANYFASHION. ALL DAMAGE BY CONTRACTOR AND THEIR FORCES SHALL BEREPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THEBUILDING'S OWNER. PROVIDE PROTECTIVE MATERIAL AS WARRANTED.

8. THE CONTRACTOR SHALL FIELD MEASURE ALL DISTANCES ANDCLEARANCES PRIOR TO COMMENCEMENT OF NEW WORK ORORDERING OF MATERIALS. ANY DEVIATIONS FROM THECONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THE ARCHITECTPRIOR TO PROCEEDING WITH THAT PORTION OF WORK. THECONTRACTOR SHALL NOT SCALE ANY DRAWINGS WITHIN THECONSTRUCTION DOCUMENTS. ANY DISCREPANCIES SHALL BERESOLVED BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDINGWITH THAT WORK.

9. CONTRACTOR SHALL SCHEDULE ALL WORK TO AVOID INTERRUPTIONS TOADJACENT AREAS. ALL DISRUPTIVE WORK SHALL BE SCHEDULED ANDPERFORMED BEFORE / AFTER NORMAL BUSINESS HOURS OF THEDEPARTMENT. WORK STOPPAGE DUE TO VIBRATIONS, ETC. THAT DISTURBTHE OCCUPANTS WILL NOT BE GROUNDS FOR ADDITIONAL CHARGES ORCHANGE ORDERS.

10. ANY EXISTING ELEC., PLUMB OR HVAC DEVICES OR SYSTEMS WHICH ARENEEDED TO MAINTAIN THE OPERATIONS OF THE SYSTEM, SHALL BE CAPPEDOFF OR REROUTED AS NECESSARY TO MAINTAIN SYSTEM, REGARDLESS IFINDICATED HEREIN.

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

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

13. ALL SMOKE AND FIRE RATED WALLS SHALL BE LABELED ABOVE THECEILING WITH RED, PAINTED STENCILED LETTERING IDENTIFYING THE WALLRATING AND STATING "PROTECT ALL PENETRATIONS." STENCILED LABELINGSHALL OCCUR ON BOTH SIDES OF EACH SMOKE AND FIRE RATED WALL ATNOT MORE THAN 20 FEET ON CENTER AND ALL WALL TERMINATION ORCHANGES IN DIRECTION SHALL BE DESIGNATED WITH A VERTICAL LINE.

14. SHOP DRAWINGS AND / OR SUBMITTALS FOR PRODUCTS, MATERIALS,ASSEMBLIES, AND SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS SHALLBE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT PRIOR TOFABRICATION IN ORDER TO VERIFY GENERAL CONFORMANCE WITH THECONTRACT DOCUMENTS. SHOP DRAWINGS AND SUBMITTALS MUST BEAR AREVIEW STAMP FROM THE CONTRACTOR PRIOR TO BEING SUBMITTED TO THEARCHITECT. SHOP DRAWING REVIEW AND APPROVAL SHALL NOT RELIEVEANY PARTY FROM MAINTAINING COMPLIANCE WITH THE CONTRACTDOCUMENTS.

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

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 FORSUSPENDED EQUIPMENT, LIGHT FIXTURES, DIFFUSERS ANDGRILLES.C. FLOOR FINISHES TO CONCRETE INCLUDING: CARPET, RVT,SHEET VINYL, CERAMIC TILE, ETC. GRIND SMOOTH,ROUGHEN AND/OR ETCH RO LEAVE FLOOR SUBSTRATES INPROPER CONDITION TO RECEIVE NEW SCHEDULED FLOORFINISH AS RECOMMENDED BY SURFACE FINISHMANUFACTURER.

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.

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

4. OWNER WILL OCCUPY EXISTING BUILDING DURING LIFE OF THISCONTRACT. SCHEDULE ALL WORK AT SUCH TIME AND IN SUCH AMANNER TO MINIMIZE INTERFERENCE TO PUBLIC, STAFF AND OWNER'SOPERATIONS. CONTRACTOR MUST OBTAIN APPROVAL OF OWNERBEFORE STARTING ANY WORK WITHIN ANY EXISTING AREA OF BUILDING.

5. AREA IMMEDIATELY SURROUNDING ALL AREAS OF WORK SHALL BEPROTECTED FROM DANGER OF MATERIALS BEING DROPPED ORDISLODGED.

6. WORK SHALL BE CARRIED OUT IN A MANNER THAT WILL NOT IMPOSEAVOIDABLE HARDSHIP, DANGER, OR INCONVENIENCE TO PUBLIC ORSTAFF. WORK SHALL BE PLANNED SO AS TO MINIMIZE SHUTDOWN TIMEOR ANY SERVICE.

7. LIMIT DURATION OF EACH SUCH DISRUPTION OF SERVICE ASAPPROVED BY OWNER.

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

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

10. MAINTAIN FIRE PROTECTION AND FIRE ALARM SYSTEMS AT ALL TIMESWITHIN EXISTING FACILITIES.

11. REVIEW ALL EXISTING CONDITIONS, DRAWINGS AND OTHERDOCUMENTS FOR PROPER COORDINATION BETWEEN NEW AND EXISTINGCONSTRUCTION.

12. ACTIVE UTILITIES WHOSE LOCATIONS ARE UNKNOWN TO OWNER ARESUSPECTED TO EXIST. CONTRACTOR SHALL BE CAUTION OF THEIREXISTENCE. IF THEY ARE ENCOUNTERED, IMMEDIATELY REPORT TOOWNER FOR DIRECTION.

13. LIMIT USE AND OPERATION AT SITE TO "LIMITS OF CONSTRUCTION,"INDICATED AND REQUIRED TO PERFORM WORK. PORTIONS OF SITEBEYOND AREA OF REQUIRED WORK SHALL NOT BE DISTURBED WITHOUTWRITTEN APPROVAL OF OWNER.

14. LIMIT USE AND OPERATION WITHIN EXISTING FACILITIES TO AREASINDICATED FOR CONSTRUCTION WORK AND AS REQUIRED TO PERFORMWORK. OTHER AREAS WITHIN FACILITY SHALL NOT BE DISTURBED ORDISRUPTED.

15. DAMAGES TO EXISTING STRUCTURE, UTILITIES AND OTHER ITEMSWHICH ARE CAUSED BY CONTRACTOR'S OPERATIONS SHALL BEREPAIRED OR REPLACED TO THEIR ORIGINAL CONDITION.

16. MAINTAIN AND KEEP CLEAR ALL REQUIRED FIRE EXITWAYSTHROUGHOUT FACILITY WITHIN AND IN VICINITY OF CONSTRUCTIONAREAS. COORDINATE ALTERNATE TEMPORARY EGRESS ROUTES WITHOWNER AND LOCAL FIRE AUTHORITY.

17. THE DEMOLITION DRAWINGS FOR ARCHITECTURAL AND ENGINEERINGWORK HAVE BEEN PREPARED USING (AS DESIGNED) DOCUMENTSPROVIDED BY THE OWNER. NEITHER THE OWNER NOR THE ARCHITECTWARRANT THESE TO BE (AS-BUILT) DOCUMENTS AND ACTUALCONDITIONS MAY VARY.

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

19. PROVIDE TEMPORARY DUST, SIGHT, AND SOUND BARRIERSWHEREVER NECESSARY TO LIMIT THE AMOUNT OF NOISE, DUST ANDVISUAL POLLUTION WITHIN AND AROUND THE FACILITY, TO MAINTAINOCCUPANCY AND USE OF OCCUPIED AREAS IN THE EXISTINGBUILDING 24 HOURS PER DAY. THE EXACT LOCATION AND QUANTITYOF TEMPORARY BARRIERS IS TO BE DETERMINED BYCONSTRUCTION SCHEDULE AND WORK SEQUENCE. INTERIORPARTITIONS ARE DEFINED FOR THESE PURPOSES AS FULL HEIGHT3-5/8" METAL STUD WITH GWB FINISH, PAINTED (COLOR AS SELECTEDBY OWNER), SOUND INSULATED WITH FULL HEIGHT 2" (UNFACED)SOUND ATTENUATION BLANKETS, AND SEALED TOP, BOTTOM, ANDENDS TO PREVENT THE PASSAGE OF DUST AND NOISE.

20. DO NOT DISTURB (E) BUILDING FIREPROOFING.

BUILDING INFO

(B) AMBULATORY CAREOCCUPANCY TYPE:

CONSTRUCTION TYPE:

AUTOMATIC SPRINKLERS:

NUMBER OF STORIES:

2ND FLOOR GROSS AREA:

TYPE V-B

YES

2 STORIES

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.

BUILDING GROSS AREA: 47,398 SF

2861-009-042ASSESSOR'S PARCEL #:

SITE PLAN LEGEND(E) ITEM

SCOPE OF WORK AREA (2ND FLOOR)

PROPERTY LINE

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

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

PROJECTSITE

VALENCIA BLVD.

CITR

US S

T.

MAGIC MOUNTAIN PKWY.

CREEKSIDE RD.

MC BEAN PKW

Y.

W DEL MONTE DR.

MEDICAL OFFICEBUILDING

VALE

NCIA B

OULEVA

RD

PARKINGLOT

PARKINGLOT

PARKINGLOT

PARKINGLOT

1ST FLOORSUITE 110:2,798 SF


2ND FLOORSUITE 210:2,732 SF










A0.11

5

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA

23823 W VALENCIA BOULEVARDSANTA CLARITA, CA 91355

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

Sheet Title:

Agency Approval:

Project Title:

Checked:Date:

Architect/Engineer of Record

Drawn:

TENANT IMPROVEMENTSUITE 240, 250, 260

G0.1COVER SHEET

CA13500.90 FR

JD12/30/15

Ø DIAMETER OR ROUND+/- PLUS/MINUS# POUND OR NUMBER% PERCENT@ AT° DEGREE

CENTER LINEANGLEPROPERTY LINE

AB ANCHOR BOLTABS ABSOLUTEAC ASPHALTIC CONCRETEACC ACCESSIBLE WORKSTATIONACOUS ACOUSTICALADJ ADJACENTAFF ABOVE FINISH FLOORALUM ALUMINUMANSI AMERICAN NATIONAL

STANDARDS INSTITUTEARCH ARCHITECTURALBD BOARDBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBTWN BETWEENC CHANNELCER CERAMICCF CUBIC FEETCFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLEDCFOI CONTRACTOR FURNISHED,

OWNER INSTALLEDCJ CONTROL JOINTCLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCONC CONCRETECONT CONTINUOUSCORR CORRIDORCR CLASSROOMCTSK COUNTER SUNKCTC CENTER TO CENTERd PENNYDBL DOUBLE

OFOI OWNER-FURNISHEDOWNER-INSTALLED

OH OPPOSITE HANDOTO OUT TO OUTPA PUBLIC ADDRESSPE PAD ELEVATIONPERP PERPENDICULARPH PANIC HARDWAREPL PLATEPLAM PLASTIC LAMINATEPLUMB PLUMBINGPLYWD PLYWOODPM PARTITION MOUNTEDPOC POINT OF CONNECTIONPR PAIRPREP PREPAREPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPVC POLYVINYL CHLORIDER RISER, RADIUSRD ROOF DRAINREC RECESSEDREF REFERENCEREQ REQUIREDRM ROOMRWL RAIN WATER LEADERRO ROUGH OPENINGSCHED SCHEDULESECT SECTIONSF SQUARE FEETSHT SHEETSIM SIMILARSM SURFACE MOUNTEDSMS SHEET METAL SCREWSOV SHUT OFF VALVESPEC SPECIFICATIONSST STAINLESS STEELSTD STANDARDSTL STEELSTRUCT STRUCTURALT&B TOP AND BOTTOMTEMP TEMPORARYTO TOP OFTOC TOP OF CURBTOD TOP OF DRAIN

DEL DELETEDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDL DOOR LOUVERDN DOWNDP DISABLED PERSON

ACCESSIBLEDS DOWNSPOUTDWG DRAWINGEA EACHEJ EXPANSION JOINTELEV ELEVATIONELEC ELECTRICALEMT ELECTRICAL METAL TUBINGENCL ENCLOSUREENGR ENGINEEREOS EDGE OF SLABEQ EQUALEQPT EQUIPMENTEW EACH WAY(E) EXISTINGEXP ECPANSIONEXT EXTERIORFA FIRE ALARMFD FLOOR DRAINFDC FIRE DEPARTMENT

CONNECTIONFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER

W/CABINETFF FINISH FLOORFG FINISH GRADEFH FIRE HYDRANTFHC FIRE HOSE W/ CABINETFHWS FLAT HEAD WOOD SCREWFL FLOORFO FACE OFFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFS FINISH SURFACE

FT FOOT OF FEETFTG FOOTINGGA GAUGEGALV GALVANIZEDGB GYPSUM BOARDGFRC GLASS FIBER REINFORCED CONCRETEGYP GYPSUMHB HOSE BIBHDWE HARDWAREHM HOLLOW METALHOR HORIZONTALHR HOURHVAC HEATING VENTILATION AIRID INSIDE DIAMETERIN INCH OR INCHESINT INTERIOR

INV INVERTJBOX JUNCTION BOXJAN JANITOR CLOSETLAV LAVATORYLB(S) POUND(S)MAX MAXIMUMMB MACHINE BOLTMDF MEDIUM DENSITY

FIBERBOARDMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTL METAL(N) NEWNIC NOT IN CONTRACTNO NUMBERNR NON RATEDNTS NOT TO SCALENTS NOT TO SCALEO/ OVEROA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER-FURNISHED

CONTRACTOR-INSTALLED

TOP TOP OF PARAPETTOPL TOP OF PLATETOR TOP OF RIDGETOS TOP OF SLABTOW TOP OF WALLTST TOP OF STEELTV TELEVISIONTYP TYPICALUC UNERCUTUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVERT VERTICALW WIDE FLANGEW/ WITHW/O WITHOUTWD WOODWH WATER HEATERWI WOODWORK INSTITUTEWIN WINDOWWP WATERPROOFWS WOOD SCREWWT WEIGHTWWF WELDED WIRE FABRICx BYYD YARD

NOTE:OTHER ABBREVIATIONS USED ON THESEDRAWINGS ARE CONSIDERED STANDARDSIN THE BUILDING INDUSTRY. CONTACTARCHITECT FOR NECESSARYCLARIFICATION.

SHEETNUMBER SHEET NAME

ISSUEDATE

G0.1 COVER SHEET 12/30/15G0.2 NON RESIDENTIAL ALTERATIONS AND ADDITIONS

CHECKLIST12/30/15

G0.3 SPECIFICATIONS 12/30/15G0.4 SPECIFICATIONS 12/30/15G0.5 SPECIFICATIONS 12/30/15A0.1 SITE ACCESSIBILITY PLAN & DETAILS 12/30/15A1.1 OVERALL GROUND FLOOR EXITING AND

ACCESSIBILITY PLAN12/30/15

A1.2 OVERALL SECOND FLOOR EXITING ANDACCESSIBILITY PLAN

12/30/15

A1.3 ROOF PLAN & OVERALL EXITING 2ND FLOOR PLANCALCULATIONS

12/30/15

A2.1 OVERALL SECOND FLOOR PLAN 12/30/15A3.1 REMODEL FLOOR & CEILING PLAN 12/30/15A3.2 REMODEL FLOOR & CEILING PLAN 12/30/15A3.3 REMODEL FLOOR & CEILING PLAN 12/30/15A4.1 ENLARGED PLANS & INTERIOR ELEVATIONS 12/30/15A4.2 ENLARGED PLANS & INTERIOR ELEVATIONS 12/30/15A4.3 INTERIOR ELEVATIONS 12/30/15A5.1 FINISH FLOOR PLAN & INTERIOR FINISHES 12/30/15A6.1 DOOR SCHEDULE & DETAILS 12/30/15A7.1 FRAMING & ROOFING DETAILS 12/30/15A7.2 CEILING DETAILS 12/30/15A7.3 CASEWORK AND MISC. DETAILS 12/30/15A7.4 ACCESSIBILITY & MISC. DETAILS 12/30/15M1.0 MECHANICAL GENERAL NOTES & ABBREVIATIONS 12/30/15M1.01 MECHANICAL GENERAL NOTES CONT'D 12/30/15M1.1 SCHEDULES 12/30/15M1.2 TITLE 24 12/30/15M1.3 TITLE 24 12/30/15M1.4 TITLE 24 12/30/15M1.5 TITLE 24 12/30/15M1.6 TITLE 24 12/30/15M1.7 TITLE 24 12/30/15M1.8 TITLE 24 12/30/15M1.9 TITLE 24 12/30/15M1.10 TITLE 24 12/30/15M2.0 MECHANICAL OVERALL 1ST FLOOR REFERENCE 12/30/15M2.1 MECHANICAL SECOND FLOOR PARTIAL DEMOLITION

PLAN12/30/15

M2.2 MECHANICAL SECOND FLOOR PARTIAL REMODELFLOOR PLAN

12/30/15

M2.3 MECHANICAL ROOF PLAN 12/30/15M2.4 MECHANICAL SUITE 240 PLAN 12/30/15M2.5 MECHANICAL SUITE 250 PLAN 12/30/15M2.6 MECHANICAL SUITE 260 PLAN 12/30/15M3.0 MECHANICAL DETAILS 12/30/15M3.1 MECHANICAL DETAILS 12/30/15M3.2 MECHANICAL DETAILS 12/30/15P1.01 PLUMBING LEGEND, NOTES, & CALCULATIONS 12/30/15P1.02 PLUMBING SCHEDULES 12/30/15P1.03 TITLE 24 12/30/15P1.04 TITLE 24 12/30/15P2.00 PLUMBING OVERALL BASEMENT PLAN (REF. ONLY) 12/30/15

P2.01A PLUMBING OVERALL FIRST FLOOR WASTE & VENTPLAN (REF. ONLY)

12/30/15

P2.01B PLUMBING OVERALL FIRST FLOOR OVERALL HOT &COLD WATER PLAN (REF. ONLY)

12/30/15

P2.1A PLUMBING OVERALL WASTE AND VENT OVERALLSECOND FLOOR DEMO PLAN

12/30/15

P2.1B PLUMBING OVERALL SECOND FLOOR. COLD & HOTWATER DEMO PLAN

12/30/15

P2.2A PLUMBING OVERALL WASTE AND VENT OVERALLSECOND FLOOR PLAN

12/30/15

P2.2B PLUMBING OVERALL COLD AND HOT WATERSECOND FLOOR PLAN

12/30/15

P2.3 PLUMBING OVERALL ROOF PLAN 12/30/15P2.4A PLUMBING SUITE 240 WASTE & VENT PLAN 12/30/15P2.4B PLUMBING SUITE 240 COLD & HOT WATER PLAN 12/30/15P2.5A PLUMBING SUITE 250 WASTE & VENT PLAN 12/30/15P2.5B PLUMBING SUITE 250 COLD & HOT WATER PLAN 12/30/15P2.6A PLUMBING SUITE 260 WASTE & VENT PLAN 12/30/15P2.6B PLUMBING SUITE 260 COLD & HOT WATER PLAN 12/30/15P3.00 PLUMBING DETAILS 12/30/15E0.1 GENERAL NOTES, SYMBOLS, ABBREVIATIONS AND

SHEET INDEX12/30/15

E0.2 SINGLE-LINE DIAGRAM 12/30/15E0.3 LIGHTING FIXTURE SHCEDULE AND CUT SHEETS 12/30/15E0.4 PANEL SCHEDULES 12/30/15E0.5 TITLE 24 12/30/15E0.6 TITLE 24 12/30/15E2.0 DEMO OVERALL 2ND FLOOR PLAN 12/30/15E2.1 DEMO POWER AND LIGHTING PLANS SUITE 240 12/30/15E2.2 DEMO POWER AND LIGHTING PLANS SUITE 250 12/30/15E2.3 DEMO POWER AND LIGHTING PLANS SUITE 260 12/30/15E3.0 OVERALL 2ND FLOOR PLAN 12/30/15E3.1 POWER AND LIGHTING PLANS SUITE 240 12/30/15E3.2 POWER AND LIGHTING PLANS SUITE 250 12/30/15E3.3 POWER AND LIGHTING PLANS SUITE 260 12/30/15E3.4 ROOF PLAN 12/30/15E4.0 SPECIFICATIONS SHEET 12/30/15E5.0 ELECTRICAL DETAILS 12/30/15

Grand total: 80

REMODEL EXISTING TENANT SUITEINCLUDING NEW NON-BEARING WALLS,CASEWORK, DOORS & HARDWARE,CEILINGS, LIGHTING, AND MODIFICATIONS TOMECHANICAL, PLUMBING,AND ELECTRICAL SYSTEMS.

PROJECT INFO & SCOPE

CITY OF HOPE NATIONAL MEDICAL CENTER1500 EAST DUARTE ROADDUARTE, CA 91010-3000

PROJECT NAME:

PROJECT TENANT:

SCOPE OF WORK:

UNDER SEPARATEPERMIT:

MEDICAL OFFICE TENANT IMPROVEMENTSSUITE 240, 250, 260.

FIRE ALARMAUTOMATIC FIRE SPRINKLERSDEMOLITION

GENERAL NOTES

GENERAL DEMOLITION NOTES

ABBREVIATIONS

SYMBOL LEGENDAPPLICABLE CODES

VICINITY MAP

SHEET INDEX

EXISTING ACCESSIBILITY ITEMS SERVINGAREA OF WORK ARE FULLY COMPLIANT WITHTHE 2013 CALIFORNIA BUILDING CODE

ACCESSIBILITY SCOPEOF WORK:

REFERENCE SHEET G0.2CALGREEN SCOPE OFWORK:

MEDICAL OFFICE TENANT IMPROVEMENT23823 W VALENCIA BOULEVARD, SANTA CLARITA, CA 91355

2013 CALIFORNIA BUILDING CODE AND THE 2012 INTERNATIONAL BUILDING CODE

2013 CALIFORNIA ELECTRICAL CODE AND THE 2011 NATIONAL ELECTRICAL CODE

2013 CALIFORNIA PLUMBING CODE AND THE 2012 UNIFORM PLUMBING CODE

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 INTERNATIONFIRE CODE

2013 CALIFORNIA EXISTING BUILDING CODE, TITLE 24, PART 10 C.C.R. BASED ON THE2012 INTERNATIONAL EXISTING BUILDING CODE

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

2013 CALIFORNIA REFERENCED STANDARDS CODE,TITLE 24, PART 12 C.C.R.

PARTIAL LIST OF APPLICABLE STANDARDS (NATIONAL FIRE PROTECTION ASSOCIATIONCODE):

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

NFPA 13 AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED)2013 ED

NFPA 14 STANDPIPE SYSTEMS (CALIFORNIA AMENDED) 2013 ED

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 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2013 ED

NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2012 ED

APPLICABLE REQUIREMENTS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT

PROJECT DIRECTORY

SANTA CLARITA - SUITES 240, 250, 260MEDICAL OFFICE TENANT IMPROVEMENTTHIS IS NOT AN OSHPD III PROJECT

PROJECT TYPE:

1" = 40'-0"

1SITE PLAN

BIDDING ALTERNATES

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

OWNER

24515 Kansas St.Newhall, CA 91321

818.290.3337 (P)

Valencia Blvd.Investment Partners, LLC

ARCHITECT

Studio+ Architecture2070 Business Center Drive, #295Irvine, CA 92612

Jason Dontje, NCARB, LEED AP BD+C949.228.7528 (P)

MPE ENGINEER

Mistry Engineering, Inc.26410 Brooks CircleStevenson Ranch, CA 91381

Jamshed (Jim) N. Mistry, P.E., LEED AP BD+C661.284.3055 (P)

PROJECT MANAGER

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

Loren Lavi, LEED GA310.717.3433 (P)

Intelisyn

GENERAL CONTRACTOR

28338 Constellation Road, #900Valencia, CA 91355

Dale Donohoe661.702.2200 (P)

Intertex General Contractors, Inc.

