das executive building lobby · the contractor shall patch and repair elements to match exiting...

DAS WEST (EXECUTIVE)STEVE PONCE155 COTTAGE ST NESALEM, OREGON 97301P: 503.510.2980CONTACT: STEVE PONCE

ARCHITECTHENNEBERY EDDY ARCHITECTS, INC921 SW WASHINGTON STREET, SUITE 250PORTLAND, OREGON 97205P: 503.227.1257F: 503.227.4920CONTACT: DAN PETRESCU

PROJECT DIRECTORY

ELECTRICALFLUENT ENGINEERING2110 STATE ST.SALEM, ORP: 971.239.5319CONTACT: MATT CASH

MECHANICALSYSTEMS WEST ENGINEERS411 HIGH ST.EUGENE, ORP: 541.342.7210CONTACT: TYSON OLEMAN

@ACTADAAFFCJCLRCMUCONCCONTDEMODIADIMDNDS(E)EAEJELECELEVEQEQUIPEWFDFFFOGAGALVGYP BDHRHSSHVACMAXMECHMFRMINN/ANICNO.NTSOCOFCIOFOIOPHPLAMPLPRPTROSFSIMT&GTGT.O.TYPUONVIFW/W/O

ABBREVIATIONSATACOUSTICAL CEILING TILEAMERICANS WITH DISABILITIES ACTABOVE FINISH FLOORCONTROL JOINTCLEARCONCRETE MASONRY UNITCONCRETECONTINUOUSDEMOLISH/DEMOLITIONDIAMETERDIMENSIONDOWNDOWNSPOUTEXISTINGEACHEXPANSION JOINTELECTRICALELEVATIONEQUALEQUIPMENTEACH WAYFLOOR DRAINFINISH FLOORFACE OFGAUGEGALVANIZEDGYPSUM BOARDHOURHOLLOW STRUCTURAL SECTIONHEATING, VENTILATING, AIR CONDITIONINGMAXIMUMMECHANICALMANUFACTURERMINIMUMNOT APPLICABLENOT IN CONTRACTNUMBERNOT TO SCALEON CENTEROWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLEDOPPOSITE HANDPLASTIC LAMINATEPLATEPAIRPRESSURE/PRESERVATIVE TREATEDROUGH OPENINGSQUARE FEETSIMILARTONGUE AND GROOVETEMPERED GLASSTOP OFTYPICALUNLESS OTHERWISE NOTEDVERIFY IN FIELDWITHWITHOUT

1

A301 BUILDING EXTERIOR ELEVATION

1 ADDENDUM REVISION NUMBER

101A

DOOR TAG

100

500 SF

ROOM NAME

ROOM TAG

ROOM TYPE(B)

500 SF1 OCC / 500

1 OCC

OCCUPANCY TAG

1

A701 BUILDING INTERIOR ELEVATION

1A401 BUILDING SECTION

1A402 WALL SECTION

1A501 DETAIL/ENLARGED PLAN

REFERENCE

1A501 DETAIL REFERENCE

X WINDOW TYPE

FIRST FLOOR

100' - 0"ELEVATION/SECTION DATUM HEIGHT

DATUM HEIGHT10' - 0"

WORK POINT

NORTH ARROW

A BUILDING GRID DESIGNATION

10' - 0" CEILING HEIGHT (AFF) TAG

C2.4A^ PARTITION TYPE TAG

TRUE NORTH

ELEVATION NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

REVISION AREA

ROOM NUMBER

DOOR NUMBER

ROOM AREA

ROOM NAMEOCCUPANCY CLASSIFICATION

CEILING HEIGHT ABOVEFINISHED FLOOR

PARTITION TYPE

FRAMING SIZEACOUSTICAL REQUIREMENTSFIRE RATING / PARTITION HEIGHT

TAG LEGENDNOT ALL TAGS MAY BE USED

SQUARE FOOTAGEOCCUPANCY LOAD FACTORNUMBER OF OCCUPANTS

INTERIOR IMPROVEMENT FOR THE EXISTING LOBBY ON THE SECOND FLOOR OF THE DAS EXECUTIVE BUILDING. (NOTE THAT FLOORS 1 AND 2 BOTH HAVE ACCESS TO EXTERIOR PUBLIC WAY). IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO MINOR NON-STRUCTURAL DEMOLITION WORK, MECHANICAL MODIFICATIONS, FIRE ALARM AND SPRINKLER MODIFICATIONS, RELOCATION OF DOORS AND RELITES, NEW DOORS AND RELITES, NON-STRUCTURAL PARTITIONS, RECEPTION DESK CASEWORK, CARPET, SUSPENDED GYPSUMBOARD CEILING, ACT CEILING AND LIGHTING.

NO STRUCTURAL WORK.NO CHANGE OF OCCUPANCY.NO EXTERIOR OR SITE WORK.

THIS PERMIT APPLICATION INCLUDES TENANT OCCUPANCY.

PROJECT DESCRIPTION

FOR APPLICABLE CODES AND STANDARDS REFER TO SHEET AG01 & AG02

ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE OF OREGON 2014 STRUCTURAL SPECIALTY CODE; FEDERAL, CITY AND COUNTY ORDINANCES; AND APPLICABLE, HEALTH, PLUMBING, MECHANICAL, FIRE AND ELECTRICAL CODES.

CONFIRM ALL NEW AND EXISTING CONDITIONS WITH THE CONTRACT DOCUMENTS. NOTIFY ARCHITECT IMMEDIATELY IN WRITING OF ALL DISCREPANCIES OR CONFLICTS. DO NOT PROCEED WITH WORK IN THE AREA OF DISCREPANCY OR CONFLICT UNTIL DIRECTION IS GIVEN BY ARCHITECT. IF CONTRACTOR PROCEEDS WITHOUT DIRECTION FROM ARCHITECT, IT SHALL BE AT CONTRACTORS RISK AND CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CORRECTIVE ACTION.

REVIEW THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF SYSTEMS SHOWN ON CONSULTING ENGINEER’S DOCUMENTS. DISCREPANCIES BETWEEN THE ARCHITECTURAL AND CONSULTING ENGINEER’S DOCUMENTS SHALL BE BROUGHT TO ARCHITECTS ATTENTION FOR DIRECTION. CONSTRUCTION INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY CONTRACTOR AT NO EXPENSE TO THE OWNER.

THE CONTRACTOR SHALL ESTABLISH CLEAR UNDERSTANDING REQUIREMENTS OF THE PROJECT, SYSTEMS AND THEIR COMPONENTS PRIOR TO ORDERING MATERIALS.

THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SUPPORT AND PROTECTION AS REQUIRED.

THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH THE OWNER'S REQUIREMENTS.

THE CONTRACTOR SHALL PROVIDE FOR DUST CONTROL THROUGHOUT AND SHALL PROVIDE TEMPORARY MEASURES TO VENTILATE AREAS DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION, AND SHALL ERADICATE THE BUILD-UP OF FUMES FROM FINISH MATERIALS AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL MAINTAIN SIX (6) AIR EXCHANGES PER HOUR UNLESS MORE STRINGENT OSHA, STATE OR LOCAL STANDARDS ARE TO BE ADHERED TO.

THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER AND OWNER PROVIDED CONTRACTORS, IF ANY, AS REQUIRED TO IMPLEMENT THE SCOPE OF WORK.

THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR LOCATING, IDENTIFYING, OR SPECIFYING MEANS OF REMOVAL OF ANY HAZARDOUS MATERIALS. HAZARDOUS MATERIAL TESTING SHALL BE COMPLETED BY OWNER CONTRACTED CONSULTANT.

IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, HENNEBERY EDDY ARCHITECTS, INC. ISSUES, EXPRESSES OR IMPLIES NO WARRANTIES OR CERTIFICATIONS.

COORDINATE FLOOR, WALL AND CEILING FIRE RATINGS WITH CODE COMPLIANCE SHEETS. ALL PENETRATIONS THROUGH RATED ASSEMBLIES TO BE SEALED WITH AN APPROPRIATE FIRESTOP SYSTEM WITH AN EQUAL OR GREATER RATING THAN THE PENETRATED ASSEMBLY.

INFORMATION RELATING TO THE EXISTING BUILDING IS BASED ON OWNER PROVIDED DOCUMENTS AND LIMITED FIELD MEASUREMENTS. ACTUAL CONDITIONS MAY VARY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND PROCUREMENT OF MATERIALS OR ITEMS.

SYSTEMS AND CONDITIONS HIDDEN FROM VIEW ARE BASED ON OWNER PROVIDED DOCUMENTS, HAVE NOT BEEN VERIFIED BY THE ARCHITECT, AND ARE PROVIDED FOR REFERENCE PURPOSES ONLY. ALL SYSTEMS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR.

THE CONTRACTOR SHALL PATCH AND REPAIR ELEMENTS TO MATCH EXITING ADJACENT CONDITIONS WHERE ITEMS WERE REMOVED AND IN AREAS DAMAGED DURING DEMOLITION.

THE CONTRACTOR SHALL CLEAN PLUG, PATCH AND REPAIR ALL MATERIALS AND SURFACES AS REQUIRED TO PREPARE THEM FOR NEW WORK

EXISTING GRIDS ARE TO CENTERLINE OF EXISTING STRUCTURE. DIMENSIONS ARE SHOWN FOR APPROXIMATE INFORMATION ONLY. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS IN FIELD PRIOR TO FABRICATION OR INSTALLATION.

ALL LOCALLY RECYLEABLE MATERIALS REMOVED FROM SITE SHALL BE TRANSPORTED TO THE APPROPRIATE RECYCLER.

THE CONTRACTOR SHALL REMOVE CLEAN AND STORE ALL SALVAGED ITEMS NOTED BUT NOT LIMITED TO FIXTURES, EQUIPMENT AND CONTROL DEVICES COORDINATE WITH OWNER, UON.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

GENERAL NOTES

DISCLAIMER:

INFORMATION PROVIDED BY CONSULTANTS CONTRACTUALLY ENGAGED BYOTHERS IS INCLUDED FOR CONVENIENCE ONLY, DOES NOT RELIEVE SAIDCONSULTANTS FROM FULL RESPONSIBILITY AND LIABILITY FOR DEVIATIONS,ERRORS, OR OMISSIONS IN THE INFORMATION PROVIDED, AND DOES NOT GIVERISE TO ANY CLAIMS BY OTHER PARTIES AGAINST, OR TRANSFER LIABILITY TO,HENNEBERY EDDY ARCHITECTS, INC.

