TCMC PHYSICIANS LOUNGE - Tri-City Medical Center · tcmc physicians lounge ... 3/3/2017 interior finishes set. 78 56 15 5 8 274 163 52 67 pacific ocean oceanside escondido el cajon

F

N.RE

No.

EO

TS

AT91

31 1

IA

3854C2

N

FOCALIR

D

JOSEP

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MICHEL

A R C H I T E C T S

S F E I R

1350 Columbia Street, Suite 603San Diego, CA 92101

P: 619-299-3917F: 619-299-5084www.sfeirarch.com

ARCHITECTURE:INTERIOR: MEP:

P2S

9665 Chesapeake, Suite 230San Diego, CA 92123

ISLEY DESIGN + PLANNING

1982 Palsero AvenueEscondido, CA 92029

P: 760-484-0455

4002 VISTA WAYOCEANSIDE,

CALIFORNIA 92056

TCMC PHYSICIANS LOUNGE

TRI-CITY MEDICAL CENTER

100% CONSTRUCTION DOCUMENTS3/3/2017

INTERIOR FINISHES SET

78

5615

5

8

274

163

5267

PACIFIC OCEAN

OCEANSIDE

ESCONDIDO

EL CAJON

DEL MAR

PROJECT SITE

805

POWAY

SCRIPPS P

OWAY PKY

POWAY RD

ESPOLA RD

1. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY ORANY SPECIAL KNOWLEDGE OR EFFORT.PANIC HARDWARE AT EXITS SHALL BE PROVIDED AS REQUIRED BY THE CODE.

2. PRIOR TO THE START OF WORK CONSULT WITH FIELD FIRE MARSHAL ON ANACCEPTABLE EXITING ARRANGEMENT. A FIRE WATCH MAY BE REQUIRED AT THEDISCRETION OF THE FIRE MARSHAL.INTERIM LIFE SAFETY MEASURES ARE REQUIRED TO TEMPORARILY COMPENSATE FORTHE DEFICIENCIES IN NORMAL LIFE SAFETY REQUIREMENTS DUE TO THE ACTIVITIES.

3. ENSURE THAT THE EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS. PERSONNELSHALL RECEIVE TRAINING IF ALTERNATE EXITS MUST BE DESIGNATED. AREAS UNDERCONSTRUCTION MUST MAINTAIN ESCAPE FACILITIES FOR CONSTRUCTION WORKERS ATALL TIMES. MEANS OF EGRESS MUST BE INSPECTED DAILY.

4. ENSURE THAT FIRE ALARM, DETECTION & SUPPRESSION SYSTEMS ARE NOTIMPAIRED.

5. ENSURE THAT TEMPORARY CONSTRUCTION PARTITIONS ARE SMOKE TIGHT ANDCONSTRUCTED OF NON-COMBUSTIBLE MATERIALS.

6. PROVIDE ADDITIONAL FIRE FIGHTING EQUIPMENT AND TRAIN PERSONNEL IN ITS USE.

NR NOT RATED

INSIDE DIAMETER

LAMINATE

INSULATIONINTERIORJANITOR

HORIZONTAL

LIGHT WEIGHT

MISCELLANEOUSMINIMUM

MAXIMUMMECHANICAL

ID

INT

MINMISC

MECHMAX

LAM

LGT WGTLLVLLH

INSUL

JAN

HORIZ

ON CENTER

OPENINGOPPOSITE

NOT TO SCALENUMBER

PAIR

QUANTITYPAINTED

PLYWOODPOLISHED

OC

PL

OD

PRPT

QTYPTD

PL LAMPLWDPOL

OPNGOPP

NO/#NTS

NIC

PLASTIC LAMINATE

PRESSURE TREATED

OUTSIDE DIAMETER

PLATE/PROPERTY LINE

LONG LEG HORIZONTALLONG LEG VERTICAL

NOT IN CONTRACT

REINFORCING

ROUGH OPENING

SOLID CORERUBBER

ROOM

ROOF DRAINREFERENCE

SPECIFICATIONS

SIMILAR

SQUARE

SHOWERSCHEDULE

SHEET

RD

SC

RORM

SQ

SIM

REINF

SPEC

SCHEDSHRSHT

RUB

REF

SMS

STRUCTURESUSPENDEDTELEPHONETEMPORARY

STANDARDSTORAGESTEEL

WITH

VERTICALVESTIBULE

TYPICALTHICK

W/

STRUCT

VCT

VESTVERT

UONTYPTHK

SUSP

TEMPTELE

STLSTORSTDST STL

UNLESS OTHERWISE NOTEDVINYL COMPOSITE TILE

STAINLESS STEEL

SHEET METAL SCREW

WITHOUTWEIGHTWGT

W/OWD WOOD

R RADIUS

ALUMINUM

ARCHITECTBOARD

ALTERNATEALUMACT

BD

APARCH

ALT

BEAM

BUILDINGBLOCKING

BOTTOMCABINET

CEMENTCARPET

BOT

BLDG

BMBLK'G

CEMCARCAB

CLEARCOUNTER

CEILING

CONTINUOUSCORRIDOR

COLUMNCTRCLRCLG

CONSTR

CORRCONT

COL

DIAMETER

DOUBLE

DOWN

DIMENSIONDISPENSER

DIADFDEPTDBL

DNDISPDIM

CT

DRAWERDRAWINGDETAIL

ELECTRICALENCLOSURE

EACHDWRDWGDET

ENCL

EJELECT

EA

EACH WAYEQUAL

EXTERIOR

EXISTING

EQEWEWC

FDEXTETREXG

FINISHFIXTURE

FEETFURRING

FLOORFIXTFINFHC

FVFURRFTFLR

GALVANIZEDGRAB BAR

GAUGE

HARDWOOD

GYPSUMHEADER

GLASS

GALVGA

GB

HDRGYP

HDWD

GL

FEC

HEIGHTHGTHARDWAREHDWR

DR DRAIN

FIELD VERIFY

EXPANSION JOINT

ELECT WATER COOLER

EXISTING TO REMAIN

FLOOR DRAINFIRE EXTINGUISHER CAB.FIRE HOSE CABINET

CONSTRUCTION

DEPARTMENTDRINKING FOUNTAIN

ACCESS PANEL

CERAMIC TILE

ACOUSTICAL CEILING TILETHE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACTDOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY, ANDCONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITHCONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHERCOORDINATION ISSUES, THE GENERAL CONTRACTOR IS RESPONSIBLE FOROBTAINING A CLARIFICATION FROM THE OWNERS' REPRESENTATIVE BEFOREPROCEEDING WITH WORK IN QUESTION OR RELATED WORK.

THE GENERAL CONTRACTOR SHALL INFORM THE OWNERS' REPRESENTATIVE, PRIORTO CONSTRUCTION, OF ANY CONFLICTS THAT EXIST IN ANY AND ALL MECHANICAL,TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING AND SPRINKLER EQUIPMENTLOCATIONS INCLUDING ALL PIPING, DUCTWORK AND CONDUIT, AND INSURE THAT ALLREQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORKAND MATERIALS IN ACCORDANCE WITH ALL CODES AND REQUIREMENTS OF STATEAND LOCAL REGULATORY AGENCIES.

ALL WORK NOT SPECIFICALLY COVERED IN THE CONTRACT DOCUMENTS SHALL BEFURNISHED AND INSTALLED IN ACCORDANCE WITH CONSTRUCTION INDUSTRYSTANDARDS.

DRAWINGS, THOUGH NOTED TO SCALE, ARE DIAGRAMMATICAL. DO NOT SCALEDRAWINGS.

ALL HEIGHTS ARE DIMENSIONED FROM TOP OF SLAB UNLESS OTHERWISE NOTED.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING ALLCHANGES TO THE CONSTRUCTION DOCUMENTS, NO MATTER HOW MINOR, FOR AS-BUILT RECORD DOCUMENTS. THESE DOCUMENTS ARE TO BE GIVEN TO THEOWNERS' REPRESENTATIVE WITHIN 2 WEEKS AFTER FINAL COMPLETION.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALLUTILITIES INDICATED ON THE INTERIOR ELEVATIONS WITH THE ELECTRICAL ANDPLUMBING SUBCONTRACTORS.

IN THE CASE OF CONFLICTS OR AMBIGUITIES NOT CLARIFIED PRIOR TO THE BIDDINGDEADLINE, USE THE MOST COSTLY ALTERNATIVE (BETTER QUALITY, GREATERQUANTITY AND LARGER SIZE) IN PREPARING THE BID. A CLARIFICATION WILL BEISSUED TO THE SUCCESSFUL BIDDER AS SOON AS FEASIBLE AFTER THE AWARD AND,IF APPROPRIATE, A DEDUCTIVE CHANGE ORDER WILL BE ISSUED.

ALL PENETRATIONS THROUGH FIRE RESISTIVE PARTITION AND SLAB, INCLUDINGCONDUITS AND PIPING, SHALL BE CONSTRUCTED TO MEET APPROVED U.L. SYSTEM.

ALL PENETRATIONS INTO SOUND RATED PARTITIONS, INSULATED PARTITIONS ORCEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENTSEALANT. OR OTHERWISE TREATED TO MAINTAIN INTEGRITY OF THE ACOUSTICALASSEMBLY.

CONTRACTOR TO PREVENT GALVANIC ACTION AND OTHER FORMS OF CORROSIONBY INSULATING METALS AND OTHER MATERIALS FROM DIRECT CONTACT WITHINCOMPATIBLE MATERIALS.