TENANT

1500 East Duarte RoadDuarte, CA 91010-3000

Jack Haupt626.218.0081 (P)

City of Hope

01/20/16

01/20/16

01/20/1601/20/1601/20/1601/20/1601/20/16

5

5

1 01/06/16 ADDENDUM 12 01/20/16 ADDENDUM 23 01/25/16 ADDENDUM 34 01/27/16 ADDENDUM 45 02/25/216 CITY RESUBMITTAL

5

5

(E) ACCESSIBLEPARKING SIGNAGE-REF




MIN

(E)

9' -

0"M

IN (E

)9'

- 0"

MIN

(E)

5' -

0"M

IN (E

)9'

- 0"

MIN

(E)

9' -

0"M

IN (E

)8'

- 0"

MIN

(E)

9' -

0"

(E) MIN2' - 0"

(E) MIN18' - 0"

MIN (E)18' - 0"

(E) 4" WIDE BLUEHATCHING @ 36" O.C.

(E) 4" WIDE BLUEHATCHING @ 36" O.C.

(E) 2% MAX SLOPE INANY DIRECTION ATSTRIPED AREA


(E) 3' SQUARE ACCESSIBLESYMBOL (TYP)

(E) AC PAVING

(E) WHEELSTOP (TYP)

(E) T

YP1'

- 0"

MIN

(E)

4' -

0"M

IN (E

)4'

- 0"

(E) "NO PARKING" IN 12" HIGHMIN WHITE LETTERS (TYP)



(E) CONC CURB, TYP

(E) 4" WIDE BLUEBORDER (TYP)

(E) 4" WIDE BLUEBORDER (TYP)

A0.12

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

A0.12

A0.12

A0.12

02.01

02.01

TYP

TYP

5

5

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

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

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

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

5. CURB RAMPS: ALL CURB CUTS AND RAMPS SHALL CONFORM TOCBC 11B-405.

6. ACCESSIBLE PARKING: EACH PARKING AREA SHALL CONFORMWITH CBC 11B-502 WITH AT LEAST ONE (1) ACCESSIBLE VAN PARKINGSPACE IN EACH PARKING AREA.

7. DOOR THRESHOLDS: ALL FLOORS OR LANDINGS SHALL NOT BEMORE THAN 1/2 INCH LOWER THAN THRESHOLD OF THE DOORWAYWITH 1:2 SLOPED BEVEL FOR CHANGES FROM 1/4 TO 1/2 INCH ANDWITH 1:12 SLOPED RAMP FOR CHANGES 1/2 INCH OR MORE.

ACCESSIBILITY NOTES

(E) HANDRAIL W/ INSIDESURFACE AT 1-1/2" CLEAROF WALLS AND 32" ABOVEFINISHED FLOOR

FOR (E) CAB DESIGNATION-REF

FOR (E) FLOORDESIGNATION-REF

6

A0.1

5

A0.1

4

A0.1

FOR (E) HALL SIGNALS-REF 7

A0.1

FOR (E) ELEVATOR CONTROL PANEL-REF 8

A0.1

FLOOR LANDING NUMBERAND BRAILLE ON BOTHJAMBS

HALL LANTERN

HANDRAIL

ELEVATOR CALL

32" M

AX.

A.F.

F.

1 1/2" MIN.FROM WALL

ELEV.DOOR

42" 29

"

5"

60" 72

" MIN

.

2

3/8" MIN. SEPARATION

STAR ALONGSIDEMAIN EXIT FLOORNUMBER

5/8" MIN NUMERALHEIGHT

3/4" Ø CONTROLBUTTON, ILLUMINATED

3*1 2

35" M

AX.

A.F.

F.

48" M

AX.

A.F.

F.

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Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A0.1SITE ACCESSIBILITY PLAN &DETAILS

CA13500.90 FR

JD12/30/15

1/4" = 1'-0"

1TYP (E) ACCESSIBLE PARKINGFOR REFERENCE ONLY

13N.T.S.

NOT USED 1 1/2" =

1'-0"

2TYP (E) ACCESSIBLE PARKING SIGNAGEFOR REFERENCE ONLY

1/4" = 1'-0"

3(E) ELEVATOR CAB PLAN FOR REFERENCE ONLY 1" = 1'-0"

4(E) ELEVATOR HALL CONFIGURATIONFOR REFERENCE ONLY

3" = 1'-0"

5(E) ELEVATOR CAB DESIGNATIONFOR REFERENCE ONLY

3" = 1'-0"

6(E) ELEVATOR FLOOR DESIGNATIONFOR REFERENCE ONLY

1/2" = 1'-0"

7(E) ELEVATOR HALL SIGNALSFOR REFERENCE ONLY

3" = 1'-0"

8(E) ELEVATOR CONTROL PANELFOR REFERENCE ONLY

1/2" = 1'-0"

9(E) DRINKING FOUNTAINFOR REFERENCE ONLY

12N.T.S.

NOT USED

11N.T.S.

NOT USED

10N.T.S.

NOT USED14N.T.S.

NOT USED

15N.T.S.

NOT USED

16N.T.S.

NOT USED

17N.T.S.

NOT USED

18N.T.S.

NOT USED


NUMBER PROVIDE WORK / ITEM

02.01 PAINT 4" WIDE WHITE HATCHING

5

SUITE 110SUITE 115SUITE 120SUITE 130

SUITE 140 SUITE 150 SUITE 160

(E) ELEVATOR

(E) EXIT ACCESSSTAIR

(E) ELEVATOR-REF

(E) EXIT ACCESSSTAIR

REFERENCE 2ND FLOOR FOR CONTINUATIONAND TRAVEL DISTANCE INFORMATION

REFERENCE 2ND FLOOR FOR CONTINUATIONAND TRAVEL DISTANCE INFORMATION

A0.13

EXITING PLAN LEGEND

EXIT PATH

ACCESSIBLE PATH OF TRAVEL

#OCC

AREA (SQ.FT.)

OCCUPANT LOAD

OCCUPANT LOAD FACTORFACTOR

LOAD

AREA

NUMBER OF OCCUPANTSEXITING THRU DOOR OPENING

REQUIRED EXIT WIDTH (INCHES) 32" MIN.

PROVIDED EXIT WIDTH (INCHES)

PANIC EXIT HARDWARE PROVIDED

WIDTH

PANIC

*.02

# TOTAL AREA CUMULATIVEOCCUPANT LOAD PER SUITE

UNLESS INDICATED OTHERWISE THEREIN, ALL ACCESSIBILITYREQUIREMENTS IN THE PRIMARY PATH OF TRAVEL (P.O.T.) FROMACCESSIBLE PARKING AND THE PUBLIC WAY TO THE PRIMARYENTRANCE TO THE ALTERATION AREA SUBSTANTIALLY CONFORMS TOTHE 2013 CALIFORNIA BUILDING CODE PER FIELD VERIFICATION BY THEARCHITECT.

ACCESSIBILITY NOTE

AREA NOT WITHIN SCOPE OF WORK

SCOPE OF WORK AREA

A

B

C

D

E

F

1 3 4 5

6

7 8 9 10 112

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

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JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A1.1OVERALL GROUND FLOOR EXITINGAND ACCESSIBILITY PLAN

CA13500.90 FR

JD12/30/15

1/8" = 1'-0"

1OVERALL EXITING GROUND FLOOR PLAN


PF

EXITING PLAN LEGEND

EXIT PATH

ACCESSIBLE PATH OF TRAVEL

#OCC

AREA (SQ.FT.)

OCCUPANT LOAD

OCCUPANT LOAD FACTORFACTOR

LOAD

AREA

NUMBER OF OCCUPANTSEXITING THRU DOOR OPENING

REQUIRED EXIT WIDTH (INCHES) 32" MIN.

PROVIDED EXIT WIDTH (INCHES)

PANIC EXIT HARDWARE PROVIDED

WIDTH

PANIC

*.02

# TOTAL AREA CUMULATIVEOCCUPANT LOAD PER SUITE

UNLESS INDICATED OTHERWISE THEREIN, ALL ACCESSIBILITYREQUIREMENTS IN THE PRIMARY PATH OF TRAVEL (P.O.T.) FROMACCESSIBLE PARKING AND THE PUBLIC WAY TO THE PRIMARYENTRANCE TO THE ALTERATION AREA SUBSTANTIALLY CONFORMS TOTHE 2013 CALIFORNIA BUILDING CODE PER FIELD VERIFICATION BY THEARCHITECT.

ACCESSIBILITY NOTE


SCOPE OF WORK AREA

110 SF

CLEAN

1

300

164 SF

SOILED

1

300

150 SF

PROCEDURE1

2

100

159 SF

PROCEDURE2

2

100

110 SF

EXAM 6

2

100

116 SF

EXAM 5

2

100

PATIENTRESTROOM56 SF

SUPPLYSTORAGE

1

300

130 SF

EQUIPMENTROOM

1

300

150 SF

RESEARCHOFFICE

2

100

105 SF

EXAM 7

2

100

112 SF

EXAM 4

2

100

112 SF

EXAM 3

2

100

112 SF

EXAM 2

2

100

112 SF

EXAM 1

2

100

100 SF

MA

1

100

100 SF

MA

1

100

114 SF

CONSULT

2

100

105 SF

EQUIPMENTROOM

1

300

138 SF

OFFICE

2

100

227 SF

RECEPTION

3

100

416 SF

MDWORKROOM

5

100

118 SF

SURGERYSCHEDULER

2

100

389 SF

CONFERENCEROOM

26

15

143 SF

DIRECTOROFFICE

2

100

565 SF

WAITING

38

15 209 SF

STAFFBREAK RM.

14

15

99 SF

IT/IDFCLOSET

1

300ELEVATOR

PATIENTRESTROOM

101 SF

ANTE ROOM

2

100

84 SF

HDSTORAGE

1

300

185 SF

NURSESTATION

2

100

HALLWAY

HALLWAY

HALLWAY

STAIRS 1

MECH. RM. JAN.

STAIRS 2

SUITE 240 SUITE 250

SUITE 260

SUITE 230

SUITE 210

143

80 SF

INFUSION 1

1

100

80 SF

INFUSION 2

1

100

80 SF

INFUSION 3

1

100

80 SF

INFUSION 4

1

100

80 SF

INFUSION 5

1

100

80 SF

INFUSION 6

1

100

111 SF

INFUSION 7

2

100

A

B

C

D

E

F

1 3 4 56

7 8 9 10 11

TRAV

EL D

ISTA

NC

E TO

EXIT

= 1

38' -

6"

TRAVEL DISTANCE TO

EXIT = 273' - 4"

TRAVEL DISTANCE TO

EXIT = 233' - 10"

STAFFRESTROOM

SOILEDUTILITY

67 SF

SUPPLIES

1

100

73 SF

NON-HDSTORAGE

1

300

2

SUITE 215SUITE 220

(E) DRINKING FOUNTAIN-REF

A0.19

32

No

48

52

32

No

36

53

80 SF

HD MIXING

1

100

32

No

36

38

5

5

5

581 SF

INFUSION 8

1

100

365 SF

INFUSIONAREA

4

100

67 SF

NON-HDMIXING

1

100

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A1.2OVERALL SECOND FLOOR EXITINGAND ACCESSIBILITY PLAN

CA13500.90 FR

JD12/30/15

1/8" = 1'-0"

1OVERALL EXITING SECOND FLOOR PLAN


C

D

E

F

1 3 4 5 6 7 8 9 10 112

A7.114

(E) ROOFINGA7.115(E) DUCTWORK

(E) HVAC UNIT

(E) CONCHOUSEKEEPING PAD

5

A7.114

HOLD-DOWN & UNITATTACHMENT

UNIT PERIMETERSUPPORT

HVAC UNIT

GASKET

ROOF CURB-REF MECH

CANT STRIP

BASE FLASHING

CAP FLASHING

CONT 18 GA GALV STLFLASHING

UNIT FRAMEWD NAILER

CURB ATTACHMENT-REF STRUCT

(E) CONC ROOF SLAB

NEOPRENE WASHERAT STL FLASHINGATTACHMENT

CONC HOUSEKEEPING PAD-REF STRUCT

5

5

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

SLAB PENETRATION NOTE

5

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A1.3ROOF PLAN & OVERALL EXITING2ND FLOOR PLAN CALCULATIONS

CA13500.90 FR

JD12/30/15

OCCUPANCY LOAD CALCULATIONS

ROOMNUMBER NAME AREA

OCCUPANCY

Table 10-A Minimum Egress RequirementsOCCUPANCY

(CBC TABLE 1015.1)SINGLE EXIT MAXOCCUPANT LOAD

OCCUPANT LOADFACTOR OCCUPANT LOAD

EXITSREQUIRED

201 CLEAN 110 SF 1 Accessory storage areas, mechanical equipment room 2 B 49 300 1 1202 SOILED 164 SF 1 Accessory storage areas, mechanical equipment room 2 B 49 300 1 1203 PROCEDURE 1 150 SF 9 Business area 2 B 49 100 2 1204 PROCEDURE 2 159 SF 9 Business area 2 B 49 100 2 1205 EXAM 6 110 SF 9 Business area 2 B 49 100 2 1206 EXAM 5 116 SF 9 Business area 2 B 49 100 2 1210 EQUIPMENT ROOM 130 SF 1 Accessory storage areas, mechanical equipment room 2 B 49 300 1 1211 RESEARCH OFFICE 150 SF 9 Business area 2 B 49 100 2 1212 EXAM 7 105 SF 9 Business area 2 B 49 100 2 1213 MA 100 SF 9 Business area 2 B 49 100 2 1214 MA 100 SF 9 Business area 2 B 49 100 1 1215 EXAM 4 112 SF 9 Business area 2 B 49 100 2 1216 EXAM 3 112 SF 9 Business area 2 B 49 100 2 1217 EXAM 2 112 SF 9 Business area 2 B 49 100 2 1218 EXAM 1 112 SF 9 Business area 2 B 49 100 2 1220 CONSULT 114 SF 9 Business area 2 B 49 100 2 1221 EQUIPMENT ROOM 105 SF 1 Accessory storage areas, mechanical equipment room 2 B 49 300 1 1222 OFFICE 138 SF 9 Business area 2 B 49 100 2 1223 RECEPTION 227 SF 9 Business area 2 B 49 100 3 1224 SURGERY SCHEDULER 118 SF 9 Business area 2 B 49 100 2 1225 MD WORKROOM 416 SF 9 Business area 2 B 49 100 5 1226 CONFERENCE ROOM 389 SF 7 Assembly without fixed seats, Unconcentrated (tables and chairs) 2 B 49 15 26 1227 WAITING 565 SF 7 Assembly without fixed seats, Unconcentrated (tables and chairs) 2 B 49 15 38 1229 DIRECTOR OFFICE 143 SF 9 Business area 2 B 49 100 2 1232 STAFF BREAK RM. 209 SF 7 Assembly without fixed seats, Unconcentrated (tables and chairs) 2 B 49 15 14 1233 IT/IDF CLOSET 99 SF 1 Accessory storage areas, mechanical equipment room 2 B 49 300 1 1236 ANTE ROOM 101 SF 9 Business area 2 B 49 100 2 1237 NON-HD MIXING 67 SF 9 Business area 2 B 49 100 1 1238 HD MIXING 80 SF 9 Business area 2 B 49 100 1 1239 NURSE STATION 185 SF 9 Business area 2 B 49 100 2 1240 INFUSION 1 80 SF 9 Business area 2 B 49 100 1 1241 INFUSION 2 80 SF 9 Business area 2 B 49 100 1 1242 INFUSION 3 80 SF 9 Business area 2 B 49 100 1 1243 INFUSION 4 80 SF 9 Business area 2 B 49 100 1 1244 INFUSION 5 80 SF 9 Business area 2 B 49 100 1 1245 INFUSION 6 80 SF 9 Business area 2 B 49 100 1 1246 INFUSION 7 111 SF 9 Business area 2 B 49 100 2 1247 INFUSION 8 81 SF 9 Business area 2 B 49 100 1 1248 SUPPLIES 67 SF 1 Accessory storage areas, mechanical equipment room 2 B 49 300 1 1249 HD STORAGE 84 SF 1 Accessory storage areas, mechanical equipment room 2 B 49 300 1 1250 NON-HD STORAGE 73 SF 1 Accessory storage areas, mechanical equipment room 2 B 49 300 1 1251 INFUSION AREA 365 SF 9 Business area 2 B 49 100 4 1Grand total 144

2N.T.S.

OCCUPANCY LOAD CALCULATIONS

3/32" = 1'-0"

1PARTIAL ROOF PLAN


5

3" = 1'-0"

3ROOFING AT RTU

PF

A

B

C

D

E

F

1 3 4 5 6 7 8 9 10 11

CLEAN201

SOILED202

PROCEDURE1

203

PROCEDURE2

204

EXAM 6205

EXAM 5206

PATIENTRESTROOM

209

SUPPLYSTORAGE

208

EQUIPMENTROOM

210

RESEARCHOFFICE

211

EXAM 7212

EXAM 4215

EXAM 3216

EXAM 2217

EXAM 1218

MA213

MA214

CONSULT220

EQUIPMENTROOM

221OFFICE

222

RECEPTION223

MDWORKROOM

225

SURGERYSCHEDULER

224

CONFERENCEROOM

226

DIRECTOROFFICE

229

WAITING227

STAFFBREAK RM.

232

STAFFRESTROOM

230 SOILEDUTILITY

231

IT/IDFCLOSET

233

ELEVATOR

PATIENTRESTROOM

235

ANTE ROOM236

HDSTORAGE

249

NURSESTATION

239

HALLWAY234

HALLWAY219

HALLWAY207

STAIRS 1

MECH. RM. JAN.

STAIRS 2

SUITE 240

SUITE 250

SUITE 260

SUITE 230

SUITE 210

A3.31

A3.32

INFUSION 1240

INFUSION 2241

INFUSION 3242

INFUSION 4243

INFUSION 5244

INFUSION 6245

INFUSION 7246

A3.11

A3.21

A3.12

A3.22

REMODELFLOORPLAN

REMODELCEILINGPLAN

REMODELFLOORPLAN

REMODELCEILINGPLAN

REMODELFLOORPLAN

REMODELCEILINGPLAN

SUIT

E 24

0

SUIT

E 25

0

SUIT

E 25

0

SUIT

E 26

0

2

SUITE 215SUITE 220

5

5

55

NON-HDSTORAGE

250

INFUSION 8247

HD MIXING238

SUPPLIES248

NON-HDMIXING

237

INFUSIONAREA

251

OVERALL FLOOR PLAN LEGEND

(E) PARTITION


(N) PARTITION

(E) ITEM

SYMBOL DESCRIPTION

(N) ITEM

SCOPE OF WORK AREA

PLUMBING FIXTURE CALCULATIONS

TYPE OFBUILDING

FLOOR

MALE

REQUIRED FIXTURES TOTAL FIXTURESPROVIDED

PUBLIC ORPROFESSIONALOFFICE

2ND FLOOR 22WC: 1:1-50UR: 1:1-100LAV: 1:1-75

22WC: 1:1-15LAV: 1:1-50

WC: 3UR: 0LAV: 3

FEMALE

OCCUPANT LOAD

MALE FEMALE BATHTUB/SHOWERS

DRINKINGFOUNTAIN

N.R. 1:1-250

NOTES/EXCEPTIONS

UNISEX

PROPOSED CLINICOCCUPANCY CATEGORY: GROUP 'B' OCCUPANCY = 200

8,512 USABLE SQ.FT./200 OCC. LOAD = 42.56 = 43 OCCUPANTS43 OCCUPANTS/2 (50% FOR MALE/50% FOR FEMALE) = 22 MALE/ 22 FEMALE

MARK EQUIPMENT MANUFACTURER MODEL POWER NOTESPH / DATAUTILITIES

ROOM

A

B

C

D

E

F

G

H

BIOSAFETY CABINET HD MIXING ROOM 238 BAKER COMPANY STERILGARD SG303 CLASS II TYPE A2 100 V AC, 20A, 50/60 Hz, NEMA 5-20R N/A W/ FLEXAIRE EXHAUST CONNECTION & ALARMS, ADJ. BASE

PROCURE

OFOI

SIZE (LxDxH)

35.625" x 30.625" x 61.75"

I

-

INVENTORY MANAGEMENT

-80 FREEZER

-

CENTRIFUGE

REFRIGERATOR

CLEAN BENCH

PHARMACY REFRIGERATOR

UPS

OFOI

OFOI

-

OFOI

OFOI

OFOI

OFOI

SOILED 202

-

SOILED 202

STAFF BREAK ROOM 232

NON-HD MIXING 237

HD STORAGE 249

HD STORAGE 249, NON-HD STORAGE 250 NUCLEUS INVENTORY NUCLEUS INVENTORY

ULT185-5-A

-

SORVALL ST 8R

WRT 511 5ZDM

EDGEGARD IV22

MPR-721R-PA

SMART UPS RT 3000VA

26.5" x 29.5" x 78"

15.3" x 12" x 9.3"

-

18.1" x 26.4" x 12.6"

22" x 27" x 43"

120 V, 3A YES

N/A

-

N/A

THERMO SCIENTIFIC

-

THERMO SCIENTIFIC

WHIRLPOOL

115V, 60 Hz

-

120 V, 60 Hz

32.75" x 32.5" x 65.5"

BAKER COMPANY 115 V, 60 Hz, 1-PH N/A

YES

N/A

PANASONIC 30.3" X 32.7" X 77" 115 V, 60 Hz, 1-PH, NEMA 5-15R

APC 5.1" X 26" X 17" 120 V, NEMA L5-30R

J

K

L

M

N

WORKSTATION ON WHEELS

SCALEUNDERCOUNTER PHARMACYREFRIGERATOR

EXAM TABLE

INFUSION CHAIR

OFOI

OFOI

OFOI

OFOI

OFOI

REF FLOOR PLAN

REF FLOOR PLAN

EXAM & PROCEDURE ROOMS

INFUSION 1 - 6

RUBBERMAID HEALTHCARE

SCALETRONIX

SANYO

MIDMARK CORP

WINCO

M38 YES17" X 17" X VARIES 120 V, 60 Hz

5002 NO18" X 19.5" X52.5" N/A

SR-L6111W N/A23.6" X 22.5" X 34.5" 120 V, 60 Hz, NEMA 5-15 R

222-016-232, 002-0871-232 SHADOW N/A28.5" X 76" X 37" 115 V, 50/60 Hz

6940-72 N/A33.5" X 76.5" X 48.5" 120 V

O - - - - - -- -

P BLANKET WARMER OFOI NURSE STATION - 239 CONTINENTAL METALPRODUCTS DSW 2AE-2-24 N/A30" X 27" X 74" 120 V, 60 Hz, 1-PH

Q - - - - - -- -

R PRINTER / FAX OFOI RECEPTION 223 & NURSE STATION 239 XEROX 7845 YES- 110 V-127 V, 50/60 Hz, 15 A

S AUTOCLAVE OFOI CLEAN - 201 M11-022 17.8" X 23.8" X 17.8" N/AMIDMARK 115 V, 50/60 Hz, 15 A, 1-PH

OFOI

T ANALYZER OFOI CBC AREA XS-1000I 16.7" X 24.2" X 15.9" YESSYSMEX TBD REQUIRES COMPUTER MONITOR & KEYBOARD

U UNDERCOUNTER REFRIGERATOR OFOI NUTRIENT BAR GME04GLHLB 19.625" X 21.25" X 33.875" NOGE 115 V, 20 A, 60 Hz

V STRETCHER OFOI INFUSION 7 PRIME ELECTRIC 5TH WHEEL NOSTRYKER 120 V86" X 38" X 34"

W MICROWAVE OFOI STAFF BREAK ROOM 232 WMC30516AS NOWHIRLPOOL 120 V, 20 A, 60 Hz21.75" X 17.25" X 13"

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

HD STORAGE 249, NON-HD STORAGE 250

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

- -

REN. 07 - 3 1- 17

LI C

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NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A2.1OVERALL SECOND FLOOR PLAN

CA13500.90 FR

JD12/30/15

1/8" = 1'-0"

1OVERALL SECOND FLOOR PLAN

12" = 1'-0"

2PLUMBING FIXTURE CALCULATIONS 12" = 1'-0"

3EQUIPMENT SCHEDULE


5

CLEAN201

SOILED202

PROCEDURE1

203

PROCEDURE2

204

EXAM 6205

EXAM 5206

PATIENTRESTROOM

209

EQUIPMENTROOM

210

SUPPLYSTORAGE

208

RESEARCHOFFICE

211

EXAM 7212

EXAM 4215

EXAM 3216

EXAM 2217

MA213

MA214

HALLWAY207

HALLWAY219

202A

208A

203A

204A

205A

206A

211A

210A 209A

212A

215A

216A

218A

220A

A4.11

D

E

F

1 3 4

3 /A

4.3

1 /A4.3

6 /A

4.35 /A4.3

4 /A

4.3

10 /A4.3

SUIT

E 25

0 - R

EFER

TO

/1

A3. 2

A4.14

12 /A

4.3

13 /A4.3 13 /A4.3SIM

14 /A4.3

11 /A

4.3

217A

SUITE 240

2

6' -

10"

2' -

1"2'

- 11

1/2

"

6' - 2"6' - 0"

10' -

0"

11' -

4"

15' - 5"

10' -

5"

5' -

4"9'

- 6"

5' -

4"8'

- 2"

11' - 8" 5' - 6" 2' - 4" 3' - 6" 3' - 1" 5' - 0"

11' - 10" 11' - 5"

1A

1A

2A

2A2A

2A

2A 2A 2A 2A

2A

2A1A

3A

3A

FEC

3A

3A 3A

K

C

S

219A

5

3' -

0"

E

12 /A

4.3

12 /A

4.3

12 /A

4.3

SIM

SIM

OPP

HAN

D

SIM

OPP

HAN

D

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.