HENNEBERY EDDY ARCHITECTS, INC. HAS REVIEWED SAID INFORMATION FORGENERAL CONFORMANCE WITH THE ARCHITECTURAL DESIGN INTENT SOLELY TOSATISFY THE ARCHITECT'S OBLIGATIONS AS THE REGISTERED DESIGNPROFESSIONAL IN RESPONSIBLE CHARGE.

1.

2.

3.

4.

5.

6.

7.

CONTRACTOR DELEGATED DESIGN AND DEFERRED SUBMITTAL REQUIREMENTS

THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING DEFERRED/DESIGN-BUILD SUBMITTALS:1.1. FIRE SPRINKLER SYSTEM MODIFICATIONS1.2. CEILINGS NOT MEETING THE REQUIREMENTS OF NWCB TI 401 EXEMPTIONS

THE PORTIONS OF THE PROJECT LISTED ABOVE WILL BE CONSTRUCTED USING A DESIGN-BUILD APPROACH. THE DRAWINGS INCLUDED IN THIS PACKAGE ARE PRELIMINARY TO PROVIDE A BASIS FOR PLANNING AND BIDDING.

ACTUAL DRAWINGS, DETAILS, AND CALCULATIONS FOR THE PORTIONS OF WORK LISTED AS DEFERRED/DESIGN-BUILD SUBMITTALS ARE TO BE PROVIDED BY THE CONTRACTOR AND SHALL INCLUDE ALL WORK REQUIRED TO IMPLEMENT THE ENTIRE PROJECT SCOPE RELATED TO THESE PORTIONS AND COORDINATION WITH OTHER WORK.

DEFERRED/DESIGN-BUILD SUBMITTAL INFORMATION REQUIRES REVIEW OF BOTH ARCHITECT/ ENGINEER AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION.

PERMIT ACQUISITION FOR THE DEFERRED/DESIGN-BUILD SCOPE OF WORK SHALL BE PROVIDED BY THE CONTRACTOR.

THE CONTRACTOR SHALL VERIFY ALL UTILITIES AND EQUIPMENT, AND COORDINATE EQUIPMENT REQUIREMENTS AND LOCATIONS.

THE PROCEDURE FOR DEFERRED/DESIGN-BUILD SUBMITTAL IS AS FOLLOWS:INITIAL DESIGN REVIEW SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR PRELIMINARY REVIEW.FINAL DESIGN, ENGINEERING, AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. SUCH DRAWINGS SHALL BE STAMPED AND SIGNED BY AN ENGINEER WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION.FOLLOWING THE ARCHITECT'S REVIEW, THE CONTRACTOR SHALL SUBMIT TO THE AUTHORITY HAVING JURISDICTION FOR PERMIT APPROVAL AND ACQUISITION.PROCUREMENT, FABRICATION, AND OTHER WORK RELATED TO DEFERRED/DESIGN-BUILD SUBMITTAL SHALL NOT BE PERFORMED UNTIL THE DEFERRED/DESIGN-BUILD SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION.

7.1.

7.2.

7.3.

7.4.

1.

2.

3.

4.

5.

6.

7.

CONTRACTOR DELEGATED DESIGN REQUIREMENTSTHE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING DEFERRED/DESIGN BUILD SUBMITTALS:

1.1 STRUCTURAL ENGINEERING FOR SUPPORT BLOCKING FOR WALL-MOUNTED MONITORS.1.2 STRUCTURAL ENGINEERING FOR RECEPTION DESK SUPPORT FRAMING INCLUDING HSS COLUMNS AND BRACING.

THE PORTIONS OF THE PROJECT LISTED ABOVE WILL BE CONSTRUCTED USING A DESIGN-BUILD APPROACH. THE DRAWINGS INCLUDED IN THIS PACKAGE ARE PRELIMINARY TO PROVIDE A BASIS FOR PLANNING AND BIDDING.

ACTUAL DRAWINGS, DETAILS, AND CALCULATIONS FOR THE PORTIONS OF WORK LISTED AS DELEGATED DESIGN SUBMITTALS ARE TO BE PROVIDED BY THE CONTRACTOR AND SHALL INCLUDE ALL WORK REQUIRED TO IMPLEMENT THE ENTIRE PROJECT SCOPE RELATED TO THESE PORTIONS AND COORDINATION WITH OTHER WORK.

DELEGATED DESIGN SUBMITTAL INFORMATION REQUIRES REVIEW OF ARCHITECT/ENGINEER.

THE CONTRACTOR SHALL VERIFY ALL UTILITIES AND EQUIPMENT, AND COORDINATE EQUIPMENT REQUIREMENTS AND LOCATIONS.

THE PROCEDURE FOR DEFERRED SUBMITTAL WILL BE PROVIDED TO THE OWNER AND ARCHITECT AS DESCRIBED IN PROJECT SPECIFICATIONS.

INCLUDE STRUCTURAL CALCULATIONS FOR STRUCTURAL ENGINEERING.

Copyright 2017 Hennebery Eddy Architects, Inc.

Sheet:

Date:

HEA Project no.

Drawn by:Checked by:

921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205

503 227 4860 TEL503 227 4920 FAX

www.henneberyeddy.com

Inc .

Hennebery E dd yArchitects

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02 OCTOBER 2017

DAS EXECUTIVEBUILDING LOBBY

155 COTTAGE STREET NESALEM, OR 97301

DAS

17021

ACDP

DAS EXECUTIVE BUILDING LOBBY

CONSTRUCTION DOCUMENTSET

COVER SHEETG01 FIRE/LIFE SAFETY PLAN - 2ND FLOOR

ARCHITECTURALA100 DEMOLITION PLAN & RCP-2ND FLOORA200 FLOOR PLAN & RCP-2ND FLOORA500 FINISH PLAN - 2ND FLOORA700 INTERIOR ELEVATIONSA900 INTERIOR DETAILS -RECEPTION DESKA901 INTERIOR DETAILSA902 PARTITION DETAILSA903 PARTITION TYPESA904 DOOR SCHEDULE & DETAILSA905 CEILING DETAILS

MECHANICALM001 MECHANICAL LEGEND, GENERAL NOTES & SCHEDULESM101 MECHANICAL DEMOLITIONM121 AIR DISTRIBUTIONM501 MECHANICAL DETAILS

ELECTRICALE0.0 COVER SHEET & LEGENDE2.0 DEMOLITION PLANE3.0 LIGHTING PLANSE4.0 POWER/SIGNAL PLANE4.1 POWER OVERALL PLANE6.0 DETAILS

DRAWING SHEET INDEX

DAS WEST155 COTTAGE ST NESALEM, OR 97301

SITE PLAN DIAGRAMVICINITY MAP

CO

TTAG

E ST

NEC

HU

RC

H S

T N

E

STATE ST

COURT ST

NTS NTS

PARKING LOT

AREA OFWORK

1.

CODE PLAN NOTESAREAS SHOWN ON CODE SHEET ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE USED AS THE BASIS OF MATERIAL CALCULATIONS OR QUANTITIES.

EXIT

EXIT SIGN

ROOM/OCCUPANCY LABEL

OTHER LABELS

C.P. X'-XX"

E.A. X'-XX"

SQUARE FOOTAGE

OCCUPANCY CLASSIFICATION

OCCUPANCY LOAD FACTOR

NUMBER OF OCCUPANTS

FEC

DIRECTION

ROOM NAME

FACES DIRECTION OF EGRESS

ROOM TYPE

150 SF

Occ Count

(B)

1 OC / 998

FIRE EXTINGUISHER CABINET

ACCESSIBLE ENTRANCE

ACCESSIBLE BUILDING ENTRANCE / EXIT

COMMON PATH OF EGRESS TRAVELEXIT ACCESS DISTANCE

MAIN PATH OF EGRESS REQUIRING ILLUMINATION LEVEL NO LESS THAN 1 FOOT CANDLE (WIDTH BASED ON OCCUPANT NUMBER)

CODE LEGEND

FP FIRE PULL

SD CEILING MOUNTED SMOKE DETECTOR

(E) BUILDING OUTSIDE OF AREA OF WORKSHADED AREAS NOT IN

PROJECT AREA OF WORK, TYP

(E) OFFICE TENANT SPACE

(E) OFFICE TENANT SPACE

(E) CONFERENCE ROOM(E) CONFERENCE ROOM

(E) RESTROOM

(E) RESTROOM

(E) EXIT ACCESS STAIR

61 OCC

911 SF

LOBBY

B

1 OC / 15 SF

2 OCC

135 SF

RECEPTION

B

1 OC / 100 SF

14 OCC

206 SF

VESTIBULE

B

1 OC / 15 SF

(E) ELEVATORS

DOOR WITH CARD READER AT BOTH SIDES WITH FAIL SAFE OPERATION. DOOR TO BE CONNECTED TO FIRE ALARM SYSTEM AND WILL UNLOCK UPON ACTIVATION OF FIRE ALARM

FECFP

(E) EXIT STAIR

EXISTING EGRESS ROUTE, NOT IMPACTED BY PROJECT

DOOR WITH CARD READER AT LOBBY SIDE WITH FAIL SAFE OPERATION. DOOR TO BE CONNECTED TO FIRE ALARM SYSTEM AND WILL UNLOCK UPON ACTIVATION OF FIRE ALARM

(E) BRIDGE TO (E) SIDEWALK & (E) PARKING LOT

OPEN TO EXTERIOR AREA AT 1ST FLOOR LEVEL BELOW

C.P. N/A

E.A. 67'

(E) DOOR

BUILDING CODE EDITION:

(E) CONSTRUCTION TYPE:

GOVERNING CODES

CURRENT APPLICABLE BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

ORIGINAL BUILDING CODE: 1997 UNIFORM BUILDING CODE/1998 STATE OF OREGON EDITION W/ 2000 AMENDMENTS

BUILDING CODE SUMMARY - EXISTING BUILDING

OCCUPANT LOAD:

TYPE 1-B PER OSSC 2014 BUILDING CODEORIGINAL UBC CODE CONSTRUCTION TYPE CLASSIFICATION: TYPE 1-FR(E) CONSTRUCTION TYPE TO REMAIN, NO CHANGE PROPOSED TO (E) CONSTRUCTION TYPE

USE

LOBBY SPACE, GROUP B ACCESSORYRECEPTION DESK AREA, GROUP B

15 SF NET100 SF GROSS

S.F. PER OCCUPANT

CORRIDORS: (E) CORRIDORS TO REMAINCORRIDORS NOT REQUIRED TO BE RATED

REFER TO DIAGRAM FOR TOTAL NUMBER OF OCCUPANTS

EGRESS ILLUMINATION: REQUIRED & PROVIDED ALONG EGRESS PATH.