THE CONTRACTOR SHALL PERFORM ALL CUTTING, PATCHING, AND FINISHINGNECESSARY TO RESTORE THE ORIGINAL CONDITION OF THE BUILDING TO ALLEXISTING PORTIONS OF THE BUILDING AFFECTED BY HIS WORK, TO THESATISFACTION OF THE OWNER'S REPRESENTATIVE.

WHEN INSTALLING DRILLED-IN ANCHORS AND OR POWDER DRIVEN PINS IN EXISTINGNON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOIDCUTTING OR DAMAGING THE EXISTING REINFORCING STEEL. MAINTAIN A MINIMUMCLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT STEEL AND THE DRILLED-IN ANCHOR AND OR PIN.

THE CONTRACTOR SHALL COORDINATE ALL PHASING, ACCESS, DEBRIS, STAGINGAREAS, AND HOURS OF CONSTRUCTION WITH OWNERS PRIOR TO START OFCONSTRUCTION.

CONTRACTOR TO PROVIDE REQUIRED DUST AND INFECTION CONTROL PROTECTIONSYSTEM. MEANS AND METHODS TO BE COORDINATED WITH OWNER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE AREA OF THEPROJECT WORK AND SHALL ALSO BE RESPONSIBLE FOR THE DISCIPLINE OF ALLCONSTRUCTION WORKERS ON THE PROJECT.

THE GENERAL CONTRACTOR SHALL COORDINATE WITH STRUCTURAL, MEP, FIREALARM, FIRE PROTECTION, NURSE CALL, INTERIORS AND EQUIPMENT DRAWINGSPRIOR TO STARTING CONSTRUCTION. THE PROJECT MANUAL AND ALL DRAWINGS INTHE CONSTRUCTION DRAWINGS SHALL BE PART OF THE CONSTRUCTIONDOCUMENTS.

THE GENERAL CONTRACTOR SHALL SEPARATE DISSIMILAR METALS WITH BUILDINGPAPER OR PLASTIC SHIM.

THE GENERAL CONTRACTOR SHALL X-RAY AND/OR ULTRASOUND THE EXISTINGCONCRETE FLOORS AND STRUCTURAL SLAB ABOVE ANY POSSIBLE EMBEDDEDCONDUITS, STRUCTURAL REBAR UNFORESEEN CONDITION THAT IS OUTSIDE THESCOPE OF WORK AND MIGHT IMPEDE THE ANCHORING OF EQUIPMENT OR CONFLICTWITH TRENCHING PRIOR TO CONSTRUCTION.

CONTRACTOR STAGING TO BE IN THE ROOMS UNDER REMODEL.

CONTRACTOR PARKING TO BE IN CONTRACTOR DESIGNATED PARKING AREA.

THE CONTRACTOR SHALL ENSURE THAT THE AREA UNDER REMODEL IS LOCKED ANDOTHERWISE SECURED AFTER HOURS.

THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT & PATCH TO MATCH ALLEXISTING PARTITIONS WHERE NEW FIRE ALARM AND ELECTRICAL DEVICES AREREQUIRED AS SPECIFIED IN THE FIRE ALARM DRAWINGS.

CONTRACTOR TO INCLUDE AN ALLOWANCE TO FURNISH AND APPLY CRETESEAL 2000CONCRETE SEALER OR APPROVED EQUAL ON SLAB ON GRADE.

IN ADDITION TO ALL LOCAL REQUIREMENTS AND THE AMERICANS WITH DISABILITIESACT (ADA), ACCESSIBLE FEATURES SHALL COMPLY WITH THE STATE OF CALIFORNIAADMINISTRATIVE CODE OF REGULATIONS, BUILDING CODE, TITLE 24, PART 2 .

DURING ALL HOURS THE BUILDING IS OPEN TO THE PUBLIC, ALL PRIMARY ENTRANCESTO THE BUILDING, THE PRIMARY PATH OF TRAVEL FROM THE ENTRANCES TO ALLPORTIONS OF THE BUILDING INCLUDING SANITARY FACILITIES, DRINKING FOUNTAINSAND PUBLIC TELEPHONES SERVING THE BUILDING MUST BE ACCESSIBLE TO THEDISABLED.

ALL BUILDING ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGNAND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TOPERSONS ALONG APPROACHING PEDESTRIAN WAYS.

HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THATARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLEWITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULLACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUTREQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORSSHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (CBC SECTION 11B-404.2.7)

MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIORDOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEINGAPPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OFSLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOROPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORSARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASEDTO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY,NOT TO EXCEED 15 POUNDS. (CBC SECTION 11B-404.2.9)

THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALLHAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BYA WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.WHERE NARROW FRAME DOORS ARE USED, A 10-INCH HIGH SMOOTH PANEL SHALL BEINSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BEOPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUSCONDITION. (CBC SECTION 11B-404.2.10)

FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOORPOSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEASTONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT. (CBCSECTION 11B-404.2.2 & 11B-404.2.3)

MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS ARE NOTALLOWED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED FLUSH BOLTS AREUSED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE-MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOTREQUIRE MORE THAN ONE OPERATION.

THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR.THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF ALEAST 60 INCHES AND THE LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWINGOF 48 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITSCLOSED POSITION.

THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALLEXTEND 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS. THE WIDTH OF THE AREAON THE SIDE OPPOSITE THE SWING SHALL EXTEND 12 INCHES PAST THE STRIKEEDGE OF THE DOOR WHEN THE DOOR IS EQUIPPED WITH BOTH A CLOSER AND ALATCHSET.

ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPENO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAYBE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE NECESSARYTHEY SHALL COMPLY WITH THE REQUIREMENTS

FOR RAMPS. MINIMUM WIDTH SHALL BE 48".

SIDE REACH MOUNTING HEIGHTS: IF THE CLEAR FLOOR SPACE ALLOWS PARALLELAPPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HEIGHT FOR HIGH SIDEREACH SHALL BE 44 INCHES AND THE LOW SIDE REACH SHALL BE 15 INCHES ABOVETHE FINISHED FLOOR.

FORWARD REACH MOUNTING HEIGHTS: IF THE CLEAR SPACE ONLY ALLOWSFORWARD APPROACH BY A PERSON IN A WHEELCHAIR, THE MAXIMUM HEIGHT FORHIGH SIDE REACH SHALL BE 48 INCHES AND THE LOW SIDE REACH SHALL BE 15INCHES ABOVE THE FINISHED FLOOR.

DOORS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY ANEQUILATERAL TRIANGLE 1/4" THICK, WITH EDGES 12" LONG AND A VERTEX POINTINGUPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4"THICK AND 12" IN DIAMETER.

UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12"DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHINTHE 12" DIAMETER.

GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS SHALL BE CENTERED ON THE DOOR ATA HEIGHT OF 60" ABOVE FINISHED FLOOR AND THEIR COLOR AND CONTRAST SHALLBE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR.

ADDITIONAL SIGNAGE REQUIREMENTS: RAISED LETTERS SHALL BE PROVIDED ANDSHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 11B-703. THEYSHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR.WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAFDOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL AND SIGNSSHALL BE MOUNTED 48” MINIMUM ABOVE FINISH FLOOR, MEASURED FROM THEBASELINE OF THE LOWEST LINE OF BRAILLE AND 60” MAXIMUM ABOVE THE FINISHFLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISEDCHARACTERS. CBC 11B-703.4.1

SYMBOL LEGEND:

INDEX OF DRAWINGS:

REQUIREMENTS FOR ACCESSIBILITY

ABBREVIATIONS:

INTERIM LIFE SAFETY MEASURES

GENERAL NOTESSEISMIC BRACING

+100.00

+100.00

REF.

NORTH

A0-00NORTH

WALL SECTION

EQUIPMENT NUMBER

DRAWING KEYNOTE

TOILET ACCESSORY

DETAIL IN PLAN

BUILDING SECTION

DETAIL IN SECTION

WALL TYPE

NORTH ARROW

WINDOW/FRAME NUMBER

ELEVATION IN PLAN

SHEET NUMBER

ELEVATION

NORTH

TRUE

NORTH

1

B

A101

1SIM

1

A101

SIM

1

A101

SIM1

A101

SIM

1

A101

SIM

1i

1t

SEISMIC BRACING - CBC 2013 CHAPTER 16A/ASCE 7-10 HVAC DUCTWORK,PLUMBING/ PIPING AND CONDUIT SYSTEMS.

ALL PIPES, DUCTS AND CONDUIT SHALL BE BRACED TO RESIST THE FORCESPRESCRIBED IN 2013 CBC CHAPTER 16A/ASCE 7-10. DUCTWORK SHALL BECONSTRUCTED IN ACCORDANCE WITH PROVISIONS CONTAINED IN PART 4, TITLE24, CALIFORNIA MECHANICAL CODE. WHERE POSSIBLE, PIPES, CONDUIT, ANDTHEIR CONNECTIONS SHALL BE CONSTRUCTED OF DUCTILE MATERIALS (COPPER,DUCTILE IRON, STEEL OR ALUMINUM AND BRAZED, WELDED OR SCREWEDCONNECTIONS). PIPES, CONDUITS AND THEIR CONNECTIONS, CONSTRUCTED OFNONDUCTILE MATERIALS (E.G., CAST IRON, NO-HUB PIPE AND PLASTIC), SHALLHAVE THE BRACE SPACING REDUCED TO SATISFY REQUIREMENTS OF ASCE 7-10CHAPTER 13 AND NOT TO EXCEED ONE-HALF OF THE SPACING ALLOWED FORDUCTILE MATERIALS.