REMODEL FLOOR PLAN NOTES

REMODEL FLOOR PLAN LEGEND

(E) PARTITION

SYMBOL DESCRIPTION DETAIL

(N) PARTITION


SCOPE OF WORK AREA

FIRE EXTINGUISHER CABINET /13 A7.4

WALLTYPES

FEC

CLEAN201

SOILED202

PROCEDURE1

203

PROCEDURE2

204

EXAM 6205

EXAM 5206

PATIENTRESTROOM

209EQUIPMENTROOM

210

SUPPLYSTORAGE

208

RESEARCHOFFICE

211

EXAM 7212

EXAM 4215

EXAM 3216

EXAM 2217

MA213

MA214 HALLWAY

219

HALLWAY207

D

E

F

1 3 4

SUIT

E 25

0 - R

EFER

TO

/2

A3. 2

SUITE 240

2

8' - 0"

8' - 0"

8' - 0"

TYP @ EA.WINDOW 12.01

5

8' - 6"

5

5

9' - 0"

10.03 10.03

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.

REMODEL CEILING NOTES

CEILING PLAN LEGEND

EXIT SIGN

MECHANICAL DIFFUSERSPER MECH

LIGHT FIXTURES PER ELEC

RECESSED DOWNLIGHT



SCOPE OF WORK AREA

/11 A7.2/10 A7.2

24" x 48" ACOUSTICAL CEILINGTILE

/1 A7.2

/12 A7.2

SUITE 240AREA OF WORK

WALL TYPES

1A

2A

3A

SYMBOL DETAIL

/1 A7.1

/2 A7.1

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

1B 1C

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Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A3.1REMODEL FLOOR & CEILING PLAN

CA13500.90 FR

JD12/30/15

3/16" = 1'-0"

1REMODEL FLOOR PLAN - SUITE 240


10.03 CURTAIN & TRACK (15/A7.2)12.01 ROLLER WINDOW SHADES (REF FINISH SCHEDULE) (16/A7.2)

KEYNOTE LEGEND

3/16" = 1'-0"

2REMODEL CEILING PLAN - SUITE 240KEY PLAN


5

D

E

F

5 6 7

EXAM 2217

EXAM 1218

CONSULT220 EQUIPMENT

ROOM221

OFFICE222

RECEPTION223

SURGERYSCHEDULER

224

MDWORKROOM

225

CONFERENCEROOM

226

WAITING227

HALLWAY219

JAN.MECH. RM.

218A

220A

221A

222A

219B

225A

224A

226A

234A

SUIT

E 24

0 - R

EFER

TO

/1

A3. 1

SUIT

E 26

0 - R

EFER

TO

/1

A3. 3

17 /A4.3

18 /A

4.3

217A

SUITE 250

A4.21

7' - 10"11' - 5"

10' - 9" 7' - 11"2' - 11"

5' -

0"

7' -

3"10

' - 1

1"

5' - 3"

4' - 9 3/4" 8' - 2"

2' -

11"

10.01 10.02

2A

2AFEC

3A

3A

05.01

05.01

05.01

R

227A

5

4' -

0"

6' - 2 1/2"

5

13' - 2"11 1/2"

K

5

5





(E) PARTITION


(N) PARTITION


SCOPE OF WORK AREA


WALLTYPES

FEC





CEILING PLAN LEGEND

EXIT SIGN



RECESSED DOWNLIGHT



SCOPE OF WORK AREA

/11 A7.2/10 A7.2


/1 A7.2

/12 A7.2

D

E

F

5 7

MECH. RM. JAN.

EXAM 2217

EXAM 1218

CONSULT220

EQUIPMENTROOM

221

OFFICE222

RECEPTION223

SURGERYSCHEDULER

224

MDWORKROOM

225

CONFERENCEROOM

226

WAITING227

HALLWAY219

SUIT

E 24

0 - R

EFER

TO

/2

A3. 1

SUIT

E 26

0 - R

EFER

TO

/2

A3. 3

SUITE 250

8' - 0"

8' - 0"

TYP @ EA.WINDOW 12.01

5

9' - 0"

8' - 6"

9' - 0"

5

9' - 0"

555


WALL TYPES

1A

2A

3A

SYMBOL DETAIL

/1 A7.1

/2 A7.1


1B 1C

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SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:



CA13500.90 FR

JD12/30/15

3/16" = 1'-0"



05.01 PROVIDE BACKING FOR TV MOUNTING10.01 OCCUPANT LOAD SIGN (3/A7.4)10.02 ASSISTIVE LISTENING SIGN (12/A7.4)12.01 ROLLER WINDOW SHADES (REF FINISH SCHEDULE) (16/A7.2)

KEYNOTE LEGEND

3/16" = 1'-0"



5

PF


(E) PARTITION


(N) PARTITION


SCOPE OF WORK AREA


WALLTYPES

FEC




DIRECTOROFFICE

229

STAFFBREAK RM.

232

IT/IDFCLOSET

233

STAFFRESTROOM

230SOILEDUTILITY

231

ELEVATOR

PATIENTRESTROOM

235

ANTE ROOM236

HDSTORAGE

249

NURSESTATION

239

HALLWAY234

SUITE 260

232A

231A

234B

235A

236A

A4.12

INFUSION 1240

INFUSION 2241

INFUSION 3242

INFUSION 7246

INFUSION 6245

INFUSION 5244

INFUSION 4243

D

E

F

7 8 9 10 11

SUIT

E 25

0 - R

EFER

TO

/1

A3. 2

10 /A4.1

19 /A

4.3

5 /A4.1

250A

229A

230A

249A

NON-HDSTORAGE

250

SUPPLIES248

A4.22

20 /A

4.3

21 /A4.3

233A

2A

FEC

22 /A4.3

24 /A

4.3

K

P

05.01

T

06.04

R

FEC

INFUSION 8247

INFUSIONAREA

251

HD MIXING238

16 /A4.2

25 /A

4.1

F

A4.12SIM

OPP HAND

G

A

L

I

B H

BL

I

17 /A4.2

17 /A4.2SIM

OPP HAND

8 /A

4.3

9 /A4.3

15 /A

4.1

7 /A4.3

237A

248A

246A

9' - 0" 4' - 6 1/2" 8' - 2 1/2"

12' -

2"

8' -

6"5'

- 3

1/2"

5' - 0" 3' - 6"

5' - 6"

3' -

0"

4' -

8 1/

2"

8' -

0 1/

4"7'

- 11

3/4

"8'

- 0"

10' - 0" 5' - 0" 5' - 0" 10' - 0"

3' -

0"9'

- 0"

8' -

0"8'

- 1"

7' -

4"7'

- 6"

10' - 0"

8' - 0" 1' - 7" 9' - 11" 2' - 7 3/4" 5' - 2" 10' - 0"

11' -

7"

8' -

0"

8' -

0" 8'

- 0"

U

W

3 /A4.1

8 /A4.1

1' - 8" 2' - 4"1B

5

1B

1C

1B

NON-HDMIXING

237

20A7.1

20A7.1

238A

5' -

3 1/

2"





CEILING PLAN LEGEND

EXIT SIGN



RECESSED DOWNLIGHT



SCOPE OF WORK AREA

/11 A7.2/10 A7.2


/1 A7.2

/12 A7.2DIRECTOR

OFFICE229

STAFFBREAK RM.

232

IT/IDFCLOSET

233

STAFFRESTROOM

230

SOILEDUTILITY

231

ELEVATOR

PATIENTRESTROOM

235

ANTE ROOM236

HDSTORAGE

249

NURSESTATION

239

SUITE 260

SUITE 210

INFUSION 1240

INFUSION 2241

INFUSION 3242

INFUSION 4243

INFUSION 5244

INFUSION 6245

INFUSION 7246

D

E

F

7 8 9 10 11

SUIT

E 25

0 - R

EFER

TO

/2

A3. 2

NON-HDSTORAGE

250

SUPPLIES248

10.03

10.03

10.03 10.03

10.03

10.03

8' - 0"

TYP @ EA.WINDOW

12.01

9' - 6"

8' - 0"

10' - 0"

8' - 0"

8' - 0"

8' - 0"

10' - 0"

10.03

9' - 6"

9' - 6"

9' - 6"

8' - 6"

INFUSIONAREA

251

HD MIXING238

8' - 6"

17

A7.2

17

A7.2

17

A7.2

5

NON-HDMIXING

237


WALL TYPES

1A

2A

3A

SYMBOL DETAIL

/1 A7.1

/2 A7.1


1B 1C

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SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:



CA13500.90 FR

JD12/30/15

3/16" = 1'-0"


KEYNOTE LEGENDNUMBER PROVIDE WORK / ITEM

05.01 PROVIDE BACKING FOR TV MOUNTING06.04 GROMMET10.03 CURTAIN & TRACK (15/A7.2)12.01 ROLLER WINDOW SHADES (REF FINISH SCHEDULE) (16/A7.2)

3/16" = 1'-0"



PATIENTRESTROOM

209

6 /A

4.1

16 /A

4.1

11 /A4.1

21 /A4.1

30" x 48"CLR

18"

48" MIN

60" CLRDIA

18" M

AX17

" MIN

60" M

IN

STAFFRESTROOM

230

12 /A4.1

17 /A

4.1

22 /A4.1

7 /A

4.1

60" CLRDIA

18" M

AX17

" MIN

60" M

IN

18"30" X 48"

CLR

48" MIN

5

09.01

4' -

0"06.02

5

B

22.03

E

I J09.01

4' -

0"

06.02

F

C

22.02

A

22.03

G

4' -

0"

06.02

09.01

22.02

06.02

09.01

4' -

0"

D 5

22.02

CA

22.03

F06.02

09.01

G

4' -

0"

22.02

06.02

09.01

4' -

0"

5D

4' -

0"

09.01

06.02

5

B

I

A

J

4' -

0"

06.02

09.01

E

A7.42

A7.45

A7.44

FOR RESTROOM SIGNAGE-REF

A7.42

A7.45

A7.44

FOR RESTROOM SIGNAGE-REF

9 /A

4.1

14 /A4.1

19 /A

4.1

24 /A4.1

M

J

10.03

3' - 10"

3' -

2"

5

F

G

H 09.01

2' -

6"2'

- 0"

2' -

10"

CDS 3022' - 6"

CDS 3022' - 6"

CDS 2722' - 6"

OPEN2' - 6"

7' -

4"

1' -

6"

5' - 0"

A7.32

A7.34

A7.38

A7.38

06.03

MIN3' - 0"

10.04

10.0526.02

10.035

09.01

26.01

10.03

26.02

26.02

5

09.01

26.02

26.02

5

09.01

(E) STOREFRONT

2' -

10"

2' -

0"2'

- 6"

7' -

4"

TYP

30"

26.025

08.01

06.02

5

A6.14

PASS-THRU WINDOWREF-

09.03

H

G

F

22.02

06.02

CLR

27" M

IN

34" M

AX

22.05

5

2' -

0"2'

- 6"

2' -

10"

H

F

8

A7.3

1

A7.3

CDS 3023' - 0"

CDS 1553' - 0"

7' -

4"

09.03

06.02

5

G

09.03

06.02

08.01

5

2' -

10"

2' -

0"2'

- 6"

CDS 3023' - 0"

06.03

A7.34

A7.38

09.03

CDS 3003' - 0"

7' -

4"

06.02

SS1

06.02

5

NOTE: PROVIDE LOCKS ON UPPERCABINETS - HD AND NON-HD MIXINGROOMS SHALL RECEIVE UNIQUE KEY

2' -

6"2'

- 0"

2' -

10"

2' -

10"

CDS 3022' - 6"

CDS 3022' - 6"

CDS 3005' - 0"

06.03

A7.38

A7.34

09.03

A7.38

06.02

SS1

7' -

4"

06.02

5

NOTE: PROVIDE LOCKS ON UPPERCABINETS - HD AND NON-HD MIXINGROOMS SHALL RECEIVE UNIQUE KEY

REN. 07 - 3 1- 17

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Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A4.1ENLARGED PLANS & INTERIORELEVATIONS

CA13500.90 FR

JD12/30/15

1/4" = 1'-0"

1ENLARGED FLOOR PLAN -PATIENT RR 209

1/4" = 1'-0"

2ENLARGED FLOOR PLAN - STAFF RR 231& PATIENT RR 233 1/4" = 1'-0"

7STAFF RESTROOM 231 ELEVATION - A 1/4" = 1'-0"

12STAFF RESTROOM 231 ELEVATION - B 1/4" = 1'-0"

17STAFF RESTROOM 231 ELEVATION - C 1/4" = 1'-0"

22STAFF RESTROOM 231 ELEVATION - D

1/4" = 1'-0"

6PATIENT RESTROOM 209 ELEVATION - A 1/4" = 1'-0"

11PATIENT RESTROOM 209 ELEVATION - B 1/4" = 1'-0"

16PATIENT RESTROOM 209 ELEVATION - C 1/4" = 1'-0"

21PATIENT RESTROOM 209 ELEVATION - D


06.02 FIBERGLASS REINFORCED PLASTIC PANEL (FRP)06.03 PROVIDE CABINET LOCK08.01 PASS-THRU WINDOW09.01 4" RESILIENT WALL BASE (REF FINISH SCHEDULE)09.03 INTEGRAL COVE BASE (19/A7.1)10.03 CURTAIN & TRACK (15/A7.2)10.04 GLOVES BOX OFCI10.05 SHARPS BOX OFCI22.02 LAVATORY, COORDINATE WITH PLUMBING22.03 WATER CLOSET, COORDINATE WITH PLUMBING22.05 RECESSED, PULL-DOWN EYE WASH (REF PLUMBING)26.01 LIGHT SWITCH -REF ELEC26.02 POWER RECEPTACLE -REF ELEC

A 36" GRAB BAR (11/A7.4)B 42" GRAB BAR (11/A7.4)C WALL MIRROR (11/A7.4)D PAPER TOWEL / TRASH RECEPTACLE (11/A7.4)E SEAT COVER DISPENSER (11/A7.4)F SOAP DISPENSER (11/A7.4)G SANITIZER DISPENSER (11/A7.4)H PAPER TOWEL DISPENSER (11/A7.4)I TOILET PAPER DISPENSER (11/A7.4)J FEMININE NAPKIN DISPOSAL (11/A7.4)

KEYNOTE LEGEND

1/4" = 1'-0"

4ENLARGED FLOOR PLAN - TYP EXAM 1/4" = 1'-0"

9TYP EXAM ELEVATION - A 1/4" = 1'-0"

14TYP EXAM ELEVATION - B 1/4" = 1'-0"

19TYP EXAM ELEVATION - C 1/4" = 1'-0"

24TYP EXAM ELEVATION - D

1/4" = 1'-0"

10ANTE ROOM - ELEV B 1/4" = 1'-0"

5ANTE ROOM - ELEV A 1/4" = 1'-0"

25SOILED UTILITY 231 20N.T.S.

NOT USED

18N.T.S.

NOT USED23N.T.S.

NOT USED 13N.T.S.

NOT USED

1/4" = 1'-0"

15ANTE ROOM - ELEV C


1/4" = 1'-0"

3NON-HD MIXING ELEVATION 1/4" = 1'-0"

8HD MIXING ELEVATION

5

5

5

5

5 5 5

4 /A4.2

7 /A

4.2

5 /A4.2

6 /A

4.2

8 /A

4.2

3 /A4.2

9 /A

4.2

3' - 3" 13' - 0"

2' -

7"

1' - 9"

13' -

0"

2' - 7"

2' -

7"

2' -

6"

30"X48"CLR30"X48"

CLR30"X48"CLR

PULL UP AREA5' - 0" MIN

06.04

30"X48"CLR

RECEPTION223

06.04

R

4' - 7"

TYP

6' -

4"

09.01

3' -

6"

2' -

6"

4' - 6 1/4"CDS 230

1' - 6"CDS 230

A7.312

A7.312

A7.312

PL1PL2 PL2

PL2

PL1

PL2

CDS 230OPEN2' - 7 3/4"

CDS 2301' - 6"

OPEN2' - 8"

A7.315

A7.312

A7.315

A7.315

PL2

3' - 0"OPEN

2' - 3 3/4"

5 5

09.01

2' -

6"4'

- 10

"

A7.34

CDS 2223' - 0"

CDS 3023' - 0"

A7.38

NOTE: PROVIDE LOCKSON UPPER CABINETS

7' -

4"06.04

5

CDS 3011' - 6"

CDS 3022' - 6"

A7.34

A7.38

A7.34

A7.38

2' -

10"

2' -

0"2'

- 6"

7' -

4"


06.04

CDS 2222' - 6"

CDS 2222' - 6"

TYP

6' -

4"

2' -

6"

09.01

3' -

6"

A7.313

OPEN3' - 6"

CDS 2301' - 6"

OPEN3' - 6"

CDS 2301' - 6"

OPEN2' - 1"

A7.313

A7.315

A7.315

PL2

PL2

PL1

PL2PL2

A7.315

TYP

6' -

4"

15

A7.3

3' -

6"

09.01

PL2 6' -

4" T

YP

3' -

6"

09.01

2' -

6"

15

A7.3

14

A7.3

PL2PL1 PL1

PL2

PL1

5

TYP

6' -

4"

09.01

3' -

6"

2' -

6"

PL2

PL1

NURSESTATION

239

10 /A

4.2

11 /A4.2

12 /A

4.2

13 /A4.2

14 /A

4.2

30" X 42"CLR

30" X 42"CLR

30" X 42"CLR

R

P

15 /A

4.2

30" X 42"CLR

5

3' -

6"

15

A7.3

PL2

HG

F

2' -

10"

1' -

6"3'

- 0"

CDS 3022' - 0" EQEQ

CDS 1553' - 0"

A7.38

A7.31

TYP

6' -

4"

5

09.01

3' -

6"

15

A7.3

PL2

2' -

10"

09.01

6' -

4"

5

3' -

6"

15

A7.3

PL2PL2

3' -

6"

09.01

TYP

6' -

4"

5

42" 42

"

30"

13

A7.3

13

A7.3

PL1

PL2PL2

PL2

09.01

15

A7.3

TYP

6' -

4"

CDS 2303' - 0"

OPEN3' - 2"

CDS 2303' - 0"

5

2' -

7"

3' -

6"

PL2

PL2

PL2PL1

PL2

A7.313

OPEN4' - 1"

CDS 2301' - 6"

R

PL2

A7.315

TYP

6' -

4"

5

3' -

6"

P

PL1

PL2

PL2

PL2

13

A7.3

PL2

2' -

7"

CDS 2301' - 6"

OPEN3' - 4"

09.0115

A7.3

TYP

6' -

4"

5

I

B H2' -

3"3'

- 2"

OPEN2' - 7 3/4"

CDS 3022' - 10"

2' -

0"

8

A7.3

7' -

5"

06.02

09.01

SS1

5

LWHERE OCCURS-REF PLAN

1

A7.3

4

A7.3

8

A7.3

8

A7.3

8

A7.3

HT

CDS 3023' - 0"

CDS 3023' - 0"

CDS 1553' - 0"

OPEN3' - 0"

CDS 2112' - 0"

F

G

09.01

1' -

6"3'

- 0"

2' -

10"

7' -

4"

9

A7.3

CDS 3002' - 0"

5

ADJUSTABLESHELVING

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Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A4.2ENLARGED PLANS & INTERIORELEVATIONS

CA13500.90 AP

JD12/30/15

1/4" = 1'-0"

1ENLARGED RECEPTION PLAN 1/4" = 1'-0"

4RECEPTION 223 ELEVATION - B

1/4" = 1'-0"

5RECEPTION 223 ELEVATION - C

1/4" = 1'-0"

6RECEPTION 223 ELEVATION - D

1/4" = 1'-0"

7RECEPTION 223 ELEVATION - E

1/4" = 1'-0"

8RECEPTION 223 ELEVATION - F 1/4" = 1'-0"

3RECEPTION 223 ELEVATION - A

1/4" = 1'-0"

9RECEPTION 223 ELEVATION - G

1/4" = 1'-0"

2ENLARGED NURSE STATION PLAN

1/4" = 1'-0"

10NURSE STATION 239 ELEVATION - A

1/4" = 1'-0"

11NURSE STATION 239 ELEVATION - B

1/4" = 1'-0"

12NURSE STATION 239 ELEVATION - C

1/4" = 1'-0"

13NURSE STATION 239 ELEVATION - D

1/4" = 1'-0"

14NURSE STATION 239 ELEVATION - E

18N.T.S.

NOT USED23N.T.S.

NOT USED

22N.T.S.

NOT USED

20N.T.S.

NOT USED

21N.T.S.

NOT USED

19N.T.S.