BUILDING ALLOWABLE HEIGHT & AREA:MODIFIED, W/ SPRINKLER AND FRONTAGE INCREASE

ALLOWABLE AREA: ALLOWABLE STORIES: ALLOWABLE HEIGHT:

A3 UL 12 180'B UL 12 180'

MIXED USE OCCUPANCY: (E) BUILDING CONTAINS MULTIPLE NON-SEPARATED OCCUPANCIES PER 508.3 AND ACCESSORY OCCUPANCIES PER 508.2. NO CHANGE.

USE & OCCUPANCY: GROUP B PRIMARY USE EXCEPT AS NOTED BELOWGROUP A3 ASSEMBLY SPACES (CONFERENCE ROOMS)(E) OCCUPANCY TO REMAIN, NO OCCUPANCY CHANGE

EXISTING BUILDING HEIGHT & AREA:

(E) BUILDING (E) AREA/FLOOR: (E) # STORIES: HEIGHT:NO CHANGE 21,645 SF 5 FLOORS ~70'

SPRINKLERS: (E) BUILDING IS FULLY SPRINKLEREDMODIFICATIONS TO (E) SPRINKLER SYSTEM WILL BE COMPLETED AT AREA OF WORK

STRUCTURAL FRAME, PRIMARY

BUILDING ELEMENT REQUIRED RATING

TABLE 601FOR TYPE 1B

BEARING WALLS - EXTERIOR

BEARING WALLS - INTERIOR

NONBEARING WALLS - INTERIOR

FLOOR CONSTRUCTION & SECONDARY MEMBERS

ROOF CONSTRUCTION & SECONDARY MEMBERS

2 HR

2 HR

2 HR

0 HR (>/= 30')

2 HR

1 HR

NOTE: NO ALTERATIONS TO BUILDING STRUCTURE THIS PHASE

(E), NO CHANGE

FIRE RESISTIVEINTERIOR FINISHES:

LOCATION/USE REQUIRED CLASS

CLASS - C

CLASS - C

CORRIDORS

ROOMS AND ENCLOSED SPACES

TENANT OCCUPANCY

BUILDING CODE SUMMARY - PROJECT TENANT SPACE

GROUP B - OFFICE

PORTABLE FIRE EXTINGUISHERS:

SMOKE DETECTION: SMOKE DETECTORS ARE NOT REQUIRED IN THE OFFICE TENANT SPACE.

NUMBER OF OCCUPANTS REFERENCE CODE DIAGRAM

ILLUMINATED EGRESS SIGNS:

REQUIRED & PROVIDED ALONG EGRESS PATH.

- MINIMUM RATED SINGLE EXTINGUISHER: ORDINARY MODERATE HAZARD TYPE 2A:10 BC- ONE EXTINGUISHER REQUIRED FOR EVERY 3000 S.F. OF FLOOR AREA- MAXIMUM FLOOR AREA FOR EXTINGUISHER: 11,250 SF - MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER: 75'- LOCATION OF EXTINGUISHERS WILL BE DETERMINED DURING WALK-THRU OF BUILDING WITH THE FIRE MARSHALL

NO CHANGE, FOR REFERENCE ONLY

(E) ASSEMBLY DESCRIPTION

CONCRETE COLUMN & BEAMS

CONCRETE WALL

CONCRETE & CMU WALLS

LIGHT GAGE STEEL FRAMING

CONCRETE SLAB

CONCRETE SLAB

(E), NO CHANGE

TABLE 803.5

(TABLE 601)

(SECTION 901)

(SECTION 304)

(SECTION 508.3)

(TABLE 503)

(SECTION 907)

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS TABLE (6.2.1.1)

(SECTION 1006)

(SECTION 1011)

(TABLE 1014.3)

(TABLE 1016.2)

(TABLE 1018.2)

EXIT ACCESS:

COMMON PATH OF TRAVEL:

100' MAXIMUM ALLOWEDACTUAL MAXIMUM DISTANCE LESS THAN 100' (REFERENCE DIAGRAM)

EXIT ACCESS TRAVEL DISTANCE:

GROUP

B 250' FEET W/ SPRINKLER REFERENCE DIAGRAM

MAX. DISTANCE ALLOWED MAX. DISTANCE PROVIDED

AREA OF WORK

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Sheet:

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HEA Project no.

Drawn by:

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Revisions:


503 227 4860 TEL503 227 4920 FAX


Inc .


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G01

FIRE/LIFE SAFETYPLAN - 2ND FLOOR



DAS

17021

AC

DP


1" = 10'-0"G01CODE ANALYSIS - FIRE & LIFE SAFETY DIAGRAM - 2ND FLOOR1

0' 5' 10' 20'

ALAN OSBORNE

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PORTLAND, OREGON

3040

DEMOLITION PLAN LEGEND

(E) FURNITURE COMPONENT TO BE SALVAGED

(E) DOOR

(E) FLOOR FINISH TO BE REMOVED THROUGHOUT AREA OF WORK

(E) COLUMN TO REMAIN

(E) PARTITION

(E) PARTITION TO BE REMOVED

(E) STOREFRONT

TEMPORARY PARTITIONS

3 4 5 6

A

B

REMOVE AND SALVAGE (E) BIKE RACKS, TYP.

SALVAGE FURNITURE IN AREA OF WORK FOR STORAGE, INCLUDING (E) WORKSTATIONS AND (E) WORKSTATION PARTITIONS. COORDINATE W/ OWNER FOR STORAGE LOCATION IN EXECUTIVE BUILDING.

32' -

6"

20' - 0"20' - 3 1/2" 20' - 0"

REMOVE ALL (E) CARPET AND WALL BASE THROUGHOUT AREA OF WORK, TYP.

REMOVE (E) WALL

TEMPORARY PARTITION, SHOWN DIAGRAMMATICALLY. TYP.

FP

(E) FIRE ALARM PULL, SIGNAGE AND MECHANICAL SHUTOFF SWITCH TO REMAIN

3 4 5 6

A

B

32' -

6"

20' - 3 1/2" 20' - 0" 20' - 0"

FS

REMOVE (E) SIGNAGE

SD

M

SALVAGE (E) EXIT SIGN TYP.

SALVAGE THIS (E) LIGHT FIXTURE FOR STORAGE

REMOVE ALL (E) WINDOW COVERINGS IN AREA OF WORK

SALVAGE THIS (E) LIGHT FIXTURE FOR REUSE

REMOVE PORTION OF (E) CEILING ASSEMBLY TO ACCOMMODATE FULL HEIGHT PARTITIONS TYP.

RCP DEMOLITION PLAN LEGEND

(E) 4X4 RECESSED LIGHT FIXTURE TO BE REMOVED

(E) 2X2 CEILING GRID

(E) 2X2 CEILING TILE TO BE REMOVED

FS (E) FIRE STROBE TO BE REMOVED

(E) SMOKE DETECTOR TO BE REMOVEDFS

M (E) MIRROR DOME TO BE REMOVED

(E) COLUMN TO REMAIN

(E) PARTITION

(E) PARTITION TO BE REMOVED

(E) WINDOW COVERING TO BE REMOVED

(E) SUPPLY DIFFUSER TO BE SALVAGED

(E) SUPPLY DIFFUSER

1.

2.

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4.

5.

6.

7.

8.

9.

10.

11.

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13.

14.

RCP AND PLAN DEMOLITION NOTESSEE COVER FOR GENERAL NOTES.

REMOVE ALL LIGHT FIXTURES IN AREAS TO BE MODIFIED, UON.

REMOVE ALL VENTS, GRILLES, HEATING ELEMENTS, MECHANICAL GRILLES IN AREAS TO BE MODIFIED AND UON.

WHERE THE DEMOLITION NOTES LISTED AND REFERENCED IN THE DRAWINGS REQUIRE THE REMOVAL OF A BUILDING ELEMENT OR SYSTEM OR A COMPLETE COMPONENT COMPRISED OF MULTIPLE, THE CONTRACTOR SHALL DISASSEMBLE AND REMOVE FROM THE SITE EACH ITEM IN ITS ENTIRETY SO AS TO ACCOMMODATE THE INSTALLATION OF THE NEW CONSTRUCTION TO FOLLOW.

CONDUITS, DUCTS, PANELS, AND PIPES LOCATED ON OR IN WALLS SCHEDULED FOR DEMOLITION SHALL BE REMOVED OR RELOCATED AS PART OF THE WORK SCOPE OF REMOVING THE WALL ASSEMBLY UNLESS SPECIFICALLY NOTED OTHERWISE. PROVIDE FOR TEMPORARY POWER/SERVICE IF EQUIPMENT REQUIRES CONTINUED USE.

ALTHOUGH THE NOTES CAREFULLY LIST THE EXISTING BUILDING ELEMENTS TO BE DEMOLISHED, THE CONTRACTOR IS OBLIGATED WITHIN THIS WORK SCOPE TO REMOVE ANY OTHER EXISTING NON-STRUCTURAL, MATERIALS FOUND TO BE IN THE WAY OF INSTALLING THE MATERIALS AND SYSTEMS INCORPORATED IN THE RENOVATED DESIGN.

THE CONTRACTOR SHALL PATCH AND REPAIR BUILDING ELEMENTS TO MATCH PREVIOUS CONDITION WHERE ITEMS WERE REMOVED OR AREAS WHERE DAMAGED DURING CONSTRUCTION.

WHERE CEILING IS CALLED TO BE DEMOLISHED REMOVE ITEMS SUCH AS LIGHT FIXTURES, VENTS, GRILLES, HEATING ELEMENTS, MECHANICAL GRILLES OR UON.

THE CONTRACTOR SHALL CLEAN, PLUG, PATCH AND REPAIR ALL BUILDING SURFACES IMPACTED BY THE DEMOLITION WORK AND PREPARE THEM FOR NEW WORK.

THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH, MECHANICAL, PLUMBING AND ELECTRICAL, REQUIREMENTS, TO ACCOMMODATE NEW OPENINGS FOR PIPING CONDUIT AND STRUCTURAL

AT (E) BLANK FACE PLATES WITH ABANDONED JUNCTION BOXES, REMOVE ALL (E) BLANK FACE PLATES AND PATCH WALL FINISH.

REMOVE ABANDONED HVAC, PLUMBING, AND ELECTRICAL ITEMS IF THEY WILL BE VISIBLE AFTER COMPLETION OF THE PROJECT IF UNCOVERED DURING CONSTRUCTION.

REMOVE ABANDONED HVAC, PLUMBING, AND ELECTRICAL ITEMS IF THEY WILL BE VISIBLE AFTER COMPLETION OF THE PROJECT IF UNCOVERED DURING CONSTRUCTION.

INSTALL TEMPORARY PARTITIONS PRIOR TO STARTING DEMOLITION WORK TO SEPARATE OCCUPIED SPACES FROM AREA OF WORK.