SEISMIC SUPPORTS ARE NOT REUIRED FOR HVAC DUCTWORK WITH I = 1.5 IFEITHER OF THE FOLLOWING CONDITIONS IS MET FOR THE FULL LENGTH OF EACHDUCT RUN:

TRAPEZE ASSEMBLIES ARE USED TO SUPPORT DUCTWORK AND THE TOTALWEIGHT FOR THE DUCTWORK SUPPORTED BY TRAPEZE ASSEMBLIES ISLESS THAN 10 LB/FT OR

THE DUCTWORK IS SUPPORTED BY HANGERS AND EACH HANGER IN THEDUCT RUN IS 12" OR LESS IN LENGTH FORM THE DUCT SUPPORT POINT TOTHE SUPPORTING STRUCTURE. WHERE ROD HANGERS ARE USED WITH ADIAMETER GREATER THAN 3/8", THEY SHALL BE EQUIPPED WITH SWIVELSTO PREVENT INELASTIC BENDING IN THE ROD.

WHERE PROVISIONS ARE MADE TO AVOID IMPACT WITH LARGER DUCTS ORMECHANICAL COMPONENTS ROT O PROTECT THE DUCTS IN THE EVENT OFSUCH, AND HVAC DUCTS HAVE A CROSS-SECTION AREA OF 6 FT2 OR LESS,OR WEIGH 10 LB/FT OR LESS.

HVAC DUCT SYSTEMS FABRICATED AND INSTALLED IN ACCORDANCE WITHSTANDARDS APPROVED BY THE AUTHORITY HAVING JURISDICTION SHALL BEDEEMED TO MEET THE LATERAL BRACING REQUIREMENTS OF THIS SECTIONS.

COMPONENTS THAT ARE INSTALED IN-LINE WITH THE DUCT SYSTEM AND HAVEAN OPERATING WEIGHT GREATER THAN 75 LB. (334N), SUCH AS FANS, HEATEXCHANGERS, AND HUMIDIFIERS, SHALL BE SUPPORTED AND LATERALLYBRACED INDEPENDENT OF THE DUCT SYSTEM AND SUCH BRACES SHALL MEETTHE FORCE REQUIREMENTS OF SECTION CBC CH. 16A. APPURTENANCESSUCH AS DAMPERS, LOUVERS, AND DIFFUSERS SHALL BE POSITIVELYATTACHED WITH MECHANICAL FASTENERS. UNBRACED PIPING ATTACHED TOIN-LINE EQUIPMENT SHALL BE PROVIDED WITH ADEQUATE FLEXIBILITY TOACCOMMODATE DIFFERENTIAL DISPLACEMENTS.

PIPING SYSTEMS SHALL SATISFY THE REQUIREMENTS OF THIS SECTIONEXCEPT THAT ELEVATOR SYSTEM PIPING SHALL SATISFY THE REQUIREMENTSOF SECTION CBC 1616A.1.26.

EXCEPT FOR PIPING DESIGNED AND CONSTRUCTED IN ACCORDANCE WITHNFPA 13, SEISMIC SUPPORTS SHALL NOT BE REQUIRED FOR OTHER PIPINGSYSTEMS WHERE ONE OF THE FOLLOWING CONDITIONS IS MET:

PIPING IS SUPPORTED BY ROD HANGERS: HANGERS IN THE PIPE RUNARE 12 IN. (305 MM) OR LESS IN LENGTH FROM THE TOP OF THE PIPETO THE SUPPORTING STRUCTURE; HANGERS ARE DETAILED TOAVOID BENDING OF THE HANGERS AND THEIR ATTACHMENTS; ANDPROVISIONS ARE MADE FOR PIPING TO ACCOMMODATE EXPECTEDDEFLECTIONS.

HIGH-DEFORMABILITY PIPING IS USED; PROVISIONS ARE MADE TOAVOID IMPACT WITH LARGER PIPING OR MECHANICAL COMPONENTSOR TO PROTECT THE PIPING IN THE EVENT OF SUCH IMPACT; ANDTHE FOLLOWING SIZE REQUIREMENTS ARE SATISFIED:

1.

2.

3.

4.

5.

6.

7.

A.

B.

C.

1.

2.

FOR SEISMIC DESIGN CATEGORIES D, E, OR F WHERE Ip ISGREATER THAN 1.0, THE NOMINAL PIPE SIZE SHALL BE 1 IN. (25MM) OR LESS.

FOR SEISMIC DESIGN CATEGORIES D,E, OR F WHERE Ip IS EQUALTO 1.0, THE NOMINAL PIPE SIZE SHALL BE 3 IN. (76 MM) OR LESS.

A.

B.

WHERE LATERAL RESTRAINTS ARE OMITTED, THE PIPING, DUCTS OR CONDUITSHALL BE INSTALLED SUCH THAT LATERAL MOTION OF THE PIPING OR DUCTWILL NOT CAUSE DAMAGING IMPACT WITH OTHER SYSTEMS OR STRUCTURALMEMBERS, OR LOSS OF VERTICAL SUPPORT.

ALL TRAPEZE ASSEMBLIES SUPPORTING PIPES, DUCTS AND CONDUIT SHALL BEBRACED TO RESIST THE FORCES OF CHAPTER 16A/ASCE 7, CONSIDERING THETOTAL WEIGHT OF THE ELEMENTS ON THE TRAPEZE.

PIPES, DUCTS AND CONDUIT SUPPORTED BY A TRAPEZE WHERE NONE OFTHOSE ELEMENTS WOULD INDIVIDUALLY BE BRACED NEED NOT BE BRACED IFCONNECTIONS TO THE PIPE/CONDUIT/DUCTWORK OR DIRECTIONAL CHANGESDO NOT RESTRICT THE MOVEMENT OF THE TRAPEZE. IF THIS FLEXIBILITY IS NOTPROVIDED, BRACING WILL BE REQUIRED WHEN THE AGGREGATE WEIGHT OFTHE PIPES AND CONDUIT EXCEEDS 10 POUNDS/ FEET (146 N/m). THE WEIGHTSHALL BE DETERMINED ASSUMING ALL PIPES AND CONDUIT ARE FILLED WITHWATER.

EQUIPMENT SUPPORTS AND ATTACHMENTS

SUPPORTS AND ATTACHMENTS OF ALL EQUIPMENT TO BE INSTALLED AS PARTOF THIS PROJECT SHALL BE DETAILED ON CONSTRUCTION DOCUMENTS,EXCEPT THOSE EXEMPT BY THE 2013 CBC SECTION 1616A.1.18

EQUIPMENT SUPPORTS AND ATTACHMENTS SHALL BE APPROVED BY THEAPPROPRIATE DESIGN PROFESSIONAL OF RECORD (RDP) AND OSHPD AS PARTOF FIELD REVIEWS/OBSERVATIONS. THE INSPECTOR OR RECORD (IOR) SHALLASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED.

REFERENCE: 2013 CBC SECTIONS 107 AND 1616A.

NOTE:

SEISMICALLY RESTRAIN ALL SUSPENDED UTILITY SYSTEMS IN CONFORMANCEWITH REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE, CHAPTER16A/ASCE 7-10. AS THE BASIS FOR THE RESTRAINT REQUIREMENTS, CALCULATEAND SUBMIT TOTAL DESIGN LATERAL FORCE(S) SPECIFIC TO THE PROJECT PEROSHPD REQUIREMENTS OF THE CBC AND ASCE 7-10 SECTION 13.5.6.

TYPICAL PRE-APPROVED SYSTEMS INCLUDED THE FOLLOWING:

OPM-0043-13 MASON INDUSTRIES, INC. SEISMIC RESTRAINT GUIDELINESFOR SUSPENDED DISTRIBUTION SYSTEMS.

REFERENCE: 2013 CAC SECTIONS 7-115, 7-126, AND CBC 2013 SECTION 107.

LAYOUT DRAWINGS OF THE SUPPORTS AND BRACING SYSTEMS IN ACCORDANCEWITH THE PRE-APPROVAL SHALL BE SUBMITTED TO THE REGISTERED DESIGNPROFESSIONAL (RDP) IN RESPONSIBLE CHARGE OF THE PROJECT FOR REVIEW TOVERIFY THAT THE DETAILS ARE IN CONFORMANCE WITH ALL CODE REQUIREMENTS.THE LAYOUT DRAWINGS SHALL AS A MINIMUM SATISFY THE REQUIREMENTS OF ASCESECTION 13.6 AS MODIFIED BY THE CBC 2013 SECTION 1616A.

THE STRUCTURAL ENGINEER OF RECORD (SEOR) SHALL VERIFY THAT THESUPPORTING STRUCTURE IS ADEQUATE FOR THE LOADS IMPOSED ON IT BYTHE SUPPORTS AND BRACES INSTALLED IN ACCORDANCE WITH THE PRE-APPROVAL IN ADDITION TO ALL OTHER LOADS.

THE SEOR SHALL FORWARD THE ANCHORAGE AND BRACING DRAWINGS(INCLUDING APPROVED CHANGE ORDERS FOR SUPPLEMENTARY FRAMINGWHERE REQUIRED) TO THE DISCIPLINE IN RESPONSIBLE CHARGE WITH ANOTATION INDICATING THAT THE DRAWINGS HAVE BEEN REVIEWED AND AREIN GENERAL CONFORMANCE WITH THE PRE-APPROVAL AND THE DESIGN OFTHE PROJECT.

A "SHOP DRAWING STAMP" MAY BE USED TO INDICATE COMPLIANCE WITH THISREQUIREMENT.