NOT USED


06.02 FIBERGLASS REINFORCED PLASTIC PANEL (FRP)06.04 GROMMET09.01 4" RESILIENT WALL BASE (REF FINISH SCHEDULE)

F SOAP DISPENSER (11/A7.4)G SANITIZER DISPENSER (11/A7.4)H PAPER TOWEL DISPENSER (11/A7.4)

KEYNOTE LEGEND

1/4" = 1'-0"

15NURSE STATION 239 ELEVATION - F

1/4" = 1'-0"

17HD STORAGE 249

1/4" = 1'-0"

16CBC AREA ELEVATION


FILLER PANEL CDS 2111' - 6"

CDS 2223' - 6"

CDS 2223' - 6" FILLER PANEL

(E) STOREFRONT

2' -

10"

A7.34

A7.34

A7.34

SS1


CDS 2223' - 3"



2' -

10"

2' -

0"2'

- 6"

A7.38

A7.38

A7.38

A7.34

A7.31

A7.34

SS1

CDS 3023' - 0"

S

7' -

4"

1' -

6"

CDS 3023' - 3"

H

F

G

CDS 2222' - 7"

CDS 2222' - 7"

09.01

(E) STOREFRONT

A7.34

SS1

E

A7.39

5

FILLER PANELCDS 2111' - 6"

CDS 2223' - 0"

CDS 2111' - 6"

OPEN1' - 6"

2' -

6"1'

- 11

3/4

"2'

- 10

1/4

"

7' -

4"

A7.38

A7.38

A7.34

A7.34

A7.34

SS1E

C

CDS 3023' - 0"

CDS 3013' - 0"

CDS 3022' - 8 1/4"

A7.38

I

06.04

A7.39

5

CDS 3022' - 2 1/4"

CDS 3023' - 0"

CDS 3011' - 1 3/4"

CDS 2111' - 2 1/4"

CDS 1553' - 0"

CDS 2111' - 1 3/4"

H

G

2' -

10 1

/4"

F

A7.34

A7.34

A7.31

A7.34

A7.38

A7.38

A7.38

SS1

22.04

CDS 3022' - 9"

CDS 3022' - 9"

CDS 3022' - 9"

CDS 3023' - 0"FILLER PANEL


CDS 2222' - 9"

CDS 2222' - 9"

CDS 2222' - 9"

2' -

10"

2' -

0"2'

- 6"

A7.38

A7.38

A7.38

A7.38

A7.31

A7.34

A7.34

A7.34

1' -

6"

7' -

4"G

F

H 06.03

2' -

7"

A7.313

OPEN3' - 0"


09.01

3' -

6"

A7.39

PL1

PL2

PL2

5

2' -

7"

A7.35

OPEN1' - 7 1/4"

CDS 2307' - 6"

CDS 1001' - 7 1/2"

OPEN2' - 2"

TYP

5

CDS 2222' - 6"

CDS 2222' - 6"

2' -

6"2'

- 0"

A7.34

A7.34

A7.38

A7.38

FILLER PANELCDS 3022' - 6"

CDS 3022' - 6"FILLER PANEL

FILLER PANELFILLER PANEL

06.03

CDS 3011' - 2 1/2"

2' -

10"

2' -

0"

A7.38

A7.38

A7.38

CDS 3022' - 5 1/4"

CDS 3023' - 0"

CDS 1553' - 0"

A7.34

A7.34

A7.31

CDS 2222' - 5 1/4"

CDS 2111' - 2 1/2"

1' -

6"

G

F

06.03H

CDS 2223' - 7"

CDS 2223' - 7"

CDS 2223' - 7"

CDS 2223' - 7"

CDS 3023' - 7"

CDS 3023' - 7"

CDS 3023' - 7"

CDS 3023' - 7"

2' -

6"2'

- 0"

2' -

10"

7' -

4"

A7.34

A7.34

A7.34

A7.34

A7.38

A7.38

A7.38

A7.38


1' -

6"

A7.34

A7.34

A7.31

A7.38

A7.38

2' -

6"2'

- 0"

2' -

10"

7' -

4"

F

H

CDS 3011' - 3"

CDS 3022' - 7"

CDS 3023' - 0"

A7.38

CDS 2111' - 3"

CDS 2222' - 7"

CDS 1553' - 0"

G

CDS 1107' - 0"

2' -

6"

09.03

(E) STOREFRONT

A7.37 PL2

PL2

PL1

PL1

1' -

8"1'

- 8"

1' -

8"2'

- 0"

7' -

0"

09.01

FILLER PANELEQ EQ EQ EQ EQ EQ

6' - 4"

PL1 PL2

PL2

5

A7.31

A7.38

ADJUSTABLESHELF

CDS 3022' - 9"

CDS 3002' - 9"

CDS 1553' - 0"

CDS 2222' - 6"

A7.34

F

G H

1' -

6"

2' -

10"

2' -

0"2'

- 6"

7' -

4"

A7.38

09.03

F

W

5

A7.34

06.03

CDS 3023' - 0"

CDS 3011' - 4"

8

A7.3

8

A7.3

1' -

6"

CDS 1553' - 0"

CDS 2111' - 4"

A7.31

2' -

6"2'

- 0"

2' -

10"

7' -

4"

G

F

H

5

OPEN2' - 0"

CDS 1553' - 0"

H

F

G

8

A7.3

8

A7.3

1

A7.3

2' -

6"1'

- 8"

3' -

2"

7' -

4"

KU

CDS 3022' - 0"

CDS 3023' - 0"

09.03

2' -

10"

06.04

5

2' -

6 1/

4"2'

- 0"

2' -

10"

CDS 1552' - 6"

CDS 2722' - 6"

G

F

09.03

10.05

10.04

H

7' -

4"

06.03

8

A7.3

8

A7.3

2

A7.3

5

A7.3

5

ANOD AL FRAMINGW/ CLEAR LAMINATEDGLAZING

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

7' -

2"

11' - 7"

.

5

20A7.1

EQ EQ EQ

7' -

2"

ANOD AL FRAMINGW/ CLEAR LAMINATEDGLAZING

5

20A7.1

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A4.3INTERIOR ELEVATIONS

CA13500.90 FR

JD12/30/15


06.03 PROVIDE CABINET LOCK06.04 GROMMET09.01 4" RESILIENT WALL BASE (REF FINISH SCHEDULE)09.03 INTEGRAL COVE BASE (19/A7.1)10.04 GLOVES BOX OFCI10.05 SHARPS BOX OFCI22.04 EYE WASH (REF PLUMBING)

F SOAP DISPENSER (11/A7.4)G SANITIZER DISPENSER (11/A7.4)H PAPER TOWEL DISPENSER (11/A7.4)

1/4" = 1'-0"

1CLEAN 201 ELEVATION - A

1/4" = 1'-0"

3CLEAN 201 ELEVATION - C

1/4" = 1'-0"

4SOIL 202 ELEVATION - A

1/4" = 1'-0"

5SOIL 202 ELEVATION - B

1/4" = 1'-0"

6SOIL 202 ELEVATION - C

1/4" = 1'-0"

10HALLWAY 219 ELEVATION - A

1/4" = 1'-0"

12MA 213 ELEVATION - A

1/4" = 1'-0"

13MA 213 ELEVATION - B

1/4" = 1'-0"

14HALLWAY 219 ELEVATION - B

1/4" = 1'-0"

11HALLWAY 207 ELEVATION - B

1/4" = 1'-0"

17MD WORKROOM 225 ELEVATION - A

1/4" = 1'-0"

18CONFERENCE ROOM 226 ELEVATION - A

1/4" = 1'-0"

19INFUSION ELEVATION - TYP

1/4" = 1'-0"

20STAFF BREAK ROOM 230 ELEVATION - A

1/4" = 1'-0"

21STAFF BREAK ROOM 230 ELEVATION - B

1/4" = 1'-0"

22CLEAN LINEN AREA ELEVATION

1/4" = 1'-0"

24NUTRIENT BAR ELEVATION

15N.T.S.

NOT USED

16N.T.S.

NOT USED

23N.T.S.

NOT USED

25N.T.S.

NOT USED

1/4" = 1'-0"

7INFUSION 7 ELEVATION

1/4" = 1'-0"

8INFUSION 7 - GLASS ELEVATION A

1/4" = 1'-0"

9INFUSION 7 - GLASS ELEVATION B


2N.T.S.

NOT USED

5

5

5

PF

GENERAL FINISH NOTES1. ALL WALL, CEILING AND FLOOR FINISHES SHALL COMPLY WITH 2013CBC SECTION 803, 804 AND 805.

2. ALL FINISH MATERIALS SHALL COMPLY WITH VOC LIMITS SET FORTHIN THE CALIFORNIA GREEN BUILDING STANDARD SECTION 5.504.4.1THROUGH 5.504.4.4.

3. REFER TO SCHEDULE OF FINISHES FOR FINISH/PRODUCTINFORMATION.

4. CARDINAL DIRECTION (E.G. NORTH, EAST, SOUTH, WEST) REFERSTO PLAN DIRECTION, NOT TRUE CARDINAL DIRECTION.

5. REFER TO SPECIFICATION FOR ADDITIONAL INSTALLATIONMETHODS AND REQUIREMENTS.

6. INTERIOR PAINT LOCATIONS TO BE SITE VERIFIED BY ARCHITECTPRIOR TO PAINTING.

7. ACCENT PAINTS LOCATED ON PLAN ARE SUBJECT TO CHANGEPENDING OWNER APPROVAL.

8. REFER TO DOOR SCHEDULE FOR FLOORING TRANSITIONS ATDOOR. ALL OTHERS, REFER TO SPEC. SECTION 096513.

9. CONTRACTOR TO TEST EXISTING SLAB CONDITION FOR MOISTURE.PROVIDE MOISTURE MITIGATION TO ACCEPTABLE LEVELS ASREQUIRED BY FLOORING MANUFACTURES. REFER TO SCHEDULE OFFINISHES AND SPECIFICATIONS.

10. CONTRACTOR SHALL PATCH AND REPAIR FINISHES IN PUBLICCORRIDOR AS A RESULT OF NEW WORK.

11. PROVIDE WALL PROTECTION THROUGHOUT SUITE PER FINISHMATERIALS HEREIN.

MATERIALS LEGENDACOUSTICAL CEILING TILEACT#

STRAIGHT WALL BASEB#

COVE BASECB#

CARPETC#

PAINTP#

PLASTIC LAMINATEPL#

TRANSITIONT#

VINYL COMPOSITION TILEVCT#

FIBERGLASS REINFORCED PANELFRP#

PRIVACY CURTAINCC#

ROLLER WINDOW SHADESWS#

WALL PROTECTIONWP#

RESILIENT SHEET FLOORINGSV#5

FINISH PLAN LEGEND

C1 - CARPET

VCT1 - VINYL COMPOSITION TILE



SCOPE OF WORK AREA

SV1 - RESILIENT SHEET FLOORING

5

B- STRAIGHT WALL BASEC- CARPETCB- COVE BASECT- CERAMIC TILEFF FACTORY FINISHP- PAINTACT- ACOUSTICAL CEILING TILEFRP- FIBERGLASS REINFORCED

PANEL

FINISH ABBREVIATIONSSV- RESILIENT SHEET FLOORINGEG EGGSHELL PAINT FINISHFT FLAT PAINT FINISHGB GYPSUM BOARDQT- CERAMIC FLOOR TILESG SEMI GLOSSVCT- VYNIL COMPOSITION TILE

FINISH SCHEDULE REMARKS1. REFER TO FINISH PLAN FOR FLOORING LOCATION & PATTERNS.

2. REFER TO INTERIOR ELEVATIONS & FINISH PLAN FOR ACCENT PAINTLOCATION.

3. ALL PAINT SHALL BE U.N.O

4. ALL CASEWORK COUNTERTOPS SHALL BE U.N.O

5. ALL CASEWORK FACES SHALL BE U.N.O

6. ALL WINDOWS SHALL RECEIVE U.N.O. IN FINISH MATERIALS NOTES

NOTE: NOT ALL ABBREVIATIONS ARE USED.

P1

PL1

PL2

WS1

WALL BASE

B1 MANUFACTURER: BURKETYPE: STRAIGHT RUBBER BASE, TSCOLOR: 674 CARMINE GRAYHEIGHT: 4"NOTE: TYP AT CARPET FLOORING LOCATIONS, U.N.O.FIRE CLASS: N/AFLAME SPREAD: N/ASMOKE DENSITY: N/AVOC: CERTIFIED LOW EMISSIONS

CARPET

C1 BROADLOOM CARPETMANUFACTURER: SHAWSTYLE: TIMBERCOLOR: IROKOSIZE: BROADLOOMNOTE: INSTALL QUARTER TURNFIRE CLASS: CLASS ISMOKE DENSITY: ASTM E 662 LESS THAN 450VOC: CA 01350 COMPLIANT

PAINT

P1 MANUFACTURER: SHERWIN WILLIAMSCOLOR: GREEK VILLA SN 7551FINISH: EGGSHELLINSTALLATION: MAIN WALL PAINT

P2 MANUFACTURER: SHERWIN WILLIAMSCOLOR: COLLONADE GRAY SW 7641FINISH: EGGSHELLINSTALLATION: ACCENT WALL

PLASTIC LAMINATE

PL1 MANUFACTURER: WILSONART CONTRACTTYPE: HW 107COLOR: CASUAL LINEN 4944 - 38INSTALLATION: COUNTERTOPS

PL2 MANUFACTURER: WILSONART CONTRACTTYPE: HW 107COLOR: MONTICELLO MAPLE 7925 - 38INSTALLATION: COUNTERTOPS

COVE BASE

CB1 MANUFACTURER: BURKETYPE: COVED RUBBER BASE, TSCOLOR: 674 CARMINE GRAYHEIGHT: 4"NOTE: TYPICAL AT RESILIENT FLOORING

LOCATIONS, U.N.O.FIRE CLASS: N/AFLAME SPREAD: N/ASMOKE DENSITY: N/AVOC: CERTIFIED LOW EMISSIONS

CB2 MANUFACTURER: ARMSTRONG INTEGRAL COVESTYLE: MEDINTONECOLOR: H8300 COOL WHITEHEIGHT: 6"HEATWELD: W0738 GRAY SMOKE SOLID WELDFIRE CLASS: CLASS 1SMOKE EVOLUTION: 450 OR LESSVOC: CA 01350 COMPLIANT

TRANSITION

T1 MANUFACTURER: BURKETYPE: CARPET TO RESILIENT FLOOR TRANSITIONCOLOR: TBD FROM MFR'S STD COLORS

VINYL COMPOSITION TILE

VCT1 MANUFACTURER: MANNINGTONSTYLE: ESSENTIALSCOLOR: COOL WHITE 141SIZE: 12" X 12"INSTALLATION: FIELD COLOR

VCT2 MANUFACTURER: MANNINGTONSTYLE: ESSENTIALSCOLOR: ALMONDINE 33SIZE: 12" X 12"INSTALLATION: ACCENT

VCT3 MANUFACTURER: MANNINGTONSTYLE: ESSENTIALSCOLOR: FLAX 143SIZE: 12" X 12"INSTALLATION: ACCENT

FIBERGLASS REINFORCED PANEL

FRP1 MANUFACTURER: MARLITECOLOR: GENOA 5413 - G1212INSTALLATION: RESTROOM WALLS UP TO48" A.F.F. (TYP)

ACOUSTICAL CEILING TILE

ACT1 MANUFACTURER: UNITED STATES GYPSUM (USG)STYLE: MARS CLIMA PLUSCOLOR: FLAT WHITEEDGE: SQUARETEXTURE: FINESUSPENSION SYSTEM: DONN DX / DXL, HEAVY DUTY

ACT2 MANUFACTURER: UNITED STATES GYPSUM (USG)STYLE: CLEAN ROOM CLASS 100 PANELS (UNPERFORATED)COLOR: WHITEEDGE: SQUARETEXTURE: FINESUSPENSION SYSTEM: DONN BRAND CE, HEAVY DUTY

ROLLER WINDOW SHADES

WS1 MANUFACTURER: MECHOSHADESTYLE: THERMOVEIL 1500 SERIESOPENESS: 3%COLORS: TO BE SELECTED FROM MANUFACTURER'S STANDARD RANGE OF COLORSLOCATION: ALL NON-EXAM AND NON-PROCEDURE RMS

WS2 MANUFACTURER: MECHOSHADESTYLE: MIDNITE BLACKOUT 0200 SERIESOPENESS: 0%COLORS: TO BE SELECTED FROM MANUFACTURER'S STANDARD RANGE OF COLORSLOCATION: ALL EXAM AND PROCEDURE RMS

WALL PROTECTION

WP1 MANUFACTURER: CONSTRUCTION SPECIALTIES (C/S)MODEL: ACROVYN 4000MODEL #: SM-20NTYPE: PVC FREE SURFACE-MOUNTED CORNER GUARDCOLOR: 920 ALMONDCOLOR #: 933WIDTH: 3"FINISH: PEBLETTEHEIGHT: PARTIAL (48" MIN A.F.F.)

SOLID SURFACING

SS1 MANUFACTURER: WILSONART CONTRACTCOLOR: COCONUT OIL 9100 GSPRODUCT TYPE: 051, 1/2" THICK

RESILIENT SHEET FLOORING

SV1 MANUFACTURER: ARMSTRONGSTYLE: MEDINTONECOLOR: H8300 COOL WHITEHEATWELD: WO738 GRAY SMOKE SOLID WELDFIRE CLASS: CLASS 1SMOKE EVOLUTION: 450 OR LESSVOC: CA 01350 COMPLIANT

5

PRIVACY CURTAIN

CC1 MANUFACTURER: MAHARAMSTYLE: BEADCOLOR: 006 CAFÉTRACK DIM: REF FLOOR PLANFIRE CLASS/TEST: ASTM E 84FLAME SPREAD: 5SMOKE DENSITY: 50VOC: CERTIFIED LOW EMISSION

5

5

FRP2 MANUFACTURER: MARLITETYPE: STANDARD FRP, SMOOTH SURFACECOLOR: S/2/S WHITE

INSTALLATION: FULL-HEIGHT OF WALLS

5

5

CLEAN201

SOILED202

PROCEDURE1

203

PROCEDURE2

204

EXAM 6205

EXAM 5206

PATIENTRESTROOM

209

SUPPLYSTORAGE

208

EQUIPMENTROOM

210

RESEARCHOFFICE

211

EXAM 7212

EXAM 4215

EXAM 3216

EXAM 2217

EXAM 1218

MA213

MA214

CONSULT220

EQUIPMENTROOM

221OFFICE

222RECEPTION

223

MDWORKROOM

225

SURGERYSCHEDULER

224 CONFERENCEROOM

226

DIRECTOROFFICE

229

WAITING227

STAFFBREAK RM.

232

STAFFRESTROOM

230

SOILEDUTILITY

231

IT/IDFCLOSET

233

ELEVATOR

PATIENTRESTROOM

235

ANTE ROOM236

HDSTORAGE

249

NURSESTATION

239

HALLWAY234

HALLWAY219

HALLWAY207

STAIRS 1

MECH. RM. JAN.

STAIRS 2

SUITE 240SUITE 250

SUITE 260

C

D

E

F

1 3 4 5

6

7 8 9 10 11

INFUSION 1240

INFUSION 2241

INFUSION 3242

INFUSION 4243

INFUSION 5244

INFUSION 6245

INFUSION 7246

A5.13

2

NON-HDSTORAGE

250

SUPPLIES248

TYP

P2

P2P2

P2

P2

P2

P2

P2

P2

P2 WP1

WP1x2

WP1x2WP1

WP1

WP1

WP1 x2

WP1WP1

WP1

WP1

WP1

WP1

5

5

HD MIXING238

WP1

WP1

WP1

WP1x2

5

5NON-HDMIXING

237

INFUSION 8247

INFUSIONAREA

251

GENERAL PATTERN NOTES

1. ALL EXAM ROOMS/PROCEDURE ROOMS TYPICAL FLOORPATTERN.

2. INITIAL INSERTION POINT AT OUTSIDE CORNER OF DOORFRAME, CLOSEST TO WALL (REGARDLESS OF DOOR SWING)

3. TILE PATTERN/COLOR SPREAD INTO ROOM.

4. TILE PATTERN/COLOR SPEAD TO CONTINUE TO OPPOSITEWALL REGARDLESS OF ROOM SIZE.

INITIAL INSERTION POINT

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A5.1FINISH FLOOR PLAN & INTERIORFINISHES

CA13500.90 FR

JD12/30/15

ROOM FINISH SCHEDULE

NUMBER NAME

FLOOR BASE

PRIV

ACY

CU

RTA

IN

WALLS CEILING

MAT

ERIA

L/C

OLO

R

MAT

ERIA

L/C

OLO

R NORTH EAST SOUTH WEST

MAT

ERIA

L

FIN

ISH

CO

LOR

CO

LOR

FIN

ISH

CO

LOR

FIN

ISH

CO

LOR

FIN

ISH

CO

LOR

FIN

ISH

201 CLEAN VCT1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -202 SOILED VCT1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -203 PROCEDURE 1 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -204 PROCEDURE 2 VCT1,2,3 CB1 CC1 P2 EG P1 EG P1 EG P1 EG ACT1 FF -205 EXAM 6 VCT1,2,3 CB1 CC1 P2 EG P1 EG P2 EG P1 EG ACT1 FF -206 EXAM 5 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -207 HALLWAY VCT1,2,3 CB1 - P1 EG P1 EG P2 EG P2 EG ACT1 FF -208 SUPPLY STORAGE VCT1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -209 PATIENT RESTROOM VCT1 CB1 - P1 FRP1,GB P1 FRP1,GB P1 FRP1,GB P1 FRP1,GB GB EG P1210 EQUIPMENT ROOM VCT1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -211 RESEARCH OFFICE C1 B1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -212 EXAM 7 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -213 MA VCT1,2,3 B1,CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -214 MA VCT1,2,3 B1,CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -215 EXAM 4 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -216 EXAM 3 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -217 EXAM 2 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -218 EXAM 1 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -219 HALLWAY VCT1,2,3 CB1 - P1 EG P2 EG P2 EG P1 EG ACT1 FF -220 CONSULT VCT1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -221 EQUIPMENT ROOM VCT1 CB1 - P1 EG P2 EG P1 EG P1 EG ACT1 FF -222 OFFICE C1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -223 RECEPTION C1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1,GB EG P1224 SURGERY SCHEDULER C1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -225 MD WORKROOM C1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -226 CONFERENCE ROOM C1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -227 WAITING C1 CB1 - P2 EG P1 EG P1 EG P2 EG ACT1 FF -229 DIRECTOR OFFICE C1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -230 STAFF RESTROOM VCT1 CB1 - P1 FRP1,GB FRP1, GB FRP1,GB FRP1,GB GB EG P1231 SOILED UTILITY VCT1 CB1 - - FRP2 FRP2 FRP2 FRP2 ACT1 FF -232 STAFF BREAK RM. VCT1 CB1 - P2 EG P1 EG P1 EG P1 EG ACT1 FF -233 IT/IDF CLOSET VCT1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -234 HALLWAY VCT1,2,3 CB1 - P1 EG P1 EG P2 EG P1 EG ACT1 FF -235 PATIENT RESTROOM VCT1 CB1 - P1 FRP1,GB P1 FRP1, GB P1 FRP1,GB P1 FRP1,GB GB EG P1236 ANTE ROOM SV1 CB2 - - FRP2 - FRP2 - FRP2 - FRP2 ACT2 FF -237 NON-HD MIXING SV1 CB2 - - FRP2 - FRP2 - FRP2 - FRP2 ACT2238 HD MIXING SV1 CB2 - - FRP2 - FRP2 - FRP2 - FRP2 ACT2 FF239 NURSE STATION VCT1,2,3 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -240 INFUSION 1 VCT1,2,3 CB1 CC1 P2 EG P1 EG P1 EG P1 EG ACT1 FF -241 INFUSION 2 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -242 INFUSION 3 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -243 INFUSION 4 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -244 INFUSION 5 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -245 INFUSION 6 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -246 INFUSION 7 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P1 EG ACT1 FF -247 INFUSION 8 VCT1,2,3 CB1 CC1 P1 EG P1 EG P1 EG P2 EG ACT1 FF248 SUPPLIES VCT1 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -249 HD STORAGE SV1 CB2 - - FRP2 - FRP2 - FRP2 - FRP2 ACT2 FF -250 NON-HD STORAGE SV1 CB2 - - FRP2 - FRP2 - FRP2 - FRP2 ACT2 FF -251 INFUSION AREA VCT1,2,3 CB1 - P1 EG P1 EG P1 EG P1 EG ACT1 FF -

4N.T.S.

FINISH MATERIALS

2N.T.S.

ROOM FINISH SCHEDULE

3/32" = 1'-0"

1FINISH FLOOR PLAN

1/4" = 1'-0"

3TYP EXAM RM / PROCEDURE RM FLOOR FINISHPLAN


5

5

5

5

5

5

5

5

5

5

5 5

5

5

5

5

DOOR ABBREVIATIONS

GENERAL DOOR NOTES1. 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. MAXIMUM EFFORT TO OPERATE DOORS:

INTERIOR: 5 LBSEXTERIOR: 5 LBSFIRE RATED: 15 LBS

AUTHORITY HAVING JURISDICTION MAY APPROVE ADJUSTMENT UP TO 15 LBS.

3. FOR REQUIRED DOOR CLEARANCES REF

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

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.

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).