AREA OF WORKADDITIONAL WORK IN LOCATIONS BEYOND AREA OF WORK IS REQUIRED TO ACCOMMODATE MEP SYSTEMS.

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A100

DEMOLITION PLAN& RCP-2ND FLOOR



DAS

17021

AC

DP


1/8" = 1'-0"A100DEMOLITION FLOOR PLAN - 2ND FLOOR1

1/8" = 1'-0"A100DEMOLITION RCP - 2ND FLOOR2

0' 2' 4' 8' 16'0' 2' 4' 8' 16'

1/32" = 1'-0"A100KEY PLAN. - 2ND FLOOR3

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1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

FLOOR PLAN NOTESSEE COVER FOR GENERAL NOTES.

SEE SHEET A903 FOR INTERIOR PARTITION TYPES.

INTERIOR PARTITIONS ARE TYPE (A1.4A^) UNLESS NOTED OTHERWISE.

SEE SHEET A904 FOR DOOR SCHEDULE.

SEE INTERIOR ELEVATIONS FOR VERTICAL DIMENSIONS AND TYPICAL FIXTURE AND ACCESSORY MOUNTING HEIGHTS.

DIMENSIONS ARE TO FACE OF STUD AND FACE OF STUD TO FACE OF FINISH AT EXISTING CONSTRUCTION.

WHEN ALIGN IS NOTED, ALIGN TO FACE OF FINISH.

PATCH GYPSUM BOARD WALL FINISH AT ABANDONED J-BOX LOCATIONS WHERE (E) BLANK FACE PLATES ARE REMOVED.

DISPLAY MONITOR, OFCI, COORDINATE WITH MONITOR CUTSHEET, OFCI PROVIDE HEAVY DUTY WALL BACKING, TYP. SEE 10/A901.

INSTALL SALVAGED BIKE RACKS AND BIKE STORAGE LOCKER AT 1ST FLOOR LEVEL NEAR BUILDING ENTRANCE. COORDINATE W/ OWNER AND ARCHITECT FOR LOCATION.

3 4 5 6

A

B

A7002

1A7005 7

102

LOBBY

101

VESTIBULE

103

RECEPTION

4

63

10

2B

10

1B

(E)

10

3A 3

A500

20' - 3 1/2" 20' - 0" 20' - 0"

32' -

6"

ALIGN

10

3B2

' - 0

" +

/-

6' - 6 9/16"

(E)FOF

ALIGN

ALIGN

26' - 7 1/2" +/- (E)

FECFP(E)FOF

5' -

6"

4' - 0"

3' -

6"

21' -

0"

102A

31' -

0" +

/-

10

1A

(E)

PATCH WALL FINISH AND FLOORING AT AREA OF REMOVED PARTITION

13" CLR

13" CLR

ALIGN CL DOORS W/ CL OF (E) ENTRY DOORS

2' - 5 7/16"

DIM. POINT: FOF

(E) STOREFRONT AND ENTRY DOORS

RECEPTION DESK

CARD READER AND ADA PUSH PLATE OPERATOR

WOOD PLANK ASSEMBLY

EQ EQ EQ EQ

EQ

EQ


3 4 5 6

A

B

8' - 6"

32' -

6"

20' - 3 1/2" 20' - 0" 20' - 0"

ALIGN EDGE OF STOREFRONT TO EDGE OF SOFFIT

1' - 0"

3' - 0"WC-3.1 WC-3.1WC-3.1WC-3.1

3A904

ALIGN

5A905

RELOCATED (E) SALVAGED LIGHT FIXTURE

EQ EQ

EQ

EQ

EQ EQ

9' - 0"+/- (E)

EQEQ

EQ

2E

Q2

EQ

EQ

7A901

8' - 6"

CL CL

CL

CL

CL

CL

EQ

1E

Q1

5A905

CL

1.

2.

3.

4.

5.

6.

REFLECTED CEILING PLAN NOTESSEE COVER FOR GENERAL NOTES.

DEVICES AS NOTED BUT NOT LIMITED TO LIGHT FIXTURES, ELECTRICAL DEVICES ARE SHOWN FOR OVERALL CEILING COORDINATION. NOT ALL DEVICES MAY BE SHOWN IN LOCATIONS WHERE CEILING LAYOUT IS LESS CRITICAL.

IF ABOVE DEVICES ARE NOT DIMENSIONED, COORDINATE WITH ARCHITECT FOR LOCATION PRIOR TO INSTALLATION.

PATCH AND REPLACE ALL ACT CEILING TILES AND GRIDS TO ACCOMMODATE INTERIOR PARTITIONS.

COORDINATE WITH ARCHITECT FOR LOCATION OF FIRE NOTIFICATION DEVICES.

WINDOW COVERING, WC-3.1, ALIGN W/ EXISTING MULLIONS, CONTRACTOR TO VERIFY MULLION SPACING DIMENSIONS

EXISTING GYPSUM BOARD CEILING

REFLECTED CEILING PLAN LEGEND

EXISTING 2x2 SUSPENDED ACOUSTIC CEILING

EXISTING RECESSED 4X4 LIGHT FIXTURE

SECURITY CAMERA

2' x 4' SUSPENDED ACOUSTIC CEILING

RECESSED LINEAR LIGHT FIXTURE

GYPSUM BOARD CEILING, PAINTED

EXIT SIGN

EXISTING PARTITION

PARTITION

WINDOW COVERINGS PER FINISH SCHEDULE

EXISTING SUPPLY DIFFUSER

SUPPLY DIFFUSER

RECESSED CAN LIGHT FIXTURE

FLOOR PLAN LEGEND

EXITING PARTITION

EXISTING STOREFRONT

PARTITION

DOOR

EXISTING DOOR

RECESSED FIRE EXTINGUISHER

FIRE PULL

FEC

INTERIOR STOREFRONT

FP

EXISTING COLUMN TO REMAIN

SALVAGED BIKE RACKS, COORDINATE FINAL LOCATION WITH ARCHITECT

BIKE STORAGE LOCKER, COORDINTE FINAL LOCATION WITH ARCHITECT

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A200

FLOOR PLAN &RCP-2ND FLOOR



DAS

17021

AC

DP


1/8" = 1'-0"A200IMPROVEMENT PLAN - 2ND FLOOR1

1/32" = 1'-0"A200KEY PLAN - 2ND FLOOR3

1/8" = 1'-0"A200REFLECTED CEILING PLAN - 2ND FLOOR2

0' 2' 4' 8' 16' 0' 2' 4' 8' 16'

1/8" = 1'-0"A200FLOOR PLAN DIAGRAM - 1ST FLOOR4

0' 2' 4' 8' 16'

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MATERIAL: ACT-# ACOUSTICAL CEILING TILEB-# BASECPT-# CARPET EFM-# ENTRANCE FLOOR MATGB-# GYPSUM BOARDG-# ALL GLASS WALLP-# PAINTSOS-# SOLID SURFACEWD-# WOODWC-# WINDOW COVERINGS# DENOTES TYPE

REFER TO MAIN ABBREVIATION LIST FOR ADDITIONAL ABBREVIATIONS

ABBREVIATIONS: FINISH PLAN

FINISH: CLR CLEAR FINISHGRD GROUNDOL CEMENT OVERLAYPNT PAINTSLR SEALER

NOTE: NOT ALL ABBREVIATIONS ARE USED

FINISH PLAN NOTES

1. SEE COVER SHEET FOR GENERAL NOTES2. REFER TO OTHER ARCHITECTURAL DOCUMENTS FOR ADDITIONAL

FINISH MATERIAL REQUIREMENTS. ANY DISCREPANCY BETWEEN THE SCHEDULE AND OTHER CONTRACT DOCUMENTATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER.

3. REFER TO ARCHITECTURAL SPECIFICATIONS FOR INSTALLATION AND CLEANING INSTRUCTIONS FOR ALL MATERIALS

4. REFERENCE INTERIOR ELEVATIONS FOR ADDITIONAL FINISHES AND DIMENSIONS.

5. CENTER TRANSITION STRIP UNDER DOOR LEAF, UON.6. PAINT ALL COLUMNS, WALLS AND SOFFITS, P-3.1, UON.7. PAINT AND INSTALL BASE AT ALL NEW WALLS FACING OUTSIDE OF

AREA OF WORK. INSTALL BASE AND PATCH PAINT IMPACTED BY PROJECT AND OUTSIDE AREA OF WORK.

3 4 5 6

A

B

20' - 3 1/2" 20' - 0" 20' - 0"

32' -

6"

102

P-3.1

B-3.1

CPT3.1,3.2&3.3

LOBBY

ACT-3.1

103

P-3.1,WD-3.1

B-3.1

CPT-3.1,3.2&3.3

RECEPTION

GB-3.1

101

P-3.1

B-3.1

EFM-3.1

VESTIBULE

(E)P-3.1

WD-3.1

ALIGN CL CARPET PATTERN W/ CL. DOORS

START FULL TILE

SET CPT UNDER EXISTING THRESHOLD

3A500 TYP.

3A500

3 4 5 6

A

B

DISPLAY MONITOR, OFCI

WORK STATION FURNITURE, OFOI

20' - 3 1/2" 20' - 0"

32' -

6"

20' - 0"

FINISH PLAN LEGEND

GENERAL CARPET:- CPT-3.1, INTERFACE, B701 NET EFFECT

ACCENT CARPET:- CPT-3.2, INTERFACE, B702 NET EFFECT

ACCENT CARPET:- CPT-3.3, INTERFACE, 7335 ON LINE

WALK OFF TILE:- EFM-3.1, INTERFACE, 699 STEP REPEAT

CARPET INSTALLATION: ASHLAR

INDICATES OVERALL FLOOR TREATMENT

INDICATES OVERALL BASE TREATMENT

INDICATES OVERALL WALL TREATMENT

INDICATES OVERALL CEILING TREATMENT

ROOM NUMBER

ROOM NAME

FURNITURE PLAN NOTES1. FURNITURE SHOWN FOR REFERENCE ONLY. ALL FURNITURE IS OFOI, TYP UON.

BUILDING OWNER IS RESPONSIBLE FOR SPECS, PROCUREMENT AND INSTALLATION OF ALL FURNITURE.