THE REGISTERED DESIGN PROFESSIONAL (OTHER THAN SEOR) MAY PROVIDESHOP DRAWING STAMP FOR SMALL PROJECTS AT THE DISCRETION OF THEDISTRICT STRUCTURAL ENGINEER.

THE SEOR SHALL DESIGN ANY SUPPLEMENTARY FRAMING THAT IS NEEDED TORESIST THE LOADS, MAINTAIN STABILITY AND/OR IS REQUIRED FOR INSTALLATIONOF THE PRE-APPROVED SYSTEM.

THE SUPPLEMENTARY FRAMING SHALL BE SUBMITTED TO OSHPD AS A CHANGEORDER.

THE LAYOUT DRAWINGS (WITH THE SHOP DRAWING STAMP) SHALL BE SUBMITTEDTO OSHPD TO REVIEW:

STRUCTURE SUPPORTING THE DISTRIBUTION SYSTEM HAS ADEQUATECAPACITY.

SEISMIC DESIGN FORCES (FP) ARE IN ACCORDANCE WITH CBC 2013, AND

VERIFY THAT SUBMITTAL IS WITHIN THE SCOPE OF OSHPD PRE-APPROVALOF:

MANUFACTURER'S CERTIFICATION (OPM):

a. SIZE OF DISTRIBUTION SYSTEM COMPONENTS.b. SPACING OF BRACING AND FLEX JOINTS, ANDc. SUBSTRATE FOR ATTACHMENTS.

THE LAYOUT DRAWINGS (WITH THE SHOP DRAWINGS STAMP) SHALL BE KEPTON THE JOBSITE AND CAN THEM BE USED FOR INSTALLATION OF THE SUPPORTAND BRACING.

a) OSHPD FIELD STAFF WILL REVIEW THE INSTALLATION.

A COPY OF THE CHOSEN BRACING SYSTEM(S) INSTALLATION GUIDE/OPMMANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING THE INSTALLATION OFHANGERS AND/OR BRACES.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF OPM ANDFURNISH THE IOR WITH ONE COPY OF EACH.

COMPONENTS OF TWO OR MORE PRE-APPROVED BRACING SYSTEMS SHALL NOTBE MIXED.

ONLY ONE PRE-APPROVED BRACING SYSTEM MAY BE USED FOR A RUN OFPIPE, DUCT OR CONDUIT.

ANY SUBSTITUTION OF COMPONENT OF A PRE-APPROVED BRACING SYSTEMSHALL REQUIRE OSHPD REVIEW AND APPROVAL.

REFERENCE: 2013 CAC SECTIONS 7-115, 7-126, 7-153, AND CBC 2013 SECTION 107.

A.

B.

C.

D.

E.

F.

a)

a)

b)

a)

b)

c)

d)

a)

1)

2)

3)

PROJECT INFORMATION:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

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18.

19.

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21.

22.

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24.

25.

PROJECT SITE

4002 VISTA WAYOCEANSIDE, CA 92056

VICINITY MAP:

EXISTING PHYSICIANS LOUNGE & ANESTHESIA ROOM:

BUILDING DESCRIPTION:

SCOPE OF WORK:

SEISMIC ZONE 4

3HR STRUCTURAL FRAME

2HR FLOOR-CEILING/ROOF

1 1/2 HR ROOF

RENOVATE EXISTING PHYSICIANS LOUNGE TO REPLACE FINISHES,CABINETS, SINK AND ADD TV CABINET. REPLACE FINISHES IN LOCKERROOMS AND ANESTHESIA ROOMS.

TOTAL COMBINED AREA: 414 SQ. FT.

CONSTRUCTION CLASSIFICATION:

NORTH

COVER SHEET

THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO BUILD IN ACCORDANCEWITHTHE 2013 EDITION OF TITLES 24 & 19 OF THE CALIFORNIA CODE OFREGULATIONS. SHOULD ANY CONDITION OCCUR NOT COVERED BY THE CONTRACTDOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH SAID CODES, ACHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BESUBMITTED TO AND APPROVED BY OSHPD PRIOR TO PROCEEDING WITH THE WORK.

OSHPD INTENT STATEMENT

2016 CALIFORNIA ADMINISTRATIVE CODE (CAC) (PART 1, TITLE 24, CCR)

2016 CALIFORNIA BUILDING CODE (CBC) (PART 2, TITLE 24, CCR)BASED ON THE 2012 INTERNATIONAL BUIDING CODE (IBC)

2016 CALIFORNIA ELECTRIC CODE (CEC) (PART 3, TITLE 24, CCR)BASED ON THE 2011 NATIONAL ELECTRICAL CODE (NEC)

2016 CALIFORNIA MECHANICAL CODE (CMC) (PART 4, TITLE 24, CCR)BASED ON THE 2012 UNIFORM MECHANICAL CODE (UMC)

2016 CALIFORNIA PLUMBING CODE (CPC) (PART 5, TITLE 24, CCR)BASED ON THE 2012 UNIFORM PLUMBING CODE CODE (UPC)

2016 CALIFORNIA FIRE CODE (CFC) (PART 9, TITLE 24, CCR)BASED ON THE 2012 INTERNATIONAL FIRE CODE (IFC)

APPLICABLE CODES AND REGULATIONS:

DEFERRED APPROVAL

1i

CONSULTANT

DATE:DESCRIPTION:REV:

OSHPD APPROVAL STAMP:

SHEET TITLE:

SHEET NUMBER:

PROJECT TITLE:

SCALE:

PROJECT #:

DRAWN BY:

CHECKED BY:

DATE:

All r ights reserved. No part of this work may be reproduced or copied in any form or by any means, graphic, electronic, or mechanical, including photocopying, recording, taping, or information and retrieval systems without written permission of the ARCHITECT.

1350 COLUMBIA STREET, SUITE 603

SFEIR ARCHITECTS

SAN DIEGO, CALIFORNIA 92101

TEL(619)299-3917 FAX(619)299-5084

ARCHITECT:

OWNER:



S F E I RH I T E C TCRA S

FN.RE

N o.E OTSAT 9131 1

IA38 5 4C 2 NFOCALI RDJOSEPHSEEICL N SFEI CTTECAR HIRMICH EL

1982 PALSERO AVENUE



TEL(760)484-0455

4002 VISTA WAY


OCEANSIDE, CALIFORNIA 92056

TEL(760)724-8411

INTERIOR:

ME&P:

9665 CHESAPEAKE, SUITE 230

P2S


TEL(619)618-2347

As indicated

4002 VISTA WAYOCEANSIDE, CALIFORNIA92056

100% CONSTRUCTION DOCUMENTS

A0-00

PROJECT INFORMATION

01657.00

Author

Checker

02/03/17


TCMCPHYSICIANSLOUNGE

TRI-CITY MEDICALCENTER

ARCHITECTURAL

A0-00 PROJECT INFORMATION

A1-00 SITE - ZONING - CODE

A1-01 CODE COMPLIANCE PARTIAL FIRST FLOOR PLAN

A4-00 1/4" PARTIAL FIRST DEMO

INTERIOR FINISHES

ID-1 FINISH GENERAL NOTES & LEGEND

ID-2 FINISH PLANS

ID-3 FINISH DETAILS

NTS

VISTA

WAY

TH

UN

DE

RD

RIV

E

PROPERTY LINE

78

MENTAL HEALTH UNIT

ANCILLARY

EMERGENCY

NORTH WING PAVILION

MRI/CT

ADMIN

BUILDINGSERVICEELECTRIC

SOUTHTOWER

ANNEXWAREHOUSECARPENTRY

MAINT.

DIALYSIS

CENT

RAL

PLAN

T

SURGERY

WOMEN'S CENTER

CENTER TOWER

DISABLE

D PARKIN

G

CENTER COMPLEX

CENTER COMPLEX

GENERAL NOTES:1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

AND MEASUREMENTS IN THE FIELD PRIOR TO STARTING CONSTRUCTION.

2. REFER TO GENERAL NOTES ON SHEET A0-00 FOR INFORMATION NOTINDICATED ON THIS SHEET.

PARTITION LEGEND:

1. ALL DIMENSIONS SHOWN ARE TO FINISHED FACE OF GYP. BOARD,TYPICAL U.O.N. REFER TO SHEET A5-00 FOR GENERAL NOTES ANDREQUIREMENTS FOR PARTITIONS.

2. EXISTING WALL'S WERE CONSTRUCTED WITH MANY PERMITSAND/OR CONTRACTS. FIELD VERIFY CONSTRUCTION AND WIDTHPRIOR TO FABRICATION OF DOOR FRAMES OR COMPONENTS WHICHREQUIRE THE WIDTH OF WALL TO BE SET.

PARTITION NOTES:

EGRESS PATH OF TRAVEL.

ACCESSIBLE PATH OF TRAVEL.

WALL TYPE REFERENCE REFER TO SHEET A5-00.

INDICATES AN EXISTING PARTITION TO REMAIN. REFERTO PLAN FOR UPGRADE REQUIREMENTS.

INDICATES AN EXISTING ONE HOUR FIRE RATEDPARTITION, TO REMAIN. ALL PENETRATIONS SHALLBE PROTECTED WITH A U.L LISTED FIRE STOP SYSTEM.

INDICATES AN EXISTING STRUCTURAL CONCRETEWALL TO REMAIN. LOCATE REINFORCING STEEL ANDOBTAIN APPROVAL FROM STRUCTURAL ENGINEERPRIOR TO CORING AND/ OR CUTTING.