8. ROOM IDENTIFICATION SIGNAGE PLACEMENT, REF

1

A7.4

MATERIALHM HOLLOW METALSCWD SOLID CORE WOODAL ALUMINUM

GLAZING TYPES

CL CLEAR LAMINATEDGLASS

FINISHES

FF FACTORY FINISHEDWOOD - ROTARY CUTNATURAL BIRCH

PT PAINTPL PLASTIC LAMINATEANOD ANODIZED ALUMINUM

GENERAL - NONENR NON-RATED

DOOR REMARKS

1. ROOM IDENTIFICATION SIGNAGE

2. EXIT ROUTE / EXIT

3. UNISEX RESTROOM DOOR SIGNAGE

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

6. PREPARE DOOR AND FRAME FOR ACCESS CONTROL HARDWAREBY TENANT'S SECURITY VENDOR.

NUMBER REMARK DETAIL

A7.45

A7.46

A7.47

2

A7.4

DOOR HARDWARE

A7.44

TYPE 1:QTY DESCRIPTION CATALOG NUMBER FINISH MFR

3 EA HINGE 5BB1 4.5 X 4.5 652 IVES1 EA PASSAGE SET ND10S RHO 626 SCHLAGE1 EA FLOOR STOP FS436 626 IVES3 EA SILENCER SR64 GRY IVES


3 EA HINGE 5BB1 4.5 X 4.5 652 IVES1 EA CLASSROOM LOCK ND70JD RHO 626 SCHLAGE1 EA FSIC CORE 23-030 EV C123 (0 BITTED) 626 SCHLAGE1 EA FLOOR STOP FS436 626 IVES3 EA SILENCER SR64 GRY IVES


1 SET POCKET DOOR KIT 9850 AL HAGER1 EA POCKET DOOR LOCK 9100ADAL-3ST 626 ACCURATE1 EA MORTISE CYLINDER 26-064 / X CAM WHERE REQ'D 626 SCHLAGE1 EA FSIC CORE 23-030 EV C123 (0 BITTED) 626 SCHLAGE


3 EA HINGE 5BB1 4.5 X 4.5 652 IVES1 EA PRIVACY LOCK ND40S RHO 626 SCHLAGE1 EA SURFACE CLOSER 4041 DEL 689 LCN1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVES1 EA MOP PLATE 8400 4" X 1" LDW B-CS 630 IVES1 EA FLOOR STOP FS436 / FS438 AS REQ'D 626 IVE1 EA THRESHOLD 546A MSLA-10 OR AS REQ'D AL ZERO INT'L3 EA SILENCER SR64 GRY IVES


2 EA HINGE 5BB1 4.5 X 4.5 652 IVES1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVES1 EA EU MORTISE LOCK L9092TEU 06A RX 626 SCHLAGE1 EA FSIC CORE 23-030 EV C123 (0 BITTED) 626 SCHLAGE1 EA FLOOR STOP FS436 / FS438 AS REQ'D 626 IVES1 EA THRESHOLD 546A MSLA-10 OR AS REQ'D AL ZERO3 EA SILENCER SR64 GRY IVES1 EA DOOR CONTACT 7764 628 SCHLAGE1 EA POWER SUPPLY PS902 LGR SCHLAGETYPE 6:QTY DESCRIPTION CATALOG NUMBER FINISH MFR

1 EA WIRE TRANSFER HINGE 4.5 X 4.5 PB81 ETW-4 652 PBB INC

1 EA LOCKSET L-9080 EU 06 626 SCHLAGE* ALL OTHER (E) DOOR HARDWARE SHALL REMAIN


3 EA HINGE 5BB1 4.5 X 4.5 652 IVES1 EA STOREROOM LOCK ND80JD RHO 626 SCHLAGE1 EA SURFACE CLOSER 4040XP 689 LCN1 EA KICK PLATE 8400 10" X 2" 630 IVES1 EA FLOOR STOP FS436 626 IVES3 EA SILENCER SR64 GRY IVES


3 EA HINGE 5BB1 4.5 X 4.5 652 IVES1 EA ENTRANCE / OFFICE LOCK ND50JD RHO 626 SCHLAGE1 EA FSIC CORE 23-030 EV C123 (0 BITTED) 626 SCHLAGE1 EA FLOOR STOP FS436 626 IVES3 EA SILENCER SR64 GRY IVES


3 EA HINGE 5BB1 4.5 X 4.5 652 IVES1 EA ENTRANCE LOCK ND53JD RHO 626 SCHLAGE1 EA FSIC CORE 23-030 EV C123 (0 BITTED) 626 SCHLAGE1 EA FLOOR STOP FS436 626 IVES3 EA SILENCER SR64 GRY IVES


1 EA WIRE TRANSFER HINGE 4.5 X 4.5 PB81 ETW-4 652 PBB INC3 EA HINGE 4.5 X 4.5 PBB81 652 PBB INC1 EA LOCKSET L-9080 EU 06 626 SCHLAGE1 EA DOOR CLOSER 8501 689 NORTON1 EA FLOOR STOP 1211 626 TRIMCO

5

5

DOOR TYPES

SOLID PANEL-REF PLAN FOR

SWING DIRECTION

1SOLID PANEL WITH

VISION GLASS

2

2"

2"

2"PER SCHED.

VARIES

FRAME ONLYA

6"4"REF SCHED

4"

GLAZINGPER SCHED

REF

SC

HED

REF SCHED

FRAME TYPES

POCKET DOOR-REF HARDWARE SETS

FOR FRAME

3

.

REF

SC

HED

REF

SC

HED

REF SCHED

ALUMINUM SLIDING DOORWESTERN INTEGRATED

ALUMAGLIDE SLIDING DOOR

4

GLAZINGPER SCHED

REF SCHED

5"

5" 5"

10"

.

REF

SC

HED

5

MTL STUD FRAMING

FOR HEADER / JAMB FRAMING- REF

HOLLOW METALDOOR FRAME

ANCHORS PERMANUFACTURER'SRECOMMENDATIONS @ 30" OCMAX & WITHIN 6" FROM EA END/ CORNER

NOTE: FRAME DEPTH TO BEDETERMINED BY OVERALLWALL THICKNESS

1/2"

1"

2"1/

2"

2" 2"

FRAME DEPTH

GYP BD

WALL TYPE

REF

9

A7.4

DOOR FRAME BEYOND

TOP OF CONCRETE SLAB

RESILIENT FLOORINGWHERE OCCURS

DOOR

TRANSITION

CARPET WHEREOCCURS

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A6.1DOOR SCHEDULE & DETAILS

CA13500.90 FR

JD12/30/15

3N.T.S.

DOOR SCHEDULE AND NOTES

DOOR SCHEDULE

DOORNUMBER

CLEAR OPENING

FIR

E R

ATIN

G DOOR FRAME

PANICHARDWARE

HARDWAREGROUP

GLAZINGTYPE

DETAILS

REMARKSWIDTH HEIGHT MATERIAL FINISH PANELTYPE MATERIAL FINISH TYPE HEAD JAMB THRESHOLD

202A 3' - 0" 7' - 0" NR SCWD PL 2 HM PT 1 No 2 CL 1/A6.1 1/A6.1 2/A6.1 1203A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 1 - 1/A6.1 1/A6.1 2/A6.1 1204A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 1 - 1/A6.1 1/A6.1 2/A6.1 1205A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 1 - 1/A6.1 1/A6.1 2/A6.1 1206A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 1 - 1/A6.1 1/A6.1 2/A6.1 1208A 3' - 0" 7' - 0" NR SCWD PL 3 HM PT REF HDWR

SETNo 3 - - - - 1

209A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 4 - 1/A6.1 1/A6.1 2/A6.1 1, 3210A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 7 - 1/A6.1 1/A6.1 2/A6.1 1211A 3' - 0" 7' - 0" NR SCWD PL 2 HM PT 1 No 8 CL 1/A6.1 1/A6.1 2/A6.1 1212A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 1 - 1/A6.1 1/A6.1 2/A6.1 1215A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 1 - 1/A6.1 1/A6.1 2/A6.1 1216A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 1 - 1/A6.1 1/A6.1 2/A6.1 1217A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 1 - 1/A6.1 1/A6.1 2/A6.1 1218A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 1 - 1/A6.1 1/A6.1 2/A6.1 1219A 3' - 0" 8' - 0" NR (E) SCWD (E) FF (E) AL ANOD A Yes 10 (E) 1/A6.1 SIM 1/A6.1 SIM 1/A6.1 SIM 1, 2, 4219B 4' - 0" 7' - 0" NR SCWD PL 2 HM PT 1 No 9 - 1/A6.1 1/A6.1 2/A6.1 1, 2, 6220A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 1 - 1/A6.1 1/A6.1 2/A6.1 1221A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 7 - 1/A6.1 1/A6.1 2/A6.1 1222A 3' - 0" 7' - 0" NR SCWD PL 2 HM PT 1 No 8 CL 1/A6.1 1/A6.1 2/A6.1 1224A 3' - 0" 7' - 0" NR SCWD PL 2 HM PT 1 No 8 CL 1/A6.1 1/A6.1 2/A6.1 1225A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 8 - 1/A6.1 1/A6.1 2/A6.1 1226A 3' - 0" 7' - 0" NR SCWD PL 2 HM PT 1 No 2 CL 1/A6.1 1/A6.1 2/A6.1 1, 2227A 4' - 0" 7' - 0" NR SCWD FF 1 AL ANOD A Yes 10 - 1/A6.1 SIM 1/A6.1 SIM 1/A6.1 SIM 1, 2, 6229A 3' - 0" 7' - 0" NR SCWD PL 2 HM PT 1 No 8 CL 1/A6.1 1/A6.1 2/A6.1 1230A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 4 - 1/A6.1 1/A6.1 2/A6.1 1, 3231A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 4 - 1/A6.1 1/A6.1 2/A6.1 1232A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 2 - 1/A6.1 1/A6.1 2/A6.1 1233A 3' - 0" 8' - 0" NR (E) SCWD (E) FF (E) (E) AL (E) ANOD (E) No 10 - (E) (E) (E) 1234A 4' - 0" 7' - 0" NR SCWD PL 2 HM PT 1 No 9 CL 1/A6.1 1/A6.1 2/A6.1 1, 2, 6234B 3' - 0" 8' - 0" NR SCWD FF 1 AL ANOD 1 Yes 10 - 1/A6.1 SIM 1/A6.1 SIM 1/A6.1 SIM 1, 2, 4235A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 2 - 1/A6.1 1/A6.1 2/A6.1 1, 3236A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No 5 - 1/A6.1 1/A6.1 2/A6.1 1, 2, 6237A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No - - 1/A6.1 1/A6.1 1/A6.1 1238A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No - - 1/A6.1 1/A6.1 1/A6.1 1246A 4' - 0" 7' - 0" NR AL ANOD 4 AL ANOD REF ELEVS No - - - - -248A 3' - 0" 7' - 0" NR SCWD PL 1 HM PT 1 No - - 1/A6.1 1/A6.1 1/A6.1 1249A 3' - 0" 7' - 0" NR SCWD PL 2 HM PT 1 No 2 CL 1/A6.1 1/A6.1 2/A6.1 1250A 3' - 0" 7' - 0" NR SCWD PL 2 HM PT 1 No 2 CL 1/A6.1 1/A6.1 2/A6.1 1

3" = 1'-0"

1DOOR HEAD / JAMB

6" = 1'-0"

2DOOR SILL5N.T.S.

NOT USED

6N.T.S.

NOT USED

7N.T.S.

NOT USED

8N.T.S.

NOT USED10N.T.S.

NOT USED

11N.T.S.

NOT USED 9N.T.S.

NOT USED

5

5

5

5

5

5

5

5


5

5 5

5

5

5

5

5

5

5

5

5

3/4" = 1'-0"

4PASS-THRU WINDOWULTRAPURE TECHNOLOGY, INC.

PT2424-24/MI/SSI

2" X 16 GA STL PLATE 16" OC MAX

SLOTTED TRACK -REF

DO NOT FASTEN GYP BD TO TRACK (TYP)

MTL STUD

SOUND ATT INS

1/2"

GAP

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

(E) CONC SLAB

10

A7.1

(2) #12 SMS (TYP)

CUT PART OF TRACK &BEND DOWN

METALSTUD A

(2) #12 SMS (TYP)

11

A7.1

1

2

4

1

2

3

4

5

1

2

3

4

7

1

2

3

4

6

16 GA MTL STUD (TYP)

MTL. PL-8 x 3 x 16GA. w/ (2) #12 SMS16" OC (TYP)

JAMB SECTION

HEADER SECTIONS

1 MTL. STUD PER FLOOR PLAN

2 #12 SMS 16" OC (TYP)

3 MTL. PL-8 x 3 x 16 GA

4 XXXT150-XX GA

5 XXXS162-XX GA

6 600S162-XX GA

7 400S162-XX GA

B C D E

A

W = 0' TO 4'-0" W = 4'-1" TO 8'-0" W = 8'-1" TO 10'-0" W = 10'-1" TO 14'-0"

MTL STUD NOTE:

1. "XXX" REFERENCES STUD DEPTH, REF WALL TYPES2. GUAGE OF HEADER AND JAMB FRAMING SHALL MATCH ASSOCIATED WALL TYPE.

6" 6"

TOP TRACK SPLICE DETAIL

BOTTOM TRACK SPLICE DETAIL

MAX.

6"

MAX.

6"

MTL STUD WHERE OCCURS

XXXS125-20 GA x 16" LONG

SLOTTED TRACK (TYP)

EXTRA ANCHOR

XXXS125-20 GA x16" LONG

MTL STUDMTL STUDTRACK

CONCSLABEXTRAANCHOR

MTL STUD NOTE"XXX" REFERENCESSTUD DEPTH, REF WALLTYPES

METAL STUD (TYP.)

WALL FINISH (TYP.) WALL FINISH (TYP.)

MTL. STUD (TYP.)

T-INTERSECTION - PLAN INTERSECTION - PLAN

CORNER - PLAN

A C

DB END - PLAN

DOUBLE MTL.STUDS

MAX

.2'

-0".

@ JAMB (TYP.)8" MAX.

MAX

.2'

- 0"

MAX

.4'

- 0"

13'-0" MAX 13'-0" MAX.

SLOTTED TRACK-REF

BRIDGING CHANNEL4'-0" OC MAX-REF

METAL STUD 16" OCMAX, XXXS162-REF

FASTENER (TYP)BASE TRACKXXXT150-REF

MTL STUD LINTELCONNECTION-REF

FOR MTL TRACK SPLICE-REF

METAL STUDBACKING-REF

1. MTL STUD NOTES"XXX" REFERENCES STUD DEPTH, REF WALL TYPES2. SLOTTED TRACK & BASE TRACK SHALL MATCH STUD GAUGE U.N.O.3. BRIDGING CHANNEL REQ'D ONLY WHERE GYP BD / SUBSTRATE IS NOT INSTALLEDFULL HT. ON BOTH SIDES OF WALL

10

A7.1

7

A7.1

5

A7.1

9

A7.1

12

A7.1

6

A7.1

13

A7.1

METAL STUDOPENING FRAMING-REF 11

A7.1

(TYP)1"

SLOTTED TRACK

METAL STUD

#8 x 9/16" LONG WAFER HEADSCREW ON BOTH SIDES

1 1/2"

1/2"

2 1/2"

1/2"REFW

ALL

TYPE

PIPE/CONDUIT PENETRATION

BASE TRACK

CUT OPENING

PIPE/CONDUIT

TYP.1" MAX.

1" M

IN. T

YP.

MIN

2".1.25

".

BASE TRACK

MTL STUD PERWALL TYPE

#8 SMS EA. LEG(E) CONC FLOOR

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

GYP BD(DELETE ON INACCESSIBLESIDE WHERE OCCURS)

WALL BASE

SEALANT &BACKER ROD

MTL STUDS

MTL STUD TRACK-REF

FLOORFINISH

ACOUSTICAL INSUL

MTL STUD TRACKATTACHMENT-REF 5

A7.1

4

A7.1

(E) CONC FLOORSTRUCT

075U50 - 16 GA CHANNEL

#10 SMS

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

(2) #10 SMS

METAL STUD

4'-0

"M

AX4'

-0"

MAX

ELEVATION

2"2"

6" x 16 GA STL PLMTL STUD

(3) #12 SMS

PLAN

16" MAX

(E) CONC SLAB

CONTINUE GYP BD TOSTRUCTURE ABOVE

MTL STUD @ 16" OC MAX362S162 - 20 GA @ WALL TYPE 1A600S162 - 20 GA @ WALL TYPE 1B800S162 - 20 GA @ WALL TYPE 1C

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

SEALANT AT OPENINGS, VOIDS, &PENETRATIONS

(E) FINISHED FLOOR

A7.18

4

A7.1

A7.13

14' -

0" +

/- M

AX

FOR ADDITIONAL FRAMING INFORMATION-REF

CEILING WHERE OCCURS

4"

SOUND ATTENUATION INSUL WHEREWALLS ENCLOSE A ROOM

5

1' -

9 3/

4"

TYP4"

VER

IFY

W/

EQU

IPM

ENT

TYP4"

UNIT SUPPORTCURB (TYP)

EXHAUST FANMOUNTING RAIL (TYP)

DUCTING- REF MECH

TYP

1' - 4"VERIFY W/

EQUIPMENT

17

A7.1

16

A7.1

18

A7.1 PROVIDE OPENING IN ROOFSTRUCTURE - COORDINATEDIMENSION W/ MECHDUCTING

(E) CONC ROOFSTRUCTURE

4" MTL COPING 4" OVERLAP 4" OVERLAP 4" OVERLAP

(E) ROOFING PLIES

FASTENER W/ NEOPRENE WASHER

24 GA GALV MTL COPING O/BITUMINOUS SELF ADHESIVE FLASHING

(N) ROOFING PLIES

PT 4x6 FLAT SUPPORT BLOCKING

MASTIC

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

MIN

0' -

3 1/

4"

VIBRATION ISOLATOR AT EXHAUST FAN ONLYBASE RAIL

FASTENER W/ NEOPRENE WASHERPT 4x6 FLAT SUPPORT BLOCKING

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

MIN

0' -

3 1/

4"

0' - 4" MIN 0' - 4" MIN

FOR ADDITIONAL NOTES ANDROOFING REQUIREMENTS-REF 16

A7.1

2"3"

(N) SHT MTL EXHAUST DUCT

MECH DUCTING

COORDINATE W/

(E) ROOF STRUCTURE

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

SS COLLAR BAND

NOTE:

1. PROVIDE MASTIC BETWEEN MTLCOPING / RAIN COLLAR AND SHT MTLEXHAUST DUCT AS INDICATED

2. CONTRACTOR SHALL X-RAY SLAB TOAVOID DISTURBING REINFORCING

RAIN COLLARSS COLLAR BAND

5"

FOR ROOFING-REF 16

A7.1SIM

COORDINATE W/ MECH DUCT(N) ROOF OPENING

VER

IFY

W/ E

QU

IP1'

- 7

3/4"

AC UNIT ABOVE-REF MECH

MOUNTING TAB(TYP)

UNIT SUPPORT CURB(TYP)

TYP4"

TYP4"1' - 0 1/4"

17

A7.1SIM

16

A7.1SIM

VERIFY W/EQUIP

(E) CONC SLAB

MTL STUD @ 16" OC MAX362S162 - 20 GA5/8" GYP BD EA SIDE

SOUND ATT INS

ACOUSTICAL SEALANT ATOPENINGS, VOIDS, &PENETRATIONS(E) FINISHED FLOOR


REF

REF

LEC

TED

CEI

LIN

G P

LAN

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

30° MIN

45° MAX

COPE AND CUT STUDBRACE FLANGES ASREQ'D ATTACH TOSTUD TRACK W/ (8) #12SMS (2 ROWS OF 4) ATEA BRACE

ALTERNATEBRACEDIRECTIONWHERE REQ'D

5' -

0" M

AX

A7.13

DELETE GYP BDON INACCESSIBLESIDE WHEREOCCURS

FOR ADDITIONAL FRAMINGINFORMATION -REF 4

A7.1

6".

A7.123

5

RESILIENT HOMOGENIOUSSHEET FLOORING PERSCHEDULE OF FINISHES

EXISTING CONCRETEFLOOR

WALL PER PLAN

U.N

. O.

6" M

IN.

SCC-XX-A COVE CAP.COLOR PER SCHEDULE OFFINISHES.

1" RADIUS COVE FILLERSTRIP

BO (E) ROOF STRUCT

(E) FIN FLR0'-0"

WINDOW HEAD7'-2"

14'-0" +/-

GLA

SS W

ALL

& D

OO

R S

YSTE

M

VERTICAL MULLION (BEYOND)WHERE OCCURS (REFINTERIOR ELEVATION)

SUSPENDED CLG

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

(E) ROOF STRUCTURE

MTL STUD BRACINGCONNECTION TO (E)ROOF STRUCTURE

MTL STUD TRACK &CONNECTION TO (E) ROOFSTRUCTURE

(E) CONC FLOOR

A7.122

INFUSIONAREA INFUSION 7

SOUNDATTENUATIONINSULATION

A7.18

A7.123

30 MIN

45° MAX

SUSPENDED CLGREF RCP

A7.121

TEMPERED BUTTGLAZING

362S162 - 20 GA MTLSTUDS @ 16" OC MAXW/ 5/8" GP BD EA SIDE

GLASS WALL SILL


TEMPERED BUTTGLAZING

SIMPSON STRONG TIE TITENHD SCREW ANCHOR @ 16" OCMAX W/ 1-1/2" MINEMBEDMENT

(E) CONC FLOOR STRUCTURE

5/8" GYP BD

362T150 - 16 GA MTL STUDTRACK -FASTEN TO EACHVERTICAL STUD W/ #12 SMSEA FLANGE

MTL STUDS

SOUND ATTENUATIONINSULATION

GLASS WALL SYSTEMHEAD


GLAZING

(E) CONC ROOF SLAB

(4) #12 SMS

BRACE

PARALLEL TO MTL DECK FLUTES OR AT CONC SLAB

L3x3x1/4

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

1 1/2" MIN 1 1/2" MIN4" MIN

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A7.1FRAMING & ROOFING DETAILS

CA13500.90 FR

JD12/30/15

3" = 1'-0"

8MTL TRACK TO CONC SLAB

1/2" = 1'-0"

12MTL STUD LINTEL CONNECTION

1 1/2" =1'-0"

11MTL STUD OPENING FRAMING 1/2" = 1'-0"

6MTL STUD TRACK SPLICE

1" = 1'-0"

13MTL STUD WALL DETAILS

1/4" = 1'-0"

4MTL STUD WALL FRAMING

3" = 1'-0"

10SLOTTED MTL TRACK 1 1/2" =

1'-0"

5WALL TO FLR & PIPE PENETRATION

3" = 1'-0"

3TYP WALL BASE

3" = 1'-0"

7MTL STUD BRIDGING

1 1/2" =1'-0"

9MTL STUD BACKING

1" = 1'-0"

1NON RATED PARTITION - TYPE 1

1" = 1'-0"

14EXHAUST FAN MOUNTING

3" = 1'-0"

16EXHAUST FAN SUPPORT CURB

3" = 1'-0"

17EXHAUST FAN SUPPPORT CURBATTACHMENT

1 1/2" =1'-0"

18DUCT PENETRATION THRU ROOF

1" = 1'-0"

15CONDENSING UNIT MOUNTING

1" = 1'-0"

2NON-RATED PARTITION - TYPE 2


3" = 1'-0"

19INTEGRAL COVE BASE DETAIL

3/4" = 1'-0"

20WALL SECTION

3" = 1'-0"

21GLASS WALL SILL

3" = 1'-0"

22GLASS WALL HEAD

1 1/2" =1'-0"

23WALL BRACING TO STRUCTURE1

5

LESSER OF 8" MAX0.25 x LENGTH OF

END RUNNER

HORIZ 6" RINGSHANK NAIL

HANGER WIRE

3 TIGHT TURNS WITHIN 1 1/2"MAIN RUNNER OR CROSS TEE

ACOUSTIC CLG TILE

WALL

METALSTRUT

3/4" MINCLR.

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

HANGER WIRE

3 TIGHT TURNS WITHIN 1 1/2"

MAIN RUNNER OR CROSS TEE

ACOUSTIC CEILING TILE

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

ALUM POP RIVET

WALL

LESSER OF 8" MAX0.25 x LENGTH OF END

RUNNER

MIN1/2"

S

E

N

W

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

COMPRESSION STRUT

CROSS RUNNER (TYP)

MAIN RUNNER (TYP)

FROM BRACING WIRES TOCOMP POST & X-RUNNER

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

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 SF2. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE.3. REFER TO CEILING DEVICE HORIZONTAL CONTROL FOR CEILING MOUNTED DEVICES REF4. FOR GRILLE / DIFFUSER AND LIGHT FIXTURE ATTACHMENT REF5. FOR ADDITIONAL NOTES REF

45

45

45

45

4'-0" T

YP4'-0" TYP

2"MAX

2"MAX

A7.24

A7.29

A7.28

A7.27

A7.23 5

A7.2

2

A7.2

12

A7.2

10

A7.2

12 GA HANGER WIRE

3 TIGHT TURNS WITHIN 1 1/2"MAIN RUNNERCROSS TEE

ACOUSTIC CLG TILE

12 GA VERTICAL HANGERWIRE @ 4' OC

LATERAL FORCE BRACING, (4) AT EACOMPRESSION STRUT W/ 12 GA WIRESECURED TO MAIN RUNNER WITHIN 2' ORCROSS TEE INTERSECTION AND SPLAYED 90°FROM BOTH DIRECTIONS W/ FIRST POINTWITHIN 6" FROM STARTING CORNER

METAL STUDCOMPRESSION POSTREF

MAIN RUNNER

(2) #12 SDSTSCREWS

CROSS TEE TYP45

°

4

A7.2

FOR ATTACHMENT ABOVEREF 5

A7.2

NOTE:FOR COMPRESSION POSTASSEMBLY AT SUSPENDED CLGREF

#6 SDST SCREWS@ 18" OC MAX

A7.23

COMPRESSION STRUT CALCULATION:

SINCE THE MAXIMUM SLENDERNESS RATION (KL/R) IS 200, THE RESULTINGEULER BUCKING STRESS, DIVIDED BY A FACTOR OF SAFETY OF 23/12 IS:Fa= 12(n²) 29e6(1.33))/23(200²))= 4970 PSI

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

A=0.078 IN² Rx=0.430 IN L-MAX=200(O.430)=86.0"Fa=274#/0.078 IN²=3513 PSI

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

A=0.078 IN² Rx=0.686 IN L-MAX=200(O.686)=137.2"Fa=274#/0.078 IN²=3513 PSI

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 INCHESFROM WALL.

