sheet list doney hall remodel number sheet name...

41
PROJECT SITE STATE ST RE E T WINTER ST. SE 12TH ST. SE OWNER: CONTRACTOR: ARCHITECT: MECHANICAL, ELECTRICAL, & PLUMBING: JURISDICTION: CB|TWO ARCHITECTS, LLC 500 LIBERTY STREET SE, SUITE 100 SALEM, OR 97301 PH: 503.480.8700 FX: 503.480.8701 CITY OF SALEM 555 LIBERTY STREET SE SALEM, OR 97301 PH: 503.588.6256 INTERIORS: WILLAMETTE UNIVERSITY CAMPUS PLANNING & FACILITIES 900 STATE STREET SALEM, OR 97301 KYLE MECHLING, PE INTERFACE ENGINEERING 100 SW MAIN ST., SUITE 1600 PORTLAND, OR 97204 PH: 503.82.613 NAME STREET ADDRESS CITY, STATE 9#### PH: ###.###.#### FX: CB|TWO ARCHITECTS, LLC 500 LIBERTY STREET SE, SUITE 100 SALEM, OR 97301 PH: 503.480.8700 FX: 503.480.8701 APPLICABLE CODES : OREGON STRUCTURAL SPECIALTY CODE (OSSC) 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) 2014 ALL STATE & LOCAL ORDINANCES CURRENT SHALL MEET ALL RELEVANT VERSIONS OF NFPA CURRENT ALLOWABLE AREA CHART: DORMITORIES (RESIDENTIAL) SECTION 506 - AREA MODIFICATIONS: 506.2 - FRONTAGE INCREASE (EQUATION 5-2): AREA INCREASE = [(BLDG PERIMETER W/ 20' PUBLIC WAY / TOTAL BLDG PERIMETER) - 0.25] x (WIDTH OF PUBLIC WAY / 30) *THE ENTIRE BUILDING PERIMETER HAS A 30' MIN FRONTAGE AREA INCREASE = 0.75 x 1.0 AREA INCREASE = 0.74 = 75% 506.1 - VERIFICATION OF ALLOWABLE AREA FOR I-2 (EQUATION 5-1): ALLOWABLE AREA PER STORY = [TABLE 503 AREA + (TABLE 503 AREA x FRONTAGE) + (TABLE 503 AREA x SPRINKLER)] ALLOWABLE AREA PER STORY = [9,500 SQ. FT. + (9,500 SQ. F.T x 75%) + (9,500 SQ. FT. x 0%)] ALLOWABLE AREA PER STORY = 9,500 SQ. FT. + 7,125 SQ. FT. + 0 SQ. FT. ALLOWABLE AREA PER STORY = 16,625 SQ. FT. OCCUPANCY TYPE: OSSC R-2 FIRE RESTRICTIVE REQUIREMENTS: STRUCTURAL FRAME TABLE 601 0 HOUR FIRE RESISTIVE REQUIREMENTS OF TYPE II-B (PER 2014 OSSC): TOTAL BUILDING AREA = 43,445 SQ. FT. TOTAL AREA OF REMODEL = 7,905 SF OCCUPANCY CLASS. (308.3) CONSTRUCT. TYPE (602.5) BASE ALLOWABLE AREA (TABLE 503) FULLY SPRINKLERED (506.3) FRONTAGE INCREASE (506.2) 75% INCREASE INCREASES ALLOWABLE AREA (506) TOTAL BUILDING AREA R-2 II-B 16,000/FLR +7,125 +16,000 /FLR 16,625 11,930 - OK (ALL NUMBERS IN SQ. FT.) ACCESSIBILITY INFORMATION: 1. ALL PUBLIC USE & COMMON USE AREAS SHALL BE ACCESSIBLE PER 2014 OSSC, CHAPTER 11. - SEE ACCESSIBILITY DETAILS FOR MORE INFORMATION. BEARING WALLS (EXT.) TABLE 601 0 HOUR BEARING WALLS (INT.) TABLE 601 0 HOUR NON-LOAD BEARING WALLS (INT.) TABLE 601 0 HOUR FLOOR CONSTRUCTION TABLE 601 0 HOUR ROOF CONSTRUCTION TABLE 601 0 HOUR BUILDING CONSTRUCTION TYPE: PER 2014 OSSC TYPE IIB (SPRINKLERED) FIRE EXTINGUISHERS: PROVIDE NFPA/UL APPROVED MINIMUM SIZE 2A10BC; LOCATE TO ALLOW 75 FEET MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER AT BUILDING INTERIOR SPACES; ONE PER 3000 S.F.; MOUNTING 48" A.F.F. MAX. TO HANDLE ON EXTINGUISHER (LOCATE AS NEAR TO DOORS AS POSSIBLE), NOT IN MIDDLE OF WALLS; PROVIDE 2A:10BC IN MECHANICAL/ELECTRICAL ROOMS AND IN ATTIC STORAGE ROOMS; FINAL LOCATIONS SUBJECT TO FIRE DEPT. APPROVAL. PROVIDE CLASS K (POTASSIUM OR SODIUM BICARBONATE DRY CHEMICAL) IN CENTRAL KITCHEN WITHIN 30 FT. OF COOKING EQUIP. PORTABLE FIRE EXTINGUISHERS TO BE TYPE 2-A; 10-B; C. THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE & SHALL REMAIN THE PROPERTY OF THE ARCHITECT & NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED & DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THE CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS & REVIEW/UNDERSTAND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO COMMENCING WORK & SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTIONS & REPAIRS REQUIRED DUE TO HIS FAILURE TO DO SO. CONTRACTOR SHALL VERIFY SIZE & LOCATION OF ALL EXISTING UTILITY LINES & STUBS TO AND IN THE BUILDING AS MAY BE INDICATED ON THE PLANS. CONTRACTOR SHALL PROTECT EXISTING STRUCTURE, FINISHES, PAINTING, LANDSCAPING, ETC. FROM DAMAGE DURING CONSTRUCTION. ANY ERRORS, OMISSIONS OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE PROCEEDING WITH THE WORK. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS & CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY ON SIMILAR CONDITIONS. VERIFY THE BUILDING LOCATION AND FLOOR ELEVATIONS, BEFORE PROCEEDING WITH THE WORK. VERIFY ALL ARCHITECTURAL DETAILS WITH THE CIVIL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS BEFORE THE ORDERING OR INSTALLATION OF ANY ITEM OF WORK. LARGER SCALE DETAILING SHALL TAKE PRECEDENCE OVER SMALLER SCALE - VERIFY WITH ARCHITECT. SCREWS MEETING ASTM C 1002 OR ASTM C 954 SHALL BE PERMITTED TO BE SUBSTITUTED FOR PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD DIA. LENGTH AND SPACING EQUAL OR EXCEED THE REQUIREMENTS FOR THE NAILS USED IN THE TESTED GYPSUM BOARD ASSOCIATED ASSEMBLIES SYSTEM - LISTED ON THE CONSTRUCTION ASSEMBLIES SHEET. ALL DIMENSIONS, WHEN SHOWN IN PLAN, ARE FROM FACE OF EXTERIOR STUD TO FACE OF INTERIOR STUD, U.O.N. ALL DIMENSIONS, WHEN SHOWN IN SECTION OR ELEVATIONS, ARE TO TOP OF STRUCTURAL MEMBERS OR TOP OF CONCRETE SLAB, U.O.N. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. DEFERRED SUBMITTALS AND/OR SHOP DRAWINGS SHALL FIRST BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER FOR REVIEW AND COORDINATION FOLLOWING THE COMPLETION OF THE REVIEW AND COORDINATION BY THE ARCHITECT OF RECORD; A SUBMITTAL MAY THEN BE MADE TO THE CITY BUILDING DEPARTMENT FOR REVIEW AND APPROVAL, WHICH SHALL INCLUDE A LETTER STATING THIS REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE WITH NO EXCEPTIONS. FIRE SPRINKLERS (DESIGN-BUILD) FIRE ALARM (DESIGN-BUILD) KITCHEN HOOD PER CFC 1008.1.9.7, BUILDINGS W/ DELAYED EGRESS LOCKS SHALL BE EQUIPPED THROUGHOUT W/ AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND AN APPROVED AUTOMATIC SMOKE DETECTION SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 907. NOTE: 500 Liberty Street SE, Suite 100 / Salem, Oregon 97302 Ph: 503.480.8700 / Fx: 503.480.8701 Issue: Date: NOT FOR CONSTRUCTION MECH., ELEC. & PLUMBING Interface Engineering PH: 503-382-2613 JURISDICTION City of Salem PH: 503-588-6256 INTERIOR DESIGN CBTWO ARCHITECTS PH: 503-480-8700 2/22/2016 2:39:16 PM A0.00 COVER SHEET WILLAMETTE UNIVERSITY DONEY HALL REMODEL 900 State Street, Salem, Oregon, 97301 xx-xx-xxxx January 21, 2016 Sheet List Sheet Number Sheet Name ARCHITECTURAL A0.00 COVER SHEET A0.01 LEGENDS, MATERIALS, ABBREV. A0.02 CONCEPTUAL RENDERINGS A0.10 CODE PLAN A0.20 ASSEMBLIES A0.30 ACCESSIBLE DETAILS A2.00 DEMOLITION PLAN A2.01 FLOOR PLAN A2.02 FINISH PLAN A2.03 FINISH SCHEDULE A2.10 ENLARGED PLAN A3.00 EXTERIOR ELEVATIONS A4.00 DOOR / WINDOW TYPES & SCHEDULES A6.01 REFLECTED CEILING PLAN A7.00 INTERIOR ELEVATIONS A8.00 STOREFRONT DETAILS MECHANICAL M0.00 COVER SHEET - MECHANICAL M0.01 SCHEDULES - MECHANICAL M1.00 BASEMENT FLOOR PLAN - MECHANICAL - DEMOLITION M1.01 FIRST FLOOR PLAN - MECHANICAL - DEMOLITION M2.00 BASEMENT FLOOR PLAN - MECHANICAL M2.01 FIRST FLOOR PLAN - MECHANICAL M3.01 FIRST FLOOR PLAN - ZONE MAP M4.01 DETAILS - MECHANICAL M5.01 DIAGRAMS - MECHANICAL ELECTRICAL E0.00 COVER SHEET - ELECTRICAL E0.01 LUMINAIRE SCHEDULE E1.00 BASEMENT FLOOR PLAN - ELECTRICAL - DEMOLITION E1.01 FIRST FLOOR PLAN - ELECTRICAL - DEMOLITION E2.01 FIRST FLOOR PLAN - LIGHTING E3.00 BASEMENT PLAN - POWER & SIGNAL E3.01 FIRST FLOOR PLAN - POWER & SIGNAL E4.01 DETAILS - ELECTRICAL E5.01 ONE-LINE DIAGRAM - ELECTRICAL E6.01 SCHEDULES - ELECTRICAL PLUMBING P0.00 COVER SHEET - PLUMBING P0.01 SCHEDULES - PLUMBING P1.00 BASEMENT FLOOR PLAN - PLUMBING - DEMOLITION P1.01 FIRST FLOOR PLAN - PLUMBING - DEMOLITION P2.00 BASEMENT PLAN - PLUMBING P2.01 FIRST FLOOR PLAN - PLUMBING CONTACT LIST DRAWING INDEX WILLAMETTE UNIVERSITY DONEY HALL REMODEL LOCATION MAP DEFERRED DOCUMENTS COMMENTS APPLICABLE CODE BUILDING DESCRIPTION GENERAL NOTES CODE INFORMATION Rev: Description : Date :

Upload: tranbao

Post on 12-May-2018

217 views

Category:

Documents


0 download

TRANSCRIPT

PROJECT SITE

STATE STREET

WIN

TER

ST.

SE

12TH

ST.

SE

OWNER:

CONTRACTOR:

ARCHITECT: MECHANICAL,ELECTRICAL, &PLUMBING:

JURISDICTION:

CB|TWO ARCHITECTS, LLC500 LIBERTY STREET SE, SUITE 100SALEM, OR 97301PH: 503.480.8700FX: 503.480.8701

CITY OF SALEM555 LIBERTY STREET SESALEM, OR 97301PH: 503.588.6256

INTERIORS:

WILLAMETTE UNIVERSITYCAMPUS PLANNING & FACILITIES900 STATE STREETSALEM, OR 97301

KYLE MECHLING, PEINTERFACE ENGINEERING100 SW MAIN ST., SUITE 1600PORTLAND, OR 97204PH: 503.82.613

NAMESTREET ADDRESSCITY, STATE 9####PH: ###.###.####FX:

CB|TWO ARCHITECTS, LLC500 LIBERTY STREET SE, SUITE 100SALEM, OR 97301PH: 503.480.8700FX: 503.480.8701

APPLICABLE CODES :OREGON STRUCTURAL SPECIALTY CODE (OSSC) 2014

OREGON MECHANICAL SPECIALTY CODE (OMSC) 2014

OREGON PLUMBING SPECIALTY CODE (OPSC) 2014

OREGON ELECTRICAL SPECIALTY CODE (OESC) 2014

ALL STATE & LOCAL ORDINANCES CURRENT

SHALL MEET ALL RELEVANT VERSIONS OF NFPA CURRENT

ALLOWABLE AREA CHART:

DORMITORIES (RESIDENTIAL)

SECTION 506 - AREA MODIFICATIONS:

506.2 - FRONTAGE INCREASE (EQUATION 5-2):AREA INCREASE = [(BLDG PERIMETER W/ 20' PUBLIC WAY / TOTAL BLDG PERIMETER) - 0.25] x (WIDTH OF PUBLIC WAY / 30)*THE ENTIRE BUILDING PERIMETER HAS A 30' MIN FRONTAGEAREA INCREASE = 0.75 x 1.0AREA INCREASE = 0.74 = 75%

506.1 - VERIFICATION OF ALLOWABLE AREA FOR I-2 (EQUATION 5-1):ALLOWABLE AREA PER STORY = [TABLE 503 AREA + (TABLE 503 AREA x FRONTAGE) + (TABLE 503 AREA x SPRINKLER)]ALLOWABLE AREA PER STORY = [9,500 SQ. FT. + (9,500 SQ. F.T x 75%) + (9,500 SQ. FT. x 0%)]ALLOWABLE AREA PER STORY = 9,500 SQ. FT. + 7,125 SQ. FT. + 0 SQ. FT.ALLOWABLE AREA PER STORY = 16,625 SQ. FT.

OCCUPANCY TYPE:OSSC

R-2

FIRE RESTRICTIVE REQUIREMENTS:

STRUCTURAL FRAME TABLE 6010 HOURFIRE RESISTIVE REQUIREMENTS OF TYPE II-B (PER 2014 OSSC):

TOTAL BUILDING AREA = 43,445 SQ. FT.TOTAL AREA OF REMODEL = 7,905 SF

OCCUPANCYCLASS.(308.3)

CONSTRUCT.TYPE

(602.5)

BASEALLOWABLE

AREA(TABLE 503)

FULLYSPRINKLERED

(506.3)

FRONTAGEINCREASE

(506.2)75% INCREASE

INCREASES

ALLOWABLEAREA(506)

TOTALBUILDING

AREA

R-2 II-B 16,000/FLR +7,125 +16,000 /FLR 16,625 11,930 - OK

(ALL NUMBERS IN SQ. FT.)

ACCESSIBILITY INFORMATION:

1. ALL PUBLIC USE & COMMON USE AREAS SHALL BE ACCESSIBLE PER 2014 OSSC,CHAPTER 11. - SEE ACCESSIBILITY DETAILS FOR MORE INFORMATION.

BEARING WALLS (EXT.) TABLE 6010 HOUR

BEARING WALLS (INT.) TABLE 6010 HOUR

NON-LOAD BEARING WALLS (INT.) TABLE 6010 HOUR

FLOOR CONSTRUCTION TABLE 6010 HOUR

ROOF CONSTRUCTION TABLE 6010 HOUR

BUILDING CONSTRUCTION TYPE:

PER 2014 OSSC TYPE IIB (SPRINKLERED)

FIRE EXTINGUISHERS:

PROVIDE NFPA/UL APPROVED MINIMUM SIZE 2A10BC; LOCATE TO ALLOW 75 FEETMAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER AT BUILDING INTERIOR SPACES;ONE PER 3000 S.F.; MOUNTING 48" A.F.F. MAX. TO HANDLE ON EXTINGUISHER(LOCATE AS NEAR TO DOORS AS POSSIBLE), NOT IN MIDDLE OF WALLS; PROVIDE2A:10BC IN MECHANICAL/ELECTRICAL ROOMS AND IN ATTIC STORAGE ROOMS;FINAL LOCATIONS SUBJECT TO FIRE DEPT. APPROVAL.

PROVIDE CLASS K (POTASSIUM OR SODIUM BICARBONATE DRY CHEMICAL) INCENTRAL KITCHEN WITHIN 30 FT. OF COOKING EQUIP.

PORTABLE FIRE EXTINGUISHERS TO BE TYPE 2-A; 10-B; C.

THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE & SHALL REMAIN THEPROPERTY OF THE ARCHITECT & NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTIONWITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED &DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS ORSPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

THE CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS & REVIEW/UNDERSTAND THEREQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ANDCONDITIONS PRIOR TO COMMENCING WORK & SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. CONTRACTORSHALL BE RESPONSIBLE FOR ALL CORRECTIONS & REPAIRS REQUIRED DUE TO HIS FAILURE TO DO SO.

CONTRACTOR SHALL VERIFY SIZE & LOCATION OF ALL EXISTING UTILITY LINES & STUBS TO AND IN THE BUILDING AS MAYBE INDICATED ON THE PLANS.

CONTRACTOR SHALL PROTECT EXISTING STRUCTURE, FINISHES, PAINTING, LANDSCAPING, ETC. FROM DAMAGEDURING CONSTRUCTION.

ANY ERRORS, OMISSIONS OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BEBROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE PROCEEDING WITH THE WORK.

WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALEDRAWINGS. CONTRACTOR SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB & THISOFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS & CONDITIONS SHOWN BY THESE DRAWINGS.SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.

DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY ON SIMILAR CONDITIONS.

VERIFY THE BUILDING LOCATION AND FLOOR ELEVATIONS, BEFORE PROCEEDING WITH THE WORK.

VERIFY ALL ARCHITECTURAL DETAILS WITH THE CIVIL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS BEFORETHE ORDERING OR INSTALLATION OF ANY ITEM OF WORK.

LARGER SCALE DETAILING SHALL TAKE PRECEDENCE OVER SMALLER SCALE - VERIFY WITH ARCHITECT.

SCREWS MEETING ASTM C 1002 OR ASTM C 954 SHALL BE PERMITTED TO BE SUBSTITUTED FOR PRESCRIBED NAILS, ONEFOR ONE, WHEN THE HEAD DIA. LENGTH AND SPACING EQUAL OR EXCEED THE REQUIREMENTS FOR THE NAILS USED INTHE TESTED GYPSUM BOARD ASSOCIATED ASSEMBLIES SYSTEM - LISTED ON THE CONSTRUCTION ASSEMBLIES SHEET.

ALL DIMENSIONS, WHEN SHOWN IN PLAN, ARE FROM FACE OF EXTERIOR STUD TO FACE OF INTERIOR STUD, U.O.N.

ALL DIMENSIONS, WHEN SHOWN IN SECTION OR ELEVATIONS, ARE TO TOP OF STRUCTURAL MEMBERS OR TOP OFCONCRETE SLAB, U.O.N.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

DEFERRED SUBMITTALS AND/OR SHOP DRAWINGS SHALL FIRST BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER FORREVIEW AND COORDINATION FOLLOWING THE COMPLETION OF THE REVIEW AND COORDINATION BY THE ARCHITECTOF RECORD; A SUBMITTAL MAY THEN BE MADE TO THE CITY BUILDING DEPARTMENT FOR REVIEW AND APPROVAL,WHICH SHALL INCLUDE A LETTER STATING THIS REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETEDAND PLANS AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE WITH NO EXCEPTIONS.

• FIRE SPRINKLERS (DESIGN-BUILD)• FIRE ALARM (DESIGN-BUILD)• KITCHEN HOOD

PER CFC 1008.1.9.7, BUILDINGS W/ DELAYED EGRESS LOCKS SHALL BE EQUIPPED THROUGHOUT W/ ANAUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND AN APPROVEDAUTOMATIC SMOKE DETECTION SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 907.