THICK LINE INDICATES NEW SURFACE FINISH.

INDICATES AN EXISTING MEMBRANE OF PARTITION ORPARTITION TO BE REMOVED. REFER TO DEMOLITIONPLAN FOR FURTHER REQUIREMENTS.

INDICATES A NEW ONE HOUR FIRE RATED PARTITIONEXTENDING TO THE UNDERSIDE OF THE STRUCTUREABOVE. ALL PENETRATIONS SHALL BE PROTECTEDWITHA U.L LISTED FIRE STOP SYSTEM.

INDICATES AN EXISTING TWO HOUR FIRE RATEDPARTITION TO REMAIN, ALL PENETRATIONS SHALLBE PROTECTED WITH A U.L LISTED FIRE STOP SYSTEM.

INDICATES A NEW TWO HOUR FIRE RATED SMOKEBARRIER PARTITION EXTENDING TO THE UNDERSIDEOF THE STRUCTURE ABOVE. ALL PENETRATIONSSHALL BE PROTECTED WITH A U.L LISTED FIRE STOPSYSTEM.

X

INDICATES AN EXISTING SMOKE BARRIERSM SM

ONE-HOUR RATED TUNNEL CORRIDOR.

CONSULTANT



SHEET TITLE:

SHEET NUMBER:

PROJECT TITLE:

SCALE:

PROJECT #:

DRAWN BY:

CHECKED BY:

DATE:



SFEIR ARCHITECTS


TEL(619)299-3917 FAX(619)299-5084

ARCHITECT:

OWNER:




FN.RE

N o.E OTSAT 9131 1


1982 PALSERO AVENUE



TEL(760)484-0455

4002 VISTA WAY



TEL(760)724-8411

INTERIOR:

ME&P:


P2S


TEL(619)618-2347

As indicated



A1-00

SITE - ZONING - CODE

01657.00

MC

JS

02/03/17




1" = 60'-0"1SITE PLAN

ACCESSIBLEENTRANCEREFER TO

1/A1-01 FORCONTINUATION

ACCESSIBLEPARKING

NORTH

EGRESSDISCHARGE

EGRESSDISCHARGE

1H

1ED

PUBLIC ELEVATORS

CONF

ELEV ATRIUM

DONOR WALL

WAITING

STAIR

WAITINGRADIOLOGY OFF

CONSULT

CONSULT NUR ADMIN

OFF

OFF OFF

OFF

DR READ& DICT

TR MILL

RECEPT EKG

CARDIOWK OFF OFF

J

WAITING

WAITINGT

OFFICE

OFF OFF

OFF OFF

COPY

HALL

T

ADMIN CONF

SECADMIN

SECADMIN

ADMINSEC

VPADMIN

ADMINPRES

T

INFORMATION

GIFT SHOP

ENTRANCELOBBY

SERV ELEVCOURT

STOR

STOR

CORRIDOR

LIGHTROOM LNG

OFF

STAIR

ST

CATH LABEQUIP

CORRIDOR

S UTIL

OUTPATIENTRECOVERY

CONTROLDK

T

CATH LAB

EQUIP

T

LKR

TECHWK RM

CINE VIEW

STT

WAITING

ICUWAITING

STAIR

ELEVLOBBY

2-BED152

1-BED1511-BED

150

1491-BED

1-BED148

1401-BED T

SU

OFFICUN STATION

T T

LKR

T

CONF/LNG

1-BED147

1-BED146

1-BED145

1441-BED

1431-BED 1-BED

142

1411-BED CL

J

2-BED127 128

1-BED1-BED129

1-BED130

1-BED131

1-BED132

1-BED133

1-BED134

1-BED135136

1-BED137

1-BED

1381-BED

N STATIONCCU

1391-BED

T

T

T

T

T

T

T

T

T

T

T

T

T

T T T T T T

KIT T

T

T

CORRIDOR

CORRIDOR

CORRIDOR

STAIR

PRE OPHOLDING

CORRIDOR

CORRIDOR SLP

SLP

TSLP

ANESWKRM

ANESLNG

STAIR

T

OR #1(NEURO)

(ORTHO)OR #3

(OPTHALMIC)OR #2

(ORTHO)OR #4 (GENERAL)

OR #9

(GENERAL)OR #10

STORAGE

CORRIDOR

SCRUB

STER

J

(CARDIO)OR #5

(CARDIO)OR #6

STER

SCRUB

PLASWK RM

PUMP WORK ROOM

STER

SCRUB

CORRIDOR

(GENERAL)OR #7

(GENERAL)OR #8

STER

SCRUB

C ELEV

STOR

FILMDEV

OFF

PED/ICU

ICUPED/

SUTIL

CSPLY

SCHNURSE

POST ANES RECOVERY

CONSULT

CYSTOMINOR

SURGERY

CYSTOSCOPY

SCRUBSTER

DIROFF

CLINICEDUC

JAN

CONF

C HOLD

S HOLD/CLEANUP COM

PNL

LAB

SPLYHEADNURSE

SUPERVNURSE

M LOCKER

CORRIDOR STAIR

T

CORRIDOR

J

T

N

STORAGE

STAIR

S ELEV

TELESTOR

STAIR

CENTERTOWERELEV

STERSCRUB

OFF

TEL CAB

MED

SPRA

CHEST

DRS

HC

TRANS

OFF

T

TEL

VPADMIN

ADMINVP

TB

OUTLINE OF 1968 CENTER COMPLEX

OUTLINE OF 1968 CENTER COM

PLEX

IR TRANS

OFF

GFI

C




PARTITION LEGEND:



PARTITION NOTES:












X



A4-10

1A4-00

1

A4-00

2

A4-10

2

ID-B5

1

ID-B5

2

CONSULTANT



SHEET TITLE:

SHEET NUMBER:

PROJECT TITLE:

SCALE:

PROJECT #:

DRAWN BY:

CHECKED BY:

DATE:



SFEIR ARCHITECTS


TEL(619)299-3917 FAX(619)299-5084

ARCHITECT:

OWNER:




FN.RE

N o.E OTSAT 9131 1


1982 PALSERO AVENUE



TEL(760)484-0455

4002 VISTA WAY



TEL(760)724-8411

INTERIOR:

ME&P:


P2S


TEL(619)618-2347

As indicated



A1-01

CODE COMPLIANCEPARTIAL FIRST FLOORPLAN

01657.00

Author

Checker

02/03/17




1" = 20'-0"1

CODE COMPLIANCE PARTIAL FIRST FLOORPLAN

ACCESSIBLEENTRANCE

REFER TO1/A1-00 FOR

CONTINUATION

ACCESSIBLEPUBLIC TOILETS

ACCESSIBLEMALE AND

FEMALE STAFFTOILETS

NORTH NORTH

ACCESSIBLEELEVATOR

ACCESSIBLEPUBLIC

TELEPHONE

REFER TO1/A1-00 FOR

CONTINUATION

REFER TO1/A1-00 FOR

CONTINUATION




PHYS. LOUNGE & ANEST. DEMO KEYNOTES:

1 REMOVE EXISTING FLOOR FINISH AND BASE.

2 REMOVE EXISTING CARPET FINISH FROM LOCKER BENCHES.

3 PREPARE ALL EXPOSED EXTERIOR SURFACES OF OF LOCKERS FOR REPAINTING.

4 REMOVE EXISTING SHOWER SEAT AND SALVAGE FOR RE-INSTALLATION.

5 REMOVE EXISTING GYPSUM WALL BOARD TO INSTALL NEW ANCHORAGE.

6 REMOVE EXISTING COUNTERTOP, BACKSPLASH AND INTEGRAL SINK.

7 REMOVE EXISTING BASE CABINET.

8 REMOVE EXISTING OVERHEAD CABINET.

9 EXISTING BENCH TO REMAIN.

10 REMOVE EXISTING COUNTERTOP AND INTEGRAL SINK. SALVAGE EXISTING PLUMBING.

11 REMOVE EXISTING COUNTERTOP AND BACKSPLASH.

12 EXISTING BUILT IN SHELVING TO REMAIN. PREPARE FOR REPAINTING.

13 EXISTING BUILT IN SHELVING TO REMAIN.

14 REMOVE EXISTING GRAB BARS AND SALVAGE FOR RE-INSTALLATION.

15 PREPARE EXISTING TOILET PARTITIONS FOR REPAINTING.

16 REMOVE EXISTING WALL TILE WAINSCOT. PREPARE EXISTING WALLS FOR NEW FINISH.

17 PREPARE EXISTING WALLS FOR REPAINTING. SEE ID SHEETS.

18 REMOVE EXISTING WAINSCOT HEIGHT METAL WALL PANELING AND PREPARE FOR NEW PAINT FINISH.

5 4 3

P

N

M

L

QUIET ROOM

PHYSICIANS

LOUNGE

11025

STAFF LOUNGE

MALE

BATHROOM

11026

FEMALE

BATHROOM

MALE LOCKER

ROOM

11030

FEMALE LOCKER

ROOM

11029

SL

TEL

1

11

1

11

1

11

11

1

1

2

2

2

2 2

2

2

2

3

3

3

3

333

3

3

3

1

1

1

5

5

5

6

8

7

14

99

11

8

10 10

312

14

41

4

15151616 1717

1717

17

18

89

H3

K

SLP

11001

SLP

11048

TOILET

11049

SLP

11050

ANESTHESIA

LOUNGE

11046

CO

RR

IDO

R

CORRIDOR

1

1

1

16

11

14

4

14

1 17

17

17

17

17

PARTITION LEGEND:



PARTITION NOTES:












X



DEMOLITION GENERAL NOTES:1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

AND MEASUREMENTS IN THE FIELD PRIOR TO STARTING DEMOLITION.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL PHASING, ACCESS,DEBRIS REMOVAL, STAGING AREAS AND HOURS OF CONSTRUCTION WITHOWNER PRIOR TO START OF DEMOLITION.