2. ALL EQUIPMENT IS OFCI, TYP UON.

ENTRY FLOOR MAT, PER SCHEDULE

TRANSITION STRIP, TS-1

ADHESIVE MASONRY ANCHOR

CL

EQ EQ

DOOR PER SCHEDULE


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A500

FINISH PLAN - 2NDFLOOR



DAS

17021

AC

DP


0' 2' 4' 8' 16' 1/8" = 1'-0"A500IMPROVEMENT FINISH PLAN - 2ND FLOOR1

1/8" = 1'-0"A500IMPROVEMENT FURNITURE PLAN - 2ND FLOOR2

0' 2' 4' 8' 16'

12" = 1'-0"A500FLOOR TRANSITION - WALK-OFF MAT TO CARPET3 1/32" = 1'-0"A500

KEY PLAN.. - 2ND FLOOR4

ALAN OSBORNE

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3040

1' -

4" 3

' - 8

"

22' - 6"

2' - 3"14' - 6"5' - 9"

2' -

6" 1

A900

6A900

3A900

2A900

SOS-3.2

S0S-3.1

OPEN TO BEYOND

TOP OF UPPER COUNTERTOPTOP OF LOWER

COUNTERTOP 1A900

3A900

2A900

DISPLAY MONITOR, OFCI, COORDINATE J-BOX LOCATION W/ APPROVED MONITOR LOCATION, CONFIRM HEIGHT W/ OWNER

EQ.A EQ.A

EQ. EQ.

BALLISTIC LEVEL 1 INTERIOR STOREFRONT ASSEMBLY W/BALLISTIC RATED SAFETY GLAZING TYP.

2A900

TO

BO

TTO

M O

F S

OF

FIT

CENTER MULLION

BALLISTIC LEVEL 1 DOORS W/ BALLISTIC RATED SAFETY GLAZING, TYP.

BALLISTIC LEVEL 1 INTERIOR STOREFRONT ASSEMBLY W/BALLISTIC RATED SAFETY GLAZING TYP.

6A901

6A901

6A901

7A901

7A901

ALUMINUM SPANDREL PANEL, MATCH ALUMINUM STOREFRONT FRAMING FINISH

3A901

4A901

2A901

18" DIAMETER BRONZE STATE SEAL, OFCI

INDIVIDUAL BRONZE LETTERS W/STANDOFF ATTACHMENT, CFCI

4"

SOLID SURFACE PANEL, SOS-3.1

GRAIN DIRECTION TYP.

1A901

4' - 4" 15' - 7" +/-

5" CLR.

EQ

.E

Q.

5" CLR.

WOOD PLANK PATTERN START POINT, START WITH FULL WIDTH PLANK AT TOP OF ASSEMBLY

BRONZE EDGE TRIM, TYP.

WOOD PLANK ASSEMBLY:WOOD PLANKS,WD-3.1 AT RANDOM LINEAR INSTALLATION

5A901

5A901

5A901

.4"

.

5 WOOD PLANK MODULES

7 WOOD PLANK MODULES

BASE, B-3.1(E) COLUMN BALLISTIC LEVEL 1 DOOR ASSEMBLY W/ BALLISTIC RATED SAFETY GLAZING, TYP.

1A904

2A904

1A904

2A904

BALLISTIC LEVEL 1 DOOR ASSEMBLY W/ BALLISTIC RATED SAFETY GLAZING, TYP.

1A904

2A904

RE

CE

PTA

CLE

SA

BO

VE

CO

UN

TE

R

EQ EQ

2 1/2" TYP2 1/2" TYP1' -

6"

DIM DIM

THERMOSTATSWITCH

FIRE ALARM STROBE IF REQUIRED. INSTALL AT LATCH SIDE OF DOOR.

3' -

6"

4' -

0"1-GANG 2-GANG 3-GANG 4-GANG

8" 8" 8" 8"

ED

GE

/DO

OR

FR

AM

E

OR

OP

EN

ING

ED

GE

/DO

OR

FR

AM

E

OR

OP

EN

ING

ED

GE

/DO

OR

FR

AM

E

OR

OP

EN

ING

ED

GE

/DO

OR

FR

AM

E

OR

OP

EN

ING

OUTLET MOUNTING DIAGRAM LIGHT SWITCH / THERMOSTAT VARIOUS MOUNTING HEIGHTS AND LOCATION TO DOORS

FIN. FLOOR

DIM DIM

FIN. FLOOR

96"

MA

X80"

MIN

STROBE

60"

MA

X.

42"

MA

X.

FIN. FLOOR

FIRE EXTINGUISHER UNIT FIRE EXTINGUISHER UNIT

FEC

INSTALL TIGHT TO TOP OF COUNTER BACKSPLASH UON

WEIGHT LESS THAN 40 LBS. WEIGHT MORE THAN 40 LBS.

WORKSTATION FURNITURE, OFOI, TYP.

3' - 0" CLR.

LOCKING AV CABINET

VENT

4A900

1A900

ADJUSTABLE SHELF

SOS-3.2

SOS-3.1

SOS-3.2

6A900

3A900

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A700

INTERIORELEVATIONS



DAS

17021

AC

DP


1/4" = 1'-0"A700ROOM 102 - LOBBY NORTH2

1/4" = 1'-0"A700ROOM 102 - LOBBY WEST1

1/4" = 1'-0"A700ROOM 103 - RECEPTION NORTH5

1/4" = 1'-0"A700ROOM 102 - LOBBY SOUTH3

1/4" = 1'-0"A700ROOM 103 - RECEPTION EAST6

1/4" = 1'-0"A700ROOM 103 - RECEPTION WEST4

1/4" = 1'-0"A700TYPICAL MOUNTING HEIGHTS8

1/4" = 1'-0"A700ROOM 103 - RECEPTION SOUTH7

0' 1' 2' 4' 8' 0' 1' 2' 4' 8' 0' 1' 2' 4' 8'

0' 1' 2' 4' 8' 0' 1' 2' 4' 8' 0' 1' 2' 4' 8' 0' 1' 2' 4' 8'

ALAN OSBORNE

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PORTLAND, OREGON

3040

4"

1"

3/4

"

4"

DIM

. P

OIN

TF

AC

E O

F W

ALL F

INIS

H

4" 1 1/2"

LIGHT GAGE STEEL FRAMING, ALLOW SPACE FOR ELECTRICAL & DATA ROUTING

STEEL ANGLE BRACKET COUNTERTOP SUPPORT, TYP.

SOS-3.2

PLYWOOD

SOS-3.2

BALLISTIC PANEL, 1/4" THICK. TYP

SOS-3.2

HSS SUPPORT BEYOND, ANCHORED TO FLOOR STRUCTURE. TYP

2x4 FURRING


TOP OF UPPER COUNTERTOP

DIM

. P

OIN

T:

FO

F

3/4"

1-1/2" x 7" WIRE CHASE OPENING THROUGH HSS 8" AFF. TYP

RE

FE

RE

NC

E IN

TE

RIO

R E

LE

VA

TIO

NS

DIM POINTFACE OF WALL FINISH

SOS-3.2

SOS-3.1

1/8" REVEAL PAINT BALLISTIC PANEL FLAT BLACK

MITERED CORNER JOINT, TYP WHERE SHOWN

HSS SUPPORT @ 4'-0" OC MIN, ANCHORED TO FLOOR STRUCTURE, PROVIDE 1-1/2" x 7" WIRE CHASE OPENING THROUGH HSS 8" AFF. TYP

PLAM-3.2

SOS-3.2

2x4 FURRING, TYP

LIGHT GAGE STEEL FRAMING, TYP

EDGE OF BUILT-IN SHELVING

EDGE OF COUNTERTOP ABOVE, TYP

RECEPTION DESK SIDE

LOBBY SIDE

SOS-3.2

SOS-3.1

BALLISTIC PANEL, 1/4" THICK. TYP

SOS-3.2

PLAM-3.2

SOS-3.2

INTERIOR PARTITION PER PARTITION TYPES, TYP

STEEL ANGLE BRACKET COUNTERTOP SUPPORT ABOVE, ANCHOR TO HSS TYP

PLAM-3.2

SOS-3.1 END PANEL AT UPPER COUNTERTOP ABOVE

6"

DIM POINT: FOF

SOS-3.2

PLAM-3.2

SOS-3.2


DIM

PT.F

OF

DIM

PT.F

OF

BASE PLATE, LIMIT EXTENT WITHIN STUDS FRAMING SPACE, TYP.

HINGED P-LAM PANEL

HINGED PANEL SWING

PLAM-3.2

PLAM-3.21 1/2"

1 1/2"

SHOP-FABRICATED BASE CABINET

1/8"

1"

3/4"

1/8"

1"

3/4"


SOS-3.2, REVEAL AT VERTICAL AND HORIZONTAL SOLID SURFACE CORNER JOINT TO ADJACENT WALL,TYP.

4"3/4"

1' - 2"

1 1/2"

POWER & DATA OUTLET

POWER & DATA OUTLET


DESK, FF&E

DIM

. P

OIN

T:

FO

F

SOS-3.2

SOS-3.2

SOS-3.1

SOS-3.1

SOS-3.1

PLAM-3.2

PLAM-3.2

1 1

/2"

STEEL ANGLE BRACKET, TYP

HSS SUPPORT @ 4'-0" OC MIN, ANCHORED TO FLOOR STRUCTURE. TYP

WALL BASE, B-3.2

8"



DIM

EN

SIO

N P

LA

NE

FA

CE

OF

WA

LL F

INIS

H

1" REFERENCE FLOOR PLAN3/4"

1 1/2"


TOP OF LOWER COUNTERTOP

RE

FE

RE

NC

E IN

TE

RIO

R E

LE

VA

TIO

NS

DIM

. P

OIN

T:

FO

F

4"

PLAM-3.2

SOS-3.2

SOS-3.2

SOS-3.2

1 1

/2"

POWER & DATA OUTLET, TYP



WALL BASE

4"

SCHEDULED EXTERIOR EXPOSED SURFACES, TYP.

ADJUSTABLE SHELVING, TYP.

TY

P.

4"

COUNTERTOP, SCHEDULED FINISH, TYP.

TYP.

3"SCHEDULED BASE

BACKING, TYP.

BACKING, TYP.

BACK PANEL

DOOR PULL

SCHEDULED INTERIOR EXPOSED SURFACES, TYP.

TY

P.

1 1

/2"

SCHEDULED CASEWORK

SCHEDULED BASE

SCHEDULED FLOOR FINISH

CONT 2X WOOD BLOCKING

4"

TH

E A

DJA

CE

NT

SA

MP

LE

S S

HO

W T

HR

EE

LE

VE

LS

OF

SH

AD

ING

. S

ET

TIN

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AN

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ON

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IZE

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Date:

HEA Project no.