NOTE:

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:1

6 PMA0.00

COVER SHEET

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

Sheet List

SheetNumber Sheet Name

ARCHITECTURALA0.00 COVER SHEETA0.01 LEGENDS, MATERIALS, ABBREV.A0.02 CONCEPTUAL RENDERINGSA0.10 CODE PLANA0.20 ASSEMBLIESA0.30 ACCESSIBLE DETAILSA2.00 DEMOLITION PLANA2.01 FLOOR PLANA2.02 FINISH PLANA2.03 FINISH SCHEDULEA2.10 ENLARGED PLANA3.00 EXTERIOR ELEVATIONSA4.00 DOOR / WINDOW TYPES & SCHEDULESA6.01 REFLECTED CEILING PLANA7.00 INTERIOR ELEVATIONSA8.00 STOREFRONT DETAILSMECHANICALM0.00 COVER SHEET - MECHANICALM0.01 SCHEDULES - MECHANICALM1.00 BASEMENT FLOOR PLAN - MECHANICAL - DEMOLITIONM1.01 FIRST FLOOR PLAN - MECHANICAL - DEMOLITIONM2.00 BASEMENT FLOOR PLAN - MECHANICALM2.01 FIRST FLOOR PLAN - MECHANICALM3.01 FIRST FLOOR PLAN - ZONE MAPM4.01 DETAILS - MECHANICALM5.01 DIAGRAMS - MECHANICALELECTRICALE0.00 COVER SHEET - ELECTRICALE0.01 LUMINAIRE SCHEDULEE1.00 BASEMENT FLOOR PLAN - ELECTRICAL - DEMOLITIONE1.01 FIRST FLOOR PLAN - ELECTRICAL - DEMOLITIONE2.01 FIRST FLOOR PLAN - LIGHTINGE3.00 BASEMENT PLAN - POWER & SIGNALE3.01 FIRST FLOOR PLAN - POWER & SIGNALE4.01 DETAILS - ELECTRICALE5.01 ONE-LINE DIAGRAM - ELECTRICALE6.01 SCHEDULES - ELECTRICALPLUMBINGP0.00 COVER SHEET - PLUMBINGP0.01 SCHEDULES - PLUMBINGP1.00 BASEMENT FLOOR PLAN - PLUMBING - DEMOLITIONP1.01 FIRST FLOOR PLAN - PLUMBING - DEMOLITIONP2.00 BASEMENT PLAN - PLUMBINGP2.01 FIRST FLOOR PLAN - PLUMBING

CONTACT LIST

DRAWING INDEXWILLAMETTE UNIVERSITYDONEY HALL REMODEL

LOCATION MAP

DEFERRED DOCUMENTS

COMMENTS

APPLICABLE CODE

BUILDING DESCRIPTION

GENERAL NOTES

CODE INFORMATION

Rev: Description : Date :

&@Cø#P<>

ANDATCENTERLINEDIAMETERNUMBER / POUNDPLATE / PROPERTY LINELESS THANGREATER THAN

ABABVA/CACOUSACTAFFALMALUMAPPROXARCH

ANCHOR BOLTABOVEAIR CONDITIONINGACOUSTICALACOUSTIC CEILING TILEABOVE FINISH FLOORALARMALUMINUMAPPROXIMATEARCHITECTURAL

BDBLDGBLKBLKGBMBNBOTBTWNBUR

BOARDBUILDINGBLOCKBLOCKINGBEAMBOUNDARY NAILINGBOTTOMBETWEENBUILT-UP ROOF

CCATVCBCERCGCIC/JCLGCLOSCLRCMUC/OCOLCONCCONNCONSTRCONTCTSKCUYD

CAMBERCABLE TELEVISIONCATCH BASINCERAMICCORNER GUARDCAST IRONCEILING JOISTCEILINGCLOSETCLEARCONCRETE MASONRY UNITCLEANOUTCOLUMNCONCRETECONNECTIONCONSTRUCTIONCONTINUOUSCOUNTERSINKCUBIC YARD

DBLDEMODEPTDTLDFDIADIMDISTDNDRDSDWG

DOUBLEDEMOLITIONDEPARTMENTDETAILDOUGLAS FIRDIAMETERDIMENSIONDISTANCEDOWNDOORDOWN SPOUTDRAWING

(E)EEA

EXISTINGEASTEACH

L

L

REPLREQ'DRESILREVRMROROM

ROWRS

REPLACEREQUIREDRESILIENTREVISIONROOMROUGH OPENINGROUGH ORDER OFMAGNITUDERIGHT OF WAYRESAWN

SSAM

SCSCHEDSECTSHTSHTGSIMSPSPECSQSQFTSQINSSSTDSTLSTORSTRUCTSYM

SOUTHSELF-ADHERINGMEMBRANESOLID CORESCHEDULESECTIONSHEETSHEATHINGSIMILARSPANDRELSPECIFICATIONSQUARESQUARE FOOT / FEETSQUARE INCHSTAINLESS STEELSTANDARDSTEELSTORAGESTRUCTURALSYMMETRICAL

TTBTCTELT&GTHKTJTOPTPTHRUTSTYP

TEMPEREDTOP OF BEAMTOP OF CURBTELEPHONETONGUE & GROOVETHICKTOP OF JOISTTOP OF PARAPETTOP OF PAVEMENTTHROUGHTUBE STEELTYPICAL

UL

UON

UNDERWRITERSLABORATORYUNLESS OTHERWISENOTED

VCTVERTVESTVTR

VINYL COMPOSITE TILEVERTICALVESTIBULEVENT THROUGH ROOF

WW/WCWDWFWHW/OWPWRWRB

WWF

WESTWITHWATER CLOSETWOODWIDE FLANGEWATER HEATERWITHOUTWATERPROOFWATER RESISTANTWEATHER RESISTANTBARRIERWELDED WIRE FABRIC

ABBREVIATIONS

EJELECELEVEPEQEQUIPEXT

EXPANSION JOINTELECTRICALELEVATIONELECTRICAL PANELEQUALEQUIPMENTEXTERIOR

FNDFDFFFINFIXTFLRFLFLUORFHFOMFOSFOWFSFTFTGFURR

FOUNDATIONFLOOR DRAINFINISH FLOORFINISHFIXTUREFLOORFLOW LINEFLUORESCENTFIRE HYDRANTFACE OF MASONRYFACE OF STUDFACE OF WALLFLOOR SINKFOOT / FEETFOOTINGFURRING

GAGALVGCGIGLBGLGNDGYP

GAGE / GAUGEGALVANIZEDGENERAL CONTRACTORGREASE INTERCEPTORGLU-LAM BEAMGLASSGROUNDGYPSUM

HBHCHDRHDWHTHMHORIZHPHTGHDWDHVAC

HOSE BIBHOLLOW COREHEADERHARDWAREHEIGHTHOLLOW METALHORIZONTALHIGH POINTHEATINGHARDWOODHEATING, VENTILATION &AIR CONDITIONING

IDIEININFOINSULINT

INSIDE DIAMETERINVERT ELEVATIONINCH / INCHESINFORMATIONINSULATIONINTERIOR

JANJT

JANITORJOINT

LLAMLAVLB(S)LFLT

LENGTHLAMINATE / LAMINATEDLAVATORYPOUND / POUNDSLINEAR FOOT / FEETLIGHT

MACHMANUFMAXMBMECHMEDMEZZMFGRMHMINMISCMOMTDMTLMULL

MACHINEMANUFACTURERMAXIMUMMACHINE BOLTMECHANICALMEDIUMMEZZANINEMANUFACTURERMANHOLEMINIMUMMISCELLANEOUSMASONRY OPENINGMOUNTEDMETALMULLION

N/R(N)NNICNFVA

NONOMNTS

NOT RATEDNEWNORTHNOT IN CONTRACTNET FREEVENTILATION AREANUMBERNOMINALNOT TO SCALE

O/AOAR

OCODOFOFCI

OFOI

OPGOPPORDORS

OSSC

OVERALLOREGONADMINISTRATIVE RULESON CENTEROUTSIDE DIAMETEROUTSIDE FACEOWNER FURNISHEDCONTRACTOR INSTALLEDOWNER FURNISHEDOWNER INSTALLEDOPENINGOPPOSITEOVERFLOW ROOF DRAINOREGON REVISEDSTATUTESOREGON STRUCTURALSPECIALTY CODE

PARTNPLAMPLYWDPNLPOCPRPSI

PSF

PTPVC

PARTITIONPLASTIC LAMINATEPLYWOODPANLPOINT OF CONNECTIONPAIRPOUNDS PER SQUAREINCHPOUNDS PER SQUAREFOOTPRESSURE TREATEDPOLYVINYL CHLORIDE

QT QUARRY TILE

RRADRBRDRDWDREFREFRREINF

RISERRADIUSRUBBER BASEROOF DRAINREDWOODREFERENCEREFRIGERATORREINFORCED

SYMBOLS LEGEND

A_._

A_._

100

1

ROOM1000

A6

1

1A_._

1 TITLE1/8" = 1'-0"

1A_._

AA_._

A

LEVEL0'-0"

T.O.0'-0"

0'-0"-OR-

DRAWING TITLE

LOCATION ON SHEET

TITLE OF DRAWING

DRAWING SCALE

BUILDING SECTIONREFERENCE

LOCATION ON SHEET

SHEET WHERESECTION OCCURS

DIRECTION OF VIEW

WALL SECTION REFERENCE

LOCATION ON SHEET

SHEET WHERE DETAILOCCURS

DETAIL REFERENCE

SHEET WHEREELEVATION OCCURS

VIEW IDENTIFIER ANDLOCATION ON SHEET

INTERIOR ELEVATIONREFERENCE

STRUCTURAL GRID

GRID BUBBLE

GRID LINE

ROOM NAME

ROOM NUMBER ROOM REFERENCE

DESCRIPTION

ELEVATION

ELEVATION REFERENCE

SPOT ELEVATION REFERENCE

NORTH ARROW

KEYNOTE REFERENCE

DOOR REFERENCE

ASSEMBLY TYPE REFERENCE (WALL, FLOOR, ROOF)

LOCATION ON SHEET

SHEET WHEREELEVATION OCCURS

DIRECTION OF VIEW

EXTERIOR BUILDINGELEVATION REFERENCE

1A

1B

1C

1D

1

3

24

SCALE:

LOCATION ON SHEET

SHEET WHERESECTION OCCURS

DIRECTION OF VIEW

1

1

A

WINDOW TYPE REFERENCE

REVISION REFERENCE

ADA DESIGNATION

DESIGNATION TO AIDVISUAL/HEARING IMPAIRED

EXTERIOR MATERIAL/COLOR TYPE REFERENCE

P-1 INTERIOR MATERIAL/COLOR TYPE REFERENCE

MATERIALS LEGEND

PATTERN DESCRIPTION(S)

- EARTH / COMPACT FILL (CUT VIEW)

- CONCRETE (CUT VIEW)

- MASONRY (CUT VIEW)- A/C PAVING (PLAN VIEW)- AS NOTED (PER SHEET)

- GYPSUM (CUT VIEW, PLAN VIEW)- CONCRETE (PLAN VIEW, ELEVATION VIEW)- SAND, GROUT (CUT VIEW)

- BATT / LOOSE FILL INSULATION

- GRAVEL / POROUS FILL

- GLASS (ELEVATION VIEW)

- PLYWOOD (SECTION VIEW)

- LANDSCAPE AREA (PLAN VIEW)

- RIGID INSULATION- AS NOTED (PER SHEET)

- WOOD LAMINATE BEAM, LARGE (CUT VIEW)

- STONE (NATURAL)

- STEEL (CUT VIEW)

- WOOD FRAMING (CONTINUOUS)

- WOOD BLOCKING (NON-CONTINUOUS)

- WOOD LAMINATE BEAM, SMALL (CUT VIEW)

- STONE (MANUFACTURED)

- WOOD, FINISH GRADE (CUT VIEW)

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:1

7 PMA0.01

LEGENDS,MATERIALS,

ABBREV.

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016Rev: Description : Date :

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:2

5 PMA0.02

CONCEPTUALRENDERINGS

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

VIEW OF CORRIDOR AND ADA ENTRY

VIEW OF DORM AREA CORRIDOR

VIEW OF TYPICAL DORM ROOM KITCHENETTE

VIEW FROM ENTRY INTO COMMON AREA

VIEW OF KITCHEN AND DINING AREA

VIEW OF COMMON AREA

Rev: Description : Date :

FEC

FEC

GENERAL NOTES1. ALL PENETRATIONS THROUGH FIRE-RATED WALLS AND HORIZONTAL

ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FLOOR/CEILING FIRESTOPPED ASSEMBLY TESTED AND APPROVED IN ACCORDANCE WITH ASTME814 OR UL 1479.

2. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING REQUIREMENTS.

*EXIT TO PUBLIC WAY

OCCUPANT LOAD & EGRESS DIRECTION

FIRE EXTINGUISHER CABINET - SEE DETAILSFEC

STARTING POINT FOR TRAVEL DISTANCE

EXIT ACCESS TRAVEL DISTANCE PATH75'-0"

ALTERNATE TRAVEL DISTANCE PATH75'-0"

P.A. ACCESSIBLE POWER ASSIST BUTTON -MOUNT PER MANUFACTURER

LEGEND

##"R##" P

(AS REQUIRED PER OSSC 1005.1)SIZE OF DOOR PROVIDED

AREA NOT AFFECTED BY REMODEL

1-HOUR FIRE BARRIER: PER OSSC SECTION 707,• 45(S)-MINUTE DOORS: PER OSSC SECTION 715

OCCUPANT LOAD (CUMULATIVE) & EGRESS DIRECTION

EXIT20

20

SIZE OF DOOR

EGRESS WIDTH:PER WSBC SECTION 1018.2 CORRIDOR WIDTH, EXCEPTION 6,44 INCHES - IN GROUP r-2 OCCUPANCIES.

REQUIRED OPENINGS:EGRESS WIDTH : 0.2" PER OCCUPANT

FIRE EXTINGUISHERS:(1) PER 6,000 SQ. FT. REQUIRED

BUILDING AREA = 7,940 SQ. FT.7,940 SQ. FT. / 6,000 = 2 FIRE EXTINGUISHERS REQUIRED.

(3) FIRE EXTINGUISHERS PROVIDED - LOCATE TO ALLOW 75'-0" MAX. TRAVEL DISTANCE TO AN EXTINGUISHER ATBUILDING INTERIOR SPACES

A 4A 40B:C;K U.L. LISTED, STATE FIRE MARSHALAPPROVED PORTABLE FIRE EXTINGUISHER SHALLBE INSTALLED IN THE KITCHEN AREA AS DIRECTEDPRIOR TO FINAL INSPECTION AND APPROVAL. ALLOTHER KITCHEN AREAS SHALL BE TYPE 4A:40BC.

OCCUPANCY (WSBC TABLE 1004.1.2):

R-2: DORMATORIES = 50 SF GROSS

OCCUPANCY BREAKDOWN:OCCUPANCY GROSS SQ. FT. LOAD FACTOR OCCUPANTS

R-2 7,905 50 158REMODELAREA:

R-2 10,835 50 50EXISTINGLEVEL 2:

R-2 10,835 50 17EXISTINGLEVEL 3:

224BUILDING TOTAL:

OCCUPANCY TYPE DESCRIPTION

EXISTINGLEVEL 1:

R-2 2,930 50 0

50

R-2 10,835 50 17EXISTINGBASEMENTLEVEL:

TRIPLE

119

DOUBLE

120

DOUBLE

121

DOUBLE

122

FOYER

100

DOUBLE

117

DOUBLE

116

RR

124

LOUNGE

101

DOUBLE

110

1 BED RM.

109

KITCHEN/ DINING

102

RR

125

SINGLE

115

SINGLE

114

CLOS.

031

STAIRSSTAIRS

STAIRS

JAN.

126JAN.

033

DOUBLE

108

DOUBLE

107

DOUBLE

111

DOUBLE

112

DOUBLE

113

DOUBLE

123

2

2

2

2

2

2

2

2

2

2

4

12

EXIT

EXIT

EXIT

EXIT

12

*

2

2

58

P.A.

32"R36" P

32"R36" P

32"R72" P

42FEC

EX. P.A.EX.

*

16

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:2

7 PMA0.10

CODE PLAN

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

SCALE: 3/32" = 1'-0"1 EGRESS FLOOR PLAN

Rev: Description : Date :

WALL TYPE GENERAL NOTES1. USE 5/8" MOLD &MILDEW RESISTANT GYPSUM BOARD IN ALL INTERIOR BATH &

RESTROOM LOCATIONS (WET WALL ONLY), TYPICAL THROUGHOUT BUILDING WITHALL CONSTITUENT WALL TYPES.

2. AT RATED WALLS - PROVIDE FIRE TAPE AND PENETRATION PROTECTION PER OSSC713.

3. PROVIDE FIRE BLOCKING PER OSSC 717.4. SEE SECTIONS AND DETAILS FOR SELF-ADHERED MEMBRANES AT EXTERIOR WALL

OPENINGS.5. SEE RATED ASSEMBLY DETAILS FOR CONTINUITY OF ASSEMBLED COMPONENTS.6. PROVIDE BLOCKING IN WALLS AS NECESSARY TO RECEIVE CABINETS AND/OR WALL

MOUNTED ACCESSORIES.7. WHERE WALLS ARE INDICATED TO RECEIVE RESILIENT CHANNEL, INSTALL ON NON-

RESIDENT UNIT SIDE OF WALL.

RATED WALL ASSEMBLY DESCRIPTIONS

One layer 5/8" type X gypsum wallboard or gypsum veneer base appliedparallel or at right angles to each side of 3 5/8" steel studs 24" o.c. with 1"Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ceilingrunners and intermediate studs.

Joints staggered 24" on each side and on opposite sides. sound tested with 31/2" glass fiber friction fit in stud space. (NLB)

GA FILE NO. WP 1072Wall Rating - 1 Hr.

A6a

WALL TYPE (SEE SHEET A0.20 FOR ASSEMBLY DESCRIPTIONS)

FRAMING SIZE4 - 3-5/8" METAL STUDS6 - 6" METAL STUDS

MODIFIERSa - ACOUSTICAL WALL W/ SOUND BATTd - DOUBLE WALLr - ACOUSTICAL WALL W/ RESILIENT CHANNEL & SOUND BATTw- MOLD & MILDEW RESISTANT GYP. BOARD AT WET WALL SIDE

LEGEND

WALL ASSEMBLY TYPES

(TYP. WALL)

(1) LAYER 5/8" GYPSUMBOARD EACH SIDE

FILL STUD CAVITY W/ SOUND BATTINSULATION, WHERE INDICATED

STEEL STUDS @ 24" O.C.

NON-BEARING

HORIZONTAL RESILIENT CHANNELS AT24" O.C., WHERE INDICATED

(SHAFT WALL)

FILL STUD CAVITY W/ SOUND BATTINSULATION, WHERE INDICATED

(1) LAYER 5/8" TYPE 'X' GYP. BD.EACH SIDE

NON-BEARING

STEEL STUDS @ 24" O.C.

GA FILE NO. WP 1072

STEEL STUDS @ 24" O.C.

(1) LAYER 5/8" GYPSUM BOARDEACH SIDE

CAP PER INTERIOR DETAILS

TRIM PER INTERIOR DETAILS

DOUBLE TOP PLATE

NOTE:HEIGHT PER PLAN, INTERIORELEVATIONS, AND/OR INTERIORSDRAWINGS

(PARTIAL HEIGHT)

REFER TO CODE PLAN

REFER TO OSSC SECTION 707.

CA0.20

SIM

RATEDFLOOR/CEILING ORROOF ASSEMBLY

CONTINUITY : (PER IBC 707.5)FIRE BARRIERS SHALL EXTEND FROMTHE TOP OF FLOOR/CEILINGASSEMBLY BELOW TO THE UNDERSIDE OF OF FLOOR OR ROOFSHEATHING, SLAB OR DECK ABOVEAND SHALL BE SECURELY ATTACHEDTHERETO. SUCH FIRE BARRIERSSHALL BE CONTINUOUS THROUGHCONCEALED SPACES, SUCH ASSPACES ABOVE A SUSPENDEDCEILING.

FOUNDATION ORFLOOR BELOW

FIRE TAPE

CONSTRUCTION :

SEE WALL TYPES FORASSEMBLY INFORMATION

LOCATIONS :

CODE REFERENCE :

SECTION

PLAN VIEW

STEEL STUDS @ 16" O.C. MAX.

(2) LAYERS OF 5/8" TYPE 'X'GYPSUM WALL BOARD ATEACH SIDE AT 2 HOURCONDITIONAND(1) LAYER OF 5/8" TYPE 'X'GYPSUM WALL BOARD ATEACH SIDE AT 1 HOURCONDITION

MECHANICAL DUCT

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:2

8 PMA0.20

ASSEMBLIES

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

SCALE: 1 1/2" = 1'-0"A INTERIOR - N/R

SCALE: 1 1/2" = 1'-0"C INTERIOR - 1 HOUR SHAFT WALL

SCALE: 1 1/2" = 1'-0"B INTERIOR - N/R, PARTIAL HEIGHT

SCALE: 1/2" = 1'-0"1 FIRE BARRIER - OSSC

SCALE: 1 1/2" = 1'-0"2 DUCT SHAFT DETAIL

Rev: Description : Date :

3'-0" 1'-0"1'-0"

5'-0"

3'-0

"5'-0

"

ALTERNATET-SHAPED TURNING SPACE

MIN

.5'

-0"

MIN.5'-0"

60" DIAMETERCIRCULAR TURNING SPACE

18" MIN.

12" MIN.CLR

.48

" M

IN.

12" MIN.FOR DOORSWITH LATCH& CLOSER(4

8" M

IN.)

44"

MIN

.

LATC

H &

CLO

SER

CLR

.60

" M

IN. CLR.

32" MIN.

24" MIN. EXT.18" MIN. INT.

DOOR CLEAR AREA

HARDWARE

LEVER (NOTWISTINGOF WRIST)

THE DOOR SHALL SWING TOTHE FULLY OPEN POSITIONWHEN AN OPENING FORCENOT TO EXCEED 5LBS.(EXTERIOR DOORS), 5 LBS.(INTERIOR DOORS) & 15 LBS.(FIRE DOORS) IS APPLIED TOTHE LATCH SIDE.

THRESHOLD

1/4"

MA

X.

1/4"

MA

X.

6'-8

" M

IN. C

LR.

ROUTE3'-0" ACCESSIBLE

2'-3

"

4"

FREESTANDING OBJECTSMOUNTED ON POSTS ORPYLONS MAY OVERHANG 12"MAX. FROM 27" TO 80" A.F.F.

OBJECTS PROJECTING FROMWALL BETWEEN 27" AND 80"ABOVE FINISHED FLOOR SHALLPROTRUDE NO MORE THAN 4"

OBJECTS PROJECTING FROMWALL LESS THAN 27" ABOVEFINISHED FLOOR MAYPROTRUDE ANY AMOUNT

FLOOR SURFACE SHALL BE SLIPRESISTANT AND LEVEL WITHMAX. 1/4" CHANGE IN LEVEL

FINISH FLOOR

1'-0"

1'-0

"

1'-0

"

1 - MEN 2 - WOMEN 3 - UNISEX

-ALL SIGNS TO BE 1/4" THICK-SYMBOLS ARE TO BE ALONGSIDE THE LATCH SIDE OF THE DOOR

A - TOILET ROOM SIGNS

OF

SIG

N60

" TO

CEN

TER

SIGNAGE TO MEET THE REQUIREMENTSOF SECTION 1110

C2 A1 C2 A2 C2 A3

B - DOOR SYMBOL MOUNTING HEIGHTS

ENTRY ENTRY

SQ.

6"

COORDINATE TO MATCH WITHAPPROPRIATE SIGN - 1, 2 OR 3 (ABOVE)

SQ.

6"

MEN WOMEN RESTROOM

CORRESPONDINGGRADE II BRAILLE

HEIGHT OF LETTERING5/8" MIN. TO 2" MAX.UPPERCASECHARACTERS

PROVIDE DIRECTIONALARROW WHERE SPECIFIED

BRAILLE SYMBOLS: GRADE IIDOTS SHALL BE 1/10" O.C.IN EACH CELL WITH 2/10"SPACE BETWEEN CELLS.DOTS SHALL BE RAISED AMINIMUM OF 1/40" ABOVETHE BACKGROUND.

C-1 - TACTILE SIGNAGE,ACCESSIBLE SYMBOL

CORRESPONDINGGRADE II BRAILLE

HEIGHT OF LETTERING5/8" MIN. TO 2" MAX.UPPERCASECHARACTERS

BRAILLE SYMBOLS: GRADE IIDOTS SHALL BE 1/10" O.C.IN EACH CELL WITH 2/10"SPACE BETWEEN CELLS.DOTS SHALL BE RAISED AMINIMUM OF 1/40" ABOVETHE BACKGROUND.