3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH STRUCTURAL,MEP, FIRE ALARM, FIRE PROTECTION, NURSE CALL, INTERIORS ANDEQUIPMENT DRAWINGS PRIOR TO STARTING DEMOLITION. THE PROJECTMANUAL AND ALL DRAWINGS IN THE CONSTRUCTION DRAWINGS SHALL BEPART OF THE CONSTRUCTION DOCUMENTS.

4. THE GENERAL CONTRACTOR SHALL SEPARATE DISSIMILAR METALS WITHBUILDING PAPER OR PLASTIC SHIM.

5. THE GENERAL CONTRACTOR SHALL X-RAY AND/OR ULTRASOUND THEEXISTING CONCRETE FLOORS AND FLOOR ABOVE FOR ANY POSSIBLEEMBEDDED CONDUITS, STRUCTURAL REBAR OR UNFORESEEN CONDITIONTHAT MIGHT IMPEDE THE ANCHORING OF EQUIPMENT OR CONFLICT WITHCORE DRILLING PRIOR TO START OF CONSTRUCTION.


7. CONTRACTOR STAGING TO BE IN THE ROOMS UNDER REMODEL.

8. CONTRACTOR PARKING TO BE IN CONTRACTOR DESIGNATED PARKINGAREA.

9. THE CONTRACTOR SHALL ENSURE THAT THE AREA UNDER REMODEL ISLOCKED AND OTHERWISE SECURED AFTER HOURS.

10. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL COORDINATE WITH THEOWNER THE REMOVAL OF EXISTING EQUIPMENT INDICATED ONDRAWINGS.

11. DASHED LINES INDICATE ITEMS TO BE DEMOLISHED OR REMOVED. REFERTO FLOOR PLAN, CEILING PLAN AND ROOM FINISH SCHEDULE ALONG WITHMECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, AND FIREALARM SECTIONS FOR FURTHER DESCRIPTION OF SCOPE OF WORK.

12. REFER TO DEMOLITION PLAN FOR NOTES INDICATING TYPE OF FINISHESWITHIN THE EXISTING SPACE TO BE REMOVED.

13. REFER TO RELATED PLANS FOR PORTIONS OF EXISTING CONSTRUCTIONSCHEDULED TO REMAIN.

14. PATCH NEW WORK TO MATCH AND ALIGN WITH THE EXISTING.COMPLETELY REMOVE EXISTING FINISHES WHERE NEW FINISHES ARESCHEDULED.

15. CONTRACTOR SHALL PRESERVE AND PROTECT THE EXISTING AREA,EQUIPMENT, CABINETRY ETC. ADJACENT TO THE AREA OF WORK

16. REFER TO NEW PLAN AND INTERIOR ELEVATIONS FOR LOCATION OF NEWWALL CONNECTIONS, OPENINGS, RECESSED ITEMS, BACKING PLATES,ETC. AT EXISTING WALLS. REMOVE GYPSUM BOARD WHERE NEEDED TOACCOMODATE FOR THE ABOVE WORK.

17. CAP AND CLOSE ALL ABANDONED OPENINGS AT EXISTING SLAB. FILL ANDPATCH TO LEVEL FLOOR. REFER TO STRUCTURAL DETAIL FOR INFILLOPENING DETAIL. NOTE THAT THE NUMBER OF EXISTING OPENINGS TO BEFILLED IS ONLY INDICATIVE, REFER TO MEP FOR MORE INFORMATION.NOTIFY ARCHITECT OF UNCOVERED EXISTING CONDITIONS.

18. CONTRACTOR SHALL PRESERVE AND PROTECT THE PORTIONS OF THEEXISTING OVERHEAD PAGING, TELEPHONE, DATA AND ELECTRICAL LINESDURING THE COURSE OF CONSTRUCTION. MANY OF THE SYSTEMS ARESCHEDULED FOR REUSE BY THE OWNER UNDER THIS OR SEPERATECONTRACTS.

19. GENERAL CONTRACTOR TO PROVIDE NEGATIVE PRESSURE IN EACHPHASE AND FILTER THE AIR WITH HEPA FILTRATION AND EXHAUST FILTERAIR THROUGH EXTERIOR WINDOWS. G.C. TO SECURE AN INFECTIONCONTROL PERMIT FROM TRI CITY MEDICAL CENTER PRIOR TO STARTINGCONSTRUCTION.

CONSULTANT



SHEET TITLE:

SHEET NUMBER:

PROJECT TITLE:

SCALE:

PROJECT #:

DRAWN BY:

CHECKED BY:

DATE:



SFEIR ARCHITECTS


TEL(619)299-3917 FAX(619)299-5084

ARCHITECT:

OWNER:




FN.RE

N o.E OTSAT 9131 1


1982 PALSERO AVENUE



TEL(760)484-0455

4002 VISTA WAY



TEL(760)724-8411

INTERIOR:

ME&P:


P2S


TEL(619)618-2347

As indicated



A4-00

1/4" PARTIAL FIRST DEMO

01657.00

Author

Checker

02/03/17




NORTH 1/4" = 1'-0"1PARTIAL 1ST DEMO PLAN

1/4" = 1'-0"2ANESTHESIA PARTIAL DEMO 1ST PLAN




FINISH PLAN GENERAL NOTES:1. PATCH AND REPAIR FINISHES IN LIKE KIND WHERE AFFECTED

BY NEW CONSTRUCTION ON EXISTING BUILDING FINISHES.

2. ALL WINDOW COVERING TO BE CENTERED ON STOREFRONTAND INTALL PER MANUFACTURER'S REQUIREMENTS.

3. REFER TO ENLARGE FLOOR PLANS FOR CORNER GUARDS,CRASH RAIL AND CHAIRD RAIL LOCATONS.

4. REFER TO INTERIOR ELEVATIONS AND SHEET A5-80 FOR ALLCASEWORK FINISHES.

5. CONTRACTOR SHALL SUBMIT SIX (6) COPIES OFMANUFACTURER'S SPECIFICATIONS AND INSTALLATIONINSTRUCTIONS FOR ALL FLOORING, CEMENT LEVELING ANDPATCHING MATERIALS. PERFORM STRICTLY IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS. PROVIDEMAINTENANCE INFORMATION TO THE FACILITIESMAINTENANCE DEPARTMENT.

6. PATCH AND REPAIR EXISTING SUB FLOOR SLAB AS REQUIREDTO PROVIDE A SMOOTH SURFACE FOR NEW FLOORING PERMANUFACTURER'S INSTALLATION REQUIREMENTS. PROVIDESELF-LEVELING UNDERLAYMENT CONCRETE.

7. FLOORING PREPARATION SHALL BE PERFORMED AS REQUIREDBY THE FLOOR FINISH MANUFACTURER IN A MANNER SUCH THATTHE MANUFACTURER'S PRODUCT WARRANTY WILL REMAIN INEFFECT. IF FIELD CONDITIONS REQURIE VARIATIONS FROMMANUFACTURER'S REQUIREMENTS, THE CONTRACTOR SHALLNOTIFY THE FACILITIES MANAGER IN WRITING DTO RECEIVEINSTRUCTIONS ON HOW TO PROCEED.

8. ALL ADHESIVES FOR FINISH MATERIALS SHALL HAVE LOW VOCEMISSIONS. CONTRACTOR SHALL PROVIDE DIRECTVENTILATION TO PREVENT VOC'S OUT GASSING FROM ADHESIVESFROM ENTERING THE BUILDING HVAC SYSTEM AND AFFECTINGTHE OCCUPANTS OF THE BUILDING.

9. CONTRACTOR TO PROVIDE TRANSITIONS BETWEEN FLOORINGMATERIALS PER DETAILS ON SHEET A5-90. ALL TRANSITIONSLOCATED UNDER DOORS, TO BE CENTERED UNDER DOOR.

10. DOOR SWING: CONTRACTOR SHALL INSTALL ALL NEW FLOORINGSUCH THAT IT DOES NOT INTERFERE WITH EXISTING DOORS ANDSUCH A WAY THAT EXISTING DOORS DO NOT TOUCH THE SURFACEOF NEW FLOORING. ANY PROBLEMATIC DOORS SHALL BE BROUGHT TO THE ATTENTION FO THE FACILITIES CONSTRUCTIONREPRESENTATIVE PRIOR TO FLOORING PREPARATION.

11. PERFORM CALCIUM CHLORIDE TEST FOR ALL SLAB SUBFLOORSWHERE SLAB IS NEW, OR ALL EXISTING SLAB ON GRADELOCATIONS. WHERE EXISTING SLAB IS ABOVE GRADE,CONTRACTOR MAY LIMIT TESTING TO AREAS NEAR A SOURCE OFWATER SUCH AS AROUND PLUMBING LINES, SHOWER STALLS,ROOF DRAINS, ETC. WHERE MOISTURE IN THE SLAB EXCEEDSFINISH MATERIAL'S MANUFACTURER'S RECOMMENDATIONS,REFER TO NOTES ABOVE FOR MANUFACTURER'S WARRANTYREQUIREMENTS.

12. CONTRACTOR TO INCLUDE ALLOWANCE FOR CONCRETE SLABSEALER TO BE FURNISHED AND APPLIED UNDER ALL FLOORFINISHES ON SLAB ON GRADE.

