DIMENSION TO FACE OFFRAMING, FACE OFCONCRETE, GRIDLINE, OR AS NOTED.

CLEAR DIMENSION TOFINISH FACE OR AS NOTED

SURFACE SLOPE

NORTH ARROW

PROJECT NORTH(SEE CIVIL FOR TRUENORTH)

DRAWING REVISION NEW SPOT ELEV

WINDOW TYPE -REF WINDOW SCH

DOOR TAG

WINDOW TAG

CALLOUT

DRAWING NUMBER

DRAWING NUMBER

EXTERIOR ELEVATION

DOOR NUMBER -REF DOOR SCH

SHEET NUMBER

EXISTING SPOT ELEV

ELEVATION TAG

KEYNOTE

BUILDING SECTION

WALL SECTION

SHEET NUMBER

ROOM TAG

(E) 98.75'

INTERIOR ELEVATION

1 1/4"

1 1/4"

1

A101

SIM

1

A101

SIM

DRAWING NUMBER

SHEET NUMBER

198.75'

ROOM NUMBER

1/4:12

SLOPE

Room name

101

150 SF

SYMBOLS AND FILL PATTERNS

EARTH

GRAVEL

ASPHALT

METAL - STEEL

MASONRY - CONCRETE BLOCK

WOOD - FINISH

*WOOD - CONTINUOUS

INSULATION - BATT

INSULATION - RIGID

INSULATION - ACOUSTICAL

WOOD - PLYWOOD

GYPSUM BOARD

GLASS

WOOD - PARTICLE BOARD

METAL - ALUMINUM

CONCRETE

MASONRY - BRICK

SAND

*WOOD - BLOCKING

INSULATION - SEMIRIGID

1t

101

A101

1SIM

A3.00

1

3

24

A3.00

1

3

24

FINISH TAG

A11

AC

GROUP

ASSEMBLY

STUD SIZE

MODIFIER

WALL TAG

NameElevation

CEILING HEIGHT ABOVEFINISHED FLOOR- ALLCEILINGS 9'-0" UNLESSOTHERWISE NOTED.

CEILING MATERIAL

CEILING TAG1t

9'-0"

A-1

?

PROJECT CONTACTS

Wallowa Memorial Hospital601 Medical ParkwayEnterprise, OR 97828TEL: (541) 426-5400FAX: (541) 426-0321ATTN: Dan McCarthy, Plant Services DirectorEMAIL: dan.mccarthy@wchcd.org

Clark/Kjos Architects333 NW Fifth AvenuePortland, OR 97209TEL: (503) 224-4848FAX: (503) 224-7116ATTN: Matt Kadyk, Project ManagerEMAIL: mattkadyk@ckarch.com

Owner:

Architect:

Lewis & Van Vleet, Inc.18660 SW Boones Ferry Rd.Tualatin, OR 97062TEL: (503) 885-8605FAX: (503) 885-1206ATTN: Gary LewisEMAIL: gjlewis@lvvi.com

Interface Engineering100 SW Main St., Suite 1600Portland, OR 97204TEL: (503) 382-2746ATTN: Jim Sattem, PEEMAIL: jims@interfaceeng.com

Structural:

Electrical:

GENERAL NOTES

CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDINGWITH THE WORK.

DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. NOTIFY THEARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS.

CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTOR'SWORK, COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS, ACCURATE LOCATION OFSTRUCTURAL MEMBERS, AND OPENINGS FOR MECHANICAL, ELECTRICAL, ANDMISCELLANEOUS EQUIPMENT.

CONTRACTOR SHALL VERIFY DIMENSIONS AND CLEARANCES FROM MANUFACTURER PRIOR TOTHE CONSTRUCTION AND INSTALLATION OF ALL EQUIPMENT, FURNISHINGS, ANDACCESSORIES.

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE DURINGCONSTRUCTION AND UNTIL PROJECT COMPLETION.

CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES, WHETHER INDICATED INDRAWINGS OR NOT.

PROVIDE BACKING, BLOCKING, OR STRAPPING AS REQUIRED FOR GRAB BARS, SHELVING,EQUIPMENT, HANDRAILS, ACCESSORIES, AND CABINETS.

COORDINATE LOCATIONS OF IN-WALL ITEMS TO AVOID BACK TO BACK INSTALLATION.

ALL SAFETY GLAZING SHALL BE PERMANENTLY AMBLED WITH THE MANUFACTURER'S NAMEAND TEST APPROVAL INFORMATION.