Drawn by:

Checked by:

Revisions:


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A900

INTERIOR DETAILS-RECEPTION DESK



DAS

17021

AC

DP


3" = 1'-0"A900RECEPTION DESK -SECTION2

3" = 1'-0"A900RECEPTION DESK -PLAN1

3" = 1'-0"A900RECEPTION DESK -SECTION -UPPER COUNTER3

3" = 1'-0"A900RECEPTION DESK -SECTION -LOWER COUNTER6

1" = 1'-0"A900BASE CABINET - TYPICAL.4

3" = 1'-0"A900CASEWORK BASE5

ALAN OSBORNE

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PORTLAND, OREGON

3040

FLOOR FINISH

WOOD PLANK WALL ASSEMBLY

INTERIOR PARTITION ASSEMBLY

TR

IMM

ED

AS

RE

QU

IRE

D

BO

TTO

M P

LA

NK

TO

BE

1. WOOD PLANK, HORIZONTAL, T&GNO EXPOSED FASTENERS, ATTACH W/ BLIND NAILS AT JOINTS, TYP.

3. 3/4" PLYWOOD BACKING, TYP

WOOD PLANK ASSEMBLY:


4. 1/2" VERTICAL PLYWOOD FURRING STRIPS @ AT EDGES AND 2'-0" OC, ATTACH W/ SCREWS THROUGH GYPSUM BOARD TO METAL STUDS

2. 1/8" FINE LINE REVEAL, TRIMMED BY SUPPLIER. TYP

TY

P.

3 1

/4" +

/-

WOOD PLANK MODULE DIM POINT

WOOD PLANK MODULE DIM POINT


SUSPENDED GYPSUM BOARD CEILING ASSEMBLY


1"X1" BRONZE EDGE TRIM, 1/8" THICK

WOOD PLANK MODULE DIM POINT, TYP

PORTION OF T&G PLANK TO BE TRIMMED

4"

3 1

/4" TY

P


SOLID SURFACE PANEL SOS-3.1, 1/2" MIN. PROVIDE FABRICATED SLOTS FOR WALL ATTACHMENT CLIPS

DIM POINT:CL SIGNAGE

SIGNAGE LETTERING

STANDOFF ATTACHMENT W/ CONCEALED FASTENER

ATTACHMENT CLIP

1"X1" BRONZE EDGE TRIM, 1/8" THICK

1/4"


TRIM TOP OF WOOD PLANK


1/8

"

3/4"

(E) INTERIOR PARTITION

BALLISTIC STOREFRONT ASSEMBLY

AL

IGN

ACT ASSEMBLY

STOREFRONT BASE, ANCHOR TO FLOOR STRUCTURE

ALUMINUM TRIM, ANCHOR TO HEADER

SEALANT JOINT

FLOOR FINISH


5/8" GYPSUM BOARD, TYP

1/2"

BALLISTIC STOREFRONT ASSEMBLY:

1. BALLISTIC GLAZING PANEL

2. ALUMINUM MULLION

3. ALUMINUM CAP

ALUMINUM TRIM

BALLISTIC DOOR PANEL:

1. BALLISTIC GLAZING PANEL

2. ALUMINUM DOOR STILEALIGN

2" TYP

SEE PLAN FOR MULLION LOCATIONS, TYP.

LOBBY SIDE

1/8" THICK BRONZE TRIM, ATTACH W/ COUNTERSUNK BRONZE SCREWS, TYP AT BRONZE TRIM

WOOD PLANK ASSEMBLY


4"

EDGE OF BASE TRIM BELOW

1/8" THICK BRONZE TRIM

4"

EDGE OF BASE TRIM BELOW

BRONZE EDGE TRIM, 1/8" THICK

DIM

PO

INT

SOLID SURFACE PANEL SOS-3.1, 1/2" MIN. PROVIDE FABRICATED SLOTS FOR WALL ATTACHMENT CLIPS

WOOD BACKING FOR BRONZE TRIM ATTACHMENT

WOOD BACKING FOR BRONZE TRIM ATTACHMENT

TH

E A

DJA

CE

NT

SA

MP

LE

S S

HO

W T

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VE

LS

OF

SH

AD

ING

. S

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TIN

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FO

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IEW

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AN

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ON

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IZE

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UID

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Sheet:

Date:

HEA Project no.

Drawn by:

Checked by:

Revisions:


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A901

INTERIOR DETAILS



DAS

17021

AC

DP


6" = 1'-0"A901WOOD PLANK WALL AT BASE3

6" = 1'-0"A901WOOD PLANK WALL - TYPICAL ASSEMBLY SECTION4

6" = 1'-0"A901WOOD PLANK WALL - AT CEILING1

6" = 1'-0"A901WOOD PLANK WALL AT SIGNAGE2

6" = 1'-0"A901BALLISTIC STOREFRONT - HEAD AND SILL7

6" = 1'-0"A901BALLISTIC STOREFRONT - PLAN6

6" = 1'-0"A901WOOD BOARD WALL - AT SIDE WALLS AND SIGNAGE5

ALAN OSBORNE

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3040

6" CONTINUOUS 54 MILS TRACK, CLIP FLANGES AT EACH STUD

(2) NO. 8 SCREW ATTACHMENT

STUD

GRAB BARS, HANDRAILS, WALL HUNG CASEWORK @ SHELVING AND AS NOTED

SSMA

STUD

FASTENER EACH SIDE, TYP BASE TRACK

.145 DIA POWDER ACTUATED FASTENER @ 24" OC TYP(SCREWS @ WOOD FLOOR CONDITION)

SSMA

2' -0" O

N

CENTER

TYPICAL STUD

SCREW PER STUD FLANGE THROUGH CENTER OF SLOT

FASTENERS TOSTRUCTURE ABOVE

DEFLECTION GAP

SLOTTED TRACK

FRAMED WALL, SEE PLAN FOR SIZE & SPACING

FINISH SURFACE

SCREW ATTACHMENT, (2) NO. 8 @ EACH STUD

6" TAUT 54 MILS FLAT STRIP, CONTINUOUS 3 STUDS MINIMUM

FLOOR SUPPORTED ACCESSORIES

SSMA

METAL DECK AND CONCRETE SLAB

FASTEN SLOTTED TRACK TO FLOOR STRUCTURE WITH .145 DIA POWDER ACTUATED FASTENERS TO SLAB, 2' -0" O.C.

GA

PD

EF

LE

CTIO

N

FASTEN SLOTTED TRACK TO FLOOR STRUCTURE WITH .145 DIA POWDER ACTUATED FASTENERS TO SLAB, 2' -0" O.C.

GA

PD

EF

LE

CTIO

N



FASTEN 54 MILS SHEET METAL 4" WIDE FLAT STRAPS AT 2'-0" ON CENTER TO FLOOR STRUCTURE WITH .145 DIA POWDER ACTUATED FASTENERS TO SLAB AT 2' -0" ON CENTER.

SLOTTED TRACK

GA

PD

EF

LE

CTIO

N

FASTEN WITH (2) NO. 8 SCREW ATTACHMENT, 12" O.C.

54 MILS 4 INCH WIDE FLAT STRAP OR Z-FURRING (SHOWN HERE) AT 2'-0" ON CENTER

SLOTTED TRACK

(4) HILTI XU PINS

JAMB STUD

TYPICAL METAL FRAMING FLOOR TRACK

OPENING FRAMING SYSTEM

HEADER CLIP

ROUGH OPENING DIM POINT


FUTURE DOOR

STRUCTURE

CEILING

FLOOR

DEFLECTION HEAD

A9022

A9029

A9025

A9024

TH

E A

DJA

CE

NT

SA

MP

LE

S S

HO

W T

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OF

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AD

ING

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Sheet:

Date:

HEA Project no.

Drawn by:

Checked by:

Revisions:


503 227 4860 TEL503 227 4920 FAX


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A902

PARTITIONDETAILS



DAS

17021

AC

DP


NOT TO SCALEA902HEAVY WALL BLOCKING10

NOT TO SCALEA902TYPICAL FRAMING CONDITION - ATTACHMENT TO SLAB3

NOT TO SCALEA902DEFLECTION HEAD - SLOTTED TRACK6

NOT TO SCALEA902WALL BLOCKING8

NOT TO SCALEA902DEFLECTION HEAD2


3" = 1'-0"A902DEFLECTION HEAD7


3" = 1'-0"A90209 21 16 - TYPICAL DOOR FRAMING4

1/2" = 1'-0"A902TYPICAL INTERIOR WALL DETAIL1

ALAN OSBORNE

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3040

A1

C2.4A^

PARTITION TYPE

ACOUSTICAL REQUIREMENTS

FRAMING SIZE

FIRE RATING / PARTITION HEIGHT

INTERIOR PARTITION TYPE TAG

STUD FRAMING SIZEID SIZE

1 1 5/8"2 2 1/2"3 3 5/8"4 4"6 6"8 8"

FURRING CHANNEL FRAMING SIZEID SIZE

1 1/2" HAT CHANNEL2 7/8" HAT CHANNEL

ACOUSTICAL REQUIREMENTSID REQUIREMENT

N NO INSULATIONA UNFACED SOUND ATTENUATION BATT, FULL HEIGHT

OF CAVITY, ALL STUD BAYS

1. NOT ALL WALL CONFIGURATIONS ON THIS SHEET MAY BE PRESENT IN THE PROJECT. COORDINATE WALLS TAGGED IN DRAWINGS WITH CONFIGURATIONS SHOWN ON THIS SHEET.

2. METAL STUDS - 33 MILS UON, OR AS REQUIRED BY FIRE RATING OR SPAN, WHICHEVER IS STRICTEST.

3. METAL STUD SPACING AT 16" OC UON, OR AS REQUIRED BY FIRE RATING, WHICHEVER IS STRICTEST.

4. METAL HAT CHANNEL SPACING AT 24" OC UON. METAL Z-CHANNEL SPACING AT 16" OC, UON.

5. 5/8" GYPSUM WALLBOARD, UON.6. TYPE 'X' GYPSUM WALLBOARD ON RATED PARTITIONS, UON.7. WALLS TO BE FULLY BRACED (SHEATHED) TO ABOVE FINISH CEILING, UON.

8'-0" MAX SPAN ABOVE BRACING.8. PROVIDE MECHANICAL BRACING AT MAX SPACING INDICATED OR SHEATHING BOTH

SIDES OF WALL.9. ATTACH WALLS TO FLOOR OR ROOF/FLOOR STRUCTURE ABOVE, UON.10. MAINTAIN FIRE RATING AROUND STRUCTURAL ELEMENTS AND BEHIND AND

AROUND FIRE EXTINGUISHER CABINETS, ELECTRICAL CABINETS, AND OTHER RECESSES.

11. PROVIDE ACOUSTIC SEAL AT ALL PERIMETER PENETRATIONS OF SOUND-RATED PARTITIONS. ACHIEVE INDICATED STC RATING WHEN NOTED.