C-2 - TACTILE SIGNAGE,RESTROOM SYMBOL

1. THE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTSREPRESENTED THEREBY ARE & SHALL REMAIN THE PROPERTY OF THEARCHITECT & NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERSOR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THESPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED & DEVELOPEDWITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITHTHESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

2. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCEOVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY & BE RESPONSIBLEFOR ALL DIMENSIONS & CONDITIONS ON THE JOB & THIS OFFICE MUST BENOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS & CONDITIONS SHOWNBY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICEFOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.

3. ALL DETAILS ON THIS SHEET ARE TYPICAL FOR ACCESSIBLE FIXTURES &EQUIPMENT AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS. ITEMSSHOWN ON THIS SHEET THAT ARE NOT INCLUDED IN THE ARCHITECTURALDOCUMENTS SHALL BE DISREGARDED.

4. INFORMATION ON THE DOCUMENTS THAT ARE MORE SPECIFIC TOINDIVIDUAL CONDITIONS SUPERCEDES THE INFORMATION SHOWN ON THISSHEET.

5. WHEN THERE IS A CONFLICT BETWEEN APPLICABLE CODES THE MOSTSTRINGENT REQUIREMENT WILL APPLY.

GENERAL ACCESSIBILITY NOTES

36" M

IN.

36" MIN.

WIDTH OF ACCESSIBLE ROUTE

36" MIN.

90 DEG. TURN

48" MIN.

(a) TURNS AROUND

AN OBSTRUCTION

42" MIN.

(b)

42" MIN.X

48" M

IN.

GENERAL ACCESSIBLE ROUTES SHALL BE DESIGNED AND CONSTRUCTED ACCORDING TOTHIS SECTION. RAMPS IN AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 1109.7.DOOR IN AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 1109.9. PROTRUDINGOBJECTS ALONG AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 1109.5. FLOORCOVERINGS AND SURFACE TREATMENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITHSECTION 1109.6

NOTE: DIMENSIONS SHOWN APPLY WHEN 'X' < 48 IN.

(c) MAXIMUM SIDE REACH

48"

(a) CLEAR FLOOR SPACE

30"

PARALLEL APPROACH

30"

54" M

AX.

24" 30"

46" M

AX.

10"

(b) HIGH AND LOW

SIDE REACH LIMITS

9"

MIN.

OVER OBSTRUCTION

34" M

AX.

MAX.MAX.

10"MAX.

NOTE:'X' = REACH DEPTH,'Y' = REACH HEIGHT,'Z' = CLEAR KNEE SPACE,'Z' IS THE CLEAR SPACEBELOW THE OBSTRUCTION,WHICH SHALL BE AT LEAST

DISTANCE 'X'.

(b) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

CLEAR FLOOR OR GROUNDSPACE SHALL EXTEND NOMORE THAN 25 IN. (635 M.M.)UNDER THE OBSTRUCTION.

AS DEEP AS THE REACH

(a) HIGH FORWARD REACH LIMIT

'Y'=

44"

ITEMS WITHINDASHED LINESARE WITHIN

'Z' = 'X'

'Y' =

48"

OR GREATER

'X' = 0"-20"

'X' = 20"-25"

REACH

'X'

Z

48"

30"

48"

48"

15" M

IN.

48"

30"

30"

48"

(c) CLEAR FLOOR SPACE

> 15

"

(b) ADDITIONAL MANUEVERING CLEARANCE FOR ALCOVES

(a) CLEAR FLOOR SPACE IN ALCOVES

48"

48"

30" 6"

> 24

"

48"12"

30"

15"

MAX

.

30" MIN. 48" MIN.

24" M

AX.

THE MINIMUM CLEAR FLOOR SPACE REQUIRED TO ACCOMMODATE A SINGLE STATIONARYWHEELCHAIR AND OCCUPANT SHALL BE NOT LESS THAN 30 INCHES WIDE BY 48 INCHES LONG.WHERE THE CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE MORE THAN 24 INCHES DEEP AND AWHEELCHAIR USER MUST MAKE A FORWARD APPROACH, THE WIDTH OF THE CLEAR FLOORSPACE SHALL BE INCREASED TO A MINIMUM OF 36 INCHES. WHERE THE CLEAR FLOOR SPACE ISLOCATED IN AN ALCOVE MORE THAN 15 INCHES DEEP AND THE WHEELCHAIR USER MUST MAKEA PARALLEL APPROACH, THE LENGTH OF The CLEAR FLOOR SPACE SHALL BE INCREASED TO AMINIMUM OF 60 INCHES.

48"

MAX

.

48"

MAX

.

ADJU

STAB

LE

STORAGE SHELVES AND CLOSETS

15"

MIN

.RA

NG

E

WHERE FIXED OR BUILT-IN STORAGE FACILITIES SUCH AS CABINETS, SHELVES AND DRAWERSARE PROVIDED IN ACCESSIBLE SPACES, AT LEAST ONE OF EACH TYPE PROVIDED SHALLCONTAIN STORAGE SPACE COMPLYING WITH SECTION 1109.17

1109.17 STORAGE, SHELVING AND DISPLAY UNITS.1109.17.1- STORAGE, SHELVING AND DISPLAY UNITS SHALL HAVE A CLEAR FLOOR SPACE NOT LESSTHAN 30 INCHES BY 48 INCHES THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH (SEEADAAG FIGURE 38)

1109.17.2- WHERE REQUIRED TO BE ACCESSIBLE, AT LEAST ONE OF EACH TYPE OF STORAGE,SHELVING AND DISPLAY UNITS PROVIDED SHALL BE WITHIN THE REACH RANGES SPECIFIED INSECTION 1109.2.3.5 OR 1109.2.3.6. CLOTHES RODS SHALL BE NOT MORE THAN 48 INCHES ABOVETHE FLOOR.

EQ.

EQ.

1 1/2"

SIMPSON L-30 ON EA.END, TOP/BOTTOM

WALL FINISH

4x6 BLOCKING

S.S. FLANGE & 1-1/2"DIA. GRAB BAR

(3) #10 x 3-1/2" S.S.WOOD SCREWS: (2) TOP,(1) BOTTOM - 1-1/2"MIN. PENETRATIONINTO BLOCKING

2x STUD PER WALLTYPES & STRUCT.

WALL FINISH

SIMPSON L-30 ON EACHEND, TOP/BOTTOM

2x STUD PER WALL TYPES& STRUCTURAL

4x6 BLOCKING - EXTENDBLOCKING (1) STUD MIN.BEYOND GRAB BARLENGTH

GRAB BARS SHALL BECAPABLE OFWITHSTANDING 250LBS. POINT LOAD

SECTION PLAN

A - GRAB BAR

2'-0"

3'-0

"35

" M

AX

. NO

T O

VER

SIN

K40

" M

AX

. OV

ER S

INK

MIRROR

TOP

OF

OPE

NIN

G40

" M

AX

.

HIG

HES

T O

PERA

BLE

PA

RT48

" M

AX

.

STA

ND

ING

HEI

GH

T38

" TO

43"

WH

EELC

HA

IR H

EIG

HT

36"

MA

X.

27"

MIN

. CLR

.

WATERCOOLERS

MEDICINECHEST

30"x48" CLR.FLOOR SPACEIN FRONT OFCABINET

LOW

EST

SHEL

F44

" M

AX

. TO

TOP

OF

OPE

NIN

G40

" M

AX

.

SEATCOVERDISPENSER

TELEPHONE

PAPERTOWELDISPENSER

OPE

RAB

LE P

ART

40"

MA

X.

HANDDRYER

VERIFY ACCESSORY PRODUCT STYLE, FINISH & LOCATIONWITH OWNER PRIOR TO ORDER & INSTALL - ALL ACCESSORYFIXTURES SHALL STILL BE REQUIRED TO MEET ACCESSIBILEMOUNTING HEIGHTS

SOAPDISPENSER

OPE

RAB

LE P

ART

40"

MA

X.

NOTE:

48"

MA

X.

15"

MIN

WINDOW OPERATORS

PULL CORDS

SWITCHES THERMOSTATS

CONVENIENCEOUTLETS

THE FIXTURES & ACCESSORIES SHOWN HEREIN ARE NOTNECESSARILY INCLUDED IN THIS PROJECT. REFER TO PLANS &SPECIFICATIONS FOR FIXTURE OR ACCESSORY TYPE & LOCATIONS

36"

MIN

.

NOTE:

L

27" MAX

FOLD

ING

THESHOLD

ALTERNATE ROLL-IN SHOWER

ENCLOSUREOPTIONAL

27" MAX

60" MIN.INSIDE FACE

OF FINISH

1/2" MAX

19" MIN

27" MAX

SEA

TFO

LDIN

G

60" MIN.INSIDE FACE

OF FINISH

ELEVATION AT SHOWER

FULL

DEP

TH O

F ST

ALL

23" MAX.

SHOWER SEAT

48"

MA

X.

39"

TO 4

1"

33"-

36"

18"

16" MAX

AREACONTROL

27" MAX.

1" M

IN1-

1/2"

MA

X

15"

MA

X.

36"

MIN

.IN

SID

E FA

CE

OF

FIN

ISH

36"

MIN

.O

PEN

ING

OR

DO

OR

30"

MIN

.IN

SID

E FA

CE

OF

FIN

ISH

SEA

T

1/2" MAX

ROLL-IN SHOWER

BEVELED

C OFCONTROLSOR HANDHELD SPRAY

1" MIN - 1-1/2" MAXSPACE BETWEENSEAT AND WALL

39" - 41" MAX.

LC OFCONTROLSOR HANDHELD SPRAY

SHOWER THRESHOLDNOT TO SCALE

1/4"

MA

X.

1/4"

MA

X.

MAX. SLOPE: (1)VERTICAL UNIT PER (2)HORIZONTAL UNITS

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:3

1 PMA0.30

ACCESSIBLEDETAILS

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

4 WHEELCHAIR TURNING SPACE 1 DOOR CLEAR AREA

3 VERTICAL CLEARANCES

2 SIGNAGE / MOUNTING HEIGHTS

5 ACCESSIBLE ROUTE

6 SIDE REACH

7 FORWARD REACH

8 WHEELCHAIR ALCOVES

9 STORAGE

SCALE: 1" = 1'-0"10 GRAB BAR BLOCKING

SCALE: 1/2" = 1'-0"11 ACCESSORY MOUNTING HEIGHTS

SCALE: 1/2" = 1'-0"12 ACCESSORY REACH HEIGHTS

SCALE: 1 1/2" = 1'-0"13 ACCESSIBLE SHOWER

Rev: Description : Date :

02-07

02-02

02-01

02-02

02-02

02-08

02-04

02-01

02-02

02-01

02-02

02-01

02-0202-0702-07

02-0702-07

02-02

02-0202-01

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-0502-06

02-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-0602-05

02-02

02-01

02-02

02-0102-01

02-02

02-02

02-01

02-02

02-0102-01

02-02

02-01

02-0602-05

02-02

02-01

02-01

02-02

02-01 02-01

02-01

02-02

02-0202-02

02-0102-01 02-01

02-01

02-08

02-01 02-01

02-02

02-01

02-02

02-0102-01

02-0202-02

02-0102-01

02-02

02-01

02-02

02-0202-01

02-01

02-08 02-01

02-01

02-1102-11

02-12

02-10

02-01

02-08

02-10

02-13

EXISTING MECHANICAL ROOMTO REMAIN AS IS

02-04

02-04

02-04

02-04

02-04

02-04

02-0402-02

02-02

02-02

02-08 02-1002-07

02-02

02-02

02-02

02-01

02-08

1. GENERAL CONTRACTOR TO COORDINATE SALVAGE ITEMS WITH OWNER.2. EXISTING ITEMS NOTED TO REMAIN ARE TO BE PROTECTED AND STORED ON

SITE.3. SEE FINISH SCHEDULE FOR LOCATION OF NEW FLOORING MATERIALS AND

FINISHES.4. PATCH AND SEAL FLOOR AND WALL PENETRATIONS AT LOCATIONS WHERE

COMPONENTS HAVE BEEN REMOVED.

DEMOLITION PLAN GENERAL NOTES

DEMOLITION PLAN LEGEND

- (D) LINE TYPE, TYP.

- (E) LINE TYPE, TYP.

- (D) WALL

- (E) WALL

- (D) DOOR

- (E) DOOR

- (D) WINDOW

- (E) WINDOW

(NOTE: SEE A0 SHEETS FOR ADDITIONAL GENERAL LEGEND INFORMATION)

OBJECT/PATTERN DESCRIPTIONS

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:3

3 PMA2.00

DEMOLITIONPLAN

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

SCALE: 1/8" = 1'-0"1 DEMOLITION PLAN

KEYNOTES LEGEND02-01 REMOVE EXISTING WALL02-02 REMOVE EXISTING DOOR AND FRAME. SALVAGE DOOR IF

POSSIBLE, CATALOG AND STORE ON SITE02-04 REMOVE EXISTING WINDOW AND FRAMING02-05 REMOVE EXISTING FLOORING AND WALL BASE02-06 REMOVE EXISTING LIGHT FIXTURES02-07 REMOVE EXISTING PLUMBING FIXTURES, CAP PIPES02-08 REMOVE EXISTING CASEWORK02-10 REMOVE EXISTING EQUIPMENT. SALVAGE IF POSSIBLE. CATALOG

AND STORE ON SITE02-11 EXISTING ELECTRICAL PANEL TO REMAIN AND BE LOCATED IN

FUTURE JANITOR CLOSET02-12 EXISTING LOW VOLTAGE ELECTRICAL PANEL TO BE RELOCATED02-13 EXISTING FURNACE TO BE RELOCATED

Rev: Description : Date :

FEC

FEC

FEC

329 SF

DOUBLE

110

421 SF

1 BED RM.

109

JAN.

126

DOUBLE

117DOUBLE

116

DOUBLE

122

DOUBLE

121

DOUBLE

120

TRIPLE

119

SINGLE

115

SINGLE

114

RR

124

RR

125

STAIRS

STAIRS

KITCHEN/ DINING

102

LOUNGE

101

FOYER

100

STAIRS

CORRIDOR

118

CLOS.

227 SF

DOUBLE

123

285 SF

DOUBLE

111

330 SF

DOUBLE

112

312 SF

DOUBLE

113

336 SF

DOUBLE

108

345 SF

DOUBLE

107

17'-0

"11

'-6 1

/2"

15'-3

"14

'-2"

+/-

11'

-2 3

/8"

11'-1

"(A

LIG

N W

/ C

OLU

MN

S )13

'-5 3

/4"

38'-8

"(A

LIG

N W

/ E X

ISTI

NG

)9'

-4 1

/2"

8'-6

"10

'-7"

19'-8 1/2" 7'-8" 3'-4"

3'-0

"

114

126107a

107b

108a

109a

109b

110b

110a

111a

111b

112b

112a

113a

113b

100

ENTRY

129

118b

3'-6" 10'-11" 17'-10 1/2"

A3.00

1

RECYCL.

131

3'-5" 10'-1 1/2" 25'-2" 8'-2 1/2" 5'-7" 9'-11 1/2" 12'-3" 7'-5 1/2" 3'-6" 7'-1"

9'-1

1/4

"5'

-3 3

/4"

5'-2

3/8

"8'

-11"

9'-4

"5'

-11"

5'-1

1/2

"9'

-1"

CORR.

103

380 SF

1 BED RM.

105

MECH.

128

161 SF

SINGLE

104

104b

20'-3" 6'-1" 4'-5"

VENDING

133

108b

9'-3

7/8

"(A

LIG

N)

+/-

6'-6

1/4

"

MIN

.1'

-6"

9'-6

"

5'-7" 6'-3 1/2" 6'-11 1/2"

2'-0

"8'

-11"

4'-4

"4'

-11"

3'-6" 4'-4" 5'-10" 11'-5" 7'-2 1/2"

MIN

.1'

-6"

MIN

.1'

-6"

30'-9"

9'-3

"

BIKES

1327'-0 1/2"

1'-2 1/2"

5'-0" 4'-6"

9'-6

"9'

-4"

LAUNDRY

1345'-10"

7'-0

"(A

LIG

N W

/ E X

ISTI

NG

)+

/- 1

2'-8

1/2

"

388 SF

1 BED RM.

106

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

106a

106b

10'-9"

2'-0

"

3'-11 1/2"

3'-1

1"A3.002

A2.10

1

A2.10

2

A2.10

3

A6a

A6a

A6a

A4A4

A4

A6aw

A7.00

2

A6a

A6a

A4a

A4

A4a

A4

A4aA4awA4a

A4aw

A6aw

A4

A6aw

A4w

C6r

A6aw

A4

A4aw

A4aA4aA4

A4

A6

A4aw

A4ad

A4ad

A4ad

A4a

A4a

A4aw

A4a

A4

A4a

A6a

A4

105b

A4a

A4

A4

A4a

A

A

B

C

C

C

C

C

D

E

F

11-0411-0411-0211-02

12-08

06-22

06-02

06-02

06-02

06-02

06-02

06-02

06-02

06-02

06-02

A4

A4

101

105a

104a

123

1. ALL DIMENSIONS, WHEN SHOWN IN PLAN, ARE FROM FACE OF STUD TOFACE OF STUD, OR CENTERLINE OF WINDOW, DOOR, COLUMN, OR GRIDLINE, U.O.N.

2. ALL DIMENSIONS NOTED AS CLEAR, WHEN SHOWN IN PLAN, ARE FROMFACE OF FINISH TO FACE OF FINISH, U.O.N.

3. REFER TO CODE PLAN FOR RATED WALL INFORMATION.4. REFER TO CODE PLAN FOR FIRE EXTINGUISHER LOCATIONS.5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INTERIORS

DRAWINGS.6. REFER TO ACCESSIBLE DETAILS SHEET FOR STANDARD FIXTURE MOUNTING

HEIGHTS.7. REFER TO SHEET A4.00 FOR DOOR AND WINDOW INFORMATION.8. ALL DORM ROOMS TO HAVE 12" MIN. CLEAR ON STRIKE SIDE OF

ENTRANCE DOOR.9. ALL DOORS SHALL BE 4" FROM ADJACENT WALL, U.O.N.10. MOUNT DOOR STOP ON DOORS WHEN NO WALL IS AVAILABLE.11. WHERE WALL MOUNTED EQUIPMENT IS NOTED, PROVIDE WALL BLOCKING

AS REQUIRED.

FLOOR PLAN GENERAL NOTES

FLOOR PLAN LEGEND

- (N) LINE TYPE, TYP.

- (E) LINE TYPE, TYP.

- (N) WALL

- (E) WALL

- (N) DOOR

- (E) DOOR

- (N) WINDOW

- (E) WINDOW

- FIRE EXTINGUISHER CABINET

- 1-HOUR SHAFT ENCLOSURE: PER OSSC SECTION 707OR NFPA 101-8.3, REFER TO KEYNOTES FORLOCATIONS 60(S)-MINUTE DOORS: PER OSSC SECTION716

(NOTE: SEE A0 SHEETS FOR ADDITIONAL GENERAL LEGEND INFORMATION)

OBJECT/PATTERN DESCRIPTIONS

A6a

WALL TYPE (SEE SHEET A0.20 FOR ASSEMBLY DESCRIPTIONS)

FRAMING SIZE4 - 3-5/8" METAL STUDS6 - 6" METAL STUDS

MODIFIERSa - ACOUSTICAL WALL W/ SOUND BATTd - DOUBLE WALLr - ACOUSTICAL WALL W/ RESILIENT CHANNEL & SOUND BATTw- MOLD & MILDEW RESISTANT GYP. BOAR5D AT WET WALL SIDE

LEGEND

WALL ASSEMBLY TYPES

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:3

4 PMA2.01

FLOOR PLAN

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

SCALE: 1/8" = 1'-0"1 FLOOR PLAN

KEYNOTES LEGEND06-02 KITCHENETTE WITH SINK, 2 BURNER STOVE TOP, MICROWAVE, &

UNDERCOUNTER REGRIGERATOR06-22 BUILT-IN CASEWORK11-02 RESIDENTIAL WASHER, SEE PLUMBING11-04 RESIDENTIAL DRYER, SEE MECHANICAL FOR VENTING12-08 P. LAM COUNTERTOP, SEE FINISH SCHEDULE

DORM ROOM SCHEDULE

Number Name Area LOCATION

104 SINGLE 161 SF DORM ROOM105 1 BED RM. 380 SF DORM ROOM106 1 BED RM. 388 SF DORM ROOM107 DOUBLE 345 SF DORM ROOM108 DOUBLE 336 SF DORM ROOM109 1 BED RM. 421 SF DORM ROOM110 DOUBLE 329 SF DORM ROOM111 DOUBLE 285 SF DORM ROOM112 DOUBLE 330 SF DORM ROOM113 DOUBLE 312 SF DORM ROOM114 SINGLE 100 SF DORM ROOM115 SINGLE 107 SF DORM ROOM116 DOUBLE 227 SF DORM ROOM117 DOUBLE 223 SF DORM ROOM119 TRIPLE 305 SF DORM ROOM120 DOUBLE 227 SF DORM ROOM121 DOUBLE 227 SF DORM ROOM122 DOUBLE 231 SF DORM ROOM123 DOUBLE 227 SF DORM ROOM

SCOPE: REMODEL EXISTING OFFICE SPACE INTODORMITORY LIVING SPACE, ADDING 21 BEDS IN 11NEW DORM ROOMS.

AREA OF REMODEL: 7,905 SQ. FT.