SEE STRUCTURAL FOR REQUIRED SPECIAL INSPECTIONS.

SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL ANDEQUIPMENT INFORMATION.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

VICINITY MAP

CO

PY

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Enterprise, OR

WMH COVERED WALKWAYWallowa County Health Care District

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GEN. NOTES,

SYMBOL, ABBRE. &

FINISH CODE

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--- NONE& AND@ AT± APPROXIMATELY

CENTERLINEØ DIAMETER# NUMBER" INCH(ES)' FOOT (FEET)

ANGLEPERPENDICULARPLATE OR PROPERTY LINE

A

ACOUS ACOUSTICALA.D. AREA DRAINADJ ADJUSTABLEAFF ABOVE FINISH FLOORAGGR AGGREGATEAL ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTURALASB ASBETOSASPH ASPHALTB

BD BOARDBITUM BITUMINOUSBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBOT BOTTOMBR BUMPER RAILCCAB CABINETC.B. CATCH BASINCER CERAMICC.I. CAST IRONCG CORNER GUARDCGF CORNER GUARD FULL HEIGHTCHR CHAIR RAILCLG CEILINGCLKG CAULKINGCLO CLOSETCLR CLEARC.O. CASED OPENINGCOL COLUMNCONC CONCRETECONN CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUSCORR CORRIDORCTSK COUNTERSUNKCNTR COUNTERDDBL DOUBLEDEPT DEPARTMENTD.F. DRINKING FOUNTAINDET DETAILDIA DIAMETERDIM DIMENSIONDISP DISPENSERDN DOWND.O. DOOR OPENINGDR DOORDWR DRAWERDS DOWNSPOUTD.S.P. DRY STANDPIPEDWG DRAWINGEE EAST(E) EXISTINGEA EACHEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMER EMERGENCYENCL ENCLOSUREEP ELECTRICAL PANEL

ABBREVIATIONS

EQ EQUALEQUT EQUIPMENTEWC ELECTRIC WATER COOLEREXST EXISTINGEXPO EXPOSEDEXT EXTERIOR

F.A. FIRE ALARMF.B. FLAT BARF.D. FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFIN FINISHFL FLOORFLOUR FLOURESCENTF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.S. FACE OF STUDSFPRF FIREPROOFFT FOOT OR FEETFTG FOOTINGFURR FURRINGFUT FUTUREG

GA GAUGEGALV GALVANIZEDGB GRAB BARGL GLASSGND GROUNDGR GRADEGYP GYPSUMH

H.B. HOSE BIBHC HOLLOW COREHDWD HARDWOODHDWE HARDWAREHM HOLLOW METALHORIZ HORIZONTALHR HOURHR-E HANDRAIL, EXISTINGHR-ME HANDRAIL, MATCH EXISTINGHR-1 HANDRAIL, NEWHGT HEIGHTII.D. INSIDE DIAMETERINSUL INSULATIONINT INTERIORJ

JAN JANITORJT JOINTKKIT KITCHENL

LAB LABORATORYLAM LAMINATELAV LAVATORYLT LIGHTM

MAX MAXIMUMM.C. MEDICINE CABINETMECH MECHANICALMEMB MEMBRANEMET METALMFR MANUFACTURERM.H. MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSM.O. MASONRY OPENINGMTD MOUNTEDMUL MULLIONNN NORTH(N) NEWN.I.C. NOT IN CONTRACTNO. NUMBERNOM NOMINALNTS NOT TO SCALE

OO.A. OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETEROFCI OWNER FURNISHED, CONTRACTOR INSTALLEDOFOI OWNER FURNISHED, OWNER INSTALLEDOFF OFFICEOPNG OPENINGOPP OPPOSITEORD OVERFLOW ROOF DRAINQ

Q.T. QUARRY TILER

R RISER(R) RELOCATERAD RADIUSRD ROOF DRAINREF REFERENCEREFR REFRIGERATORRGTRREGISTERREQ REQUIREDRESIL RESILIENTRM ROOMR.O. ROUGH OPENINGR.W.L. RAIN WATER LEADERS