13. CONTRACTOR SHALL VERIFY LEAD TIMES FOR ALL FINISHMATERIALS AND SHALL BE RESPONSIBLE TO HAVE ALLMATERIALS ON THE JOB SITE ON TIME. NO SUBSTITUTIONSSHALL BE MADE DUE TO LATE ORDERING OF MATERIALS.

14. CONTINUE ALL FLOOR FINISHES UNDER ALL APPLIANCES ANDREMOVABLE CABINETS AND EQUIPMENT.

PAINT AND WALL FINISHES:

15. PAINT FINISHES (SHEEN) AS FOLLOWS:WALLS: EGGSHELL SHEENEXCEPTIONS SIMI GLOSS SHEEN AT: TOILETS PUBLIC ANDLABS, FOOD SERVICE AREAS, TRASH AND UTILITY ROOMS.PAINTED DOORS & FRAMES: SEMI GLOSSCEILING AND SOFFITS: FLAT

NOTE: REFER TO INTERIOR ELEVATIONS WHERE FORLOCATIONS WHERE EPOXY PAINT IS REQUIRED.

16. SUBMIT ALL FINISH SAMPLES TO ARCHITECT FOR APPROVAL,INCLUDING DRAW DOWNS OF ALL PAINT COLORS IN ALL FINISHTYPES AS USED.

17. PAINT ALL ACCESS PANELS TO MATCH ADJ. WALL SURFACE.

18. PLASTER FINISH SHALL BE LEVEL FOR WHERE A PAINTEDFINISH SURFACE IS SHOWN.

RESILIENT FLOORING:

19. ALL RESILIENT FLOORING INSTALLATIONS SHALL BECOMPLETED TO THE POINT READY FOR THE FIRST DAY OFUSE AND IN AS NEW CONDITION, CLEAN CONSTRUCTIONDUST AND DERBY, DAMP MOP AND APPLY A SEALER ORWAXED PER MANUFACTURER'S RECOMMENDATIONS FORTHE PRODUCT. FLOORING CONTRACTOR TO PROVIDE THEPRODUCT SPECIFICATION AND A RECOMMENDEDREAPPLICATION TIME FOR THE SEALER OR WAX TO THEFACILITIES MAINTENANCE OFFICE.

20. ALL SHEET GOODS OF RESILIENT FLOORING SHALL BEINSTALLED USING HEAT WELD SEAMS, WELDING RODSSHALL MATCH THE COLOR OF THE FLOORING MATERIALUNLESS OTHERWISE NOTED ON THE FINISH PLAN OR LEGEND.

CASEWORK AND MILL WORK:

21. ALL CASEWORK AND MILL WORK TO CONFORM TO THEREQUIREMENTS OF THE LATEST EDITION OF W.I.C. FORCUSTOM GRADE.

22. WOOD SAMPLES PROVIDED TO THE COTNRACTOR AREFOR COLOR ONLY. CONTRACTOR TO SUBMITT SAMPLESFOR ALL WOOD FINISHES FOR APPROVAL AND VERFIY SHEENOF FINISH FOR ALL LOCATIONS OF STAINED WOOD FINISH.SUBMITTALS SHALL INCLUDE INFORMATION ON THE SPECIESOF WOOD USED, VENEER MATCHING PROPOSED AND CLEARFINISH PROPOSED OVER THE STAIN.

23. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL CASEWORKAND MILL WORK.

FLAME SPREAD:

24. FLAME SPREAD OF FINISH MATERIALS: WALL, FLOOR ANDCEILING SHALL NOT EXCEED THE FLAME SPREADCLASSIFICATIONS IN CBC TABLE 803.5

WALLS:

PT-3 DESCRIPTION: PORCELAIN TILEMFG: ARIZONA TILESTYLE: REGISCOLOR: BEIGESIZE: 8"x16"INSTALL: RUNNING BOND PATTERNGROUT: CBP# 145 LIGHT SMOKE

PT-4 DESCRIPTION: PORCELAIN TILE (ACCENT)MFG: ARIZONA TILESTYLE: REGISCOLOR: BEIGESIZE: 2"x8"INSTALL: PER ELEVATIONSGROUT: CBP #145 LIGHT SMOKE

CEILINGS:

P-4 DESCRIPTION: PAINTMFG: SHERWIN WILLIAMSCOLOR: SW 7008 - ALABASTER

P-10 DESCRIPTION: PAINTMFG: SHERWIN WILLIAMSCOLOR: SW 6140 - MODERATE WHITE

CASEWORK LAMINATE & ALL EXPOSED SURFACES:

PL-1 DESCRIPTION: PLASTIC LAMINATE (TV BACKBOARD)MFG: WILSONARTCOLOR: 7054-60 - WILD CHERRY

PL-2 DESCRIPTION: PLASTIC LAMINATE (CABINETRY)MFG: WILSONARTCOLOR: 4859-60 SPICED ZEPHYR

PL-3 DESCRIPTION: PLASTIC LAMINATE (CABINETRY)MFG: WILSONARTCOLOR: 4656-60 BRONZE LEGACY

FINISH LEGEND:

BASE:

B-1 DESCRIPTION: RUBBER TOP SETMFG: MANNINGTONSTYLE: SPHISTICATE 4.25"COLOR: #911 SABLE

B-2 DESCRIPTION: PORCELAIN TILEMFG: DAL TILESTYLE: CONTINENTAL SLATECOLOR: CS58-BRAZILIAN GREENSIZE: 6"x12" COVEGROUT: #185 NEW TAUPE AT VERTICAL JOINTS

WALL PROTECTION:

CR DESCRIPTION: CHAIR RAILMFG: KOROGARDSTYLE: DIMENSION SERIES 4"COLOR: RUSTIC CHERRY

CG DESCRIPTION: CORNER GUARDSMFG: KOROGARDSTYLE: G-100 SERIES 4'-0"COLOR: WHITE CORN

WP DESCRIPTION: WALL PROTECTIONMFG: KOROGARDSTYLE: PROTECTIVE WALL COVERING .040COLOR: RUSTIC CHERRY

FLOORS:

LVT-1 DESCRIPTION: LUXURY VINYL TILEMFG: MANNINGTONSTYLE: AMTICO COLLECTION - WOODCOLOR: CHERRY - AROW 7000SIZE: 4.5"x36"

LVT-2 DESCRIPTION: LUXURY VINYL TILEMFG: MANNINGTONSTYLE: AMTICO COLLECTION - STONECOLOR: STRIA SEDIMENT - AROSMS14SIZE: 12"x18"INSTALL: RUNNING BOND

LVT-3 DESCRIPTION: LUXURY VINYL TILEMFG: MANNINGTONSTYLE: AMTICO COLLECTION - ABSTRACTCOLOR: LINEAR OLIVE - AROALA18SIZE: 12"x12"INSTALL: QUARTER TURNED PATTERN

SV-1 DESCRIPTION: SHEET VINYLMFG: MANNINGTONSTYLE: ASSURANCE IICOLOR: 16319-JUTENOTE: PROVIDE 6" SELF-COVE BASE AT WALLS. FLOAT FLUSH

TRANSITION TO TILE FLOOR AT SHOWER STALLS AND RESTROOM AREA.

CPT-1 DESCRIPTION: CARPET (BENCHES)MFG: MANNINGTONSTYLE: BENCHMARK IIICOLOR: 1403 - CHINCHILLA

PT-1 DESCRIPTION: PORCELAIN TILEMFG: DAL TILESTYLE: CONTINENTAL SLATECOLOR: CS52 - BRAZILIAN GREENSIZE: 6"x6"GROUT: CBP #185 NEW TAUPE

PT-2 DESCRIPTION: PORCELAIN TILEMFG: DAL TILESTYLE: CONTINENTAL SLATECOLOR: CS52-BRAZILIAN GREENSIZE: 3"x3"INSTALL: ACCENT AT WALLS AND SHOWER FLOORSGROUT:

NOTE : FOR TILE FLOOR-TO-WALL TRANSITION: USE FLOOR TILE 6"x12" COVE BASE AT WALLS. ALTERNATE OPTION: UTILZE SCHLUTER DILEX-AHK ALUMINUM COVE TRIM AT INTERSECTION.