Rev: Description : Date :

FEC

FEC

1. NOTES

FINISH PLAN GENERAL NOTES

FINISH PLAN LEGEND

CT-1 - CARPET

T1 - TILE

T2 - TILE

WALK-OFF MAT

(NOTE: SEE A0 SHEETS FOR ADDITIONAL GENERAL LEGEND INFORMATION)

OBJECT/PATTERN DESCRIPTIONS

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:3

8 PMA2.02

FINISH PLAN

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

SCALE: 1/8" = 1'-0"1 FINISH PLAN

Rev: Description : Date :

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:4

1 PMA2.03

FINISHSCHEDULE

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016Rev: Description : Date :

ROOM FINISH SCHEDULEwt Name Floor Finish Base Finish Wall Finish Accent Wall Finish Ceiling Finish Comments

STAIRS BROADLOOM CARPET - BOLYU - FIESTA II - AZUL RUBBER BASE PAINT NONE PAINTSTAIRS BROADLOOM CARPET - BOLYU - FIESTA II - AZUL RUBBER BASE PAINT NONE PAINTSTAIRS BROADLOOM CARPET - BOLYU - FIESTA II - AZUL RUBBER BASE PAINT NONE PAINT

031 CLOS. SEALED CONCRETE FRP FRP NONE PAINT033 JAN. SEALED CONCRETE FRP FRP NONE PAINT100 FOYER PORCELAIN TILE - DALTILE - VOLUME 1,0 - STERIO GREY, ALT: SEALED CONCRETE WOOD BASE PAINT PAINT PAINT, DECORATIVE

P-LAM BEAMACCENT COLOR LOCATION TO BEDETERMINED

101 LOUNGE PORCELAIN TILE - DALTILE - VOLUME 1,0 - STERIO GREY, ALT: SEALED CONCRETE WOOD BASE PAINT, CUSTOMWOOD WALL PANEL

PAINT, CUSTOM WOODWALL PANEL

PAINT, DECORATIVEP-LAM BEAM

ACCENT COLOR LOCATION TO BEDETERMINED

102 KITCHEN/ DINING PORCELAIN TILE - DALTILE - VOLUME 1,0 - STERIO GREY, ALT: SEALED CONCRETE WOOD BASE PORCELAIN TILE -DALTILE - KEYSTONEMOSAIC -2"X2",PAINT

PAINT PAINT, ACCENT PAINT ACCENT COLOR LOCATION TO BEDETERMINED

103 CORR. CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ACCENT COLOR LOCATION TO BEDETERMINED

104 SINGLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT NOT ADA105 1 BED RM. CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED106 1 BED RM. CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED107 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED108 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED109 1 BED RM. CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED110 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED111 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED112 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED113 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED114 SINGLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL, LVT RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED115 SINGLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED116 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED117 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED118 CORRIDOR CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL RUBBER BASE PAINT PAINT PAINT ACCENT COLOR LOCATION TO BE

DETERMINED119 TRIPLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED120 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED121 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED122 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL RUBBER BASE PAINT PAINT PAINT ADA,M ACCENT COLOR LOCATION TO BE

DETERMINED123 DOUBLE CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL RUBBER BASE PAINT PAINT PAINT ADA, ACCENT COLOR LOCATION TO BE

DETERMINED124 RR PORCELAIN - DALTILE - KEYSTONE MOSAIC - HEXAGONS PORCELAIN - DALTILE - KEYSTONE - COVE

TILEPAINT NONE PAINT

125 RR PORCELAIN - DALTILE - KEYSTONE MOSAIC - HEXAGONS PORCELAIN - DALTILE - KEYSTONE - COVETILE

PAINT NONE PAINT

126 JAN. SEALED CONCRETE FRP FRP NONE PAINT128 MECH. SEALED CONCRETE FRP FRP NONE PAINT129 ENTRY CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL WOOD PAINT NONE PAINT131 RECYCL. SEALED CONCRETE RUBBER BASE PAINT NONE PAINT132 BIKES SEALED CONCRETE RUBBER BASE PAINT NONE PAINT133 VENDING CARPET TILE - MILIKEN - COLOR FIELD - 108 GREY TEAL RUBBER BASE PAINT NONE PAINT134 LAUNDRY SEALED CONCRETE RUBBER BASE PAINT NONE PAINT

FEC

1. ALL DIMENSIONS, WHEN SHOWN IN PLAN, ARE FROM FACE OF STUD TOFACE OF STUD, OR CENTERLINE OF WINDOW, DOOR, COLUMN, OR GRIDLINE, U.O.N.

2. ALL DIMENSIONS NOTED AS CLEAR, WHEN SHOWN IN PLAN, ARE FROMFACE OF FINISH TO FACE OF FINISH, U.O.N.

3. REFER TO CODE PLAN FOR RATED WALL INFORMATION.4. REFER TO CODE PLAN FOR FIRE EXTINGUISHER LOCATIONS.5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INTERIORS

DRAWINGS.6. REFER TO ACCESSIBLE DETAILS SHEET FOR STANDARD FIXTURE MOUNTING

HEIGHTS.7. REFER TO SHEET A4.00 FOR DOOR AND WINDOW INFORMATION.8. ALL DORM ROOMS TO HAVE 12" MIN. CLEAR ON STRIKE SIDE OF

ENTRANCE DOOR.9. ALL DOORS SHALL BE 4" FROM ADJACENT WALL, U.O.N.10. MOUNT DOOR STOP ON DOORS WHEN NO WALL IS AVAILABLE.11. WHERE WALL MOUNTED EQUIPMENT IS NOTED, PROVIDE WALL BLOCKING

AS REQUIRED.

FLOOR PLAN GENERAL NOTES

FLOOR PLAN LEGEND

- (N) LINE TYPE, TYP.

- (E) LINE TYPE, TYP.

- (N) WALL

- (E) WALL

- (N) DOOR

- (E) DOOR

- (N) WINDOW

- (E) WINDOW

- FIRE EXTINGUISHER CABINET

- 1-HOUR SHAFT ENCLOSURE: PER OSSC SECTION 707OR NFPA 101-8.3, REFER TO KEYNOTES FORLOCATIONS 60(S)-MINUTE DOORS: PER OSSC SECTION716

(NOTE: SEE A0 SHEETS FOR ADDITIONAL GENERAL LEGEND INFORMATION)

OBJECT/PATTERN DESCRIPTIONS

A7.00 1a

A7.003a

3b

3c

3d

A7.004a 4b

KITCHEN/ DINING

102

LOUNGE

101

FOYER

100

STAIRS

100

118b

9'-0

"1'

-2"

7'-7

1/4

"3'

-3 1

/4"

11'-5

1/2

"

3'-5" 10" 34'-5 1/2"

3'-7 1/2"

14'-1

3/4

"

3'-3

"5'

-3"

± 1

2'-7

"

9'-5

1/2

"9'

-0"

1b

A7.00

2

A4ad

A4ad

A4ad

A4

A6A4

A4aA4a

A

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

9'-0"

4A2.10

30"x48" SINKCLEAR SPACE

60" DIA. CLRTURNING SPACE

30"x48" SHWRCLEAR SPACE

54"x60" TOILETCLEAR SPACE

A7.00 6b

6a

6d

6c

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

3'-0

"6'

-4"

2'-4" 5'-9" 3'-4"

11'-5"

10-10

10-12

22-07

06-22

06-22

22-08

10-06

22-03

12-08

A7.00

5a

5b

5c

5d

30"x48" SINKCLEAR SPACE

60" DIA. CLRTURNING SPACE

30"x48" SHWRCLEAR SPACE

54"x60" TOILETCLEAR SPACE

2'-4" 7'-10"

10'-2"

6'-4

"3'

-0"

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

ALL UNIT RESTROOMS WITH THE EXEPTIONOF ROOM 104, SHALL BE ADA COMPLIANTFOR POTENTIAL FUTURE ADACONVERSIONS. THIS INCLUDES PROVIDINGALL BLOCKING NECCESSARY FOR FUTUREPROVISIONS SUCH AS GRAB BARS.

22-07

12-08

22-03

06-22

22-08

10-06

10-12

CONCRETE WALL CAP

3'-5

1/2

"

POURED IN PLACE CONCRETE WALLWITH BRICK AT EXTERIOR, WRAPBRICK AT OPEN END

A6a

WALL TYPE (SEE SHEET A0.20 FOR ASSEMBLY DESCRIPTIONS)

FRAMING SIZE4 - 3-5/8" METAL STUDS6 - 6" METAL STUDS

MODIFIERSa - ACOUSTICAL WALL W/ SOUND BATTd - DOUBLE WALLr - ACOUSTICAL WALL W/ RESILIENT CHANNEL & SOUND BATTw- MOLD & MILDEW RESISTANT GYP. BOAR5D AT WET WALL SIDE

LEGEND

WALL ASSEMBLY TYPES

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:4

3 PMA2.10

ENLARGED PLAN

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

KEYNOTES LEGEND06-22 BUILT-IN CASEWORK10-06 MEDICINE CABINET WITH MIRROR10-10 1 1/2" DIA. GRAB BARS, PROVIDE BLOCKING AS REQUIRED10-12 TOILET SEAT COVER DISPENSER12-08 P. LAM COUNTERTOP, SEE FINISH SCHEDULE22-03 HANDWASH SINK, SEE PLUMBING.22-07 TOILET, FLUSH ON WIDE SIDE, SEE PLUMBING.22-08 ACCESSIBLE PRE-MANUFACTURED SHOWER UNIT.

SCALE: 1/4" = 1'-0"1 ENLARGED FLOOR PLAN - COMMON AREA

SCALE: 1/4" = 1'-0"2 ENLARED ADA RESTROOM TYP.SCALE: 1/4" = 1'-0"3 ENLARGED RESTROOM TYP.

Rev: Description : Date :

SCALE: 1" = 1'-0"4 BRICK PONY WALL DETAIL

FINISH FLOOR0' - 0"

2ND LEVEL FLOOR12' - 0"

A

ALIGN

ALIGN

ALI

GN

ALI

GN

FINISH FLOOR0' - 0"

2ND LEVEL FLOOR12' - 0"

BA

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:4

4 PMA3.00

EXTERIORELEVATIONS

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

SCALE: 1/4" = 1'-0"1 PARTIAL - EAST ELEVATION

SCALE: 1/4" = 1'-0"2 PARTIAL - NORTH ELEVATION

Rev: Description : Date :

DOOR HARDWARE GROUPS01 (3) BUTTS

(1) PASSAGE LEVER(1) WALL STOP(3) SILENCERS(1) CLOSER

02 (1) POCKET DOOR TRACK(2) 6" ADA COMPLIANT DOOR PULLS

03 (1) CONTINUOUS HINGE(1) PANIC DEVICE(1) RIM CYLINDER(1) CLOSER(1) ELECTROMAG LOCK(1) WALL STOP(1) SET, WEATHERSTRIPING(1) DOOR BOTTOM(1) THESHOLD(1) FIRE ALARM RELAY(1) POWER SUPPLY(2) ACCESS CONTROL(1) SET, WIRING SCHEMATICS

04 ALL HARDWARE BY DOORMANUFACTURER

05 (3) BUTTS(1) PANIC DEVICE(1) RIM CYLINDER(1) CLOSER W/ STOP(1) KICK PLATE(1) SET, DOOR SEALS(1) DOOR BOTTOM(1) THRESHOLD

06 (3) BUTTS(1) PANIC DEVICE(1) RIM CYLINDER(1) CLOSER W/ STOP(1) KICK PLATE(1) SET, DOOR SEALS(1) DOOR BOTTOM(1) THRESHOLD(1) ACCESS CONTROL(1) POWER SUPPLY(1) SET, WIRING SCHEMATICS

07 (3) BUTTS(1) LOCKSET LEVER - STORAGE(1) CLOSER W/ STOP(1) SET, DOOR SEALS(1) DOOR BOTTOM(1) THRESHOLD

08 (6) BUTTS(1) LOCKSET LEVER - STORAGE(1) DUMMY PULL(1) FLUSH BOLT(1) SET, DOOR SEALS(2) DOOR BOTTOM(1) THRESHOLD

09 (3) BUTTS(1) LOCKSET LEVER - STORAGE(1) SET, DOOR SEALS(1) DOOR BOTTOM(1) THRESHOLD

10 (1) CONTINUOUS HINGE(1) PANIC DEVICE(1) RIM CYLINDER(1) CLOSER(1) ELECTRIC STRIKE(1) WALL STOP(1) SET, WEATHERSTRIPING(1) DOOR BOTTOM(1) THESHOLD(1) POWER SUPPLY(1) ACCESS CONTROL(1) SET, WIRING SCHEMATICS

11 (3) BUTTS(1) LOCKSET LEVER - CLASSROOM(1) CLOSER W/ STOP(1) SET, DOOR SEALS(1) DOOR BOTTOM(1) THRESHOLD

12 (6) BUTTS(1) LOCKSET LEVER - STORAGE(1) DUMMY PULL(1) FLUSH BOLT(2) OVERHEAD STOP(1) SET, DOOR SEALS

13 (1) CONTINUOUS HINGE(1) PANIC DEVICE(1) RIM CYLINDER(1) CLOSER(1) WALL STOP(1) SET, WEATHERSTRIPING(1) DOOR BOTTOM(1) THESHOLD

14 (3) BUTTS(1) LOCKSET LEVER - OFFICE(1) CLOSER(1) SMOKE SEAL

15 (3) BUTTS(1) LOCKSET LEVER - STOREROOM(1) CLOSER(1) SMOKE SEAL(1) KICK PLATE

16 (3) BUTTS(1) LOCKSET LEVER - STOREROOM(1) ELECTRIC STRIKE(1) CLOSER(1) SMOKE SEAL(1) ACCESS CONTROL(1) POWER SUPPLY(1) SET, WIRING SCHEMATICS

17 (3) BUTTS(1) PASSAGE LEVER(1) CLOSER(1) SMOKE SEAL(1) ARMOR PLATE

18 (3) BUTTS(1) LOCKSET LEVER W/ OCCUPANCY INDICATOR DEADBOLT(1) CLOSER W/ STOP(1) SMOKE SEAL

19 (3) BUTTS(1) LOCKSET - OFFICE(1) WALL STOP(3) SILENCERS

20 (3) BUTTS(1) LOCKSET LEVER - CLASSROOM(1) CLOSER(1) SMOKE SEAL(1) WALL STOP

21 (6) BUTTS(2) DUMMY PULL(1) CLOSER(1) SMOKE SEAL

22 (3) BUTTS(1) LOCKSET LEVER - STOREROOM(1) WALL STOP(1) SMOKE SEAL(1) KICK PLATE

23 (3) BUTTS(1) LOCKSET LEVER - CLASSROOM(1) CLOSER W/ STOP(1) KICK PLATE(1) SMOKE SEAL

24 (3) BUTTS(1) LOCKSET LEVER - STOREROOM(1) CLOSER(1) SMOKE SEAL(1) ARMOR PLATE

25 (3) BUTTS(1) LOCKSET LEVER - STOREROOM(1) ELECTRIC STRIKE(1) AUTO OPERATOR(1) KICK PLATE(1) POWER SUPPLY(2) ACTUATOR(1) SET, WIRING SCHEMATICS

26 (6) BUTTS(2) EXIT DEVICE(2) CLOSER(2) MAGNETIC HOLD-OPEN(1) SMOKE SEAL(1) SET DOOR SEALS

27 (3) BUTTS(1) LOCKSET LEVER W/ OCCUPANCY INDICATOR DEADBOLT(1) WALL STOP(1) SMOKE SEAL

28 (1) BARN DOOR RAIL W/ STOPS(2) SET OF TROLLEY ROLLERS(4) C-PULLS

29 (3) BUTTS(1) DUMMY PULL(1) DEADBOLT(1) OVERHEAD HOLDER(1) SET, DOOR SEALS

30 (3) BUTTS(1) LOCKSET - CLASSROOM(1) WALL STOP(1) SMOKE SEAL(1) CLOSER

-- re

view &

updat

e --

ASINGLE FLUSH

BSINGLE FLUSHW/ GLASS

CDOUBLE FLUSHW/ GLASS

DOOR TYPESSCALE: 1/4" = 1'-0"

DOOR WIDTH

DO

OR

HEI

GH

T

DOOR WIDTH

DO

OR

HEI

GH

T

1'-2

"6"

6" 6"

TYP.

4"TY

P.1'

-0"

1'-2

"6"

6"

TYP.

4"

TYP.

1'-0

"

TYP.

1'-0

"

6'-0"

6"6"6"TYP.2'-0"

AL = ALUMINUMFF = FACTORY FINISHHM= HOLLOW METALIC= INSULATED CORENR= NOT RATEDP= PAINTEDSC = SOLID COREWD= WOODCLR= CLEAR FINISH

LEGEND

ASTOREFRONTWINDOW

BSTOREFRONTWINDOW

CSTOREFRONTWINDOW

DSTOREFRONTWINDOW

E F

WINDOW TYPESSCALE: 1/4" = 1'-0"

MA

TCH

EX

ISTI

NG

OP E

NIN

G10

'-0"

MATCH EXISTING OPENING6'-4"

SPANDRALGLASS

MATCH EXIST. OPENING4'-0"

MA

TCH

EX

ISTI

NG

OPE

NIN

G10

'-0"

SPANDRALGLASS

SPANDRALGLASS

SPANDRALGLASS

MATCH EXIST. OPENING4'-0"

MA

TCH

EX

ISTI

NG

OPE

NIN

G10

'-0"

MATCH EXIST. OPENING2'-0"

MA

TCH

EX

ISTI

NG

OPE

NIN

G10

'-0"SPANDRAL

GLASS

SPANDRALGLASS

SPANDRALGLASS

STOREFRONTWINDOW

STOREFRONTWINDOW

MA

TCH

EX

ISTI

NG

OP E

NIN

G7'

-0"

MATCH EXISTING OPENING3'-0"

MA

TCH

EX

ISTI

NG

OP E

NIN

G7'

-0"

MATCH EXISTING OPENING5'-0"

1/2"

1/2"

1 1/

2"SIDE

1/2" EA.

RABBETSTANDARD

SEE WALL TYPES

HEADER PER STRUCTURAL

EXTEND GYP. BD. INTO FRAME5/8" MIN.

HOLLOW METAL FRAME

JAMB ANCHOR

DOOR PER SCHEDULE

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

39:4

7 PMA4.00

DOOR /WINDOW TYPES& SCHEDULES

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

DOOR SCHEDULE

Door No. Width Height Thickness Trim Width Door Type Door CoreDoor

Material Door FinishFrame

Material Frame Finish Fire RatingHardware

Group Notes

0' - 0" 0' - 0" XX0' - 0" 0' - 0" NNN

100 3' - 0" 8' - 0" 0' - 2" B SC WD CLR HM P -101 5' - 8" 8' - 0" 0' - 2" C SC WD CLR HM P -104a 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -104b 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -105a 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -105b 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -106a 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -106b 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -107a 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -107b 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -108a 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -108b 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -109a 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -109b 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -110a 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -110b 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -111a 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -111b 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -112a 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -112b 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -113a 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -113b 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -114 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -118b 2' - 6" 7' - 0" 0' - 2" A SC WD CLR HM P -123 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -126 3' - 0" 7' - 0" 0' - 2" A SC WD CLR HM P -

WINDOW SCHEDULE

Window Type Window Height Window Width Sill Height Frame Width Frame Material Frame Finish Window Detail Window Notes

A 10' - 0" 6' - 4" 0' - 0"B 10' - 0" 4' - 0" 0' - 0"C 10' - 0" 4' - 0" 0' - 0"D 10' - 0" 2' - 0" 0' - 0"E 7' - 0" 3' - 0" 0' - 0"F 7' - 0" 5' - 0"

Rev: Description : Date :

SCALE: 3" = 1'-0"1 INT. DOOR HEAD - HOLLOW METAL

REFLECTED CEILING PLAN GENERAL NOTES1. SEE ASSEMBLIES SHEET FOR ASSEMBLY TYPES.2. THIS REFLECTED CEILING PLAN IS FOR COORDINATION PURPOSES ONLY. REFER TO

MECHANICAL, ELECTRICAL, AND FIRE SPRINKLER PLANS FOR INFORMATION NOTSHOWN HERE.

3. REFER TO MECHANICAL PLANS FOR SPECIFIC INFORMATION REGARDING TYPEAND SIZE OF ALL SUPPLY AND RETURN AIR GRILLS.

4. REFER TO FIRE SPRINKLER PLANS FOR SPECIFIC INFORMATION REGARDING TYPEAND SIZE OF SPRINKLER HEADS.

5. REFER TO ELECTRICAL PLANS FOR SPECIFIC INFORMATION REGARDING FIXTURETYPE, LAMPING, AND CIRCUITS.

6. REFER TO ELECTRICAL PLANS FOR ALL FIRE ALARM AND SMOKE DETECTORLOCATIONS.

7. CEILING HEIGHTS ARE TO BOTTOM OF STRUCTURE U.O.N.8. VANITY LIGHTS TO BE CENTERED OVER VANITY.9. CENTER LIGHTS OVER SHOWERS.10. DIMENSIONS ARE FROM FACE OF FRAMING TO CENTERLINE OF LIGHT FIXTURE.11. CENTER LIGHT FIXTURES IN ROOM, U.O.N. WHERE UPPER CASEWORK OCCURS,

CENTER LIGHT FIXTURE BETWEEN WALL AND UPPER CASEWORK.12. SOFFITS ARE 1'-6" IN WIDTH, U.O.N.13. REFER TO INTERIORS DRAWINGS FOR DECORATIVE LIGHT FIXTURES.

SUSPENDED CEILING TILE ON 2X2 GRID.- TYPICAL HEIGHT - 9'-0"

OVERALL REFLECTED CEILING PLAN LEGEND

PAINTED GYPSUM BOARD CEILING

ACOUSTIC CEILING PANEL

PAINTED GYPSUM BOARD DROPPED SOFFIT.- TYPICAL HEIGHT 8'-0" U.O.N.

RECESSED CAN LIGHT PER ELECTRICAL

VANITY LIGHT FIXTURE PER ELECTRICAL

RECESSED LIGHT FIXTURE PER ELECTRICAL

SURFACE MOUNT FIXTURE PER ELECTRICAL

20 x 30 ACCESS HATCH

RETURN AIR DIFFUSER PER MECHANICAL

SUPPLY AIR DIFFUSER PER MECHANICAL

EXHAUST PER MECHANICAL

SURFACE MOUNT FIXTURE PER ELECTRICAL

VANITY LIGHT FIXTURE PER ELECTRICAL

EXISTING CEILING TO REMAIN.

EXIT SIGN

RECESSED LIGHT FIXTURE W/ EMERGENCYBACK-UP POWER PER ELECTRICAL

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

40:0

2 PMA6.01

REFLECTEDCEILING PLAN

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

SCALE: 1/8" = 1'-0"1 FINISH FLOOR

Rev: Description : Date :

INTERIOR ELEVATION GENERAL NOTES1. ALL INTERIOR ELEVATIONS ARE GRAPHIC REPRESENTATIONS. FIELD VERIFY ALL

CONDITIONS & PROVIDE SPACING BETWEEN WALLS & CASEWORK ASNECESSARY. VERIFY WITH OWNER & OWNER'S INTERIOR CONSULTANT.

2. PROVIDE FELT PADS WHERE CABINET DOORS OPEN AGAINST WALLS. VERIFYWITH OWNER EXACT LOCATION & COLOR.

3. VERIFY TACK SURFACE FABRIC, COLORS, & LOCATIONS WITH OWNER PRIORTO ORDER OR INSTALLATION.

4. VERIFY COLOR & LOCATION OF GROMMETS WITH OWNER PRIOR TO DRILLINGHOLES. SEE INTERIOR DETAILS FOR GROMMET INSTALLATION.

5. PROVIDE CONCEALED BRACING & CASEWORK BACKING AS NEEDED. SEEINTERIOR DETAILS FOR CONCEALED BRACE INSTALLATION.

6. ALL APPLIANCES, INCLUDING THOSE NOT SHOWN ON THIS SHEET, TO BEOWNER APPROVED, ACCESSIBLE, & ENERGY STAR COMPLIANT.

7. ALL LOCKING CABINETS & DRAWERS SHALL HAVE CAM-LOCKS WITH THE SAMEMASTER KEY. CABINETS WITH LOCKS ARE DENOTED BY THE LETTER "L".