SPLAYED BRACING: SETS OF FOUR, 12 GAGE MINIMUM, MAXIMUM SPACING OF 12 x 8 FEET. PROVIDEVERTICAL 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 SPLICESPERMITTED.

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

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

LIGHT FIXTURES: ATTACH TO CEILING SYSTEM TO RESIST HORIZONTAL FORCE EQUAL TO WEIGHT OFFIXTURE.

SUSPENSION SYSTEM: HEAVY DUTY

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

PREFAB DIFFUSER(REF MECH)12 GA HANGER WIREMIN (4) PER FIXTURE

12 GA HANGER WIRE4'-0" OC MAX (TYP)

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

T-BAR CEILING GRID

ACOUSTIC TILE CEILING PANEL

EQEQ

EQEQ

EQ EQ

EQ EQ

CLG GRID (TYP)

AUTOMATIC FIRE SPRINKLERHEAD, SMOKE DETECTOR OROTHER DEVICES

DIFFUSER OR GRILLE

1-1/2" x 1-1/2" X 16 GAANGLE

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

(E) CONC SLAB

MTL STUD COMPRESSIONSTRUT L/R RATIO LESSTHAN 200

(2) # 12 SDST SCREWS

SUSPENSION SYSTEMOR PROVIDE SEISMIC HOLD DOWN CLIPSCAPABLE OF RESISTING ANY DIRECTIONALFORCE EQUAL TO FIXTURE WEIGHT

WIRE HANGER PLACED ON DIAGONALCORNERS (2) EXCEPT 4'x4' FIXTURESSHALL HAVE HANGERS AT EACHCORNER (4 TOTAL)

ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCEEQUAL TO THE WEIGHT OF THE FIXTURESSUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICHSURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVEBY A 12 GA WIRE - SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOTACCEPTABLESUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITHHANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OFSUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE - SPECIAL DETAILS ARE NECESSARY FOR THISCONDITION AT THE CEILING GRID

LIGHT FIXTURE(56 LBS MAX)

2 - #8 SMS EA SIDE TO MAIN RUNNER

1.

2.

3.

HANGER WIRE

(E)CONCSLAB

1" WIDE X 12 GA STL STRAPBRACING WIRE

3/8" Ø HILTI KB-TZ EXP ANCHORW/ 2" MIN EMBED

(E)CONCSLAB

13 GA x 3/4" CEILING CLIP

0.145" DIA SHOT PIN W/ 1" MINEMBED

AT HANGER WIRE

AT BRACING WIRE

(E) CONC ROOF SLAB

6" M

IN

H /

3

30°-60°

GYP BD SOFFITWHERE OCCURS

GYP BD BULKHEADWHERE OCCURS

SUSPENDED CLGWHERE OCCURS

3 -5/8" MTL STUDS@ 16" O.C. MAX362S162- 20 GA

362S162- 20 GAMTL STUD BRACE @ 48" O.C.MAX & 12" MAX FROM EA ENDW/ (4) #12 SMS AT VERTICALHANGER STUD

A7.214

H

(E) CONC SLAB

(4) #12 SMS

BRACE

L3x3x1/4

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

1 1/2" MIN 1 1/2" MIN

4" MIN

HANGER WIRE

MAIN RUNNER ORCROSS TEE

ACOUSTICAL CEILING PANEL

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

CURTAIN TRACK

CURTAIN

(E) WINDOW FRAME

BRACKET ASSEMBLY

MANUAL CHAIN

FASCIA

SHADE FABRIC

(E) WALL

12 GA HANGER WIRE

3 TIGHT TURNS WITHIN 1 1/2" MAIN RUNNER

ACOUSTIC CLG TILE

2" 1' - 0" 6"

12 GA HANGER WIRE

9' - 6"

8' - 6"

5

USG COMPASSO SLIMPERIMETER TRIM

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A7.2CEILING DETAILS

CA13500.90 FR

JD12/30/15

3" = 1'-0"

8T-BAR CEILING PERIMETER - SLIP JOINT

3" = 1'-0"

7T-BAR CEILING PERIMETER - FIXED

3" = 1'-0"

1SUSPENDED T-BAR CEILING

3" = 1'-0"

9HANGER WIRE TO CEILING GRID

3" = 1'-0"

3METAL STUD COMPRESSION STRUT

3" = 1'-0"

4MTL STUD COMPRESSION STRUT SIZES

6" = 1'-0"

2SUSPENDED T-BAR CEILING NOTES

1 1/2" =1'-0"

11MECH DIFFUSER AT T-BAR CLG

1 1/2" =1'-0"

10CEILING DEVICES HORIZ CONTROL20N.T.S.

NOT USED

21N.T.S.

NOT USED

22N.T.S.

NOT USED

23N.T.S.

NOT USED

24N.T.S.

NOT USED

3" = 1'-0"

5COMPRESSION STRUT TOP ATTACHMENT

1 1/2" =1'-0"

12LIGHT FIXTURE AT T-BAR CLG

19N.T.S.

NOT USED

3" = 1'-0"

6HANGER WIRE TO METAL DECK

3/4" = 1'-0"

13METAL STUD SOFFIT

1 1/2" =1'-0"

14WALL BRACING TO STRUCTURE

3" = 1'-0"

15CURTAIN TRACK AT LAY-IN CEILING

3" = 1'-0"

16ROLLER WINDOW SHADE


1 1/2" =1'-0"

17SLIM PERIMETER TRIM DETAIL

18N.T.S.

NOT USED

2' - 2"

1' -

6"

2" x 2" X 12 GA TS SUPPORTBRACKETS

GYP BOARD

2"EQ

EQEQ

2"

1/4" X 2 1/2" BOLT OVER 1/4"WASHER WITH 1/4" NUTCENTERED WITHIN STUD

EQ EQ

2' - 4"

UN

O2'

- 7"

27" M

IN

WALL

CONT 3/4" HARDWOODBLOCKINGCOUNTERTOP

WIRE MOLD WHERE OCCURS

A7.320

NOTE: PROVIDE GROMMETS @ 36" O.C.

A7.310

FOR PLAN VIEW-REF

METAL STUD PER WALLTYPE PER PLAN, TYP.

#12 TEK SCREWLOCATIONS, TYP

2" x 2" x 12 GA TSSUPPORTBRACKETS

FACE OFFINISH

EQEQ

2"

2' - 8" OC MAX

2"

2' -

2" M

AX

9

A7.3

EQEQ

1/4" x 2 1/2" BOLTOVER 1/4" WASHERWITH 1/4" NUTCENTERED WITHINSTUD

(E) CONC SLAB

CASEWORK PANEL

WD BLOCKING

FLOORING

2-1/2" @ TRANSACTION COUNTER1 3/4" @ WORK SURFACE

WALL BASE (TYP)

FOR MTL STUD TRACK &FASTENER-REF 5

A7.1

FIXED PANEL

CABINET DOOR

NOTES1. KNEE AND TOE SPACE (SHADED AREA) SHALL BE PROVIDED AS REQ'D BY CBC TABLE 1115B-12. HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE INSULATED OR OTHERWISE COVERED3. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS

EXTEND FINISHED FLOOR INTO CABINET

9" M

IN

27" C

LR M

IN

6" MAX

17" MIN

8" MIN

ACCESSIBLE SINK

WALLREMOVABLE BACK PANEL

PLUMBING PIPE ESCUTCHEON

COUNTERTOP -REF

CABINET DOOR PULL

INTEGRAL TOE KICK

24"

FAUCET

FOR CABINET ANCHORAGE-REF 16

A7.3

20

A7.3

2' -

10"

REMOVABLE BACK PANEL

FOR CABINET ANCHORAGE-REF

(E) WALL

NOTE: REF INTERIORELEVATIONS FOR SPECIFICCABINET TYPES

CABINET DOOR WHERE OCCURS-PROVIDE LOCK WHERE INDICATEDON INTERIOR ELEVATIONS

ADJUSTABLE SHELVINGW/ SEISMIC PINS

12"

16

A7.3

CABINET DOOR PULL WHERE OCCURS

REF

INTE

RIO

R E

LEV

PROVIDE 18" DEEP BOTTOM SHELFAT CONFERENCE ROOM 226

18"

UPPER CABINET

COUNTERTOP -REF

BASE CABINET

FINISHED FLOOR

2".

2".

REF

CAB

INET

DET

AILS

WALL

NOTE: REF INTERIORELEVATIONS FOR SPECIFICCABINET TYPES

A7.318

BASE CABINET TO BEANCHORED SIM TO UPPERCABINET

EACH CABINET MODULE TO BEANCHORED TOP & BOTTOM ATFRAMED WALL W/ (3) #10 PANHEAD SMS @ 16" OC MAX AND 2"MAX FROM END - PROVIDEBACKING PER

7"4"

REF

CAB

INET

DET

AILS

ELE V

ATIO

NS

REF

INTE

RIO

R

20

A7.3

A7.19

FLOORING

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

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

CABINET DOOR (WHEREOCCURS)

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

(E) CONC SLAB

BASE

0' -

4" TOE KICK BLOCKING

0' - 3"

3/4"

.

1/4"

.

1 3/

4".

1".

COUNTERTOPBLOCKINGCABINET DOOR(WHERE OCCURS)

SOLID BLOCKINGWHERE OCCURS

BACKING SHEET

PLYWOOD COUNTERTOP

PLASTIC LAMINATE

AT PLASTIC LAMINATE COUNTERTOP

1/4" RADIUS EASEDEDGE AT WORK AREAS

3/4"

.

1 3/

4".

COUNTERTOPBLOCKING

3/4" BLOCKINGW/ PLASTICLAMINATE

PLYWOOD COUNTERTOP

PLASTIC LAMINATE

AT PLASTIC LAMINATE WORK SURFACE

1/4" RADIUS EASEDEDGE AT WORK AREAS

2".

4".

STL COUNTERTOPSUPPPORT

A7.320

COUNTERTOP

FOR CABINET ANCHORAGE-REF

A7.3162'

- 10

"

2' - 1 1/4"

WALL BASE

COUNTERTOP -REF

BACK PANEL


2' - 0"

BOTTOM PANEL

WALL

DOOR PULL

4" BACK SPLASH

CABINET DOOR

2'

-10"


A7.3

20

A7.3

COUNTERTOP -REF

BACK PANEL


BOTTOM PANEL

WALL

DRAWER PULL

4" BACK SPLASH

CABINET DOOR

2'

-10"


A7.3

DOOR PULL

2' - 0"

20

A7.3

NO

TED

IN IN

TER

IOR

ELE

VATI

ON

SPR

OVI

DE

TALL

DR

AWER

WH

ERE

COUNTERTOP -REF

BACK PANEL

DRAWER

BOTTOM PANEL

WALL

DRAWER PULL

4" BACK SPLASH

2'

-10"


A7.3

20

A7.3

COUNTERTOP-REF

BACK PANEL


12"

BOTTOM PANEL

WALL

2'

-6"


A7.3

20

A7.3

WALL

CABINET DOOR

FINISH FLOOR

ADJUSTABLE SHELVING

7' -

0".

C L

6" T

O C

L O

F BA

CKI

NG

3" T

O C

L O

F BA

CKI

NG

EACH CABINET MODULE TO BEANCHORED TOP & BOTTOM TOBACKING W/ (3) HILTI S-MD 10-16 x 1"SCREWS @ 16" OC MAX AND 2" MAXFROM END - FOR BACKING REF

DOOR PULL

BACK PANEL

A7.19

1' - 6"

COUNTERTOP -REF

BACK PANEL

FILE DRAWER-PROVIDE LOCK

BOTTOM PANEL

DRAWER PULL

2'

-7"

2' - 5"

A7.318

2' - 0"20

A7.3

A7.319

FIXED PANEL

NOTES1. KNEE AND TOE SPACE (SHADED AREA) SHALL BE PROVIDED AS REQ'D BY CBC TABLE 1115B-12. HOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE INSULATED OR OTHERWISE COVERED3. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS

EXTEND FINISHED FLOOR UNDER CABINET

9" M

IN

27" C

LR M

IN

6" MAX

17" MIN

8" MIN

ACCESSIBLE SINK

WALLREMOVABLE BACK PANEL

PLUMBING PIPE ESCUTCHEON

COUNTERTOP -REF

24"

FAUCET


A7.3

20

A7.3

2' -

10"

PROVIDE METAL CLIPS FORREMOVABLE FRONT PANEL

COUNTERTOP -REF

BACK PANEL

FILE DRAWER-PROVIDE LOCK

BOTTOM PANEL

DRAWER PULL

2'

-7"

2' - 0"

A7.318

3'

-6"

11"2' - 6"

20

A7.3

A7.319

COUNTERTOP -REF

2' -

7"

2' - 0"

3' -

6"

11"

2' - 6"

HARDWOODBLOCKING

WIRE MOLD WHERE OCCURS(REF ELEC)

PROVIDE COUNTERTOPSUPPORT AT NURSE STATION-REF

SIM9

A7.3

20

A7.3

A7.319

COUNTERTOP -REF

HARDWOODBLOCKING

2'-7

"

2' - 5"

2' - 0"

WIRE MOLD WHERE OCCURS(REF ELEC)

20

A7.3

A7.319

1' - 0"

1' - 6"FINISHED FLOOR PER FINISHPLAN

7' -

0"

WALL BASE PER FINISH PLAN

1' -

10"

2"5'

- 0"

2" PLASTIC LAMINATEPEDISTAL CAP

EQEQ

EQ

PLASTIC LAMINATE LOCKERDOOR

COAT HOOK, TYP. ALLLOCKERS

DOOR HINGE

MELAMINE INTERIOR FINISH

2X LOCKER BASE

2"

KEYLESS MECHANICALCOMBINATION CODE LOCK

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

METAL STUD CROSSBRACING @ 2'-0" O.C.

METAL STUD FRAMING3"

A7.19

EACH CABINET MODULE TO BEANCHORED TOP & BOTTOM ATFRAMED WALL W/ (3) #10 PANHEAD SMS @ 16" OC MAX AND 2"MAX FROM END -PROVIDE BACKING PER

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A7.3CASEWORK AND MISC. DETAILS

CA13500.90 FR

JD12/30/15

1" = 1'-0"

9COUNTERTOP SUPPORT

1" = 1'-0"

10COUNTER SUPPORT PLAN

3" = 1'-0"

19CASEWORK WALL TO FLOOR CONNECTION

1" = 1'-0"

1ACCESSIBLE SINK BASE CABINET

1" = 1'-0"

8UPPER CABINET

3/4" = 1'-0"

16TYP CABINET ANCHORAGE

3" = 1'-0"

18BASE CABINET FLOOR CONNECTION

3" = 1'-0"

20COUNTERTOP EDGE DETAIL

1" = 1'-0"

6EQUIPMENT BASE SUPPORT

1" = 1'-0"

3BASE CABINET

1" = 1'-0"

4BASE CABINET W/ DRAWER

1" = 1'-0"

5DRAWER CABINET

1" = 1'-0"

7INFUSION AREA SHELVING

1" = 1'-0"

11FULL HEIGHT STORAGE CABINET

1" = 1'-0"

12RECEPTION AREA DRAWER CABINET

1" = 1'-0"

2ACCESSIBLE EXAM ROOM SINK

1" = 1'-0"

13DRAWER CABINET & TRANSACTION COUNTER

1" = 1'-0"

15TRANSACTION COUNTER

1" = 1'-0"

14RECEPTION AREA WORK SURFACE

1" = 1'-0"

17PLASTIC LAMINATE LOCKERS

21N.T.S.

NOT USED


A

B

C

D

E

F

G

H

I

J

KEYNOTE DESCRIPTION MANUFACTURER PRODUCT #

36" GRAB BAR

42" GRAB BAR

MIRROR

PAPER TOWEL/TRASH RECEPTACLE

SEAT COVER DISPENSER

SOAP DISPENSER

SANITIZER DISPENSER

PAPER TOWEL DISPENSER

TOILET PAPER DISPENSER

FEMININE NAPKIN DISPOSAL

BOBRICK

BOBRICK

BOBRICK

BOBRICK

BOBRICK

--

BOBRICK

BRADLEY

--

--

B-5806 x 36

B-5806 x 42

B-290 1830

B-43944

B-4221

--

B-6727

250-33

--

--

48" M

IN. C

LR.

60" MIN. CLR.

MIN

.

12"

18" M

IN

60" MIN. CLR.

NOTES:

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

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.

ACCESSIBLEDOOR SIGN

ACCESSIBLEROOM SIGN

PER PLAN

9" MIN

9" MIN

EQ EQ

ELECTRICALROOM

1265

MO

UN

TIN

G H

T

REF

NO

TE 2

FO

R

3. THE COLOR AND CONTRAST OF THE SIGN SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR / WALL. CL

CL

5' -

0" A

FFC L

12" MAX4" MIN

12" MAX4" MIN

NOTE:1/8" THICK SIGN IS COMPRISED OF TWOLAYERS OF ACRYLIC MULTIPOLYMERPANELS WITH BULLNOSED EDGES.APPLIED TACTILE GRAPHICS (MACHINEENGRAVED).

8"

1' - 0"

THE NUMBER OF PEOPLEPERMITTED IN THIS ROOM

SHALL NOT EXCEED XXX BYORDER OF THE STATE

FIRE MARSHAL

1 1/

2"

1/2" TEXT

NOTE:GRAPHICS SHALL BE OFCONTRASTING COLOR

48" M

INAF

F

60" M

AXAF

F

ACRYLIC MULTIPOLYMER PANEL

APPLIED TACTILE GRAPHICS (MACHINEENGRAVED) ACCESSIBLE RESTROOMSIGN IS COMPRISED OF TWO LAYERSOF ACRYLIC MULTIPOLYMER PANELS w/BULLNOSED EDGES. APPLIED TACTILEGRAPHICS (MACHINE ENGRAVED).SHALL MEET CALIFORNIA ADASTANDARDS.-REF

NOTES:1. LOCATE PER

2. PROVIDE SIGN ON ALL UNISEX RESTROOM DOORS UNO3. SIGN COLOR SHALL DISTINCTLY CONTRAST WITH DOOR COLOR

COLOR & FINISH LEGEND:A WHITEB BLUE

A

B

6".

12" DIA

A

2

A7.4

9

A7.4

CONTRACTED GRADE 2 BRAILLE- RAISED 1/40" MIN

NOTES:1. LOCATE PER

2. PROVIDE SIGN AT ALL UNISEX RESTROOM DOORS UNO3. FOR ADDITIONAL TEXT & BRAILLE NOTES SEE

4. TYPEFACE / SYMBOLS: HELVETICA NEUE-ROMAN

RESTROOM

SQU

ARE

8 1/

2"

B

APPLIED TACTILE GRAPHICS (MACHINEENGRAVED) ROOM IDENTIFICATION SIGNIS COMPRISED OF TWO LAYERS OFACRYLIC MULTIPOLYMER PANELS w/BULLNOSED EDGES. APPLIED TACTILEGRAPHICS (MACHINE ENGRAVED) ANDBRAILLE RASTER BEADS. SHALL MEETCALIFORNIA ADA STANDARDS. SEEPROTOTYPE FOR SPECIFIC DETAILS.

1/2"

MAX

3/8"

MIN

COLOR & FINISH LEGEND:A WHITEB BLUE

6" M

IN

A

A

1/2"

.

"WOMEN"

8

A7.4

9

A7.4

2

A7.4

CONTRACTED GRADE2 BRAILLE, RAISED1/40" MIN, TO BELOCATED DIRECTLYUNDER OR ADJACENTTO EXIT INFORMATION

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 LOCATION3. FOR ADDITIONAL INFO, REF

EXIT ROUTE SIGN EXIT SIGN

EXITROUTE EXIT

A B

1/2"

MAX

3/8"

MIN

/

60" M

AXAF

F

1/2"

MAX

3/8"

MIN

/

9

A7.4

48" M

INAF

F

60" M

AXAF

F48

" MIN

AFF

8

A7.4

3/8"

MIN

3/8"

MIN

8

A7.4

CONTRACTED GRADE 2 BRAILLE,RAISED 1/40" MIN

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

NOTES:

1. LOCATE PER

2. FOR ADDITIONAL TEXT & BRAILLE NOTES REF

3. TYPEFACE / SYMBOLS: MATCH (E) SIGNAGE

COLOR & FINISH LEGEND:CONTRASTING COLOR 1CONTRASTING COLOR 2

A

A

B

ROOM NAME1/2"

MAX

3/8"

MIN

/

9"

6 - 1

/2"

1" MIN HIGHLETTERS IN CAPS

2

A7.4

60" M

AXAF

F48

" MIN

AFF

9

A7.4

1/2"

MAX

3/8"

MIN

/

CALIFORNIA GRADE 2 BRAILLE SHALL BEUSED WHEREVER BRAILLE IS REQUIREDINDIVIDUAL BRAILLE DOTS SHALL EACH BEDISTINCT AND BE ROUNDED OR DOMED INLIEU OF SQUARE SIDED AND FLAT TOPPED.

1/10" BY 1/10" GRID

2/10" SPACE BETWEEN CELLS (LETTERS)

BRAILLE SYMBOLS:CALIFORNIA CONTRACTED GRADE 2 BRAILLESHALL BE USED WHEREVER BRAILLE SYMBOLSARE REQUIRED BY EITHER THE CALIFORNIABUILDING CODE OR THE AMERICANS WITHDISABILITIES ACT ACCESSIBILITY GUIDELINES.BRAILLE SHALL BE LOCATED A MINIMUM OF 1/2"FROM TACTILE CHARACTERS. BRAILLE DOTSSHALL BE 1/10" ON CENTERS IN EACH CELLWITH 2/10" SPACE BETWEEN CELLS. BRAILLEDOTS SHALL BE RAISED 1/40" MINIMUM ABOVETHE BACKGROUND. BRAILLE DOTS TO HAVEDOMED TOPS.

CONTRAST:CHARACTERS, SYMBOLS AND PICTOGRAMSSHALL CONTRAST WITH THEIR BACKGROUND,EITHER LIGHT CHARACTERS, SYMBOLS ANDPICTOGRAMS ON A DARK BACKGROUND ORDARK CHARACTERS, SYMBOLS ANDPICTOGRAMS ON A LIGHT BACKGROUND. ACONTRAST BETWEEN THE COLOR OF THEBACKGROUND AND THE COLOR OF THECHARACTERS, SYMBOLS AND PICTOGRAMS OFAT LEAST 70% BASED ON THE LIGHTREFLECTANCE VALUE IS A RECOMMENDED. ACONTRAST BETWEEN THE BACKGROUNDCOLOR OF THE DOOR MOUNTED TOILET ROOMSIGN AND THE COLOR OF THE DOOR OF ATLEAST 70% BASED ON THE LIGHTREFLECTANCE VALUE IS RECOMMENDED.

FINISH:CHARACTERS, SYMBOLS, PICTOGRAMS ANDTHEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH, SUCH AS MATTE, SATIN OREGGSHELL.

TEXT11B-703.2.4 PROPORTIONS. VISUALCHARACTERS ON SIGNS SHALL BESELECTED FROM FONTS WHERE THE WIDTHOF THE UPPERCASE LETTER "O" IS 60PERCENT MINIMUM AND 110 PERCENTMAXIMUM OF THE HEIGHT OF THEUPPERCASE LETTER "I". STROKE THICKNESSOF THE UPPERCASE LETTER "I" SHALL BE 10PERCENT MINIMUM AND 15 PERCENT MAX OFTHE HEIGHT OF THE CHARACTER.