S SOUTHSAM SELF ADHERED MEMBRANESC SOLID CORES.C.D SEAT COVER DISPENSORSCHED SCHEDULES.D. SOAP DISPENSERSECT SECTIONSH SHELFSHC SHOWER CURTAINSHR SHOWERSHT SHEETSIM SIMILARS.N.D. SANITARY NAPKIN DISPENSERS.N.R. SANITARY NAPKIN RECEPTACLES.P.T. SPECIMIN PASS THROUGHSQ SQUARESST STAINLESS STEELS.SK SERVICE SINKSTA STATIONSTD STANDARDSTL STEELSTRUCT STRUCTURALSUSP SUSPENDEDSYM SYMMETRICALTT TREADT.B. TOWEL BART.C. TOP OF CURBTEL TELEPHONET&G TONGUE AND GROOVETHK THICKT.P. TOP OF PAVEMENTT.P.D. TOILET PAPER DISPENSERTV TELEVISIONT.W. TOP OF WALLTYP TYPICALUUL UNDERWRITERS LABORATORYUNF UNFINISHEDUR URINALVVERT VERTICALVEST VESTIBULEWW WESTW/ WITHW.C. WATER CLOSETWD WOODW/O WITHOUTWP WATERPROOFWPR WALL PROTECTIONWRB WEATHER RESISTANT BARRIERWSCT WAINSCOTWT WEIGHT

CL

PL

-ARCHITECTURAL-

A201 FLOOR PLANS

A231 CURB PLAN, RCP, ROOF PLAN

A350 SECTIONS AND ELEVATIONS

-GENERAL-

G0.00 GEN. NOTES, SYMBOL, ABBRE. & FINISH CODE

G1.00 FIRE AND LIFE SAFETY

-ELECTRICAL-

E001 ELECTRICAL SYMBOLS LIST, DETAILS AND SCHEDULESE201 ENLARGED FLOOR PLANS, POWER SIGNAL AND LIGHTING

-STRUCTURAL-

S100 STRUCTURAL NOTESS110 FOUNDATION PLAN AND DETAILS

-DEFERRED SUBMITTALS-

WALKWAY ENCLOSURE SYSTEM

CC

CCCC

CC

CC

FD

S3

EQUIPDRAIN

WATER SUPPLY

UP

GENERAL NOTES

LEGEND

1. THESE PLANS ARE INTENDED TO SHOW THE FIRE ANDLIFE SAFETY SYSTEM FOR THE FLOORS SHOWNONLY, NOT THE SCOPE OF WORK OF THISCONTRACT. REFER TO CONTRACT DOCUMENTS INTHEIR ENTIRETY FOR SCOPE OF WORK.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FORVERIFYING THAT ALL TRADES ARE THOROUGHLYFAMILIAR AND COMPLY WITH THE REQUIREMENTSLISTED IN THE "FIRE AND LIFE SAFETY STANDARDS"(FLSS).

3. ALL RATED ASSEMBLIES SHALL BE CONSTRUCTED TOPREVENT THE MOVEMENT OF FLAME OR GASSES PERCODE.

4. ALL PENETRATIONS THROUGH RATED ASSEMBLIESSHALL BE FIRESTOPPED OR SEALED PER CODE.

5. THE CONTRACTOR SHALL FIELD VERIFY THECONDITION OF THE EXISTING FLSS SYSTEMS IN THEAREAS OF WORK THAT MAY REQUIRE UPDATING.AREAS INCLUDE (BUT ARE NOT LIMITED TO) THEFOLLOWING:

SQ.FT.

ROOM NAMEOccupancy Type

Occupancy Calc.

A. CONTRACTOR TO VERIFY THAT ALLEXISTING PENETRATIONS OF RATEDASSEMBLIES WHICH ARE EXPOSED TOVIEW DURING CONSTRUCTION ARECOMPLIANT WITH CODE REQUIREMENTS.

B. CONTRACTOR TO EXTEND ANY EXISTINGWALL (WITHIN THE AREA OF WORK) TOSTRUCTURE WHICH IS REQUIRED BYFLSS BUT DOES NOT PRESENTLY EXIST.

C. CONTRACTOR TO VERIFY THAT ALLDUCTWORK PENETRATIONS THROUGHRATED ASSEMBLIES ARE EQUIPPED WITHFIRE AND/ OR SMOKE DAMPERS ASREQUIRED BY CODE.