8. SINKS ARE TO BE CENTERED ON CASEWORK BELOW. WHERE THERE IS NOTCASEWORK BELOW, CENTER SINKS A MINIMUM OF 1'-4" CLEAR FROMADJACENT SIDEWALL. SINKS AT THE OPEN END OF COUNTERS SHALL BECENTERED A MINIMUM OF 1'-4" FROM THE END.

9. ALL DIMENSIONS NOTED AS CLEAR, ARE FROM FACE OF FINISH TO FACE OFFINISH, U.O.N.

10. SEE ACCESSIBLE DETAILS SHEET FOR FIXTURE LAYOUT.

1'-6

"

06-21 06-2309-17 09-17

2'-4"

FILLER

2'-0"

4'-2

"2'

-10"

11-1511-1106-0109-13 06-24

2'-9" 4'-0" 2'-9"

2'-6

"1'

-8"

2'-1

0"

1'-0

"

FILLER

2'-0"

06-01 22-0506-21 09-1311-07 06-24

2'-1

0"

3'-3"1'-6" 2'-6"

9'-2 1/2"

06-0112-09 06-21 09-1706-24

2'-1

0"1'

-8"

2'-6

"

2'-1

0"

2'-7"

12-09 06-2109-17

1" 9'-2 1/2"

1"

12-0906-21

2'-1

0"

06-21 09-17 06-24 10-02 11-1610-02 06-07

POTENTIAL ARTLOCATION

26-28 09-0506-24

2'-0

"5'

-0"

22-07 22-08 06-22PROVIDE BLOCKING AT ALL UNITRESTROOMS, FOR POTENTIALFUTURE ADA CONVERSIONS

09-04 DEEP2'-1"

09-04

2'-1

0"

11" 2'-6" 11"

26-1610-06 12-0806-01 09-04 22-07PROVIDE BLOCKING AT ALL UNITRESTROOMS, FOR POTENTIALFUTURE ADA CONVERSIONS

09-04

09-05

06-24

OPEN

11"CLEAR2'-6" 11"

2'-1

0"

26-1610-0612-08 06-0122-03 06-0809-04

DEEP2'-1"

09-0406-22 22-08 10-10 22-07 10-1209-04 22-07 10-12 10-10 06-2209-04

2'-0

"6"

1'-8

"2'

-10"

7'-0

"

2'-0"2'-0"2'-0"

06-02 09-05

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

40:1

0 PMA7.00

INTERIORELEVATIONS

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

KEYNOTES LEGEND06-01 CASEWORK06-02 KITCHENETTE WITH SINK, 2 BURNER STOVE TOP, MICROWAVE, &

UNDERCOUNTER REGRIGERATOR06-07 STONE FIREPLACE SURROUND06-08 SINK SKIRT06-21 FAUX RECLAIMED WOOD BEAM06-22 BUILT-IN CASEWORK06-23 BUILT-IN BENCH06-24 CROWN MOULDING, SEE FINISH SCHEDULE09-04 4" WALL BASE, SEE FINISH SCHEDULE09-05 6" WALL BASE, SEE FINISH SCHEDULE09-13 TILE MOSAIC09-17 PLASTER FINISH @ COLUMN10-02 ELECTRIC FIREPLACE INSERT, SEE ELECTRICAL & SPEC10-06 MEDICINE CABINET WITH MIRROR10-10 1 1/2" DIA. GRAB BARS, PROVIDE BLOCKING AS REQUIRED10-12 TOILET SEAT COVER DISPENSER11-07 RESIDENTIAL REFRIGERATOR. ENERGY STAR COMPLIANT.11-11 RESIDENTIAL RANGE. ENERGY STAR COMPLIANT.11-15 KITCHEN HOOD, WHERE OCCURS - 1-HR SHAFT REQUIRED PER

DETAILS. BLOCK-OUT AS NECESSARY PER STRUCTURAL DETAILS.11-16 FLAT SCREEN TELEVISION, PROVIDE BACKING, CABLE, POWER, &

DATA12-08 P. LAM COUNTERTOP, SEE FINISH SCHEDULE12-09 QUARTZ COUNTERTOP, SEE FINISH SCHEDULE22-03 HANDWASH SINK, SEE PLUMBING.22-05 DOUBLE COMPARTMENT SINK, SEE PLUMBING22-07 TOILET, FLUSH ON WIDE SIDE, SEE PLUMBING.22-08 ACCESSIBLE PRE-MANUFACTURED SHOWER UNIT.26-16 VANITY LIGHT FIXTURE, SEE ELECTRICAL26-28 PENDANT LIGHT FIXTURE, T.B.D.

1a

3b 3a3c3d

SCALE: 3/8" = 1'-0"3 KITCHEN 102

4a 4b

SCALE: 3/8" = 1'-0"4 DINING 102

5a 5b

5c 5d

SCALE: 3/8" = 1'-0"5 TYP. RESTROOM

SCALE: 3/8" = 1'-0"1 FOYER 100

1b

SCALE: 3/8" = 1'-0"6 TYP. ADA RESTROOM

6c 6d6a 6b

SCALE: 3/8" = 1'-0"TYP. RESTROOM (CONTINUED)

SCALE: 3/8" = 1'-0"2 TYP. KITCHENETTE

Rev: Description : Date :

PANFLASHING

(N) ALUMINUM STOREFRONTWINDOW ASSEMBLY

PRE-FINISHED METAL PAN FLASHINGSET IN (3) ROWS OF BEDDINGSEALANT PER SPECIFICATIONS (TYP.)

1/2" END DAMSAT JAMB

SHIM AS REQUIRED, (TYP.)

(N) FLOORING, SEE FINISHPLAN

(WINDOW4 1/2"

(E) CONCRETE SIDEWALK

FRAME)

AS

REQ

'D

(N) ALUM. WINDOW ASSEMBLY

BACKER ROD & SEALANT

(E) WALL ASSEMBLY

BACKER ROD & SEALANT

REMOVE AND REPLACE (E) INTERIORFINISH AS REQ'D TO PROPERLYINSTALL NEW WINDOW

(N) ALUM. WINDOW ASSEMBLY

BACKER ROD & SEALANT

(E) WALL ASSEMBLY

BACKER ROD & SEALANT

REMOVE AND REPLACE (E) INTERIORFINISH AS REQ'D TO PROPERLYINSTALL NEW WINDOW

(N) ALUM. WINDOW ASSEMBLY

BACKER ROD & SEALANT

(E) WALL ASSEMBLY

BACKER ROD & SEALANT

REMOVE AND REPLACE (E) INTERIORFINISH AS REQ'D TO PROPERLYINSTALL NEW WINDOW

PRE-FINISHED METAL FLASHING TOMATCH WINDOW FRAMES, SET INSEALANT

SHIM AS REQUIRED

500

Lib

erty

Str

e et

SE, S

u ite

100

/ S

alem

, Ore

gon

973

02Ph

: 50 3

.480

.87 0

0 /

Fx:

503

.480

.870

1

Issue:

Date:

NO

T FO

R C

ON

STR

UC

TIO

N

MECH., ELEC. & PLUMBINGInterface EngineeringPH: 503-382-2613

JURISDICTIONCity of SalemPH: 503-588-6256

INTERIOR DESIGNCBTWO ARCHITECTSPH: 503-480-8700

2/22

/201

6 2:

40:1

1 PMA8.00

STOREFRONTDETAILS

WIL

LAM

E TT E

UN

IVE R

S IT Y

DO

NE Y

HA

LL R

E MO

DEL

900

Stat

e St

reet

, Sal

em, O

reg

on, 9

7301

xx-xx-xxxx

January 21, 2016

SCALE: 3" = 1'-0"4 WINDOW SILL @ FLOOR - DETAIL

Rev: Description : Date :

SCALE: 3" = 1'-0"1 WINDOW HEAD - DETAIL

SCALE: 3" = 1'-0"2 WINDOW JAMB - DETAIL

SCALE: 3" = 1'-0"3 WINDOW SILL - DETAIL

GENERAL MECHANICAL NOTESA. PROVIDE MISCELLANEOUS METALS AND MATERIALS FOR A COMPLETE

INSTALLATION (IE. SUPPORT, BRACING, ETC.)

B. PROVIDE EQUIPMENT SUBMITTAL, FOR REVIEW. DO NOT DELIVER TO THE JOB SITEANY PRODUCTS WITHOUT PRIOR REVIEW BY THE ARCHITECT. SUBMIT, AT ONETIME, ALL REQUIRED SUBMITTALS. AT CONTRACTOR’S OPTION 3 SEPARATESUBMITTALS MAY BE SUMBITTED, CONSISTING OF: UNDERGROUND WORK,BUILDING WORK, AND BUILDING AUTOMATION SYSTEM – DEVIATIONS WILL BERETURNED WITHOUT REVIEW. INCOMPLETE SUBMITTALS WILL BE RETURNEDWITHOUT REVIEW. ENGINEER WILL PROVIDE MAXIMUM OF TWO REVIEWS OFSUBMITTAL PACKAGE. ARRANGE FOR ADDITIONAL REVIEWS AND/OR EARLYREVIEW OF LONG-LEAD ITEMS AND BEAR COSTS OF THESE ADDITIONAL REVIEWSAT ENGINEER'S STANDARD HOURLY RATES. SUBSTITUTION REQUESTS WILL NOTBE REVIEWED AFTER AWARD OF CONTRACT.

C. PROVIDE SMOKE DETECTORS IN MAIN SUPPLY AIR DUCT OF ANY SUPPLY AIRSYSTEM WITH AIR QUANTITY OF MORE THAN 2000 CFM OR OF SUPPLY AIRSYSTEM(S) WHERE THE COMBINED SUPPLY AIR QUANTITY OF SUPPLY AIRSYSTEM(S) SUPPLYING AIR INTO ONE ZONE EXCEED 2000 CFM.

D. WHERE COMBINATION FIRE AND SMOKE DAMPER IS SHOWN IMMEDIATELY BEHINDA WALL MOUNTED GRILLE AND THERE IS INSUFFICIENT ACCESS AT DUCTWORK,ENLARGE THE WIDTH OF THE GRILLE AND FSD BY A MINIMUM OF 6 INCHES, OR ASOTHERWISE REQUIRED BY FSD MANUFACTURER, AND PROVIDE A “FRONT ACCESS”FSD FOR ACCESS TO FSD COMPONENTS FROM FACE OF GRILLE. INSTALL GRILLEFLUSH WITH WALL SURFACE AND LOCATE DAMPER ACTUATOR OUTSIDE OF THEAIRSTREAM. FSD’S SHALL BE RUSKIN FSD-60FA OR EQUAL

E. PRIOR TO SUBMISSION OF BID, REVIEW A COMPLETE SET OF CONSTRUCTIONDOCUMENTS (INCLUDING ALL OTHER TRADES). INCLUDE ADDITIONAL PIPE ORDUCT OFF-SETS THAT MAY BE REQUIRED TO CLEAR STRUCTURE, FINISHES ORWORK OF OTHER TRADES. FIELD VERIFY EXACT LOCATION AND SIZES OFEXISTING UTILITIES, THE PROPOSED POINT OF CONNECTIONS TO EXISTINGSYSTEMS, AND NEW ROUTINGS. EXTRA PAYMENT WILL NOT BE ALLOWED FORWORK RESULTING FROM LACK OF APPRAISAL OF ENTIRE SCOPE OF WORK PRIORTO BID. SYSTEM LAYOUTS AS INDICATED ON DRAWINGS ARE GENERALLYDIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS ACTUALCONSTRUCTION WILL PERMIT.

F. PROVIDE DUCT ACCESS DOORS FOR EQUIPMENT AND DEVICES REQUIRINGACCESS OR RESETTING (IE. FIRE AND SMOKE DAMPERS, SMOKE DAMPERS,SENSORS, ETC.) INDICATE SIZE AND LOCATION ON COORDINATED SHOPDRAWINGS.

G. FLASH AND COUNTER FLASH ALL ROOF PENETRATIONS TO SEAL WEATHER TIGHT(SEE ARCHITECTURAL ROOFING DETAILS AND SPECIFICATIONS).

H. PROVIDE DUCTWORK AND TRANSITIONS EQUAL TO DUCT FREE AREA SHOWN ONDRAWINGS, TO PREVENT A SPATIAL CONFLICT. AT CONTRACTOR’S OPTION AND IFSPATIAL CONSTRAINTS ALLOW IT, ROUND SPIRAL DUCTWORK, OF EQUALCROSS-SECTIONAL AREA OR LARGER, MAY BE USED IN LIEU OF RECTANGULARDUCTWORK WHERE SHOWN ON PLANS.

I. PROVIDE FIELD INSTALLED OR MANUFACTURER’S REFRIGERANT LINE SETSBETWEEN THE SPLIT SYSTEMS’ INDOOR AND OUTDOOR COMPONENTS. SIZING,QUANTITY, AND INSTALLATION OF PIPES SHALL BE PER MANUFACTURER’SRECOMMENDATIONS BASED ON ACTUAL FIELD INSTALLED LENGTH. PROVIDE HARDWIRED THERMOSTATS AND CONTROL WIRING IN CONDUIT BETWEEN INDOOR ANDOUTDOOR UNITS.

J. EQUIPMENT, HVAC DUCTS, PIPING AND OTHER DEVICES AND MATERIALSINSTALLED OUTDOORS OR EXPOSED TO WEATHER SHALL BE WEATHER PROOF.

K. USE FLEXIBLE DUCTS ONLY FOR THE LAST 5 FEET MAXIMUM AT AIR OUTLETS.

L. PROVIDE MANUAL VOLUME DAMPERS AT EACH GRILLE, REGISTER, AND DIFFUSER,AND LOCATE EQUIDISTANCE BETWEEN BRANCH TAKEOFF AND AIR INLET/OUTLET.DO NOT USE VOLUME DAMPERS INTEGRAL WITH GRILLES, DIFFUSERS ANDREGISTERS FOR AIR BALANCING.

M. INSTALL EQUIPMENT WITH SUFFICIENT ACCESS TO PANELS, CONTROLS, FILTERS,MOTORS, ETC. COORDINATE ACCESS TO ALL DAMPERS, VALVES, AND OTHERSERVICEABLE EQUIPMENT. REVIEW CEILING HEIGHTS AND COORDINATE ACCESSPANEL LOCATIONS.

N. COORDINATE EQUIPMENT PLATFORMS, AND CUTTING AND PATCHING. OBTAINWRITTEN PERMISSION FROM THE ARCHITECT PRIOR TO ANY STRUCTURALMODIFICATIONS, CUTTING OR PATCHING WORK. KEEP SAW CUTTING TO AMINIMUM.

O. VERIFY DIFFUSERS, GRILLES, AND REGISTER MOUNTING FRAME TYPES WITHCONSTRUCTION TYPE AND CONFIGURATION.

P. PAINT FLAT BLACK ALL VISIBLE INTERIOR PORTIONS OF DUCTWORK.

Q. PROTECT AND ISOLATE DUCTS STORED ON CONSTRUCTION SITE FROM DUSTCONTAMINATION.

R. COORDINATE LOCATION OF SENSORS AND THERMOSTATS WITH ARCHITECT.COMPLY WITH ADA REQUIREMENTS.

S. “DEMOLISH” OR “REMOVE” MEAN: REMOVE AND RETURN TO OWNER FORACCEPTANCE, AND DISPOSE OF ANY ITEMS NOT ACCEPTED BY THE OWNER.

T. DUCT SMOKE DETECTORS TO BE FURNISHED BY DIVISION 28 OR 26 AND INSTALLEDBY DIVISION 23.

U. COORDINATE WITH DIVISION 26 FOR LOCATION OF POWER AND LOCALDISCONNECTS FOR MECHANICAL EQUIPMENT DEVICES. PROVIDE STARTERS FOREQUIPMENT WITHOUT VFD’S, ECM MOTORS, OR EQUIPMENT WITHOUT INTEGRALSTARTERS.

V. MAINTAIN MINIMUM ELECTRICAL CODE AND UNIT MANUFACTURER'S CLEARANCESTO ADJACENT CONSTRUCTION OR EQUIPMENT, PER CEC OR THE FOLLOWINGTABLE:

A. NOMINAL ONE-SIDE ACCESS-WAY FOR EXPOSED/LIVEB. VOLTAGE ACCESS PARTS ON BOTH SIDES

C. 0-150 36 INCH 36 INCHD. 150-600 42 INCH 48 INCH

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Kyle Mechling

2015-0488

M0.00

COVERSHEET -

MECHANICAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

KPM

M0.00 COVER SHEET - MECHANICAL

M0.01 SCHEDULES - MECHANICAL

M1.00 BASEMENT FLOOR PLAN - MECHANICAL - DEMOLITION

M1.01 FIRST FLOOR PLAN - MECHANICAL - DEMOLITION

M2.00 BASEMENT PLAN - MECHANICAL

M2.01 FIRST FLOOR PLAN - MECHANICAL

M3.01 FIRST FLOOR PLAN - ZONE MAP

M4.01 DETAILS - MECHANICAL

M5.01 DIAGRAMS - MECHANICAL

SHEET INDEX

MECHANICAL SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.

AbbreviationsAFF ABOVE FINISHED FLOOR

AD ACCESS DOOR

A/C AIR CONDITION(ED)

AHU AIR HANDLING UNIT

BDD BACKDRAFT DAMPER

BFP BACKFLOW PREVENTER

BFF BELOW FINISHED FLOOR

B BOILER

BHP BRAKE HORSEPOWER

CD CEILING DIFFUSER

CL CENTERLINE

CV CHECK VALVE

CH CHILLER

COP COEFFICIENT OF PERFORMANCE

CW COLD WATER

CD CONDENSATE DRAIN

CU CONDENSING UNIT

CONT. CONTINUATION

CT COOLING TOWER

DB DECIBEL

DP DEW POINT, DIFFERENTIAL PRESSURE

DIA DIAMETER

DX DIRECT EXPANSION

DG DOOR GRILLE

D DROP

DB DRY BULB

EFF EFFICIENT

ELECT ELECTRICAL

EL ELEVATION

EER ENERGY EFFICIENCY RATING

EAT ENTERING AIR TEMPERATURE

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EF EXHAUST FAN

(E) EXISTING

FA FACE AREA

F FAHRENHEIT

FC FAN COIL

FT FEET

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPI FINS PER INCH

FD FIRE DAMPER

FC FLEXIBLE CONNECTOR

FLA FULL LOAD AMPS

GAL GALLONS

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HD HEAD

HP HEAT PUMP

HTR HEATER

HTG HEATING

HP HORSEPOWER

HWC HOT WATER COIL

IN INCHES

ID INSIDE DIAMETER

IE INVERT ELEVATION

KW KILOWATT

LH LATENT HEAT

LAT LEAVING AIR TEMPERATURE

LWT LEAVING WATER TEMPERATURE

MW MAKE-UP WATER

MAX MAXIMUM

MIN MINIMUM

MA MIXED AIR

MS MOTOR STARTER

MD MOTORIZED DAMPER

MH MOUNTING HEIGHT

(N) NEW

NC NOISE CRITERIA

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

OC ON CENTER

OBD OPPOSED BLADE DAMPER

OA OUTSIDE AIR

OD OUTSIDE DIAMETER

PH PHASE

LBS. POUNDS

PSI POUNDS PER SQUARE INCH

PD PRESSURE DROP

PRV PRESSURE REDUCING VALVE

P PUMP

QTY QUANTITY

REF REFRIGERANT

RL REFRIGERANT LIQUID

RS REFRIGERANT SUCTION

RH RELATIVE HUMIDITY

RLD RELIEF DAMPER

(R) RELOCATE/RELOCATED LOCATION

RET RETURN

RA RETURN AIR

RPM REVOLUTIONS PER MINUTE

R RISE

SEER SEASONAL ENERGY EFFICIENCY RATING

SH SENSIBLE HEAT

SOV SHUT OFF VALVE

SF SQUARE FEET

SP STATIC PRESSURE

SA SUPPLY AIR

T, TEMP TEMPERATURE

TD TEMPERATURE DIFFERENCE

MBH THOUSAND BTU'S PER HOUR

TH TOTAL HEAT

TP TOTAL PRESSURE

UD UNDERCUT DOOR

VAV VARIABLE AIR VOLUME

VEL VELOCITY

V VOLT

VD VOLUME DAMPER (HAND OPERATOR)

WC WATER COLUMN

W WATT

WB WET BULB

W/ WITH

TEE UP ON PIPE

TEMPERATURE SENSOR

TEST PORT (PETE'S PLUG OR EQUAL)

THERMOMETER

VENT TO ATMOSPHERE

WATER METER

Piping Systems

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

HEATING WATER RETURN

HEATING WATER SUPPLY

REFRIGERANT LIQUID

REFRIGERANT SUCTION

Piping Valves

BALANCING VALVE

CHECK VALVE

CONTROL VALVE

GATE VALVE

GLOBE VALVE

PRESSURE REDUCING VALVE

QUARTER TURN VALVE

VALVE, GENERAL

CHILLER, AIR COOLED

CHILLER, WATER COOLED

COOLING TOWER

General

DEMOLISH

EXISTING WORK

NEW WORK

Piping Fittings, Appurtenances and Equipment

AIR SEPARATOR

AUTOMATIC AIR VENT

BACKFLOW PREVENTER

CAP

CONTINUATION

EXPANSION JOINT

EXPANSION LOOP

EXPANSION TANK

FLOW SWITCH

HEAT EXCHANGER

HOSE BIBB

MANUAL AIR VENT

PIPE BELOW GRADE

PIPE DROP

PIPE REMOVED IN DEMOLITION

PIPE RISE

PIPE TO DRAIN

PRESSURE GAUGE WITH COCK

PRESSURE RELIEF VALVE

PRESSURE SENSOR

PUMP

SHOCK ABSORBER

T&P RELIEF VALVE WITH PIPE TO DRAIN

TEE DOWN ON PIPE

Dampers

FIRE DAMPER

FIRE/SMOKE DAMPER

MOTORIZED DAMPER

SMOKE DAMPER

VOLUME DAMPER

Diffusers and Grilles

DIFFUSER OR GRILLE IDENTIFICATION

EXHAUST AIR

RETURN AIR

SUPPLY AIR

Ductwork Fittings

ACOUSTICALLY LINED DUCT (SIZES SHOWN ARE NET INSIDE)