12. SOLID WOOD BLOCKING OR APPROVED SHEET METAL BACKING SECURED TO WALL FRAMING SHALL BE INSTALLED IN PARTITIONS AND CEILINGS AT ALL GRAB BARS, PLUMBING FIXTURES, WALL CABINETS, HARDWARE, AND ANY WALL MOUNTED ACCESSORIES REQUIRING SUPPORT.

13. FINISH MATERIALS SUCH AS TILE, WALL PANELING, TRIM, BASE, ETC. ARE NOT SHOWN AS AN INTEGRAL PART OF PARTITION TYPE. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS.

14. WHERE TILE IS SCHEDULED, REPLACE GYPSUM WALLBOARD WITH CEMENT BACKER BOARD.

GENERAL NOTES

Z-CHANNEL FRAMING SIZEID SIZE

0 1"1 1-1/2"2 2"3 3"

4"

5/8" GYPSUM BOARD PANEL

5/8" GYPSUM BOARD PANEL, ADHERED TO BALLISTIC PANELS

1/4" BALLISTIC PANELS

DRYWALL SCREWS @ 12" - 24" O.C.


ACOUSTICAL INSULATION

BALLISTIC PANEL, CONTINUOUS AT VERTICAL AND HORIZONTAL PANEL JOINTS, TYP

BALLISTIC PANEL JOINT

LOBBY SIDE

PARTITION TYPE

BALLISTIC RESISTANT WALL ASSEMBLY:MEETING UL 752 / LEVEL 1

NON-BEARING INTERIOR PARTITION WALL SCHEDULE

STUD SPACING

L/240 L/360

MAXIMUM UNBRACED HEIGHT

MAX HEIGHT

362S162-33 16" O.C. 17'-6" 15'-4" 8'-0"

362S162-43 16" O.C. 19'-1" 16'-8" 8'-0"

400S162-33 16" O.C. 18'-11" 16'-6" 8'-0"

NOTES:1. TABLE IS FOR NON-BEARING INTERIOR PARTITION WALLS ONLY. SOME

STUD SIZES SHOWN MAY NOT BE USED.

KEY

- PARTIAL HEIGHT WALL

= TO UNDERSIDE OF CEILINGBRACE FRAMING AS REQUIRED

+ EXTEND STUDS TO B.O. STRUCTURE ABOVEEXTEND GYPSUM WALLBOARD ABOVE CEILING 6" MIN.

^ EXTEND STUDS AND GYPSUM WALLBOARD TO B.O. STRUCTURE ABOVE

1 (1) HOUR FIRE RATED ASSEMBLY(SEE CODE SHEETS FOR ASSEMBLY TYPE)

2 (2) HOUR RATED ASSEMBLY(SEE CODE SHEETS FOR ASSEMBLY TYPE)

S SMOKE PARTITION

- = + ^ 1 2

FIRE RATING / PARTITION HEIGHT DESIGNATION

B.O. STRUCTURE

CEILING

FLOOR

S1

TH

E A

DJA

CE

NT

SA

MP

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S S

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OF

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Sheet:

Date:

HEA Project no.

Drawn by:

Checked by:

Revisions:


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A903

PARTITION TYPES



DAS

17021

AC

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ALAN OSBORNE

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3040

DOOR TYPE LEGEND

B - SINGLE VISION FULL CC - DOUBLE VISION FULL

4" 4"

4"10

"

4"4"

4"10

" SE

E S

CH

ED

ULE

5"10

"EQ

EQ3

HIN

GE

S

4 H

ING

ES

EQEQ

EQ

3' -

2"

4' -

0"

36" -

40"

CE

NTE

RLI

NE

OF

KN

OB

S/L

OC

KS

/LA

TCH

ES

CE

NTE

RLI

NE

OF

DE

AD

LO

CK

CYL

IND

ER

S

CE

NTE

RLI

NE

OF

EXI

T D

EVI

CE

STANDARD MOUNTING HEIGHTS

BALLISTIC LEVEL 1 DOOR ASSEMBLY W/ BALLISTIC RATED SAFETY GLAZING,TYP.

4"10

"

4"

FRAME TYPE LEGEND

1 DOOR SIZE

DO

OR

SIZ

E

MATERIAL:ALUM ALUMINUMSTL STEELWD WOODGL GLASSTG TEMPERED GLAZING, ANSI Z97.1 CLASS ALG LAMINATED GLAZING, ANSI Z97.1 CLASS AHM HOLLOW METAL

ABBREVIATIONS: DOOR SCHEDULEFINISH:ANOD ANODIZEDCLR CLEARPT # PAINT

DOOR SCHEDULE GENERAL NOTES1. THICKNESS OF DOOR 1 3/4" UNLESS NOTED OTHERWISE2. PROVIDE ADA COMPLIANT LEVER HARDWARE AT ALL HINGED DOORS, TYPICAL.3. PROVIDE DOOR SILENCERS WHERE GASKETING IS NOT SPECIFIED. THE COLOR OF BRUSH

GASKETING (IF USED) SHALL MATCH THE COLOR OF SURROUNDING FRAME.4. ALL GLAZING IN DOORS AND FRAMES TO BE TEMPERED GLAZING (TG) OR LAMINATED

GLAZING (LG), UNLESS OTHERWISE NOTED.5. EACH PANE OF TEMPERED OR LAMINATED GLASS SHALL BE PERMANENTLY IDENTIFIED BY

MANUFACTURER WITH A MARK THAT ONCE APPLIED, CANNOT BE REMOVED WITHOUT BEING DESTROYED.

6. THE OPENING FORCE OF DOORS ALONG AN ACCESSIBLE ROUTE SHALL NOT EXCEED 8 1/2 POUNDS-FORCE FOR EXTERIOR DOORS AND 5 POUNDS-FORCE FOR INTERIOR DOORS.

LOCK FUNCTION:

PA PASSAGEPR PRIVACYE ENTRANCE/OFFICEC CLASSROOMS STOREROOMPP PUSH/PULL

REFER TO MAIN ABBREVIATION LIST FOR ADDITIONAL ABBREVIATIONS.

HARDWARE GROUPSREFERENCE PROJECT SPECIFICATIONS

SEE WALL TYPES

FOR TYPICAL NOTES SEE

MANUFACTURER'S PROPRIETARY HEADER SYSTEM. CONFIRM SIZE OF HEADER WITH STRUCTURAL REQUIREMENTS ACCORDING TO PRODUCT LOAD TABLE.

2A904


1/4" BALLISTIC WALL PANEL

SEE WALL TYPES

JAMB STUDS AT JAMBS -FULL HEIGHT, THICKNESS AS REQUIRED BY MANUFACTURER'S LOAD TABLE

FACE OF FINISH AT WALL WHERE OCCURS

2"

DOOR 1 1/4"

WALL + 1"

5/8"

2"

SEE A902 FOR ADDITIONAL INFORMATION

FASTEN TRACK WITH TWO FASTENERS AT EDGE OF OPENINGS

FASTEN DOOR JAMBS WITH TWO FASTENERS AT EDGE OF OPENINGS


1/4" BALLISTIC WALL PANEL

ROLLER TUBE AND SHADE BAND ASSEMBLY

SHADE CLOTH

HEM BAR SEALED INSIDE SHADE CLOTHSTANDARD BRACKET

FASTENERS THROUGH BRACKET FLANGE FOR TOP MOUNT

DRIVE CHAIN

ACT PER CEILING PLAN

(E) EXTERIOR WALL ASSEMBLY

(E) GYPSUM BOARD

(E) STOREFRONT ASSEMBLY

THE

ADJA

CEN

T SA

MPL

ES S

HO

W T

HR

EE L

EVEL

S O

F SH

ADIN

G.

SETT

ING

S FO

R V

IEW

ING

AN

D P

RIN

TIN

G C

ON

TEN

T AR

E O

PTIM

IZED

WH

EN A

LL T

HR

EE D

OTS

AR

E VI

SIB

LE.

THIS

GU

IDAN

CE

IS F

OR

REF

EREN

CE

ON

LY.

BLAC

KD

ARK

GR

AYLI

GH

T G

RAY


Sheet:

Date:

HEA Project no.


Revisions:


503 227 4860 TEL503 227 4920 FAX


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SET

02 OCTOBER 2017

A904

DOOR SCHEDULE& DETAILS



DAS

17021

MDDP


DOOR SCHEDULE

ROOM NAME

DOOR FRAME

HARDWAREGROUP

DESIGN CRITERIA (hide columns at CD)

ASSEMBLYRATING NOTESNO. TYPE

SIZE

MATERIAL FINISH TYPE MATERIAL FINISH CARD READER DOOR CLOSER

AUTOMATICDOOR

OPERATORWIDTH HEIGHT

VESTIBULE 101A(E) (E) 6' - 0" 9' - 10 3/4" (E) ALUM (E) (E) (E) ALUM (E) E-01 (E) (E) (E) NR MODIFY (E) HARDWARE TO MEET HARDWARE GROUP REQUIREMENTS.VESTIBULE 101B(E) (E) 6' - 0" 8' - 9 1/2" (E) ALUM (E) (E) (E) ALUM (E) E-05 - (E) (E) NRLOBBY 102A B 3' - 0" 7' - 0" HM P 1 HM P E-03 YES, LOBBY SIDE YES - NR REMOTE UNLOCKINGLOBBY 102B CC 6' - 0" 8' - 2" ALUM BRONZE ANODIZED

ALUMINUM1 ALUM BRONZE ANODIZED

ALUMINUME-02 YES, LOBBY SIDE YES YES NR VERIFY DOOR HEIGHT, COORDINATE W/ (E) CEILING HEIGHT & ADA

OPERATOR.RECEPTION 103A B 3' - 0" 7' - 0" HM P 1 HM P E-04 YES, RECEPTION

SIDEYES - NR

RECEPTION 103B B 3' - 0" 7' - 0" HM P 1 HM P E-04 YES, RECEPTIONSIDE

YES - NR

3" = 1'-0"A904HM DOOR FRAME - HEAD1

3" = 1'-0"A904HM DOOR FRAME - JAMB2

3" = 1'-0"A904ROLLER SHADE3

CENTER MULLION

EQ EQ EQ EQ

EQ

EQ

LOCATION OF SURFACE SCORING WHERE APPLICABLE

ACOUSTICAL CEILING PANEL, TYPICAL

ACCEPTABLE LOCATIONS FOR DETECTORS, SPRINKLERS, RECESSED LIGHTS , ETC.

CL CL

CL

CROSS TEE @ 2'-0" O.C.

MAIN RUNNER @ 4'-0" O.C.

45° M

AX

.

45° MAX.

45°

MA

X.

45° M

AX.