1/2" TEXT

1/4" RADIUSCORNERS

1/2"

INTERNATIONALSYMBOL OFACCESS FORHEARING LOSS

1/2"

1/2"

8"

1' - 0"

ASSISTIVELISTENING

SYSTEMAVAILABLE

TYP

1/2"

NOTE:1/8" THICK SIGN IS COMPRISED OF TWOLAYERS OF ACRYLIC MULTIPOLYMERPANELS WITH BULLNOSED EDGES.APPLIED TACTILE GRAPHICS (MACHINEENGRAVED).

NOTE:GRAPHICS SHALL BE OFCONTRASTING COLOR

48" M

INAF

F

60" M

AXAF

F

SEMI-RECESSED FIREEXTINGUISHER CABINET

FIRE EXTINGUISHER

GYP BD

MTL STUD OPENING FRAMING

48" T

O O

PER

ATIN

GD

EVIC

E (H

AND

LE)

3" MAX

.

PROVIDE 5/8" TYPE "X" GYP BDAROUND CABINET AT 1-HR FIRERATED WALL

EQ EQ

30" MINCLR

TO V

ALVE

44" M

AX17" M

AX

24".

17" MAX14" MIN

URINAL SCREENWHERE OCCURS

ACCESSIBLEURINAL

ACCESSIBLEURINAL

STANDARDURINAL

URINAL

36" MIN6" MAX

12".

18" MAX17" MIN

17" M

IN19

" MAX

33". 24"

MIN

54" MIN

42" MIN12" MAX

NOTES:1. FLUSH VALVE TO BE LOCATED TO THE WIDE SIDE2. PROVIDE GRAB BAR BACKING

ACCESSIBLE TOILET / GRAB BARS

40" M

AX

NOTE: PROVIDE MIN. 30" x 48" CLEAR FLOOR SPACE INFRONT OF ACCESSORY TO ALLOW FORWARD ORPARALLEL APPROACH. HIGHEST OPERABLE PART ATMAX. 3' - 4" AFF

NOTE: PROVIDEBLOCKOUT FOR FIXTUREWHERE CONCRETECURB OCCURS

PAPER TOWEL DISPENSER

40" M

AX

SANITARY NAPKIN DISPOSAL

48" M

AX

46" M

AX

34" M

AX 2' - 0"MAX

CENTERLINE OF CONTROL /SWITCH / OUTLETTOP OF CONTROL/SWITCH / OUTLET

FF FFCONTROL / SWITCH /OUTLET HEIGHT, TYP

CONTROL / SWITCH / OUTLETHEIGHT OVER OBSTRUCTION

CONTROLS, SWITCHES & OUTLETS

12".

CLR

29" M

IN

34" M

AX

18" MIN

CLR

27" M

IN

MIN8".

9" M

IN

17" MIN

NOTE: DRAIN AND HOT WATER PIPING SHALL BEINSULATED AND THERE SHALL BE NO SHARP ORABRASIVE ELEMENTS UNDER LAVATORY

KNEECLEARANCE

LAVATORY

40" M

AX

NOTE: PROVIDE MIN. 30"x 48" CLEAR FLOORSPACE IN FRONT OFACCESSORY TO ALLOWFORWARD OR PARALLELAPPROACH. HIGHESTOPERABLE PART AT MAX3' - 4" AFF

MIRROR/ SOAP DISPENSER

MAX6".

1' -

5".

STANDARD TOILET

TOILET

19" M

AX

7" - 9"

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

SAN. NAPKIN DISPOSAL& TISSUE DISPENSER

TOILET TISSUE DISPENSER

3' -

4" M

AXSEAT COVER DISPENSER

19" M

AX

NOTE: SOME ITEMS INDICATED MAY NOT BE USED

REN. 07 - 3 1- 17

LI C

ENSED ARCHI TECT

NO. C-32176

STATEOF CAL I FORN

I A

JASO

N A . DONTJE

Project #:

Revisions:

SANTA CLARITA



Sheet Title:

Agency Approval:

Project Title:

Checked:Date:


Drawn:


A7.4ACCESSIBILITY & MISC. DETAILS

CA13500.90 FR

JD12/30/15

17N.T.S.

NOT USED

18N.T.S.

NOT USED

1/4" = 1'-0"

10TOILET ACCESSORY SCHEDULE

1/2" = 1'-0"

1DOOR CLEARANCES

1/4" = 1'-0"

2DOOR SIGNAGE LOCATIONS

3" = 1'-0"

3OCCUPANT LOAD SIGN

3" = 1'-0"

4UNISEX RESTROOM DOOR SIGNAGE

3" = 1'-0"

5UNISEX RESTROOM SIGNAGE

3" = 1'-0"

6TACTILE EXIT SIGNAGE (OFOI)

3" = 1'-0"

7TACTILE ROOM ID SIGN (OFOI)

3" = 1'-0"

8CHARACTER & BRAILLE STANDARDS

3" = 1'-0"

9SIGNAGE NOTES 3" = 1'-0"

12ASSISTIVE LISTENING SIGNAGE

1 1/2" =1'-0"

13FIRE EXTINGUISHER CABINET

1/2" = 1'-0"

11ACCESSIBLE ACCESSORY MOUNTING HEIGHTS16N.T.S.

NOT USED

14N.T.S.

NOT USED

15N.T.S.

NOT USED


20N.T.S.

NOT USED

19N.T.S.

NOT USED

PROJECT SITEMUSICK LAW CENTER (LAW)

SITE PLAN LEGEND

(E) ITEM

BUILDING IN SCOPE OF WORK

PATH OF TRAVEL

SCOPE OF WORK AREA

PROJECT NAME: MUSICK LAW CENTER (LAW) OFFICE 110 ALTERATIONS

PROJECT OWNER: UNIVERSITY OF SOUTHERN CALIFORNIACAPITAL CONSTRUCTION DEVELOPMENT3434 SOUTH GRAND AVENUE, CDFLOS ANGELES, CA 90089-3162P| 213-740-1638F| 213-740-7411

PROJECT ADDRESS: 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 SFSCOPE OF WORK AREA (1ST FLOOR): 1,702 SF

BUILDING INFO: OCCUPANCY: (B) BUSINESSNUMBER OF STORIES: 4CONSTRUCTION TYPE: IIBUILDING IS FULLY SPRINKLERED

LEGAL DESCRIPTION: APN: 5039024016TRACT NO: TR12910

PROJECT INFO & SCOPE

ADD ALTERNATE 1: CONTRACTOR SHALL PROVIDE A COST TO PROVIDEHANGER WIRES, SPLAY WIRES, ETC. TO MEET CURRENT CODEREQUIREMENTS IN OFFICE 110C. REFERENCE REMODEL REFLECTEDCEILING PLAN

ADD ALTERNATES

JKP

VPD

PARD

EE W

AY

TGF

MUSICK LAW CENTER (LAW)

W EXPOSITION BLVD

RGL

JHH

AHF

HOH

A-0044

W. 34 TH ST. / CHILDS WAY

W. 34 TH ST. / CHILDS WAY

ENTRANCE2

3

A-004

1

A-004

2

A-004

A-0045

AA

00

0

A0.00

A1

A2A4

A3

A0.00

A1

ELEVATION CALLOUT

INTERIOR ELEVATIONCALLOUT

LOCATION ONSHEET


GRID BUBBLEGRID NUMBER

DEMOLITION KEYNOTEKEYNOTE NUMBER (SEELEGEND ON SHEET)

NEW CONSTRUCTIONKEYNOTEKEYNOTE NUMBER (SEE

LEGEND ON SHEET)

DOOR CALLOUTDOOR NUMBER

WINDOW CALLOUTWINDOW NUMBER

LOCATION ONSHEET


BUILDINGSECTIONCUT

SECTION #

SHEETDRAWN ON

A1011

SIMSECTION #SHEETDRAWN ON

DETAILCALLOUT

BUILDING / PAVINGELEVATION

PLAN NORTH NORTH ARROW

10'-0" CEILING HEIGHT - ABOVEFIN. FLR. ELEV. - 0'-0"

1i PARTITION TAG

WALLSECTIONCUT

SECTION #

SHEETDRAWN ON

DETAILSECTIONCUT

SECTION #SHEETDRAWN ON

TRUE NORTH

116-1

P1 FINISH TAGFINISH DESIGNATION

1A101

SIM

1A101

SIM

1

A101

SIM

NAMEELEV. 0'-0"

00.01

AC ASPHALTIC CONCRETEACT ACOUSTICAL CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORALUM ALUMINUM@ ATBO BY OWNERBOTS BOTTOM OF TUBE STEELCLST CLOSETCLG CEILINGCLR CLEARCONC CONCRETECORR CORRIDORCMU CONCRETE MASONRY UNITCONDEN CONDENSING UNITCONT CONTINUOUSCJ CONTROL JOINTCG CORNER GUARDCNTRTOP COUNTERTOPDIA DIAMETERDISP DISPENSERDWGS DRAWINGS(E) EXISTINGEWC ELECTRIC WATER COOLEREL ELEVATIONELEC ELECTRICALEQ EQUALEQUIV EQUIVALENTEJ EXPANSION JOINTEXT EXTERIORFIN FINISHFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFOS FACE OF SHEATHINGFOW FACE OF WALLFR FIRE RETARDANTGB GRAB BARGL GLASSGMMU GLASS MESH MORTAR UNITSGYP BD GYPSUM BOARDHT HEIGHTHM HOLLOW METALINSUL INSULATIONINS / PRO INSTALLATION / PROCUREMENTJC JANITOR CLOSET

MAX MAXIMUMMECH MECHANICALMIN MINIMUMMTD MOUNTEDMT MARBLE THRESHOLDMTL METALMULL MULLION(N) NEWNIC NOT IN CONTRACTNTS NOT TO SCALEOC ON CENTERO/C OWNER FURNISHED /

CONTRACTOR INSTALLEDO/O OWNER FURNISHED /

OWNER INSTALLEDPART PARTITIONPCC PORTLAND CEMENT CONCRETEPL LAM PLASTIC LAMINATEPLYWD PLYWOODPTD PAINTEDPOT PATH OF TRAVELREF REFERENCEREQ'D REQUIREDREV REVERSEDRTU ROOF TOP UNITRM ROOMRR RESTROOMSD SOAP DISPENSERSF STOREFRONTSIM. SIMILARSTDS STANDARDSSTL STEELSUSP SUSPENDEDTEMP GL TEMPERED GLASST/O TOP OFTOTS TOP OF TUBE STEELTPD TOILET PAPER DISPENSERTW TREATED WOODTYP TYPICALUCR UNDER COUNTER REFRIGERATORUL UNDERWRITER'S LABORATORIESUNO UNLESS NOTED OTHERWISEW/ WITHWD WOOD


MUSICK LAW CENTER (LAW)699 EXPOSITION BOULEVARD

LOS ANGELES, CA 90089

OFFICE AREA 110 ALTERATIONS

PROJECT #

CHECKED BY

DRAWN BY

DATE

TITLE

SHEET #

ISSUED

PROJECT

USC PROJECT # USC0001421

REN . 0 7 - 3 1 - 17

L ICENSED ARCH I TECT

NO. C-32176

STAT E OF CA L I F ORN IA

JASON A . DONTJE

CA13600.05

COVER SHEET

A-000

JD

FR

04/12/2016

UNIVERSITY OF SOUTHERN CALIFORNIA

699 EXPOSITION BLVD.LOS ANGELES, CA 90089

OWNER

UNIVERSITY OF SOUTHERN CALIFORNIAMUSICK LAW CENTER (LAW) OFFICE 110 ALTERATIONS

3434 SOUTH GRAND AVENUE, CDFLOS ANGELES, CA 90089-3162

P| 213-821-7900

CONTACT: SHELLY WONG

ARCHITECTSTUDIO +

2070 BUSINESS CENTER DRIVE, SUITE 295IRVINE, CA 92612

P| 949-228-7528

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

ELECTRICAL ENGINEERKSG ENGINEERS

111 NORTH JACKSON STREET, SUITE 121GLENDALE, CA 91206

P| 818-240-5630

CONTACT: DANIEL SOLIS

GENERAL PROJECT NOTES VICINITY MAP

CAPITAL CONSTRUCTION DEVELOPMENT

DRAWING INDEX

MECHANICAL ENGINEERCEDG

2725 WEST BURBANK BOULEVARDBURBANK, CA 91505

P| 818-566-7755

CONTACT: PHIL BECKMAN

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

2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO NOTICE TO PROCEED AND SHALL DOCUMENT EXISTING CONDITIONS OFTHE GENERAL PROJECT AREA. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EQUIPMENTAND UTILITY POINTS OF SERVICE.

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

4. CONTRACTOR SHALL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITEACCESS. 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. COMPLETEDPROJECT SHALL BE HANDED OVER TO OWNER CLEAN, INCLUDING CLEANING OF ALL HARDWARE, FIXTURES AND GLASS, ANDTHE 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 THATDEVIATE FROM THE CONSTRUCTION DOCUMENTS), FOR REVIEW BY THE ARCHITECT PRIOR TO COMMENCING SPECIFICMODIFIED WORK.

7. THE CONTRACTOR SHALL FIELD MEASURE ALL DISTANCES AND CLEARANCES PRIOR TO COMMENCEMENT OF NEW WORK ORORDERING OF MATERIALS. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THE ARCHITECTPRIOR TO PROCEEDING WITH THAT PORTION OF WORK. THE CONTRACTOR SHALL NOT SCALE ANY DRAWINGS WITHIN THECONSTRUCTION DOCUMENTS. ANY DISCREPANCIES SHALL BE RESOLVED BY THE ARCHITECT/ENGINEER PRIOR TOPROCEEDING WITH THAT WORK.

8. CONTRACTOR CLOSE-OUT DOCUMENTS: AT SUBSTANTIAL COMPLETION CONTRACTOR SHALL ASSEMBLE ORIGINAL COPIESOF ALL NEW EQUIPMENT/MATERIALS WARRANTIES AND OPERATIONAL LITERATURE. UPON ISSUANCE OF CERTIFICATE OFOCCUPANCY, THE CONTRACTOR SHALL PROVIDE TO THE OWNER, TWO COMPLETE SETS OF LEGIBLE RED- LINED AS-BUILTDRAWINGS (REFER TO DRAWING INDEX FOR LIST OF ALL SHEETS) SHOWING CONSTRUCTION, FIXED EQUIPMENT AND THEMECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS AS INSTALLED. THESE DOCUMENTS SHALL BE DELIVERED TO THE OWNERIN 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 TOCOMPLY WITH CURRENT GOVERNING CODES.

11. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDA OR BULLETIN APPROVEDBY 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 SHALLCOMPLY WITH PROVISIONS SPECIFIED IN THE CONTRACT DOCUMENTS AND WITH ALL APPLICABLE LAWS, REGULATIONS ANDORDINANCES GOVERNING WORK INCLUDING, BUT NOT NECESSARILY LIMITED TO THOSE OF:

CITY OF LOS ANGELES MUNICIPAL CODECHAPTER IX BUILDING REGULATIONS

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

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

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

2014 CITY OF LOS ANGELES MECHANICAL CODEPUBLISHED 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 CODEPUBLISHED 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

2014 CITY OF LOS ANGELES ELEVATOR CODECHAPTER 9, ARTICLE 2 OF THE LOS ANGELES MUNICIPAL CODEPUBLISHED 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

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

NFPA 13 AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED) 2010 EDITIONNFPA 14 STANDPIPE SYSTEMS (CALIFORNIA AMENDED) 2007 EDITIONNFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2002 EDITIONNFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2002 EDITIONNFPA 20 STATIONARY PIPES 2007 EDITIONNFPA 24 PRIVATE FIRE SERVICE MAINS (CALIFORNIA AMENDED) 2010 EDITIONNFPA 72 NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) 2010 EDITION

(NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES")NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2007 EDITIONNFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2006 EDITIONNFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2008 EDITION

APPLICABLE REQUIREMENTS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT

SHEET NUMBER SHEET NAME ISSUE DATEA-000 COVER SHEET 04/12/2016A-001 LADBS NOTES 04/12/2016A-002 LADBS NOTES 04/12/2016A-003 LADBS NOTES 04/12/2016A-004 (E) ACCESSIBILITY DETAILS 04/12/2016A-100 OVERALL FIRST FLOOR PLAN & ENLARGED (E) RESTROOM FLOOR PLAN 04/12/2016A-200 ENLARGED FLOOR PLANS, CEILING PLANS, DETAILS 04/12/2016A-300 DETAILS 04/12/2016A-400 SPECIFICATIONS 04/12/2016M000 LEGENDS AND DETAIL 04/12/2016M100 PARTIAL FIRST FLOOR DEMOLITION NEW PLANS 04/12/2016M800 SPECIFICATIONS 04/12/2016E-000 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES 04/12/2016E-001 ELECTRICAL CLOSEOUT SPECIFICATIONS 04/12/2016E-002 IDENTIFICATION SPECIFICATIONS 04/12/2016E-100 DEMOLITION POWER AND NEW POWER PLAN 04/12/2016E-200 NEW POWER AND LIGHTING PLAN 04/12/2016E-500 ELECTRICAL DETAIL 04/12/2016E-700 SINGLE LINE DIAGRAM 04/12/2016E-800 ENERGY COMPLIANCE FORMS 04/12/2016E-801 ENERGY COMPLIANCE FORMS 04/12/2016E-802 ENERGY COMPLIANCE FORMS 04/12/2016

Grand total: 22

1" = 50'-0"

1SITE PLAN

SYMBOLS

ABBREVIATIONS

(E) SLOPED WALKWAY UP

(E) SLOPED WALKWAY UP

MAX SLOPE EA WAY6' - 0" (E) LANDING @ 2%

MAX

SL O

PE E

A W

AY12

' - 0

" (E)

LAN

DIN

G @

2%

(E) 2" WARNING STRIPEAT STAIR NOSING (TYP)

+ TR

EAD

DEP

TH12

" (E)

MIN

(E) PLANTERWALL

MIN

12" (

E)

5% MAX SLOPE (E)

5% MAX SLOPE (E)


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

UP


(E) 2" WARNING STRIPEAT STAIR NOSING (TYP)

A-0047

A-0047

TYP

UPTYP

+ TR

EAD

DEP

TH12

" (E)

MIN

MIN

12" (

E)

FOR STAIR NOSING DETAIL-REF 7/A-004

FOR STAIR NOSING DETAIL-REF 7/A-004





PROJECT #

CHECKED BY

DRAWN BY

DATE

TITLE

SHEET #

ISSUED

PROJECT


REN . 0 7 - 3 1 - 17


NO. C-32176


JASON A . DONTJE

CA13600.05

(E) ACCESSIBILITY DETAILS

A-004

JD

FR

04/12/2016

1/8" = 1'-0"

1(E) ACCESSIBLE PARKING

3/4" = 1'-0"

4(E) ACCESSIBLE PARKING SIGNAGE

1/8" = 1'-0"

2(E) ACCESSIBLE VAN PARKING

1/8" = 1'-0"

3(E) TYPICAL PARKING STRIPING

1/8" = 1'-0"

5(E) ENLARGED STAIR PLAN

12N.T.S.

NOT USED

14N.T.S.

NOT USED

15N.T.S.

NOT USED

16N.T.S.

NOT USED

17N.T.S.

NOT USED

18N.T.S.

NOT USED

19N.T.S.

NOT USED

20N.T.S.

NOT USED

21N.T.S.

NOT USED

22N.T.S.

NOT USED

23N.T.S.

NOT USED

1" = 1'-0"

6(E) STAIR NOSING DETAILS

1/2" = 1'-0"

7(E) HANDRAIL EXTENSION DETAILS

1/4" = 1'-0"

8(E) HANDRAIL NON-CIRCULAR CROSSSECTION

13N.T.S.

NOT USED

9N.T.S.

NOT USED

11N.T.S.

NOT USED

10N.T.S.

NOT USED

UP UP

OFFICE110C

A-2003

A-2001

OFFICE124A

CLASSROOM130

STORAGE132

CLASSROOM103

OFFICE100A

OFFICE100B

OFFICE100C

OFFICE100D

OFFICE100E

OFFICE100

OFFICE104A OFFICE

104

OFFICE104B

CLASSROOM101

OFFICE104C OFFICE

104D

OFFICE104E

WORKROOM104F

OFFICE104G

STAIRSS1D

SEMINAR ROOM120

STAIRSS1A

INTERVIEW128

OFFICE124

OFFICE124B

OFFICE124C

OFFICE122A

OFFICE122

OFFICE121

JAN125A

MENS ROOM125

WOMENS ROOM129C

STORAGE127

STAIRSS1C

SEMINAR ROOM118

OFFICE110

OFFICE110F

CONF110E

WORK RM110G

OFFICE110B

OFFICE110A

STORAGE129B

OM VEST129A

VEST129

ELEVATORE1B

CORRIDOR

LOBBY

STAIRS

Room110J

LOBBY

STORAGE100G

STAIRSS1B

TRIAL COURT107

SEMINAR ROOM114

CORRIDOR

VEST107D

ELEV LOBBYE1I

ELEVE1A

WOMENS ROOM108A

MENS ROOM111A

OFFICE109A

VEST107C

TEL CLOSET111B

PROJ. RM107A

SEMI106

CLASSRM107B

OFFICE105

OFFICE105DOFFICE

105COFFICE105B

OFFICE105A

STAIRSS1E

VEST108

VEST111

STAIRSS1F

A-1002

FOR CONTINUATON OF PATH OF TRAVEL-REF

A-0001

PATH OF TRAVEL = 167' - 0"

CORRIDOR

WOMENS ROOM108A

MENS ROOM111A

TEL CLOSET111B

VEST108

VEST111

A-1004

MIN (E)18"

19" MAX17" MIN

MIN (E)18"

MIN (E)18"

MIN

(E)

48

"

60" DIACLR

60" DIACLR

MIN (E)18"

60" DIACLR

60" DIACLR

MIN

(E)

48"

MIN (E)18"

19" MAX17" MIN

30"x48"CLR

30"x48"CLR30"x48"

CLR

A

B

D

D

B

H

H

H

H

G

GJ

C

C

F

E

MIN (E)60"

MIN (E)60"

I

I

A

OVERALL FLOOR PLAN LEGEND

EXIT PATH

(N) ITEM

(E) ITEM

19".

19".

7" - 9"7" - 9"

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

SAN. NAPKIN DISPOSAL& TISSUE DISPENSER

TISSUEDISPENSER

EQ EQ

30" MINCLR

TO V

ALVE

44" M

AX17" M

AX

24".

17" MAX14" MIN

URINAL SCREENWHERE OCCURS

ACCESSIBLEACCESSIBLESTANDARD

URINAL

36" MIN6" MAX

17-1/2".

18" MAX17" MIN

17" M

IN19

" MAX

33". 24"

MIN

54" MIN

42" MIN12" MAX

NOTES:1. FLUSH VALVE TO BE LOCATED TO THE WIDE SIDE2. REF FRAMING DETAILS FOR GRAB BAR BACKING

ACCESSIBLE TOILET / GRAB BARS

40" M

AX

NOTE: PROVIDE MIN. 30" x 48" CLEAR FLOOR SPACE INFRONT OF ACCESSORY TO ALLOW FORWARD ORPARALLEL APPROACH. HIGHEST OPERABLE PART ATMAX. 3' - 4" AFF

NOTE: PROVIDEBLOCKOUT FOR FIXTUREWHERE CONCRETECURB OCCURS

PAPER TOWEL DISPENSER / HAND DRYER

40" M

AX

NOTE: HIGHEST OPERABLEPART AT MAX 3' - 4" AFF

SAN. NAP. DISPOSAL / ST CVR DISPENSER

48" M

AX

46" M

AX

34" M

AX 2' - 0"MAX

TOP OF CONTROL /SWITCH / OUTLETTOP OF CONTROL/SWITCH / OUTLET

FF FFCONTROL / SWITCH /OUTLET HEIGHT, TYP

CONTROL / SWITCH / OUTLETHEIGHT OVER OBSTRUCTION

CONTROLS, SWITCHES & OUTLETS

12".

HANDDRYER

CLR

29" M

IN

34" M

AX

18" MIN

CLR

27" M

IN

MIN8".