BELLMOUTH

CONCENTRIC SQUARE TO ROUND

CONCENTRIC TRANSITION, RECTANGULAR OR ROUND

ECCENTRIC TRANSITION, RECTANGULAR OR ROUND

FLEXIBLE CONNECTION

MITERED ELBOW WITH TURNING VANES

NON-SYMMETRICAL WYE

RADIUSED ELBOW

RECTANGULAR DUCT DROP

RECTANGULAR DUCT RISER

RECTANGULAR MAIN WITH RECTANGULAR BRANCH

RECTANGULAR MAIN WITH ROUND BRANCH

RECTANGULAR OFFSET LESS THAN 15%%d

RECTANGULAR OFFSET MORE THAN 15%%d

ROUND DUCT DROP

ROUND DUCT RISER

ROUND DUCT WITH ROUND BRANCH

ROUND WYE

SYMMETRICAL WYE

Equipment

Revision: Description : Date :

Az Rp Ra Pz Vbz EZ Voz

NET PEOPLE AREA DEFAULT BREATHING ZONE ZONE

OCCUPIABLE OUTDOOR AIR OUTDOOR AIR OCCUPANT DEFAULT ACTUAL ZONE OUTDOOR AIR OUTDOOR OSA

HVAC FLOOR AREA RATE FLOW RATE DENSITY ZONE ZONE AIRFLOW DISTRIBUTION AIRFLOW PROVIDED

UNIT ROOM (SF) (CFM / PERSON) (CFM/SQ FT) (#/1000SF) POPULATION POPULATION (CFM) EFFECTIVENESS (CFM) (CFM)

ASU-1 CORRIDOR 1,442 0 0.06 0 0 0 87 0.8 108 1,400

ASU-1 LAUNDRY 125 5 0.12 10 2 2 25 0.8 31 50

NOTES:

OUTSIDE AIR VENTILATION SCHEDULE

AVG

HEAT TUBE WATER

CAPACITY LENGTH HEIGHT DIA. TUBE FINS EAT TEMP ENCLOSURE

SYMBOL AREA SERVED MFR MODEL (MBH) (IN) (IN) (IN) ROWS PER FT ( °F) ( °F) TYPE NOTES

FTR-100A FOYER 100 TRANE TYPE AG 6 50 32 65 150 FLOOR MOUNTED

FTR-100B FOYER 100 TRANE TYPE AG 6 50 32 65 150 FLOOR MOUNTED

FTR-106 DOUBLE 106 TOILET TRANE TYPE AG 1.4 26 14 65 150 FLOOR MOUNTED

FTR-107A DOUBLE 107 TRANE TYPE RG 5.3 44 20 65 150 RECESSED

FTR-107B DOUBLE 107 TRANE TYPE RG 5.3 44 20 65 150 RECESSED

FTR-108 DOUBLE 108 TRANE TYPE RG 5.3 44 20 65 150 RECESSED

FTR-109A 1 BED RM 109 TRANE TYPE RG 5.3 44 20 65 150 RECESSED

FTR-109B 1 BED RM 109 TRANE TYPE RG 5.3 44 20 65 150 RECESSED

FTR-110A DOUBLE 110 TRANE TYPE RG 5.3 44 20 65 150 RECESSED

FTR-110B DOUBLE 110 TOILET TRANE TYPE AG 1.4 26 14 65 150 FLOOR MOUNTED

FTR-111 DOUBLE 111 TRANE TYPE RG 5.9 50 20 65 150 RECESSED

FTR-112A DOUBLE 112 TRANE TYPE RG 5.3 44 20 65 150 RECESSED

FTR-112B DOUBLE 112 TRANE TYPE RG 5.3 44 20 65 150 RECESSED

FTR-113 DOUBLE 113 TRANE TYPE RG 5.9 50 20 65 150 RECESSED

FTR-129A ENTRY TRANE TYPE AG 6 50 32 65 150 FLOOR MOUNTED

FTR-129B ENTRY TRANE TYPE AG 6 50 32 65 150 FLOOR MOUNTED

FTR-133 VENDING - CORRIDOR TRANE TYPE AG 6 50 32 65 150 FLOOR MOUNTED

NOTES:

FINNED TUBE SCHEDULEBASIS OF DESIGN

WATER FACE FACE INITIAL FINAL MAX

TOTAL TSP ESP FAN # OF VFD # FLOW VELOCITY APD WPD EFF VEL PD PD WT

SYMBOL AREA SERVED MFR MODEL CFM (IN H2O) (IN H2O) TYPE FANS BHP MHP FRPM (Y/N) ROWS FPI (GPM) (FPM) (IN H2O) (FT H2O) MERV (FPM) (IN H2O) (IN H2O) VOLTS PH FLA MCA MOCP (LBS) NOTES

EAU-1 BASEMENT/1ST FLR TRANE UCCA-08 3500 1.5 1.1 FC 1 2.2 2.75 1800 Y 8 12 40 409 0.62 3.08 13 409 0.167 0.5 460 3 4.8 6.43 15 185 1

NOTES:

1 25% GLYCOL CONCENTRATION.

ENERGY RECOVERY UNIT SCHEDULE - EXHAUSTBASIS OF DESIGN EXHAUST FAN ELECTRICAL

ELECT.

MIN RESIST. WATER FACE FACE INITIAL FINAL MAX

TOTAL OSA TSP ESP FAN # OF VFD HTG # FLOW VELOCITY APD WPD SA SA SA SA EFF VEL PD PD WT

SYMBOL AREA SERVED MFR MODEL CFM CFM (IN H2O) (IN H2O) TYPE FANS BHP MHP FRPM (Y/N) (KW) TYPE ROWS FPI (GPM) (FPM) (IN H2O) (FT H2O) EAT (°F) LAT (°F) EAT (°F) LAT (°F) MERV (FPM) (IN H2O) (IN H2O) VOLTS PH FLA MCA MOCP (LBS) NOTES

ASU-1 BASEMENT/1ST FLR TRANE UCCA-08 3250 3250 1.25 1 FC 1 2.1 2.75 1800 Y 63 RR 8 12 40 431 0.65 7.78 23.2 44 92 75 13 431 0.23 0.6 460 3 4.8 6.43 15 1180 1

NOTES:

1 25% GLYCOL CONCENTRATION.

ENERGY RECOVERY UNIT SCHEDULE - SUPPLYBASIS OF DESIGN SUPPLY FAN HEAT RECOVERY WATER COIL FILTER ELECTRICAL

WINTER SUMMER

LBS RATED FLOW MAX

CAP PER PRESSURE RATE WPD EWT LWT CONN WT

SYMBOL AREA SERVED MFR MODEL (MBH) HOUR PSIG PSIG FLUID (GPM) (FT H2O) ( °F ) ( °F ) SIZE (LBS) NOTES

HX-1 WU DONEY HALL B&G SU 8 9-2 1400 1449 2 2 WATER 144 1.34 180 200 3

NOTES:

SHELL AND TUBE HEAT EXCHANGER SCHEDULE (STEAM TO WATER)BASIS OF DESIGN SHELL (STEAM) TUBE

FLOW FLOW MAX

CAP PLATE PLATE PLATE RATE WPD EWT LWT CONN RATE WPD EWT LWT CONN WT

SYMBOL AREA SERVED MFR MODEL (MBH) MATERIAL QTY THICKNESS FLUID (GPM) (FT H2O) ( °F ) ( °F ) SIZE FLUID (GPM) (FT H2O) ( °F ) ( °F ) SIZE (LBS) NOTES

DWHX-1 WU DONEY HALL B&G BP423-40 780 316L SS 40 0.175 WATER 80.2 4.01 200 180 2 WATER 105 6.27 105 120 2 1

NOTES:

1

PLATE AND FRAME HEAT EXCHANGER SCHEDULEBASIS OF DESIGN HOT SIDE COLD SIDE

FUTURE COLD SIZE TEMPERATURE TO BE 150°F EWT AND 130°F LWT. VERIFY HEAT EXCHANGER CAN ACHIEVE CAPACITIES AT THESE TEMPERATURES.

FLOW MAX

PUMP PUMP IMPELLER FLUID EFF. RATE HEAD WT

SYMBOL AREA SERVED MFR MODEL TYPE SIZE SIZE TYPE RPM % (GPM) (FT. H2O) VOLTS PH BHP MHP (LBS) NOTES

HP-1 (E) WEST ZONE B&G PD38 INLINE 3 5.75 WATER 1725 42 32 17 115 1 0.83 1 150

HP-2 (E) EAST ZONE B&G PD38 INLINE 3 6 WATER 1725 42 39 16 115 1 1.17 1.5 150

HP-3 FIRST FLOOR DORMS B&G BOOSTER 2_IN INLINE 2 3.375 WATER 1725 40 8.7 8 115 1 0.06 1/6 50

(E) HP-4 (E) ZONE A TACO 0013-F3 INLINE - - WATER 3250 - 5.7 24 115 1 - 1/6 - EXISTING

(E) HP-5 (E) ZONE B TACO 0013-F3 INLINE - - WATER 3250 - 7.1 24 115 1 - 1/6 - EXISTING

(E) HP-6 (E) ZONE C TACO 0013-F3 INLINE - - WATER 3250 - 13.1 28 115 1 - 1/6 - EXISTING

HP-7 LOW TEMP PRIMARY LOOP B&G 3AAB INLINE 3 3.625 WATER 1725 57.3 90 8 115 1 0.33 1/2 100

DHWP-1 DHW LOOP B&G 2AAC INLINE 2 3.875 WATER 3450 74.5 105 45 115 1 1.67 2 100

HRP-1 HEAT RECOVERY B&g PD38 INLINE 3 5.75 25% GLYCOL 1725 42 40 10 115 1 1.29 1.5 150

NOTES:

PUMP SCHEDULEBASIS OF DESIGN ELECTRICAL

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Kyle Mechling

2015-0488

M0.01

SCHEDULES-

MECHANICAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

KPM

Revision: Description : Date :

Unoccupied

UnoccupiedUnoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

UnoccupiedUnoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

UnoccupiedUnoccupied

Unoccupied

DEMOLISHEXISTING AHU

(E) 72x60 OSALOUVER

(E) 88x20x72INTAKE PLENUM

12x6150

12x6150

12x6100

12x6100

12x6100

BOOSTERCOIL

24x6350

24x6350

30x121400

14x6300

16x8

18x12

24

x1

2

34

x1

0

9x6150

12x6200

18

x6

12x6

DEMOLISH EXISTINGPLENUM ANDDUCTWORK.

36x10EXHAUSTRISER

20

x6

36

x1

0

12x6200

12x6250

CAP DUCTWORK BELOW SLABAND ABANDON IN PLACE (TYP).

20x12 16x8

16

x8

3

M5.01

FTR64"

8.7MBH

NOT IN CONTRACT.

1

1

CAP DUCTWORKBELOW SLAB ANDABANDON IN PLACE(TYP).

ABANDONIN PLACE

ABANDONIN PLACE

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Kyle Mechling

2015-0488

M1.00

BASEMENTFLOORPLAN -

MECHANICAL-

DEMOLITION

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

KPM

0' 4' 8' 16'

1/8" = 1'-0"

1 BASEMENT FLOOR PLAN - MECHANICAL - DEMOLITION

NORTH

SHEET KEYNOTES1 CAP DUCT WHERE SHOWN. ABANDON DUCT IN PLACE.

Revision: Description : Date :

24x10

24x10

20x10

20x10

14x4170

8"ø

12x4125

14x6270

14x6270

14x6 RA9"ø200

12x4 RA

14x4 RA

12x12 RA

10x10150

10x1022010x10 RA

10"ø

10

8"ø

8"ø

16

x8

16

x8

12x12300

10x10150

10x10200

10x10200

10x10200

10x10 RA

10x10 RA10x10 RA

8"ø

12"ø

9"ø

12

"ø9

12

9"ø

9"ø

8"ø8"ø

9"ø

12

12

"ø1

0"ø

9"ø

DEMOLISH EXISTING RADIANTHEATING SYSTEM IN CEILING.

NOT IN CONTRACT.

DEMOLISH ALL EXISTINGDUCTWORK, PIPING ANDMECHANICAL EQUIPMENT.

FTR56"

6.6 MBH

FTR56"

6.6 MBH

FTR56"

6.6 MBH

FTR56"

6.6 MBH

FTR48"

5.6 MBH

FTR48"

5.6 MBH

FTR48"

5.6 MBH

FTR48"

5.6 MBH

FTR36"

4.8 MBH

FTR56"

9.8 MBH

FTR40"

4.6 MBH

FTR40"

4.6 MBHFTR40"

4.6 MBH

FTR20"

2.6 MBH

FTR64"

9.4MBH

FTR48"

5.6 MBH

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Kyle Mechling

2015-0488

M1.01

FIRSTFLOORPLAN -

MECHANICAL-

DEMOLITION

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

KPM

0' 4' 8' 16'

1/8" = 1'-0"

1 FIRST FLOOR PLAN - MECHANICAL - DEMOLITION

NORTH

Revision: Description : Date :

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

UnoccupiedUnoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

UnoccupiedUnoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

UnoccupiedUnoccupied

Unoccupied Unoccupied

Unoccupied

Unoccupied

UnoccupiedUnoccupied

Unoccupied

(E) 72x60 OSALOUVER

(E) 88x20x72INTAKE PLENUM

12x6150

12x6150

12x6100

12x6100

12x6100

BOOSTERCOIL

24x6350

24x6350

30x121400

14x6300

16x8

18x12

24

x1

2

34

x1

0

9x6150

12x6200

18

x6

12x6

(E) 36x10EXHAUSTRISER

14x6

36

x1

0

12x6200

12x6250

4

M5.01

20x12 16x8

16

x8

FTR64"

8.7MBH

NOT IN CONTRACT.

12x6250

20

x6

20

x6

16x10

12x10

9x6100

ASU-1

1

1

ABANDON IN PLACE

ABANDON IN PLACE

ABANDON IN PLACE

EAU-1

12x12 UP TOLAUNDRY

20x16

20x1614x6

12x14

12x14 EA UP

12x14 SA UP

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Kyle Mechling

2015-0488

M2.00

BASEMENTPLAN -

MECHANICAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

KPM

0' 4' 8' 16'

1/8" = 1'-0"

1 BASEMENT PLAN - MECHANICAL

NORTH

Revision: Description : Date :

W DW D

FEC

FEC

CLOS.

031

DOUBLE

122

DOUBLE

121

DOUBLE

120

SINGLE

115

DOUBLE

117

DOUBLE

116

TRIPLE

119

RR

124

LOUNGE

101

FOYER

100

DOUBLE

111

ENTRY

129

RR

125

SINGLE

114

JAN.

033

STAIRS

DOUBLE

123

CORRIDOR

118

RECYCL.

131

JAN.

126

MECH.

128

LAUNDRY

134

1 BED RM.

106

KITCHEN/ DINING

102

SINGLE

104

DOUBLE

112

DOUBLE

110

DOUBLE

113

DOUBLE

107

1 BED RM.

109

DOUBLE

108

1 BED RM.

105

VENDING

133

BIKES

132

CORR.

103

NOT IN CONTRACT.

FTR-113

FTR-112A

FTR-111

FTR-110A

FTR-109A

FTR-109B

FTR-133

FTR-108

FTR-107A

FTR-129A

FTR-106

100

CEG-1

TYP 4

6x6

4"ø DRYEREXHAUST

100

CEG-1

TYP 4

6x6

100

CEG-1

TYP 3

6x6

12x8

12x8

12x8

12x14

12x6

700

SG-1

TYP 2

12x12

50

CEG-16x6

50

CEG-16x612x6

12x6

(E) 24x14 EA UP

(E) 36x10 EA DN

FTR56"

6.6 MBH

FTR56"

6.6 MBH

FTR56"

6.6 MBH

FTR56"

6.6 MBH

FTR48"

5.6 MBH

FTR48"

5.6 MBH

FTR48"

5.6 MBH

FTR48"

5.6 MBH

FTR36"

4.8 MBH

FTR56"

9.8 MBH

FTR40"

4.6 MBH

FTR40"

4.6 MBH

FTR40"

4.6 MBHFTR48"

5.6 MBH

FTR-110B

12x14 EA DN

14x12SA DN

1

1

1

FTR-100A

12x12 SAFROM BELOW

50

SG-112x12

FTR-129B

FTR-100B

FTR-107B

FTR-112B

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Kyle Mechling

2015-0488

M2.01

FIRSTFLOORPLAN -

MECHANICAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

KPM

0' 4' 8' 16'

1/8" = 1'-0"

1 FIRST FLOOR PLAN - MECHANICAL

NORTH

SHEET KEYNOTES1 DUCT TO BE STAINLESS STEEL AND SLOPE TOWARD OPENING.

2 CAP DUCT WHERE SHOWN. ABANDON DUCT IN PLACE.

Revision: Description : Date :

W DW D

FEC

FEC

CLOS.

031

DOUBLE

122

DOUBLE

121

DOUBLE

120

SINGLE

115

DOUBLE

117

DOUBLE

116

TRIPLE

119

RR

124

LOUNGE

101

FOYER

100

DOUBLE

111

ENTRY

129

RR

125

SINGLE

114

JAN.

033

STAIRS

DOUBLE

123

CORRIDOR

118

RECYCL.

131

JAN.

126

MECH.

128

LAUNDRY

134

1 BED RM.

106

KITCHEN/ DINING

102

SINGLE

104

DOUBLE

112

DOUBLE

110

DOUBLE

113

DOUBLE

107

1 BED RM.

109

DOUBLE

108

1 BED RM.

105

VENDING

133

BIKES

132

CORR.

103

Unoccupied

Unoccupied

STAIRS

STAIRS

NOT IN CONTRACT.

FTR-110A

FTR-111

FTR-109B

FTR-108

FTR-113

FTR-106

FTR-109A

FTR-110B

FTR-100A,B

ASU-1

FTR-133

FTR-112A,B

FTR-107A,B

FTR-129A,B

(E) FTR

(E) FTR

(E) FTR(E) FTR

(E) FTR

(E) FTR

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Kyle Mechling

2015-0488

M3.01

FIRSTFLOORPLAN -

ZONE MAP

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

KPM

0' 4' 8' 16'

1/8" = 1'-0"

1 FIRST FLOOR PLAN - ZONE MAP

NORTH

Revision: Description : Date :

FLEXIBLE DUCT - MAX 5'-0".

CEILING.

DUCT DIA.PLUS 2".

STRAP HANGERSTO STRUCTURE.

NECK WIDTHPLUS 2".

SPIN IN FITTING.

CONNECT AIR INLET OR OUTLET TO PLENUM

PER MANUFACTURER'S INSTRUCTIONS.

VOLUME DAMPER PER

SPECIFICATIONS (NOT

FURNISHED W/SPIN-IN).

SHEET METAL PLENUM WITH

1" FIBERGLASS LINING.

FLEXIBLE DUCT - MAX 5'-0".

CEILING.CONNECT AIR INLET OR OUTLET TO ELBOW

PER MANUFACTURER'S INSTRUCTIONS.

SHEET METAL DUCT.

VOLUME DAMPER PER

SPECIFICATIONS (NOT

FURNISHED W/SPIN-IN).

STRAINER

CHECK VALVE

BALANCINGVALVE

PRESSUREGAUGE

SHUTOFF COCK(TYP.)

TEST PORT(TYP.)

SUPPORT PUMP ATBOTH INLET ANDDISCHARGE. HANGFROM STRUCTUREWITH STEELRODS

UNION(TYP.)

SHUTOFFVALVE (TYP.)

P-_

OD

D

(TYP.).

(4 REQUIRED).

SPRING ISOLATORS

SIDE, FRONT AND REAR.

REQUIRD. PROVIDE ON EACH

SUPPORT FROM STRUCTURE AS

SECONDARY DRAIN PAN.

FLAT FILTER.

FLEXIBLE DUCT

HEATING COIL.

ELECTRIC HTG COIL.(ASU ONLY)

FAN COIL UNIT.

CONNECTION

5

M4.01

NOTE:

FLOW INDICATING

CONNECTIONS.

AS REQUIRED AT COIL

PROVIDE REDUCERS

VENT.

DRAIN VALVE.

COUNTER FLOW AIR

STRAINER.

SUPPLY.

RETURN.

UNION (TYP.).

BALANCING VALVE.

MANUAL AIR

FLEXIBLE PIPE

CONNECTION (TYP.).

SHUT OFF VALVE,

(TYP.).

TWO WAY

CONTROL VALVE.

INSTRUMENT TAP

(TYP.).

SUPPLY

STRAINER DRAIN VALVE UNION (TYP).

AIRFLOW

CO

ILAIR VENT

RETURN

SHUT-OFF VALVE (TYP.)

BALANCING VALVE, TYP.

FLOW INDICATING

CONTROL VALVE

CNC

NO

M

3-WAY

MODULATING

TEST PORT

(TYP.)

M

3-WAY VALVE OPTION.

HWR

HWS

MHWS.

HWR.

DOOR (TYP.).

HINGED ACCESS2-WAY CONTROL VALVE. FLOOR.

UNION (TYP.).

ENCLOSURE.

SHUT-OFF

VALVE.

BALANCING

VALVE.

FP-

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Kyle Mechling

2015-0488

M4.01

DETAILS -MECHANICAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

KPM

Revision: Description : Date :

NO SCALE

1 AIR INLET OR OUTLET SQUARE NECK

NO SCALE

2 AIR INLET OR OUTLET ROUND NECK

NO SCALE

3 IN-LINE PUMP

NO SCALE

4 FAN COIL

NO SCALE

5 HEATING/COOLING WATER COIL 2-WAY VALVE

NO SCALE

6 HEATING WATER COIL 3-WAY VALVE

NO SCALE

7 FINNED PIPE PIPING DIAGRAM

BASEMENT

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

ATTIC

(E) RANGE HOODEXHAUST - ABANDONED (E) GENERAL

EXHAUST

(X) 1ST FLOORGENERAL EXHAUST

(X) ASU-1

1

BASEMENT

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

ATTIC

ROOF

(E) RANGE HOODEXHAUST - ABANDONED

(E) GENERALEXHAUST

EXTERIORROOMS

INTERIORROOMS

HRP-1 ASU-1

SUPPLY UNIT W/

RUN-AROUND HEAT

RECOVERY COIL

EAU-1

EXHAUST UNIT W/

RUN-AROUND HEAT

RECOVERY COIL

NEW KEYNOTES1 CONNECT EXHAUST DUCTWORK TO

DISCHARGE DUCTWORK AFTER

REMOVAL OF EXHAUST FAN.