P-1 DESCRIPTION: PAINT (WALLS)MFG: SHERWIN WILLIAMSCOLOR: SW 7560 - IMPRESSIVE IVORY

P-2 DESCRIPTION: PAINT (ACCENT WALL-UPPER)MFG: SHERWIN WILLIAMSCOLOR: SW 7679 - GOLDEN GATE

P-3 DESCRIPTION: PAINT (ACCENT WALL- LOWER)MFG: SHERWIN WILLIAMSCOLOR: SW 0007 - DECOROUS AMBER

P-5 DESCRIPTION: PAINTMFG: SHERWIN WILLIAMSCOLOR: SW 6350 - INTRICATE IVORY

P-6 DESCRIPTION: PAINT (TOILET PARTITIONS)MFG: SHERWIN WILLIAMSCOLOR: SW 0036 - BUCKRAM BINDINGNOTE: ALL EXPOSED METAL FITTINGS TO BE BUFFED-

OUT AND REFURBISHED

P-7 DESCRIPTION: PAINT (LOCKERS)MFG: SHERWIN WILLIAMSCOLOR: SW 7748 - GREEN EARTH

P-8 DESCRIPTION: MAIN PAINT (ANESTHESIA)MFG: SHERWIN WILLIAMSCOLOR: SW 7569 - STUCCO

P-9 DESCRIPTION: PAINT (ACCENT- ANESTHESIA)MFG: SHERWIN WILLIAMSCOLOR: SW 6142 - MACADAMIA

COUNTERTOPS:

SS-1 DESCRIPTION: SOLID SURFACEMFG: DUPONTSTYLE: CORIAN SOLID SURFACECOLOR: MOSS

SS-2 DESCRIPTION: SOLID SURFACE (LAVATORY)MFG: WILSONARTSTYLE: SOLID SURFACECOLOR: SEASTONE

NOTE: ALL RESTROOM COUNTERS TO HAVE INTEGRAL WILSONART SOLIDSURFACE SINKS #BV1613 - COLOR: CREAM (3 EA. LOCKER AREA)

SS-3 DESCRIPTION: SOLID SURFACE (ANESTHESIA COUNTER TOP)MFG: DUPONTSTYLE: CORIAN SOLID SURFACECOLOR: BURLED BEACH

CONSULTANT



SHEET TITLE:

SHEET NUMBER:

PROJECT TITLE:

SCALE:

PROJECT #:

DRAWN BY:

CHECKED BY:

DATE:



SFEIR ARCHITECTS


TEL(619)299-3917 FAX(619)299-5084

ARCHITECT:

OWNER:




FN.RE

N o.E OTSAT 9131 1


1982 PALSERO AVENUE



TEL(760)484-0455

4002 VISTA WAY



TEL(760)724-8411

INTERIOR:

ME&P:


P2S


TEL(619)618-2347

12" = 1'-0"



ID-1

FINISH GENERAL NOTES &LEGEND

01657.00

Author

Checker

02/03/17




CORRIDOR

CENTER

5 4 3

P

N

M

L

FEMALE

BATHROOM

MALE

BATHROOM

11026

MALE LOCKER

ROOM

11030

FEMALE LOCKER

ROOM

11029

SL

TEL

PHYSICIANS

LOUNGE

11025

CORRIDOR

QUIET ROOM

SS-1 NEW UNDERMOUNTSINK W/ FAUCET

CEILING P-4

CEILING &SOFFITS

P-4

INTEGRAL SINKSSS-2

CPT-1

CPT-1

P-7

P-7

P-7

P-7

P-7

CEILING P-4

CEILING &SOFFITS

P-4

INTEGRAL SINKS SS-2

CPT-1

CPT-1

P-7

P-7

P-7

P-7

P-7

CEILING P-4

P-7

P-7

P-1

P-3

LVT-1

B-1

P-3

P-2

P-1

P-1

P-3

P-2

P-1

WP

P-1

LVT-1

B-1

CR

B-2

PT-1

SV-1

SV-1

PT

-3

B-2

PT-1

P-5

B-2

PT-2

PT

-3

PT

-3

B-2

PT-2

SV-1

SV-1

PT

-3

B-2

PT-2

B-2

PT-1

PT-3

P-5

P-5

B-1

LVT-1

P-5

P-5

P-5

B-1

LVT-1

B-1

LVT-3

P-5

B-1

LVT-3

PT-3

P-6

PT

P-5

P-5

P-5

P-5

P-5

PT

P-6

CP

T-1

CP

T-1

CPT-1

CP

T-1

CPT-1

CP

T-1

89

H3

K

SLP

11001

SLP

11048

ANESTHESIA

LOUNGE

11046

TOILET

11049SLP

11050

CO

RR

IDO

R

CORRIDOR

SS-3

CEILINGALL AREAS

P-10

PL-3PL-1

PL-1

PL-1

F.M.C.

F.M.C.

F.M.C.

F.M.C.F.M.C.

F.M.C.

REPLACECONTACTPAPER @WINDOW

LVT-2

B-1

B-1

LVT-1

P-8

P-8

P-8

P-8

B-1

LVT-2

B-2

PT-2

B-2

PT-1

B-1

LVT-2

P-8

P-5

PT-3

PT

-3

NAME

#ROOM NAME, NUMBER

#

#

#

F.M.C.

XX

IDXX

#

#

#

#

FLOOR FINISH

FLOOR FINISH

BASE SYMBOL

FLOOR MATERIAL CHANGE

N.I.C.

INDICATED INTERIOR WALL ELEVATIONAND SHEET ON WHICH IT OCCURS

DETAIL TAG#

#

WALL FINISH TAG

CONTINUATION OF FINISH

WALL FINISH EXTENTS

WALL FINISH TAG ABOVE/UPPER

KEYNOTE TAG

TYPICAL

SIMILAR

INTEGRAL BASEIB

SIM.

TYP.

WALL FINISH TAG BELOW/LOWER

#

SYMBOLS LEGENDS

CONSULTANT



SHEET TITLE:

SHEET NUMBER:

PROJECT TITLE:

SCALE:

PROJECT #:

DRAWN BY:

CHECKED BY:

DATE:



SFEIR ARCHITECTS


TEL(619)299-3917 FAX(619)299-5084

ARCHITECT:

OWNER:




FN.RE

N o.E OTSAT 9131 1


1982 PALSERO AVENUE



TEL(760)484-0455

4002 VISTA WAY



TEL(760)724-8411

INTERIOR:

ME&P:


P2S


TEL(619)618-2347

As indicated



ID-2

FINISH PLANS

01657.00

Author

Checker

02/03/17




NORTH 1/4" = 1'-0"1PARTIAL 1ST FINISH PLAN

1/4" = 1'-0"2ANESTHESIA PARTIAL 1ST FINISH PLAN

2"x8" ACCENTPT-4

3"x3" ACCENTPT-2

2"x8" ACCENTPT-4

8"x16" PT-3RUNNING BOND

6"x12" BASE B-2(MATCH FLOOR)

4' -

0"


6"

6"

5"

3' -

4"

2' -

5"

5"

6"

2' -

10

"

6"

8"

1' - 0"

1' - 4"

6"




6"

8"

1' - 0"

1' - 4"

8"x16" PT-3RUNNING

BOND CUT TOFIT

PAINT ABOVEP-5

3"x16" SBNTRIM

8"x16" ROWPT-3

2"x8" ACCENTPT-4

3"x3" ACCENTPT-2

2"x8" ACCENTPT-4



3' -

10

"

5"

6"

6"

3' -

4" 4

' - 0

"

2' -

5"

5"

6"

WALL SURFACE PERAND PAINT PER FINISH PLANS

MILL FINISH ALUMINUMTOP CAP

SHEET VINLY SELF COVEBASE OF ADJACENT SHEETVINYL PER FINISH PLANS

PRE-FORMED PLASTIC COVESTRIP

EXISTING FLOOR SLAB

4 1

/4"

NOTES:

1. STANDARD FINISH BASE DETAIL, APPLY AT ALL LOCATIONSRESILIENT SELF COVE BASE LOCATIONS PER FINISH PLANS.

WALL PARTITION PER PLAN

CONTINUOUSVINYL RETAINER

1/4" RADIUS

ACROVYN HIGH IMPACTVINYL ACRYLICEXTRUSION GUARD WP-1PER FINISH LEGEND

2"

2"

#6 X 1 5/8" BUGLE HDDRYWALL SCREWS @18" O.C.

FINISH PER FINISHSCHEDULE

1/2

"

6"

0"

4 1

/4"

BA

SE

HIE

GH

T

1/1

6"

48

"

WALL PARTITIONPER PLAN

CORNER GUARD

1/4" CAP, TOP &BOTTOM

FINISH FLOOR

CORNER GUARD MOUNTING HEIGHT (NTS)

5/8"

4"

2'- 10" TO F.F.

KOROGARD/KOROWOOD WRAP

PNEUMATIC BRAD NAILER24" O.C. FILL NAIL HOLEWITH COLOR MATCHED

FILLER.

9/16"

FR. PARTICLE BOARD

WALL SURFACEPER FINISH PLANS

TILE BASE COVE PER FINISHPLANS

PORCELAIN TILE ASPER FINISH LEGEND

EXISTING FLOOR SLAB

NOTES:

1. STANDARD TILE BASE DETAIL, APPLY AT ALL LOCATIONSLOCATIONS PER FINISH PLANS.

6"

WALL SURFACE PAINT ASPER FINISH PLANS.

RUBBER TOPSET BASE ASPER FINISH PLANS.

LUXURY VINYL TILE AS PERFINISH PLANS.

EXISTING FLOOR SLAB

4 1

/4"

3/8"

CONSULTANT



SHEET TITLE:

SHEET NUMBER:

PROJECT TITLE:

SCALE:

PROJECT #:

DRAWN BY:

CHECKED BY:

DATE:



SFEIR ARCHITECTS


TEL(619)299-3917 FAX(619)299-5084

ARCHITECT:

OWNER:




FN.RE

N o.E OTSAT 9131 1


1982 PALSERO AVENUE



TEL(760)484-0455

4002 VISTA WAY



TEL(760)724-8411

INTERIOR:

ME&P:


P2S


TEL(619)618-2347

As indicated



ID-3

FINISH DETAILS

01657.00

Author

Checker

02/03/17




1" = 1'-0"1BATHROOM FULL HEIGHT TILE

1" = 1'-0"2ANESTHESIA SHOWER FULL HEIGHT TILE

1" = 1'-0"3

ANESTHESIA BATHROOM HALF HEIGHTTILE

6" = 1'-0"54-1/4" SHEET VINYL SELF COVE BASE

6" = 1'-0"4CORNER GUARD

6" = 1'-0"8CHAIR RAIL

6" = 1'-0"66" TILE COVE BASE

6" = 1'-0"7BASE DETAIL

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