D. VERIFY THAT THE FIRE ALARM,EMERGENCY LIGHTING, AND EMERGENCYPOWER IN THE AREA OF WORKCONFORMS TO THE FLSS "ELECTRICALSTANDARDS" SECTION FOR THEOCCUPANCY TYPE INDICATED ON THEFLS PLANS

FE

X'-X"

999

999

Occ / Sf

1 HOUR WALL

AREA OF 1 HOUR FLOOR AND 1HOUR CEILING

OCCUPANCY AREA

EGRESS TRAVEL DISTANCE

COMMON PATH OF EGRESSTRAVEL

FIRE EXTINGUISHER

EXIT SIGN, ARROW(S)INDICATES DIRECTION (IFSHOWN)

OCCUPANT EXIT LOAD

CUMULATIVE OCCUPANT EXITLOAD

ROOM OCCUPANCY TAG

CODE REVIEW FOR "AREA OF WORK"PROJECT NAME: WALLOWA MEMORIAL HOSPITAL- COVERED WALKWAYADDRESS: 603 MEDICAL PARKWAY

ENTERPRISE, OR 97828

OWNER: WALLOWA MEMORIAL HOSPITAL

CODES: OREGON STRUCTURAL SPECIALTY CODE 2014

OCCUPANCY: GROUP U

NUMBER OF STORIES: ONE

CONSTRUCTION TYPE: II-B

FIRE PROTECTION: FULLY SPRINKLED

FIRE ALARM SYSTEM: NO

ALLOWABLE SQUARE FOOTAGE: (TABLE 503)ALLOWABLE SQUARE FOOTAGE FOR GROUP U- 8,500 SF

ACTUAL SQUARE FOOTAGE: 890 SF

FIRE SEPARATION DISTANCE: >10'

MAXIMUM AREA OF EXTERIOR WALL OPENINGS:UNPROTECTED, SPRINKLERED 30' OR GREATER- NOT REQUIRED

MAX. TRAVEL DISTANCE(1016.1): 250 FT W/ SPRINKLER

FIRE RESISTIVE RATINGS: (TABLE NO. 60I, 602 OF THE I.B.C.)

BUILDING ELEMENT (>10' SEPARATION) TYPE II-BSTRUCTURAL FRAME 0 HOURBEARING WALLS

EXTERIOR 0 HOURINTERIOR 0 HOUR

NON BEARING WALLS AND PARTITIONSEXTERIOR 0 HOURINTERIOR 0 HOUR

FLOOR CONSTRUCTIONINCLUDING SUPPORTING BEAMS AND JOISTS 0 HOUR

ROOF CONSTRUCTIONINCLUDING SUPPORTING BEAMS AND JOISTS 0 HOUR

EXTERIOR DOORS AND WINDOWS 0 HOUR

A B C D E

F G

2

3

4

5

1

6'

A5'

B' C' D' E' F'

7'

8'

5'

18

25 44

(PRESUMED OCCUPANTEXIT LOAD AT EXISTINGHOSPITAL)

75'-0

"

NEW COVERED WALKWAY

NO RATING REQUIREDBETWEEN BUILDINGS PER3104.5 EXCEPTION 1

AREA OF WORK

NEW CONCRETESIDEWALK

NEW CONCRETESIDEWALK

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1/16" = 1'-0"1LEVEL 1

1 02.01.17

G

4

6'

A5'

5'

13' - 9 1/2" 1"3' - 5 3/4" 36' - 1 1/4" 3' - 0"

(TYP)

3' - 10"

2' - 0"

36' - 9 1/4"

8' -

5"

3

A350

2

A3501

A350

1' - 3"0' - 0"

1/2" / 12" 1/2" / 12"

A350

4

8' -

7 3

/4"

NOTE:ALL NEW DOORS TO BE 3'-6"x7'-0" MIN.

3' - 6"

NEW DOOR(MATCH EXISTING)

009.3

VESTIBULE

009

A.1

A.2

A.2

A.1

A.2

A.1

A.1

A.3

A.3

A.3

A.2

* Contractor to ensure the following:1. The wall between the hospital and walkway wall must capable of resisting the passage of smoke or is constructed of a

tempered, wired or laminated glass wall.2. The wall or glass separating the interior of the building from the pedestrian walkway shall be protected by an automatic

sprinkler system in accordance with Section 903.3.1.1 and the sprinkler system shall completely wet the entire surface ofinterior sides of the wall or glass when actuated.

3. The glass shall be in a gasketed frame and installed in such a manner that the framing system will deflect without breaking(loading) the glass before the sprinkler operates.