C

STM

(E)

WE

ST

ZO

NE

(E)

LO

BB

Y Z

ON

E

(E)

EA

ST

ZO

NE

(E)

ZO

NE

C

(E)

ZO

NE

B

(E)

ZO

NE

A

(X) HX-1 (X) HX-2

(X) DHWH-1

(E)

DH

W L

OO

P -

AD

D

(E)

DH

W L

OO

P -

OR

IG

(E) CRU-1

(X) ASU-1PRE-HEAT COIL

(X) ASU-1RE-HEAT COIL

(X) ASU-1RE-HEAT COIL

(E) 4" STM

C

STM

M

2

1

M

(E)

WE

ST

ZO

NE

(E)

LO

BB

Y Z

ON

E(A

BA

ND

ON

)

(E)

EA

ST

ZO

NE

(E)

ZO

NE

C

(E)

ZO

NE

B

(E)

ZO

NE

A

(N)

1S

T F

LR

ZO

NE

(E)

DH

W L

OO

P -

AD

D

(N) HX-1FROM FUTUREBOILER PLANT

(N) DWHX-1

INSTANTANEOUS

780 MBH

(E)

DH

W L

OO

P -

OR

IG

(E) CRU-1

NEW KEYNOTES1 CLOSE VALVES FOR CHANGE OVER

TO FUTURE BOILER PLANT

CONNECTION.

2 REMOVE MASTER MIXING VALVES

AFTER CONNECTION TO FUTURE

BOILER PLANT.

(E) 5.7 GPM

24' HD

(E) (E)

(N) HX-1

1,400 MBH

(N) 105 GPM

45' HD

(E) 7.1 GPM

24' HD

(E) 13.1 GPM

28' HD

(N) 39 GPM

16' HD

(N) 32 GPM

17' HD

(N) 8.7 GPM

8' HD

(N) 90 GPM

8' HD(N

) D

HW

LO

OP

- 1

ST

FL

R

(E)

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Kyle Mechling

2015-0488

M5.01

DIAGRAMS-

MECHANICAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

KPM

NO SCALE

1 AIRFLOW DIAGRAM - DEMOLITION

NO SCALE

2 AIRFLOW DIAGRAM - NEW

NO SCALE

3 HEATING WATER DIAGRAM - DEMOLITION

NO SCALE

4 HEATING WATER DIAGRAM - NEW

Revision: Description : Date :

OREGONOREGONOREGON

06/30/16EXPIRES:

75085PE

ENG INEER

REG

IS

TERED

PROFESSIONAL

JAM

E SR . SA T

TEM

MARCH 11,

2008

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jeffrey Glanville

2015-0488

E0.00

COVERSHEET -

ELECTRICAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

Project Status

Issue Date

Author

Checker

E0.00 COVER SHEET - ELECTRICAL

E0.01 LUMINAIRE SCHEDULE

E1.00 BASEMENT FLOOR PLAN - ELECTRICAL - DEMOLITION

E1.01 FIRST FLOOR PLAN - ELECTRICAL - DEMOLITION

E2.01 FIRST FLOOR PLAN - LIGHTING

E3.00 BASEMENT PLAN - POWER & SIGNAL

E3.01 FIRST FLOOR PLAN - POWER & SIGNAL

E4.01 DETAILS - ELECTRICAL

E5.01 ONE-LINE DIAGRAM - ELECTRICAL

E6.01 SCHEDULES - ELECTRICAL

SHEET INDEX

AbbreviationsAFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AWG AMERICAN WIRE GAUGE

A AMPERES, AMBER

AHJ AUTHORITY HAVING JURISDICTION

AIC AVAILABLE INTERRUPTING CAPACITY

BAS BUILDING AUTOMATION SYSTEM

CAT CATEGORY

CLG CEILING

C CONDUIT

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CU COPPER

dB DECIBEL

(X) DEMOLISH

EMT ELECTRICAL METALLIC TUBING

(E) EXISTING

FACP FIRE ALARM CONTROL PANEL

G, GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT INTERRUPTER

GFP GROUND FAULT PROTECTION

IN INCH, INCHES

KV KILOVOLT

KVA KILOVOLT AMPERES

KW KILOWATT

LED LIGHT EMITTING DIODE

LV LOW VOLTAGE

MOCP MAXIMUM OVERCURRENT PROTECTION

MHz MEGAHERTZ

MCA MINIMUM CIRCUIT AMPS

MISC MISCELLANEOUS

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

(N) NEW

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

PH PHASE

(R) RELOCATE

RFI REQUEST FOR INFORMATION

RM ROOM

SPD SURGE PROTECTION DEVICE

TBB TELECOMMUNICATIONS BONDING BACKBONE

TGB TELECOMMUNICATIONS GROUNDING BUS BAR

TTB TELEPHONE TERMINAL BOARD

TBD TO BE DETERMINED

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

VFD VARIABLE FREQUENCY DRIVE

V VOLTS, VOLTAGE

WP WEATHERPROOF

Switches and ReceptaclesDUPLEX RECEPTACLE (MULTIPLE LETTERS INDICATE MULTIPLEOPTIONS) A = ABOVE COUNTER C = FLUSH CEILING MOUNTED E = EMERGENCY F = ARC FAULT PROTECTED BY BREAKER IN PANEL G = GROUND FAULT CIRCUIT INTERRUPTER S = SPLIT WIRED T = TAMPER RESISTANT SHUTTERED RECEPTACLE U = USB CHARGING W = WEATHERPROOF CONTINUOUS USE COVER, GFCI PROTECTED,WITH WEATHER-RESISTANT RECEPTACLE

DUPLEX RECEPTACLE, FLUSH FLOOR

DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE LIST AT DUPLEXRECEPTACLE FOR OPTIONS

EQUIPMENT ELECTRICAL CONNECTION

SPECIAL PURPOSE RECEPTACLE. LETTER CODE DENOTESRECEPTACLE CONFIGURATION LX-XXR = NEMA CONFIGURATION TWIST-LOCK RECEPTACLE X-XXR = NEMA CONFIGURATION STRAIGHT BLADE RECEPTACLE P = PENDANT MOUNT WITH CORD GRIPS. VERIFY PENDANT LENGTH X = COORDINATE RECEPTACLE CONFIGURATION WITH EQUIPMENTBEING SUPPLIED

CEILING MOUNTED OCCUPANCY SENSOR P = PASSIVE INFRARED D = DUAL TECHNOLOGY U = ULTRASONIC, 360 DEG RANGE H = ULTRASONIC, HALLWAY PATTERN v (LOWERCASE) = VACANCY CONTROL DESIGNATION

WALL MOUNTED OCCUPANCY SENSOR P = PASSIVE INFRARED D = DUAL TECHNOLOGY v (LOWERCASE) = VACANCY CONTROL DESIGNATION

WALL MOUNTED OCCUPANCY SENSOR/SWITCH S = PASSIVE INFRARED WITH INTEGRAL "OFF" SWITCH T = DUAL RELAY PASSIVE INFRARED WITH TWO INTEGRAL "OFF"SWITCHES D = PASSIVE INFRARED WITH INTEGRAL DIMMER TO OFF. v (LOWERCASE) = VACANCY CONTROL DESIGNATION

MULTIPLE CHANNEL SURFACE METAL RECEPTACLE RACEWAY WITHLOW VOLTAGE DIVIDERS, LENGTH AND RECEPTACLES ASINDICATED

SINGLE POLE SWITCH 2 = DOUBLE POLE SWITCH 3 = THREE-WAY SWITCH 4 = FOUR-WAY SWITCH a THRU z (LOWERCASE) = LUMINAIRE CONTROL DESIGNATION D = DIMMER F = FAN SPEED CONTROL K = KEY OPERATED SWITCH L = LIGHTED HANDLE M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD P = SWITCH WITH PILOT LIGHT S = SENTRY SWITCH T = INTERVAL TIMER W = WEATHERPROOF SWITCH V = LOW VOLTAGE SWITCH

Connections / Equipment

COMBINATION ADJUSTABLE FREQUENCY DRIVE WITH SAFETYDISCONNECT SWITCH

HEAVY DUTY FUSED DISCONNECT SWITCH

JUNCTION BOX

MOTOR CONNECTION

NON-FUSED DISCONNECT SWITCH

TRANSFORMER

WALL-MOUNTED JUNCTION BOX

Fire Alarm

FIRE ALARM CONTROL PANEL

General

DETAIL NUMBER AND SHEET LOCATION

EQUIPMENT IDENTIFICATION

KEYED NOTE

DEMOLISH

EXISTING WORK

NEW WORK

Lighting

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

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

RECESSED 2' X 2' LUMINAIRE

RECESSED 2' X 2' LUMINAIRE CONNECTED TO EMERGENCY/LIFESAFETY CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERYCONNECTED TO UNSWITCHED CIRCUIT

RECESSED LUMINAIRE

SURFACE MOUNTED 2' X 2' LUMINAIRE

SURFACE MOUNTED 2' X 2' LUMINAIRE CONNECTED TOEMERGENCY/LIFE SAFETY CIRCUIT OR WITH INTEGRAL EMERGENCYBATTERY CONNECTED TO UNSWITCHED CIRCUIT

SURFACE OR PENDANT MOUNTED 1' X 4' LUMINAIRE

SURFACE OR PENDANT MOUNTED LUMINAIRE

SURFACE OR PENDANT MOUNTED LUMINAIRE CONNECTED TOEMERGENCY/LIFE SAFETY CIRCUIT OR WITH INTEGRAL EMERGENCYBATTERY CONNECTED TO UNSWITCHED CIRCUIT

WALL MOUNTED 6" WIDE LUMINAIRE

WALL MOUNTED LUMINAIRE

MiscellaneousBRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANELWITH CIRCUITS AS NOTED. WIRE SIZE IS #12 AWG MINIMUM UNLESSNOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASECONDUCTORS. LONG TICK MARKS INDICATE NEUTRALCONDUCTORS. A SINGLE CURVED TICK MARK INDICATES INSULATEDGREEN GROUND CONDUCTOR. SECOND CURVED TICK MARKINDICATES "ISOLATED GROUND" (GREEN INSULATION WITH YELLOWSTRIPE) CONDUCTOR.

BRANCH PANEL

FLUSH WALL MOUNTED BRANCH PANEL

GROUNDING POINT

MAIN DISTRIBUTION PANEL / SUB DISTRIBUTION PANEL

Raceways

EXISTING CONDUIT CONCEALED IN WALL OR CEILING SPACE

EXISTING CONDUIT ROUTED BELOW FLOOR / GRADE

CONDUIT/WIRING STUBBED OUT WITH END CAP OR INSULATEDPLASTIC BUSHING

ELECTRICAL SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.

Revision: Description : Date :

Audio/Video

TELEVISION OUTLET, WITH RG-6 CABLE AND 1"C. TOACCESSIBLE CEILING.

Electronic Security

VIDEO SURVEILLANCE CAMERA, REFER TO CAMERA SCHEDULE

WALL MOUNTED ACCESS CONTROL CARD READER

TelecommunicationsALTERNATE COMMUNICATIONS OUTLET (X): A = ABOVE COUNTER WITH (3) CAT6 CABLE(S) TO NEARESTMDF/IDF AND 1"C. TO ACCESSIBLE CEILING SPACE. B = WITH (2) CAT6 CABLE(S) AND (1) RG-6 COAX CABLE TONEAREST MDF/IDF AND 1"C. TO ACCESSIBLE CEILING SPACE.DOUBLE-GANG ADAPTER PLATE REQUIRED. C = SINGLE GANG BOX, FLUSH IN CEILING, MOUNTED TO TILEBRIDGE WITH (2) CAT6 CABLE(S) TO NEAREST MDF/IDF. T = TAMPER RESISTANT WITH (3) CAT6 CABLE(S) TO NEARESTMDF/IDF AND 1"C. TO ACCESSIBLE CEILING SPACE. W= LOCATION FOR FLUSH MOUNT WIRELESS ACCESS POINTOUTLET WITH (2) CAT6 CABLE TO NEAREST MDF/IDF AND 1"C.ACCESSIBLE CEILING SPACE, UON.

STANDARD COMMUNICATIONS OUTLET WITH (3) CAT6 CABLE(S)TO NEAREST MDF/IDF AND 1"C. TO ACCESSIBLE CEILING SPACE.

TECHNOLOGY SYMBOL LIST

UL/IP

RATING BALLAST LAMP(S) MFG/CATALOG # NOTESA RECESSED LED ARCHITECTURAL

TROFFERNOMINAL 2-FOOT SQUARE COLD ROLLED STEEL ACRYLIC DIFFUSER

LENSRECESSED WHITE ELECTRONIC DIMMING

DRIVERNOMINAL 3300 LUMENS, 4000K 29 WATTS LITHONIA 2TL SERIES OR APPROVED

B RECESSED LED DOWNLIGHT NOMINAL 4-INCH APERTURE BY 7-INCH DEEP STEEL CLEAR MATTE-DIFFUSESELF-FLANGEDREFLECTOR

RECESSED ELECTRONIC DIMMINGDRIVER

NOMINAL 1500 LUMENS, 80CRI, 4000K

18 WATTS GOTHAM 4" EVO SERIES OR APPROVED

B1 RECESSED LED DOWNLIGHT WITHLUMINOUS DROP RING

NOMINAL 6-INCH APERTURE BY 7-INCH DEEP STEEL CLEAR MATTE-DIFFUSESELF-FLANGEDREFLECTOR

RECESSED ELECTRONIC DIMMINGDRIVER

NOMINAL 1500 LUMENS, 85CRI, 4000K

10 WATTS GOTHAM 6" EVO SERIES OR APPROVED PROVIDE WITH DROP LUMINOUS RING

C SURFACE MOUNTED LEDWRAPAROUND

NOMINAL 8.625-INCH WIDE BY 2.625-INCH HIGH BY 4-FOOT LONGCOLD ROLLED STEEL HOUSING WITH DIE CAST END PLATES

IMPACT MODIFIEDLINEAR-FACETEDREFRACTOR

SURFACE OR SUSPENDED WHITE ELECTRONIC DRIVER NOMINAL 3195 LUMENS, 80CRI, 4000K

27 WATTS LITHONIA SBL4 SERIES, STL4 SERIES, HEWILLIAMS, OR APPROVED

D LED DECORATIVE PENDANT

F CEILING MOUNTED LED LUMINAIRE NOMINAL 14.5-INCH WIDE BY 4-INCH HIGH DIE-FORM COLDROLLED STEEL HOUSING AND TRIM RING

WHITE ACRYLICDIFFUSER

SURFACE AS SELECTED BYARCHITECT

ELECTRONIC DIMMINGDRIVER

NOMINAL 778 LUMENS, 80 CRI,4000K

13 WATTS TERON LIGHTING NIKE C LED SERIES ORAPPROVED

G RECESSED LED SHOWERDOWNLIGHT

NOMINAL 6-INCH APERTURE BY 8-INCH DEEP STEEL WITHNON-CONDUCTIVE FRONT

IMPACT MODIFIEDREGRESSED ACRYLICFACE PLATE

RECESSED WHITE ELECTRONIC DRIVER NOMINAL 1500 LUMENS, 4000K 38 WATTS GOTHAM 6" EVO SERIES OR APPROVED

H LED VANITY LUMINAIRE NOMINAL 25.25-INCH WIDE BY 5-INCH HIGH BY 4-INCH DEEPSTEEL HOUSING.

WHITE ACRYLICDIFFUSER

WALL MOUNTED SATIN NICKEL ELECTRONIC DRIVER NOMINAL 2800 LUMENS, 3000K 27 WATTS AFX ALGIERS ALV SERIES OR APPROVED

J SURFACE MOUNTED LEDUNDERCABINET

NOMINAL 1.25-INCH WIDE BY 0.50-INCH HIGH by 24.25-INCH LONGALUMINUM HOUSING

CLEAR ACRYLIC SURFACE MOUNTED. COORDINATEWITH ARCHTIECTURAL DETAILS

MATTE WHITE ELECTRONIC DIMMINGDRIVER

NOMINAL 441 LUMENS, 85 CRI,3000K

33 WATTS LITHONIA RAZ24 SERIES, HALO,LIGHTOLIER, HE WILLAIMS OR APPROVED

PROVIDE ALL COMPONENTS FOR HARDWIRE INSTALLATION. POWERSUPPLY/TRANSFORMERS TO BEINSTALLED SO IT IS NOT VISIBLE.

X UNIVERSAL MOUNTED THINPROFILE EXIT SIGN

NOMINAL 12-INCH WIDE BY 8.5-INCH TALL BY 0.5-INCH DEEP DIECAST ALUMINUM HOUSING. CONTRACTOR TO VERIFY BACKBOXREQUIREMENTS DURING ROUGH-IN.

COORDINATE MOUNTING HEIGHTWITH ARCHITECTURAL DRAWINGS

BLACK RED LED NOMINAL 2WATTS

EVENLITE RAZOR SERIES, ISOLITE,PATHWAY, SURE-LITES TPX OR APPROVED

PROVIDE DIRECTIONAL ARROWS ASSHOWN ON DRAWINGS

1

2

3

4

5

6

7

LUMINAIRE SCHEDULE

TYPEDESCRIPTION HOUSING SHIELDING MOUNTING FINISH

INPUTWATTS

NOTES:

THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS.

DIMMING CONTROL PROTOCOL (0-10VDC, LINE VOLTAGE, DALI, ETC.) COMPATIBLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED AND SHOWN ON DRAWINGS.

PROVIDE +/- 12 INCH ADJUSTABILITY IN AIRCRAFT CABLE LENGTH WHERE USED.

COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN.

SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED.

PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND DRIVER INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD.

REMOTE DRIVERS: UL LISTED FOR THEIR APPLICATION. DRIVERS MARKED AS UL RECOGNIZED COMPONENT BUT NOT UL LISTED ARE SUBJECT TO REMOVAL AND REPLACEMENT AT NO COST TO OWNER.

OREGONOREGONOREGON

06/30/16EXPIRES:

75085PE

ENG INEER

REG

IS

TERED

PROFESSIONAL

JAM

E SR . SA T

TEM

MARCH 11,

2008

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jeffrey Glanville

2015-0488

E0.01

LUMINAIRESCHEDULE

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

Project Status

Issue Date

Author

Checker

Revision: Description : Date :

F

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

UnoccupiedUnoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

1

OREGONOREGONOREGON

06/30/16EXPIRES:

75085PE

ENG INEER

REG

IS

TERED

PROFESSIONAL

JAM

E SR . SA T

TEM

MARCH 11,

2008

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jeffrey Glanville

2015-0488

E1.00

BASEMENTFLOORPLAN -

ELECTRICAL-

DEMOLITION

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

Project Status

Issue Date

Author

Checker

Revision: Description : Date :

0' 4' 8' 16'

1/8" = 1'-0"

1 BASEMENT FLOOR PLAN - ELECTRICAL - DEMOLITION

NORTH

SHEET KEYNOTES

1 DEMOLISH CONNECTION TO EXISTING AIR HANDLER UNIT. DEMOLISH ASSOCIATEDDISCONNECT AND DEMOLISH ASSOCIATED FEEDER BACK TO SOURCE.

UP

UP

UP

C

1(E) PANEL 'C'

(E) PANEL '1B'

2

3

(E)(R) (R)

OREGONOREGONOREGON

06/30/16EXPIRES:

75085PE

ENG INEER

REG

IS

TERED

PROFESSIONAL

JAM

E SR . SA T

TEM

MARCH 11,

2008

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jeffrey Glanville

2015-0488

E1.01

FIRSTFLOORPLAN -

ELECTRICAL-

DEMOLITION

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

Project Status

Issue Date

Author

Checker

Revision: Description : Date :

0' 4' 8' 16'

1/8" = 1'-0"

1 FIRST FLOOR PLAN - ELCTRICAL - DEMOLITION

NORTH

GENERAL SHEET NOTES

A. DEMOLISH ALL ELECTRICAL WORK WITHIN AREAS INDICATED, UNLESSNOTED OTHERWISE. PLAN DOES NOT SHOW ALL OF THE DEMOLITIONCONDITIONS. DEMOLITION INCLUDES REMOVAL OF ALL RACEWAYS,CONDUCTORS, COMMUNICATIONS CABLING, LUMINAIRES, DEVICES,EQUIPMENT, ETC. MADE OBSOLETE BY NEW WORK.

SHEET KEYNOTES

1 EXISTING SPACE TO REMAIN, MAINTAIN EQUIPEMENT WITHIN SPACE.

2 EXISTING CARD READER TO BE RELOCATED. INTERCEPT AND EXTEND WIRING TONEW LOCATION SHOWN ON SHEET E3.01.

3 EXISTING EXTERIOR WALL PACK LUMINAIRE TO BE RELOCATED. INTERCEPT ANDEXTEND EXISTING WIRING TO NEW LOCATION SHOWN ON SHEET E2.01.

W DW D

FEC

FEC

SS

SS

CLOS.

031

DOUBLE

122

DOUBLE

121

DOUBLE

120

SINGLE

115

DOUBLE

117

DOUBLE

116

TRIPLE

119

RR

124

LOUNGE

101

FOYER

100

DOUBLE

111

ENTRY

129

RR

125

SINGLE

114

JAN.

033

STAIRS

DOUBLE

123

CORRIDOR

118

RECYCL.

131

JAN.

126

MECH.

128

LAUNDRY

134

1 BED RM.

106

KITCHEN/ DINING

102

SINGLE

104

DOUBLE

112

DOUBLE

110

DOUBLE

113

DOUBLE

107

1 BED RM.

109

DOUBLE

108

1 BED RM.

105

VENDING

133

BIKES

132

CORR.

103

'B'

'B'

'B'

'B'

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1

B1B1

'B'

'B'

'B'

'B'

'B'

'B'

'B'

'B'

'B'

'B'

'B' 'B' 'B'

'B' 'B' 'B'

'C'

'C'

'C'

'B'

'D' 'D' 'D'

'A' 'A'

'A'

'B'

'A'

'A'

'A'

'A'

'A'

'A' 'A'

'F'

'F'

'F'

'F'

'G'

'B'

'H'

'H'

'B'

'G'

'F'

'F'

'B'

'G'

'F'

'F'

'B'

'G'

'H'

'F' 'F'

'F'

'F'

'F'

'B'

'G'

'H'

'H'

'B'

'G'

'G'

'B'

'H''F'

'F'

'F'

'F'

'G'

'B'

'H'

'F' 'F'

'F'

'F'

'F'

'B'

'G'

'H'

'A'

'A'

'A'

'A'

'A'

B1B1

'B'

'G''H'

'X''X'

'B'

'B''B''X'

'X'

'X'

'X'

'X'

'H'

'X'

'F'

(E)1

OREGONOREGONOREGON

06/30/16EXPIRES:

75085PE

ENG INEER

REG

IS

TERED

PROFESSIONAL

JAM

E SR . SA T

TEM

MARCH 11,

2008

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jeffrey Glanville

2015-0488

E2.01

FIRSTFLOORPLAN -

LIGHTING

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

Project Status

Issue Date

Author

Checker

Revision: Description : Date :

0' 4' 8' 16'

1/8" = 1'-0"

1 FIRST FLOOR PLAN - LIGHTINGNORTH

SHEET KEYNOTES

1 NEW LOCATION OF RELOCATED WALL PACK LUMINAIRE.

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

UnoccupiedUnoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

Unoccupied

(E) 800A DISCONNECT SERVING 'SDP-001'

(E) SDP-001

(E) MAIN DISTRIBUTION BOARD

(E) PANEL 'B-A'

(E) WALL MOUNTEDIT RACK

(E) FACP

EF-1 ASU-1

OREGONOREGONOREGON

06/30/16EXPIRES:

75085PE

ENG INEER

REG

IS

TERED

PROFESSIONAL

JAM

E SR . SA T

TEM

MARCH 11,

2008

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jeffrey Glanville

2015-0488

E3.00

BASEMENTPLAN -

POWER &SIGNAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

Project Status

Issue Date

Author

Checker

Revision: Description : Date :

0' 4' 8' 16'

1/8" = 1'-0"

1 BASEMENT PLAN - POWER & SIGNAL

NORTH

W DW D

FEC

FEC

TV

C

C

SC

SC

CLOS.