9" M

IN

17" MIN

NOTE: DRAIN AND HOT WATER PIPING SHALL BEINSULATED AND THERE SHALL BE NO SHARP ORABRASIVE ELEMENTS UNDER LAVATORY

KNEECLEARANCE

LAVATORY

40" M

AX

NOTE: PROVIDE MIN. 30"x 48" CLEAR FLOORSPACE IN FRONT OFACCESSORY TO ALLOWFORWARD OR PARALLELAPPROACH. HIGHESTOPERABLE PART AT MAX3' - 4" AFF

MAX6".

MIRROR / SOAP DISPENSERTOILET TISSUE DISPENSER

TOR

EFLE

CTI

VESU

RFA

CE

12". 24".CLMIN MIN

FOF

SID

EAP

PRO

ACH

44" M

AXFR

ON

TAP

PRO

ACH

CL

C L

SEATCOVER

DISPENSER

SANITARYNAPKIN

DISPOSAL

A-1005

A-1003

A (E) LAV

B (E) WATER CLOSET

C (E) SOAP DISPENSER

D (E) PAPER TOWEL DISPENSER/WASTE RECEPTACLE

E (E) TOILET TISSUE DISPENSER

F (E) TOILET TISSUE DISPENSER/FEMININE NAPKIN DISPPOSAL

G (E) MIRROR

H (E) GRAB BAR

I (E) TOILET SEAT COVERDISPENSER

J (E) URINAL

FOR (E) RESTROOM FIXTURE &ACCESSORY MOUNTING-REF

FOR (E) RESTROOM SIGNAGE-REF





PROJECT #

CHECKED BY

DRAWN BY

DATE

TITLE

SHEET #

ISSUED

PROJECT


REN . 0 7 - 3 1 - 17


NO. C-32176


JASON A . DONTJE

CA13600.05

OVERALL FIRST FLOOR PLAN &ENLARGED (E) RESTROOMFLOOR PLAN

A-100

JD

JD

04/12/2016

3/32" = 1'-0"

1OVERALL FIRST FLOOR PLAN

1/4" = 1'-0"

2ENLARGED (E) RESTROOM FLOOR PLAN 1/4" = 1'-0"

3(E) RESTROOM SIGNAGE 1/2" = 1'-0"

5(E) RR FIXTURE & ACCESSORY MOUNTING

1/4" = 1'-0"

4(E) DRINKING FOUNTAIN

6N.T.S.

NOT USED

OFFICE110

OFFICE110B

CONF110C

OFFICE110D

WORK ROOM110E

OFFICE110A

00.08

00.0300.08

00.03

00.02

00.02

00.02

00.02

00.02

00.01

00.09 00.09

00.02

OFFICE110A

OFFICE110B

OFFICE110C

OFFICE110

CONF110E

OFFICE110F

WORK RM110G

1A

1A

12.01

12.01

12.01

12.01

12.01

12.01

110C-A

A-200 5

09.04

09.04

ALIG

N

ALIGN

10.02

PROVIDE BACKING @18" O.C. VERTICAL

ALONG ENTIRE LENGTHOF WALL BETWEEN

2' - 0" A.F.F. AND 6' - 6" A.F.F

P2P2

P2

P2

P2

P2

P2

OFFICE110

OFFICE110B

CONF110C

00.04

00.05 TYP

00.05 TYP

00.04

(E) LIGHTFIXTURE

00.06

OFFICE110B

OFFICE110C

CONF110E

OFFICE110

09.02

09.01

09.01

09.0226.01

26.01

TYP

TYP

TYP

TYP

08.01

(E) LIGHTFIXTURE

12

A-300

4"MATCH (E)4' - 4" +/-

MAT

CH

(E)

2' -

0" +

/-H

EIG

HT

MAT

CH

(E)

08.01

(E) CEILING

10' -

0" +

/- (E

)

CONTRACTED GRADE2 BRAILLE, RAISED1/40" MIN, TO BELOCATED DIRECTLYUNDER OR ADJACENTTO EXIT INFORMATION

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 LOCATION3. FOR ADDITIONAL INFO, REF

EXIT ROUTE SIGN

EXITROUTE

A

3/8"

7

A-200

60" M

AXAF

F48

" MIN

AFF

8

A-200

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

B

CALIFORNIA GRADE 2 BRAILLE SHALL BEUSED WHEREVER BRAILLE IS REQUIREDINDIVIDUAL BRAILLE DOTS SHALL EACH BEDISTINCT AND BE ROUNDED OR DOMED INLIEU OF SQUARE SIDED AND FLAT TOPPED.

BRAILLE SPACING TEMPLATE

1/10" BY 1/10" GRID

2/10" SPACE BETWEEN CELLS (LETTERS)

BRAILLE SYMBOLS:CALIFORNIA CONTRACTED GRADE 2 BRAILLESHALL BE USED WHEREVER BRAILLE SYMBOLSARE REQUIRED BY EITHER THE CALIFORNIABUILDING CODE OR THE AMERICANS WITHDISABILITIES ACT ACCESSIBILITY GUIDELINES.BRAILLE SHALL BE LOCATED A MINIMUM OF 1/2"FROM TACTILE CHARACTERS. BRAILLE DOTSSHALL BE 1/10" ON CENTERS IN EACH CELLWITH 2/10" SPACE BETWEEN CELLS. BRAILLEDOTS SHALL BE RAISED 1/40" MINIMUM ABOVETHE BACKGROUND. BRAILLE DOTS TO HAVEDOMED TOPS.

CONTRAST:CHARACTERS, SYMBOLS AND PICTOGRAMSSHALL CONTRAST WITH THEIR BACKGROUND,EITHER LIGHT CHARACTERS, SYMBOLS ANDPICTOGRAMS ON A DARK BACKGROUND ORDARK CHARACTERS, SYMBOLS ANDPICTOGRAMS ON A LIGHT BACKGROUND. ACONTRAST BETWEEN THE COLOR OF THEBACKGROUND AND THE COLOR OF THECHARACTERS, SYMBOLS AND PICTOGRAMS OFAT LEAST 70% BASED ON THE LIGHTREFLECTANCE VALUE IS A RECOMMENDED. ACONTRAST BETWEEN THE BACKGROUNDCOLOR OF THE DOOR MOUNTED TOILET ROOMSIGN AND THE COLOR OF THE DOOR OF ATLEAST 70% BASED ON THE LIGHTREFLECTANCE VALUE IS RECOMMENDED.

FINISH:CHARACTERS, SYMBOLS, PICTOGRAMS ANDTHEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH, SUCH AS MATTE, SATIN OREGGSHELL.

TEXT & BRAILLE SYMBOLS-REF 8

A-200

TEXT11B-703.2.4 PROPORTIONS. VISUALCHARACTERS ON SIGNS SHALL BESELECTED FROM FONTS WHERE THEWIDTH OF THE UPPERCASE LETTER "O" IS60 PERCENT MINIMUM AND 110 PERCENTMAXIMUM OF THE HEIGHT OF THEUPPERCASE LETTER "I". STROKETHICKNESS OF THE UPPERCASE LETTER"I" SHALL BE 10 PERCENT MINIMUM AND 15PERCENT MAX OF THE HEIGHT OF THECHARACTER.

DEMOLITION FLOOR PLAN LEGENDAREA OF WORK

(E) ITEM

REMOVE / DEMO (E) ITEM

DEMOLITION FLOOR PLAN NOTES1. ALL OFFICE FURNITURE WITHIN SUITE SHALL BE MOVED / REMOVED BY THECONTRACTOR FOR PAINTING AND THEN RE-INSTALLED ONCE PAINTING ISCOMPLETE.

FLOOR PLAN LEGENDAREA OF WORK

(E) ITEM

(N) ITEM

REMODEL FLOOR PLAN NOTES1. 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 UNO5. REFERENCE 'INTERIOR FINISHES' FOR FINISH INFO6. PROVIDE AT ALL NEW WALLS7. ALL CEILINGS ARE LOCATED AT 10'-0" A.F.F.

P1

CB1

DEMOLITION RCP PLAN LEGEND

LIGHT FIXTURES


HVAC SUPPLY/RETURN

(N) ITEM

(E) ITEM

DEMO / REMOVE ACOUSTICALCEILING TILE

DEMO / REMOVE ITEM

REMODEL RCP LEGEND

LIGHT FIXTURES


HVAC SUPPLY/RETURN

(N) ITEM

(E) ITEM

(N) ACOUSTICAL CEILING TILE

ADD ALTERNATE 1: CONTRACTOR SHALL PROVIDE A COST TOPROVIDE HANGER WIRES, SPLAY WIRES, ETC. TO MEET CURRENTCODE REQUIREMENTS IN OFFICE 110C. -REF

PAINT

P1 MANUFACTURER: DUNN-EDWARDS1ST & 2ND COAT: ULTRASHIELD INTERIORCOLOR: DEW 385 LIGHTHOUSEFINISH: EGGSHELL (ES)INSTALLATION: FIELD PAINT

P2 MANUFACTURER: DUNN-EDWARDS1ST & 2ND COATS: ULTRASHIELD INTERIORCOLOR: TO BE DETERMINED FROM MFR'S STANDARD RANGE OF COLORSFINISH: EGGSHELL (ES)INSTALLATION: ACCENT WALLS

P3 MANUFACTURER: DUNN EDWARDS1ST COAT: ULTRASHIELD INTERIOR2ND & 3RD COATS: ULTRASHIELD INTERIORCOLOR: MATCH (E) DOOR FRAMESFINISH: SEMI-GLOSSINSTALLATION: DOOR FRAMES

COVE BASE

CB1 MANUFACTURER: BURKETYPE: COVED RUBBER BASE, TSCOLOR: 674 CARMINE GRAYHEIGHT: 4" FIRE CLASS: N/AFLAME SPREAD: N/ASMOKE DENSITY: N/AVOC: CERTIFIED LOW EMISSIONS





PROJECT #

CHECKED BY

DRAWN BY

DATE

TITLE

SHEET #

ISSUED

PROJECT


REN . 0 7 - 3 1 - 17


NO. C-32176


JASON A . DONTJE

CA13600.05

ENLARGED FLOOR PLANS,CEILING PLANS, DETAILS

A-200

JD

JD

04/12/2016

KEYNOTE LEGENDNUMBER PROVIDE ITEM / WORK00.01 REMOVE DOOR & FRAME - SALVAGE DOOR & HARDWARE AND

DOOR PLAQUE - TURN OVER TO OWNER00.02 REMOVE OFFICE FURNITURE / EQUIPMENT & REINSTALL AT

PROJECT COMPLETION00.03 DEMO WALL-MOUNTED SHELVING & PLYWD BACKING00.04 REMOVE ACOUSTICAL CEILING TILE & PROTECT FOR

REINSTALLATION00.05 DEMO CEILING SUSPENSION SYSTEM GRID MEMBER00.06 DEMO 2X4 LIGHT FIXTURE00.08 DEMO OFFICE FURNITURE00.09 DEMO CARPET AT NEW WALL AS REQ'D PER REMODEL PLAN08.01 FIXED WINDOW - US ALUMINUM 487 SERIES W/ 1/4" CLEAR GLAZING

- MATCH FINISH OF (E) WINDOWS IN SUITE09.01 INSTALL CEILING SUSPENSION SYSTEM GRID MEMBERS & WALL

ANGLES AS REQ'D TO ENCLOSE ROOM (12/A-300)09.02 REINSTALL SALVAGED ACOUSTICAL CEILING TILE09.04 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

COMPLETION26.01 2x4 LIGHT FIXTURE (REF ELEC)

1/4" = 1'-0"

11ST FLOOR PLAN - DEMOLITION 1/4" = 1'-0"

31ST FLOOR PLAN - REMODEL

1/4" = 1'-0"

21ST FLOOR RCP - DEMOLITION 1/4" = 1'-0"

41ST FLOOR RCP - REMODEL

1/4" = 1'-0"

5INTERIOR ELEVATION

3" = 1'-0"

6TACTILE EXIT SIGNAGE

3" = 1'-0"

8CHARACTER & BRAILLE STANDARDS

3" = 1'-0"

7SIGNAGE NOTES

12" = 1'-0"

9INTERIOR FINISHES

@ JAMB (TYP.)8" MAX.

13'-0" MAX 13'-0" MAX.

SLOTTED TRACKXXXSLT250 - 20 GA-REF

NOTE: BRIDGINGCHANNEL NOT REQ'DWHERE GYP BD ISINSTALLED BOTH SIDES

METAL STUDOPENING FRAMING-REF

METAL STUD 16" OCMAX, XXXS162 - 20 GA-REF

FASTENER (TYP)

BASE TRACKXXXT150 - 20 GA-REF

MTL STUD LINTELCONNECTION-REF

FOR MTL TRACK SPLICEREF

MTL STUD NOTE1. "XXX" REFERENCES STUD DEPTH, REF WALL TYPES2. ALL MTL STUDS SHALL BE PER ICC-ESR 3016

4

A-300

8

A-300

6

A-300

3

A-300

5

A-300

7

A-300

PER PLANOPENING

METAL STUDBACKING-REF 11

A-300

PIPE/CONDUIT PENETRATION

BASE TRACK

CUT OPENING

PIPE/CONDUIT

TYP.1" MAX.

1" M

IN. T

YP.

MIN

2".1.25

".

BASE TRACK

MTL STUD PERWALL TYPE

#8 SMS EA. LEG(E) CONC FLOOR

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

6" 6"

TOP TRACK SPLICE DETAIL

BOTTOM TRACK SPLICE DETAIL

MAX.

6"

MAX.

6"

MTL STUD WHERE OCCURS

XXXS125-20 GA x 16" LONG

SLOTTED TRACK (TYP)

EXTRA ANCHOR

XXXS125-20 GA x16" LONG

MTL STUDMTL STUDTRACK

CONCSLABEXTRAANCHOR

MTL STUD NOTE"XXX" REFERENCESSTUD DEPTH, REF WALLTYPES

(TYP)1"

SLOTTED TRACK ICC ESR-1042

METAL STUD

#8 x 9/16" LONG WAFER HEADSCREW ON BOTH SIDES

1 1/2"

1/2"

2 1/2"

1/2"

REFWALL

TYPE

1

2

4

1

2

3

4

5

16 GA MTL STUD (TYP)

MTL. PL-8 x 3 x 16GA. w/ (2) #12 SMS16" OC (TYP)

JAMB SECTION

HEADER SECTIONS

1 MTL. STUD PER FLOOR PLAN

2 #12 SMS 16" OC (TYP)

3 MTL. PL-8 x 3 x 16 GA

4 XXXT150-16 GA

5 XXXS162-16 GA

6 600S162-16 GA

7 400S162-16 GA

B C

A

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

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

(2) #12 SMS (TYP)

CUT PART OF TRACK &BEND DOWN

NOTE:DETAIL IS SIMILAR FOR SILL CONDITION

METALSTUD A

(2) #12 SMS (TYP)

5

A-300

METAL STUD (TYP.)

WALL FINISH (TYP.) WALL FINISH (TYP.)

MTL. STUD (TYP.)

T-INTERSECTION - PLAN INTERSECTION - PLAN

CORNER - PLAN

A C

DB END - PLAN

DOUBLE MTL.STUDS

(E) STRUCTURE ABOVE

CONTINUE GYP BD TOSTRUCTURE ABOVE

3-5/8" MTL STUD @ 16" OC MAX362S162 - 20 GA (ICC-ESR 3016)

5/8" GYP BD EA. SIDE

FIRESTOPPING AT OPENINGS,VOIDS, & PENETRATIONS

(E) FINISHED FLOOR

A-30010

2

A-300

A-3009

MAX

14

' - 0

"

FOR ADDITIONAL FRAMING INFORMATION-REF

SOUND ATTENUATION INSUL


GYP BD

WALL BASE

SEALANT & BACKERROD

MTL STUDS

MTL STUD TRACK-REF

FLOORFINISH

SOUND ATTENUATIONINSULATION

MTL STUD TRACKATTACHMENT-REF 8

A-300

2

A-300

(E) CONC FLOORSTRUCT

(E) CONC STRUCTURE

16 GA SLOTTED TRACK -REF

MTL STUD PER WALL TYPE

DO NOT FASTEN GYP BD TO TRACK (TYP)

1/2"

GAP3"

4

A-300

0.145" DIA RAMSET 1500 SERIES SHOTPINS (LARR 22668)- EMBED 1 1/2" AT CONC

FOAM BACKER ROD

SEALANT

S

E

N

W

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

(E) COMPRESSION STRUTWHERE OCCURS

CROSS RUNNER(TYP)

MAIN RUNNER (TYP)

FROM BRACING WIRES TOCOMP POST & X-RUNNER

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

NOTES:1. FOR GRILLE / DIFFUSER AND LIGHT FIXTURE ATTACHMENT

2. FOR ADDITIONAL NOTES

45

45

45

45

4'-0" T

YP4'-0" TYP

2"MAX

2"MAX

A-30014

A-30017

A-30017

A-30017

A-30016

A-30015

19

A-300

18

A-300

13

A-300

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 INCHESFROM WALL.

SPLAYED BRACING: SETS OF FOUR, 12 GAGE MINIMUM, MAXIMUM SPACING OF 12 x 8 FEET. PROVIDEVERTICAL 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 SPLICESPERMITTED.

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

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

LIGHT FIXTURES: ATTACH TO CEILING SYSTEM TO RESIST HORIZONTAL FORCE EQUAL TO WEIGHT OFFIXTURE.

SUSPENSION SYSTEM: HEAVY DUTY

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

HANGER WIRE

(E) MTL DECK

(E)CONCFILL

(E) MTL DECK

1" WIDE X 12 GA STL STRAPBRACING WIRE

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

(E)CONCFILL

13 GA x 3/4" CEILING CLIP

0.145" DIA SHOT PIN W/ 1" MINEMBED (LARR 25646)

AT HANGER WIRE

AT BRACING WIRE

HANGER WIRE

3 TIGHT TURNS WITHIN 1 1/2"

MAIN RUNNER OR CROSS TEE

ACOUSTIC CEILING TILE

WALL ANGLE ATTACHED W/ #6 SMS 32" OC

ALUM POP RIVET

WALL

LESSER OF 8" MAX0.25 x LENGTH OF END

RUNNER

MIN1/2"

A-30014

LESSER OF 8" MAX0.25 x LENGTH OF

END RUNNER

HORIZ 6" RINGSHANK NAIL

HANGER WIRE

3 TIGHT TURNS WITHIN 1 1/2"MAIN RUNNER OR CROSS TEE

ACOUSTIC CLG TILE

TRIM ANGLE ATTACHED W/ #6 SMS 32" OC

WALL

METALSTRUT

1/2"MIN

A-30014

PREFAB DIFFUSER(REF MECH)12 GA HANGER WIREMIN (4) PER FIXTURE

12 GA HANGER WIRE4'-0" OC MAX (TYP)

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

T-BAR CEILING GRID

ACOUSTIC TILE CEILING PANEL

SUSPENSION SYSTEMOR PROVIDE SEISMIC HOLD DOWN CLIPSCAPABLE OF RESISTING ANY DIRECTIONALFORCE EQUAL TO FIXTURE WEIGHT

WIRE HANGER PLACED ON DIAGONALCORNERS (2) EXCEPT 4'x4' FIXTURESSHALL HAVE HANGERS AT EACHCORNER (4 TOTAL)

ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCEEQUAL TO THE WEIGHT OF THE FIXTURESSUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICHSURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVEBY A 12 GA WIRE - SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOTACCEPTABLESUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITHHANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OFSUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE - SPECIAL DETAILS ARE NECESSARY FOR THISCONDITION AT THE CEILING GRID

LIGHT FIXTURE(56 LBS MAX)

2 - #8 SMS EA SIDE TO MAIN RUNNER

1.

2.

3.

12 GA HANGER WIRE

3 TIGHT TURNS WITHIN 1 1/2"MAIN RUNNERCROSS TEE

ACOUSTIC CLG TILE

A-30014

ELEVATION

2"2"

6" x 16 GA STL PLMTL STUD

(3) #12 SMS

PLAN#8 SMS @ ALL STUD TORUNNER CONNECTIONS (TYP)

(E) DOOR JAMB FRAMING

5/8" GYP. BD ON EACHSIDE OF INFILL WALL

SEALANT BOTH SIDES

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

(E) HEADER BOTTOM TRACK

SECTION A

AMETAL STUD WALL FRAMING@ 16" O.C. TO MATCH EXISTINGWALL WIDTH

MTL STUD BASE TRACK-REFVI

F7'

- 0"

+/-

PROVIDE ACOUSTICALINSULATION FULL WIDTH OFWALL AT (N) FRAMING

NOTE: MTL STUDS SHALL BE PERICC-ESR 1464

VIF3' - 4" +/-

2

A-300

MTL STUD FRAMING

FOR HEADER / JAMB FRAMING- REF

HOLLOW METALDOOR FRAME

ANCHORS PERMANUFACTURER'SRECOMMENDATIONS @ 30" OCMAX & WITHIN 6" FROM EA END/ CORNER

NOTE: FRAME DEPTH TO BEDETERMINED BY OVERALLWALL THICKNESS

1/2"

1"

2"1/

2"

2" 2"

FRAME DEPTH

GYP BD

WALL TYPEREF

2

A-300

DOOR ABBREVIATIONSFF FACTORY FINISHHM HOLLOW METALSCWD SOLID CORE WOOD

DOOR HARDWARE SETHARDWARE SET 1

DEVICE MODEL FINISH MANUFACTURER(3) HINGE TA2714 NRP 4-1/2” x 4-1/2” MATCH (E) MCKINNEY(1) CLASSROOM LOCKSET ML2055 LWA CT6 MATCH (E) CORBIN RUSSWIN(1) WALL STOP 403 MATCH (E) ROCKWOOD MFG

DOOR TYPE

FLUSH SWINGING DOORA

2"

A

REF DOOR SCHED

2"

REF

DO

OR

SC

HED

FRAME TYPE

REF

DO

OR

SC

HED

REF DOOR SCHED

NOTESDOOR FRAME FINISH SHALL BE P3





PROJECT #

CHECKED BY

DRAWN BY

DATE

TITLE

SHEET #

ISSUED

PROJECT


REN . 0 7 - 3 1 - 17


NO. C-32176


JASON A . DONTJE

CA13600.05

DETAILS

A-300

JD

FR

04/12/2016

1/4" = 1'-0"

2MTL STUD WALL FRAMING

1 1/2" = 1'-0"

8WALL TO FLR & PIPE PENETRATION 1/2" = 1'-0"

3MTL STUD TRACK SPLICE

3" = 1'-0"

4SLOTTED MTL TRACK

1 1/2" = 1'-0"

5MTL STUD OPENING FRAMING

1/2" = 1'-0"

6MTL STUD LINTEL CONNECTION

1" = 1'-0"

7MTL STUD WALL DETAILS

1" = 1'-0"

1WALL TYPE 1A

3" = 1'-0"

9WALL BASE

3" = 1'-0"

10TOP OF WALL ASSEMBLY

3" = 1'-0"

12SUSPENDED T-BAR CEILING

6" = 1'-0"

13SUSPENDED T-BAR CEILING NOTES

3" = 1'-0"

14HANGER WIRE TO METAL DECK

3" = 1'-0"

15T-BAR CEILING PERIMETER - FIXED

3" = 1'-0"

16T-BAR CEILING PERIMETER - SLIP JOINT

1 1/2" = 1'-0"

19MECH DIFFUSER AT T-BAR CLG

1 1/2" = 1'-0"

18LIGHT FIXTURE AT T-BAR CLG

3" = 1'-0"

17HANGER WIRE TO CEILING GRID

1 1/2" = 1'-0"

11MTL STUD BACKING 1/2" = 1'-0"

21WALL INFILL

24NTS

NOT USED

3" = 1'-0"

22DOOR HEAD / JAMB

1/4" = 1'-0"

20DOOR SCHEDULE

DOOR SCHEDULE

Mark Width HeightFire

RatingFrameType

FrameMaterial

DoorMaterial Door Finish

PanicHardware

HardwareSet Door Head

DoorJamb

DoorThreshold Remarks

110C-A 3' - 0" 7' - 0" NR A HM SCWD FF No 1 22 / A-300 22 / A-300 N/A

23NTS

NOT USED

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