4. Obstructions shall not be installed between the sprinkler heads and the wall or glass.

*

(12" MIN)

2' - 2 1/2"

RAMP DOWN RAMP DOWN

*

3' -

1 3

/4"

3' -

10"

1' -

9 3

/4"

2' - 9" 3' - 10"

F G

2

3

4

5

6'

A5'

A5'

B'

B'

7'

8'

5'

DEMO EXISTING SIDEWALK

A350

4

DEMO GLASS PANEL

SAW CUT SIDEWALK ASNECESSARRY FOR NEWSLAB AND CONCRETE STEMWALL

VESTIBULE

009HOSPITAL

DEMO AUTO OPENER

DEMO EXISTING SIDEWALK

GENERAL NOTES

1. ALL DIMENSIONS TO FACE OF STUD UNLESSOTHERWISE NOTED.

2. SEE ELECTRICAL FOR ADDITIONALINFORMATION.

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1/4" = 1'-0"2COVERED WALKWAY PLAN

1" = 10'-0"1WALKWAY DEMO PLAN

-KEYNOTES-

A.1 MULLION MOUNTED DOOR OPERATOR

A.2 POST MOUNTED DOOR OPERATOR(COORDINATE LOCATION W/ OWNER)

A.3 DOOR BY OTHERS

1 02.01.17

2 03.20.17

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4

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A5'

5'

3' - 0"

0' - 0"

3' - 0"

.

RAMP DOWN

3

A350

2

A3501

A350

.

RAMP DOWN

3' - 0"

1' -

2"

7' -

1 1

/4"

1' -

2"

1" 3' - 5 3/4" 39' - 1 1/4" 3' - 10" 27' - 0 1/4" 1' - 2"

2' -

11 3

/4"

3' -

10"

1' -

11 3

/4"

5 1/4" 73' - 6 1/4" 3' - 10" 3' - 5 1/2"

1 1/2"

11' - 3"

1"

3' - 0"

3' - 0"

A350

4

3' -

6"

3' - 6" 10' - 0 1/2"

11' - 0 1/4"

GENERAL NOTES

1. ALL DIMENSIONS TO FACE OF STUD UNLESSOTHERWISE NOTED.

2. SEE ELECTRICAL FOR ADDITIONALINFORMATION.

G

4

5

6'

A5'

5'

3

A350

2

A350

1

A350

GUTTERS(BY DUO-GARD)

WALKWAY ENCLOSURE BY OTHERS

G

4

5

6'

A5'

5'

3' - 6"

3' - 6"

3

A350

2

A350

1

A350

A350

4

WALKWAY ENCLOSURE BY OTHERSVESTIBULE

009

HOSPITAL

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ROOF PLAN

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1/4" = 1'-0"3CONCRETE CURB PLAN

-KEYNOTES-

1/4" = 1'-0"2ROOF PLAN

1/4" = 1'-0"1REFLECTED CEILING PLAN

SLO

PE

SLOPE

2 03.20.17

LEVEL 10' - 0"

LEVEL 215' - 0"

G A5'

(E) HOSPITAL2' - 6"

2

A350

1

A350

MEDICAL OFFICE BUILDING HOSPITAL

NOTE:ROOF, WALL, DOORS BY DUO GARD

6"

CONCRETE CURB

11' -

6"

2' -

6"

10' -

6"

6"

2' -

6"

MIN

8' -

0"

FLASHING AT BUILDING BY DUO-GARD

WALKWAY ENCLOSURE BY OTHERS

LEVEL 10' - 0"

4

(E) HOSPITAL2' - 6"

3

A350

10' -

6"

LEVEL 10' - 0"

LEVEL 215' - 0"

6'

(E) HOSPITAL2' - 6"

5' 3

A350

FLASHING BY DUO-GARD TOBE LOCATED IN THIS ZONE

11' -

6"

1' -

0"

11' -

6"

LEVEL 10' - 0"

G A5'

(E) HOSPITAL2' - 6"

2

A350

1

A350

WALKWAY ENCLOSURE BY OTHERS

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1/4" = 1'-0"3EAST WEST SECTION

1/4" = 1'-0"2SECTION AT MOB

1/4" = 1'-0"1SECTION AT HOSPITAL

1/4" = 1'-0"4Elevation 1 - a

PROJECT NO.:

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EXPIRES 12-31-2016

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lewis & van vleet inc.consulting engineers

Gary Lewis16134

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C:\Users\Dougs PC\Dropbox (Lewis & Van Vleet)\Lewis & Van Vleet Team Folder\Drawings\16134\00PLANS.dwg, 9/30/2016 4:55:35 PM

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lewis & van vleet inc.consulting engineers

Gary Lewis16134

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C:\Users\Dougs PC\Dropbox (Lewis & Van Vleet)\Lewis & Van Vleet Team Folder\Drawings\16134\00PLANS.dwg, 9/30/2016 4:55:10 PM