031

DOUBLE

122

DOUBLE

121

DOUBLE

120

SINGLE

115

DOUBLE

117

DOUBLE

116

TRIPLE

119

RR

124

LOUNGE

101

FOYER

100

DOUBLE

111

ENTRY

129

RR

125

SINGLE

114

JAN.

033

STAIRS

DOUBLE

123

CORRIDOR

118

RECYCL.

131

JAN.

126

MECH.

128

LAUNDRY

134

1 BED RM.

106

KITCHEN/ DINING

102

SINGLE

104

DOUBLE

112

DOUBLE

110

DOUBLE

113

DOUBLE

107

1 BED RM.

109

DOUBLE

108

1 BED RM.

105

VENDING

133

BIKES

132

CORR.

103

(N) PANEL 'D'

A

A

AG

AG

AG

AG

AG

AG

AG

1+72"

+66"

+66"

U

U

AG

AG

AG

AG

AG

AG

AG

AG

UU

U

U

2 TYP OF 2

AG

AG

AG

AG

AG

AG

AG

AG

U

U

U

U

U

U

U

U

U U

U

U

U

U

U

U

U

U

U

U

U

U

U

U

U

U

U

U

U

U

U

UU

3 4 TYPTYP

U U

U

U

U

U

W

W

W

W

5

OREGONOREGONOREGON

06/30/16EXPIRES:

75085PE

ENG INEER

REG

IS

TERED

PROFESSIONAL

JAM

E SR . SA T

TEM

MARCH 11,

2008

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jeffrey Glanville

2015-0488

E3.01

FIRSTFLOORPLAN -

POWER &SIGNAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

Project Status

Issue Date

Author

Checker

Revision: Description : Date :

0' 4' 8' 16'

1/8" = 1'-0"

1 FIRST FLOOR PLAN - POWER & SIGNAL

NORTH

SHEET KEYNOTES

1 PROVIDE CONNECTION TO RANGE EXHAUST HOOD.

2 MOUNT DUPLEX RECEPTACLE IN KICKSPACE OF CASEWORK. COORDINATEWITH CASEWORK PROVIDER PRIOR TO ROUGH-IN.

3 PROVIDE CONNECTION TO UNDERCOUNTER REFRIGERATOR.

4 PROVIDE CONNECTION TO RANGE.

5 NEW LOCATION OF EXISTING CARD READER.

OREGONOREGONOREGON

06/30/16EXPIRES:

75085PE

ENG INEER

REG

IS

TERED

PROFESSIONAL

JAM

E SR . SA T

TEM

MARCH 11,

2008

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jeffrey Glanville

2015-0488

E4.01

DETAILS -ELECTRICAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

Project Status

Issue Date

Author

Checker

Revision: Description : Date :

ROOF

THIRD FLOOR

SECOND FLOOR

BASEMENT

FIRST FLOOR

208Y/120 VOLT, 3 PHASE, 4 WIRE

1000 AMP BUS

(E) SUB DISTRIBUTION I-LINE BOARD (SDP-001)

(E) 800A ENCLOSEDCIRCUIT BREAKER

(E) MAINDISTRIBUTIONBOARD

40A

3P

40A

3P

50A

3P

70A

3P

70A

3P

70A

3P

70A

3P

70A

3P

100A

3P

50A

3P

100A

3P

100A

3P

100A

3P

100A

3P

100A

3P

100A

3P

100A

3P

PANEL'BA'

(E)

PANEL'1A'

(E)

PANEL'1C'

(E)

PANEL'2C'

(E)

PANEL'3C'

(E)

PANEL'1B'

(E)

PANEL'M'

(E)

PANEL'2B'

(E)

PANEL'3B'

(E)

PANEL'BB'

(E)

PANEL'1D'

(E)

PANEL'2D'

(E)

PANEL'3D'

(E)

SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE

225A

3P

PANEL'1F'

(N)

PANEL'1F'

(N)

1

----2254

2 2 2 2 2 2 2 2

OREGONOREGONOREGON

06/30/16EXPIRES:

75085PE

ENG INEER

REG

IS

TERED

PROFESSIONAL

JAM

E SR . SA T

TEM

MARCH 11,

2008

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jeffrey Glanville

2015-0488

E5.01

ONE-LINEDIAGRAM -

ELECTRICAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

Project Status

Issue Date

Author

Checker

FEEDER SCHEDULEA,C,S,X A=Aluminum

C-Conduit onlyS=Service secondaryX=Separately derived system

SHEET KEYNOTES1 PROVIDE NEW 225A/3P BREAKER IN EXISTING SPACE. BREAKER TO MATCH

EXISTING MANUFACTURER AND AIC RATING. PROVIDE NEW LABEL TO READ 'PANEL1F'.

2 REPLACE EXISTING LABEL AT BREAKER. NEW LABEL TO READ 'SPARE'.

Revision: Description : Date :

ASU-1 ENERGY RECOVERY UNIT BASEMENT 208/3

EF-1 EXHAUST FAN BASEMENT 208/3

GENERAL MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES

A.

B. MOCP = MAXIMUM OVER CURRENT PROTECTION

MCA = MINIMUM CIRCUIT AMPACITY

C.

MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES

1

2

WIRE / CONDUIT SCHEDULE

MECHANICAL EQUIPMENT CONNECTION SCHEDULE

ITEM DESCRIPTION LOCATIONVOLTS /PHASE LOAD MCA MOCP

WIRE /CONDUIT CIRCUIT NOTES

THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. ACTUAL MANUFACTURER FOR EQUIPMENT MAY BE DIFFERENT.COORDINATE WITH MECHANICAL EQUIPMENT SUBMITTALS FOR LOADS AND OVER CURRENT PROTECTION REQUIREMENTSPRIOR TO INSTALLATION OF WIRING.

PROVIDE DISCONNECTING MEANS FOR EACH ITEM OF EQUIPMENT LISTED IN THE SCHEDULE ABOVE, EXCEPT AS SPECIFICALLYNOTED OTHERWISE IN SCHEDULE NOTES, BELOW.

SEE ONE LINE POWER DIAGRAM FOR FEEDER SIZE.

INTERLOCK WITH HOOD EXHAUST.

OREGONOREGONOREGON

06/30/16EXPIRES:

75085PE

ENG INEER

REG

IS

TERED

PROFESSIONAL

JAM

E SR . SA T

TEM

MARCH 11,

2008

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jeffrey Glanville

2015-0488

E6.01

SCHEDULES-

ELECTRICAL

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

Project Status

Issue Date

Author

Checker

Revision: Description : Date :

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TER ESSIONA

L

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jerry Atienza

2015-0488

P0.00

COVERSHEET -

PLUMBING

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

JRM

P0.00 COVER SHEET - PLUMBING

P0.01 SCHEDULES - PLUMBING

P1.00 BASEMENT FLOOR PLAN - PLUMBING - DEMOLITION

P1.01 FIRST FLOOR PLAN - PLUMBING - DEMOLITION

P2.00 BASEMENT PLAN - PLUMBING

P2.01 FIRST FLOOR PLAN - PLUMBING

GENERAL PLUMBING NOTES

SHEET INDEX

PLUMBING SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.

T&P RELIEF VALVE WITH PIPE TO DRAIN

TEE DOWN ON PIPE

TEE UP ON PIPE

VENT THROUGH ROOF

WALL CLEANOUT

Piping Systems

COLD WATER PIPING

CONDENSATE / INDIRECT DRAIN PIPING

HOT WATER PIPING

HOT WATER RETURN PIPING

NATURAL GAS PIPING, 2 LB

NATURAL GAS PIPING, 7" WC PRESSURE

OVERFLOW DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR

SANITARY VENT PIPING

SANITARY WASTE OR SOIL PIPING ABOVE GRADE OR FINISHEDFLOOR

SANITARY WASTE OR SOIL PIPING BELOW GRADE OR FINISHEDFLOOR

STORM DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR

STORM DRAIN PIPING BELOW GRADE OR FINISHED FLOOR

TRAP PRIMER PIPING

Valves

BACKFLOW PREVENTER

CHECK VALVE

SHUTOFF VALVE, GENERAL

General

CONTINUATION

EQUIPMENT IDENTIFICATION

EXTENT OF DEMOLITION

FIXTURE TAG (LEVEL BELOW FIXTURE)

KEYED NOTE

POINT OF CONNECTION

DEMOLISH

EXISTING WORK

NEW WORK

PIPE OR CONDUIT BELOW GRADE

Piping Fittings

ACCESS PANEL

AQUASTAT

BLIND FLANGE

CAP

CLEANOUT TO GRADE

CONCENTRIC REDUCER

DOWNSPOUT NOZZLE

ECCENTRIC REDUCER

FLOOR CLEANOUT

FLOOR DRAIN

FLOOR SINK

FLOW DIRECTION

HOSE BIBB / WALL HYDRANT

OVERFLOW ROOF DRAIN

PIPE DROP

PIPE RISE

PUMP

ROOF DRAIN

SHOCK ABSORBER / WATER HAMMER ARRESTOR

STRAINER

Abbreviations(A) ABANDON IN PLACE

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

& AND

A AQUASTAT, ARCHITECT, ANCHOR, AMPHERE

@ AT

BFP BACKFLOW PREVENTER

BFF BELOW FINISHED FLOOR

BTUH BRITISH THERMAL UNITS PER HOUR

BLDG BUILDING

CV CHECK VALVE

CO CLEANOUT

CW COLD WATER

CD CONDENSATE DRAIN

CONT. CONTINUATION

CFH CUBIC FEET PER HOUR

CFS CUBIC FEET PER SECOND

(X) DEMOLISH

DW DISHWASHER, DOMESTIC WATER

DET DOMESTIC EXPANSION TANK

DCVA DOUBLE CHECK VALVE ASSEMBLY

DN DOWN

DS DOWNSPOUT

DSN DOWNSPOUT NOZZLE

D DRAIN

DFU DRAINAGE FIXTURE UNIT

DWV DRAINAGE, WASTE AND VENT

DF DRINKING FOUNTAIN

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

(E) EXISTING

FT FEET

FFE FINISHED FLOOR ELEVATION

F FIRE, FAHRENHEIT

FL FLOOR

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FV FLUSH VALVE

' FOOT, FEET

(F) FUTURE

GPM GALLONS PER MINUTE

GWH GAS WATER HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HZ HERTZ

HB HOSE BIBB

HW HOT WATER

HWFU HOT WATER FIXTURE UNIT

HWR HOT WATER RETURN

IN, " INCHES

IW INDIRECT WASTE

INV INVERT ELEVATION

L LAVATORY

MIN MINIMUM

MX MIXING VALVE

MS MOP SINK

(N) NEW

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

# NUMBER

NO. NUMBER

OD OVERFLOW DRAIN, OUTSIDE DIAMETER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

PLBG PLUMBING

P PLUMBING, PUMP

POC POINT OF CONNECTION

PSI POUNDS PER SQUARE INCH

PD PRESSURE DROP, PLUMBING DEMOLITION, PUMPED DISCHARGE

PRV PRESSURE REDUCING VALVE

QTY QUANTITY

RWL RAINWATER LEADER

RPBP REDUCED PRESSURE BACKFLOW PREVENTER

(R) RELOCATE / RELOCATED LOCATION

RD ROOF DRAIN

SAN SANITARY

SB SERVICE BOX

SHT SHEET

SA SHOCK ARRESTOR

SOV SHUT OFF VALVE

S, SK SINK

SF SQUARE FEET

SD STORM DRAIN

SP SUMP PUMP, STATIC PRESSURE

TEMP TEMPERATURE

TP TRAP PRIMER, TOTAL PRESSURE

TYP TYPICAL

U, UR URINAL

V VACUUM, VENT, VOLT

VTR VENT THRU ROOF

WCO WALL CLEANOUT

W WASTE

WC WATER COLUMN, WATER CLOSET

WHA WATER HAMMER ARRESTOR

WH WATER HEATER, WALL HYDRANT

WSFU WATER SUPPLY FIXTURE UNIT

W/ WITH

A. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTOF WORK.

Revision: Description : Date :

SYMBOL FIXTURE TYPE DESCRIPTION MFR MODEL ACCESSORIES W V CW HW NOTESLAV-1 LAVATORY COUNTER MOUNTED, VITREOUS

CHINA, 3-HOLE PUNCH, 4-INCHCENTERS, OVAL, FRONT OVERFLOW

AMERICANSTANDARD

0476.028 RESIDENTIAL FAUCET (SINGLE LEVERHANDLE): RELIANT 3 7385.000 W/ POP-UPDRAIN

1-1/2" 1-1/2" 1/2" 1/2"

L-1 LAUNDRY SINK FLOOR MOUNTED, ONE PIECEMOLDED STRUCTURALTHERMOPLASTIC RESIN, STEELLEGS, 20-INCHES X 24-INCHES X 14INCHES DEEP

MUSTEE 19F LAUNDRY FAUCET 1-1/2" 1-1/2" 1/2" 1/2"

KS-1 SINK COUNTERTOP, SINGLECOMPARTMENT, 18 GAUGESTAINLESS STEEL

2" 1-1/2" 1/2" 1/2"

KS-2 SINK COUNTERTOP, DOUBLECOMPARTMENT, 18 GAUGESTAINLESS STEEL

2" 1-1/2" 1/2" 1/2"

SH-1 SHOWER 2" 1-1/2" 1/2" 1/2"

SH-2 SHOWER ADA 2" 1-1/2" 1/2" 1/2"

WC-1 WATER CLOSET TANK TYPE, VITREOUS CHINA,STANDARD HEIGHT, ELONGATED, 1.6GPF

AMERICANSTANDARD

3" 2" 1/2" --

WC-2 WATER CLOSET TANK TYPE, VITREOUS CHINA,BARRIER FREE HEIGHT, ELONGATED,1.6 GPF

AMERICANSTANDARD

3" 2" 1/2" --

WB-1 WASHING MACHINEOUTLET BOX

ABS BOX/FRAME, NO-LEAD VALVESWITH WATER HAMMER ARRESTORS,1/2" FEMALE SWEAT CONNECTIONS

SIOUX CHIEF 696-G2313MF 2" 1-1/2" 1/2" 1/2"

NOTES:

1

*

PLUMBING FIXTURE SCHEDULEBASIS OF DESIGN CONNECTION

SEE ARCHITECTURAL DRAWINGS FOR ALL FIXTURE MOUNTING HEIGHTS AND LOCATIONS.

UNLESS NOTED OTHERWISE ON DRAWINGS

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jerry Atienza

2015-0488

P0.01

SCHEDULES-

PLUMBING

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

JRM

Revision: Description : Date :

EXISTING HOT WATERSTORAGE TANK

2-1/2" CW, 1-1/4" HW,& 3/4" HWR UP IN CHASE

2-1/2" CW UP TO KITCHEN,2ND & 4RD FLOOR FIREHOSE CABINET

4" RD

RD

RD

2"

RD

RD

RD

1-1/2" CW1-1/2" HW3/4" HWR

3" SAN

3" SAN

4" SAN

3/4" CW3/4" HW

1/2"

CO

4" RD@ CLG

2" CW3" W3/4" HW

3" V UP

2" RD UP

2"

3"

3/4

"1

1/2

"

2"

4"

2 1/2"

2 1/2"

3/4

"1

"1

"

4" SAN

3/4" CW UP

1/2" CW UP

1/2" HW UP

3/4" HW UP

3" RD UP

1/2"

1/2" CW UP

1/2" CW UP

4" W UP

3" RD UP

3" DS

2" DS

HB

3/4

"

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jerry Atienza

2015-0488

P1.00

BASEMENTFLOORPLAN -

PLUMBING-

DEMOLITION

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

JRM

0' 4' 8' 16'

1/8" = 1'-0"

1 BASEMENT LEVEL DEMOLITION - DEMO PLUMBING PLAN

NORTH

Revision: Description : Date :

SHEET KEYNOTES1 REMOVE EXISTING PLUMBING FIXTURE AND ALL RELATED WASTE, VENT

AND WATER PIPING. CAP ALL PIPING AT MAINS. PATCH WALL AND FLOORAS REQUIRED TO MATCH EXISTING.

3" RD UP

3" W UP

3" RD DN

3" W DN

4" V UP/DN

2" V

2" VTR

2" VTR

2" VTR

2" V DN

3" RD DN

1

1

1

1

(E)WC

(E)LAV

(E)SH

(E)LAV

(E)LAV

(E)WC

(E)LAV

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jerry Atienza

2015-0488

P1.01

FIRSTFLOORPLAN -

PLUMBING-

DEMOLITION

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

JRM

0' 4' 8' 16'

1/8" = 1'-0"

1 FIRST FLOOR PLAN - PLUMBING - DEMOLITION

NORTH

Revision: Description : Date :

SHEET KEYNOTES1 REMOVE EXISTING PLUMBING FIXTURE AND ALL RELATED WASTE, VENT

AND WATER PIPING. CAP ALL PIPING AT MAINS. PATCH WALL AND FLOORAS REQUIRED TO MATCH EXISTING.

EXISTING HOT WATERSTORAGE TANK

(E)2-1/2" CW, (E)1-1/4" HW,& (E)3/4" HWR UP IN CHASE

(E)2-1/2" CW UP TO KITCHEN,2ND & 4RD FLOOR FIREHOSE CABINET

4" RD

RD

RD

2"

RD

RD

RD

1-1/2" CW1-1/2" HW3/4" HWR

3" SAN

3" SAN

(E)4" SAN

CO

4" RD@ CLG

(E)2" CW(E)3" W(E)3/4" HW

(E)3" V UP

(E)2" RD UP

(E)4" SAN

(E)4" W UP

(E)3" RD UP

(E)3" DS

(E)2" DS

(E)HB

3/4

"

(E)WC

(E)WC

(E)UR

(E)WC

(E)LAV

WC

KS

SH

LAV

WC

KS

SH

LAV

SHWC

KS

LAV

LAV

SHWC

KS

MS

LAV

SH WC

KS

WC

KS

SH

LAV

LAV

SH

WC

KS

WC

KSSH

LAV

WBWB

L

KS LAV

SH

WC

KSLAV

WC

SH

KS

(E)WC

(E)LAV

(E)LAV

(E)UR

(E)UR

3/4" CW3/4" HW

3/4" CW3/4" HW

3/4" CW3/4" HW

1" CW1" HW

1/2" CW

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jerry Atienza

2015-0488

P2.00

BASEMENTPLAN -

PLUMBING

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

JRM

0' 4' 8' 16'

1/8" = 1'-0"

1 BASEMENT LEVEL PLUMBING PLAN

NORTH

Revision: Description : Date :

W DW D

FEC

FEC

CLOS.

031

DOUBLE

122

DOUBLE

121

DOUBLE

120

SINGLE

115

DOUBLE

117

DOUBLE

116

TRIPLE

119

RR

124

LOUNGE

101

FOYER

100

DOUBLE

111

ENTRY

129

RR

125

SINGLE

114

JAN.

033

STAIRS

DOUBLE

123

CORRIDOR

118

RECYCL.

131

JAN.

126

MECH.

128

LAUNDRY

134

1 BED RM.

106

KITCHEN/ DINING

102

SINGLE

104

DOUBLE

112

DOUBLE

110

DOUBLE

113

DOUBLE

107

1 BED RM.

109

DOUBLE

108

1 BED RM.

105

VENDING

133

BIKES

132

CORR.

103

KS-1

WC-1

LAV-1

SH-1

KS-1

WC-1

LAV-1

SH-1

KS-1

KS-1

WC-2

LAV-1

SH-2WB-1 WB-1

WC-1

LAV-1

SH-1KS-2

KS-1

WC-1

LAV-1

SH-1

MS-1

KS-1

WC-2

LAV-1

SH-2

KS-1

WC-1

LAV-1

SH-1

KS-1

WC-1

LAV-1

SH-1

KS-1

WC-1

LAV-1

SH-1

KS-1SH-1

LAV-1

WC-1

L-1(E)WC

(E)LAV

(E)SH

(E)LAV

(E)LAV

(E)WC

(E)LAV

2" VTR

2" VTR

2" VTR

2" V DN

OREGONOREGONOREGON

12/31/16EXPIRES:

13334

JULY 17,1986JOHN R.McMICHAEL

ENG INEER

REGIS

TERED

PROFESSIONAL

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

100 SW Main St.

Suite 1600

Portland, OR 97204

503.382.2266

503.382.2262

STRUCTURALCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

MECHANICAL, ELECTRICAL & PLUMBINGCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Issue:

Date:

Drawn By:

Checked By:

PR

ELI

MIN

AR

Y5

00 L

ibert

y S

tree

t S

E, S

uite

10

0 /

Sa

lem

, O

reg

on 9

73

02

Ph

: 5

03.4

80

.87

00

/ F

x:

50

3.4

80

.87

01

INTERIOR DESIGNCOMPANY NAMESTREET ADDRESSCITY, STATE, ZIPPH: (000) 000-0000 / FX: (000) 000-0000

Jerry Atienza

2015-0488

P2.01

FIRSTFLOORPLAN -

PLUMBING

WIL

LA

ME

TT

E U

NIV

ER

SIT

YD

ON

EY

HA

LL

900 S

tate

Str

eet,

Sale

m, O

reg

on

97301

DESIGN DEVELOPMENT

FEBRUARY 22, 2016

IEI

JRM

0' 4' 8' 16'

1/8" = 1'-0"

1 FIRST FLOOR PLAN - PLUMBINGNORTH

Revision: Description : Date :