12 GA. HANGER WIRE TYPICAL @ 4'-0" O.C. EACH DIRECTION

4-WAY 12 GA. DIAGONAL BRACE WIRES AT 45° MAX. TO THE PLANE OF THE CEILING AND PARALLEL TO THE INTERSECTING COMPONENTS AT THE BRACE LOCATION

2" MAX. TYP.

VERTICAL COMPRESSION STRUT (ELECTRICAL CONDUIT, EMT) HELD TIGHT TO STRUCTURE ABOVE. SLOT TO FIT OVER T-BAR. 12 GA. VERTICAL HANGER WIRE WITHIN CONDUIT, SECURED TO MAIN RUNNER.

1/2" DIA. EMT: 5'-10" MAX. LENGTH3/4" DIA. EMT: 7'-8" MAX. LENGTH1" DIA. EMT: 9'-9" MAX LENGTH

WALL ANGLE

VERTICAL HANGER WIRE

8" MAX.1/2" GAP BETWEEN END OF T-BAR & WALL ANGLE

7/8"

PERIMETER CLIP

T-BAR UNATTACHED TO WALL ANGLE, ATTACH OPPOSITE WALL SEE

T-BAR

CEILING PANEL

8" MAX.

PERIMETER CLIP FASTENED TO T-BAR T-BAR ATTACHED TO WALL ANGLE, PROVIDE 1/2" CLEARANCE & UNATTACHED CONDITION AT OPPOSITE WALL, SEE

NOTE:CUT EDGE OF TILE WHERE REQUIRED. WHERE CUT, ROUTE OUT TILE FACE TO MATCH RECESSED JOINTS ELSEWHERE.

7/8"

T-BAR

FOR CEILINGS IN IBC CATEGORIES D, E, F, AND 144 SF

WA

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FIR

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4' -

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2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

12 GA. VERTICAL HANGER WIRES @ PERIMETER OF CEILINGS IN IBC CATEGORIES D, E, F AND OVER 144 SFNOTE:

THE ABOVE DIAGRAM SHOWS THE MAXIMUM SPACING OF SUPPORT AND BRACING ELEMENTS. COORDINATE WITH MECHANICAL AND ELECTRICAL ABOVE CEILING ELEMENTS WHILE MAINTAINING MAXIMUM SPACING SHOWN.

MAIN "T" BAR

12 GA. VERTICAL HANGER WIRES @ 4'-0" O.C. EACH WAY

4 WAY - 45 DEGREE DIAGONAL 12 GA. WIRE BRACING & COMPRESSION STRUT @ 12'-0" OC BOTH WAYS AT CEILINGS IN IBC CATEGORIES D, E, F AND OVER 144 SF

FIRST BRACING POINT FROM WALL

8"

MA

X.

8" MAX.

A9053

A9053

A9052

FIRST BRACING

4' - 0" MAX. TO

6"

UO

N

ACT PER CEILING PLAN

HEIGHT PER PLAN

HEIGHT PER PLAN

WALL ANGLE

GYPSUM CEILING BOARD

DRYWALL GRID FRAMING

WALL ANGLE OR CHANNEL

VERTICAL HANGER WIRE, TYP

8" MAX.

2"

8" MAX.

MAIN BEAM

GYPSUM CEILING BOARD

CROSS TEE, TYP

SCREW MAINS DIRECTLY TO WALL ANGLE

SCREW TEES DIRECTLY TO WALL ANGLE

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02 OCTOBER 2017

A905

CEILING DETAILS



DAS

17021

MD

DP


NOT TO SCALEA905CEILING MOUNT LOCATIONS4

NOT TO SCALEA905CEILING SEISMIC BRACING DIAGRAM2

NOT TO SCALEA905CEILING - WALL CONDITION3

NOT TO SCALEA905DIAGRAM CEILING PLAN - ACOUSTIC CEILING PANELS1

3" = 1'-0"A905CEILING TRANSITION - GYPSUM BOARD TO ACT5

NOT TO SCALEA905GYPSUM CEILING BOARD - TYPICAL INSTALLATION6

ALAN OSBORNE

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HIE

PORTLAND, OREGON

3040

SYSTEMS WEST SYSTEMS WEST SYSTEMS WEST SYSTEMS WEST

ENGINEERS, INC.ENGINEERS, INC.ENGINEERS, INC.ENGINEERS, INC.411 high streeteugene, oregon 97401-2427541.342.7210systemswestengineers.comSWE Project No. T028.01

Copyright 2016 Hennebery Eddy Architects, Inc.Copyright 2016 Hennebery Eddy Architects, Inc.Copyright 2016 Hennebery Eddy Architects, Inc.Copyright 2016 Hennebery Eddy Architects, Inc.

Sheet:

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10.02.201710.02.201710.02.201710.02.2017

M001M001M001M001

MECHANICALMECHANICALMECHANICALMECHANICALLEGEND, GENERALLEGEND, GENERALLEGEND, GENERALLEGEND, GENERAL

NOTES &NOTES &NOTES &NOTES &SCHEDULESSCHEDULESSCHEDULESSCHEDULES

ODAS Executive LobbyODAS Executive LobbyODAS Executive LobbyODAS Executive Lobby

155 Cottage St. NE155 Cottage St. NE155 Cottage St. NE155 Cottage St. NESalem, OR 97301Salem, OR 97301Salem, OR 97301Salem, OR 97301

Dan PetrescuDan PetrescuDan PetrescuDan Petrescu

17021170211702117021

TKO

GNL

100% Construction Documents100% Construction Documents100% Construction Documents100% Construction Documents

M E C H A N I C A L L E G E N D

PIPING DUCTWORK GENERAL GENERAL NOTES

CONTROLS

ABBREVIATIONS

HYDRONIC PIPING:

1. THE FACILITY WILL REMAIN IN OPERATION DURING CONSTRUCTION.

COORDINATE ALL SHUTDOWNS AND CONSTRUCTION ACTIVITY WITH

FACILITIES STAFF.

2. SIZE AND LOCATION OF ALL PIPING AND OTHER MECHANICAL EQUIPMENT IS

APPROXIMATE. CONTRACTOR SHALL SITE VERIFY THE EXACT LOCATION OF

EXISTING AND CONSTRUCT ALL WORK FROM FIELD DIMENSIONS.

CONTRACTOR SHALL MAKE ADJUSTMENTS NECESSARY TO ACCOMMODATE

MINOR DEVIATIONS AT NO COST TO OWNER.

3. FINE (LIGHT) LINE WORK INDICATES EXISTING PIPING AND OTHER MECHANICAL EQUIPMENT.

BOLD (HEAVY) LINE WORK INDICATES NEW PIPING AND OTHER MECHANICAL EQUIPMENT.

4. WHERE (E) FIRE PROTECTIVE TREATMENT ON STRUCTURAL MEMBERS IS DAMAGED OR

REMOVED AS A RESULT OF WORK, REPAIR TREATMENT TO MATCH (E).

5. DOCUMENTS HAVE BEEN PREPARED USING A 3-DIMENSIONAL COMPUTERIZED MODELING

PROGRAM TO ESTABLISH EQUIPMENT AND UTILITY ARRANGEMENT, AND TO VERIFY THAT SPACE

FOR EQUIPMENT IS ADEQUATE. HOWEVER, CLEARANCE IS LIMITED SOME AREAS, AND CAREFUL

COORDINATION BETWEEN TRADES IS REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO FULLY COORDINATE THE WORK OF EACH TRADE, AND TO VERIFY AND ROUTING PRIOR TO

THE START OF WORK WHERE WORK IS NOT PROPERLY COORDINATED, ANY INSTALLED WORK

THAT MUST BE MODIFIED TO ALLOW WORK OF OTHER TRADES OR TO PROVIDE RECOMMENDED

MAINTENANCE ACCESS SHALL BE PERFORMED AT NO EXPENSE TO THE OWNER.

SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTIONDESCRIPTIONABBREVIATIONSYMBOL

DOUBLE-LINE SYMBOL SINGLE-LINE SYMBOL DESCRIPTION

HEATING WATER SUPPLY

HEATING WATER RETURN

HS

HR

HS

HR

PIPING UP

PIPING DOWN

CAPPED PIPE

PIPE REDUCING FITTING: CONCENTRIC,

ECCENTRIC

DIRECTION OF FLOW

BALL VALVE

AUTOMATIC CONTROL

VALVE: 2-WAY

AUTOMATIC CONTROL

VALVE: 3-WAY

CONSOLIDATED FITTING RETURN

CONSOLIDATED FITTING SUPPLY

BV

AV

AV

CFR

CFS

RECTANGULAR SUPPLY AIR DUCT UP

RECTANGULAR RETURN AIR DUCT UP

RECTANGULAR SUPPLY AIR DUCT UP

RECTANGULAR RETURN AIR DN

ROUND DUCTWORK UP

ROUND DUCTWORK DOWN

TURN VANE ELBOW

STANDARD RADIUS ELBOW

FLEXIBLE DUCT CONNECTION

DUCT SIZE: WIDTH x DEPTH

DIFFUSER TYPE

SIZE - BLOW PATTERN (IF NOT 4-WAY)

AIR VOLUME IN CUBIC FEET per MINUTE (CFM)

GRILLE TYPE

SIZE

AIR VOLUME IN CUBIC FEET per MINUTE (CFM)

INTERNALLY LINED OR DOUBLE

WALL DUCTWORK

MANUAL VOLUME DAMPER

CONCENTRIC TRANSITION

ECCENTRIC TRANSITION

RECTANGULAR TO ROUND TRANSITION

45 DEGREE LATERAL

BRANCH, ROUND

CONICAL BRANCH, ROUND

45 DEGREE ENTRY BRANCH,

ROUND OR RECTANGULAR

SA

RA

12x612x6

SD-1 6x6-3W 100

RG-1

10x6

200

RECT. ROUND

EXISTING

DIAMETER

NEW TO EXISTING POINT OF CONNECTION

NOTE REFERENCE MARKER

PLAN OR DETAIL REFERENCE MARKER

SECTION REFERENCE MARKER

EQUIPMENT MARKER

ROOM NUMBER

EXISTING SHOWN LIGHT

NEW WORK SHOWN BOLD

EXISTING TO BE REMOVED

2

2

2 2

M-121 M-501

208

EF

(E)

A

M-401

OR dia

PLAN OR DETAIL NUMBER

SHEET NUMBER

SECTION LETTERSHEET NUMBER

EQUIPMENT TYPE

EQUIPMENT NUMBER

SYMBOL DESCRIPTION

SPACE SENSORUNIT

TAHU-1

ACH AIR CHANGES PER HOUR

AFF ABOVE FINISHED FLOOR

AFS AUTOMATIC FIRE SPRINKLER

AL ALUMINUM

ALT ALTERNATE

APD AIR PRESSURE DROP

BAS BUILDING AUTOMATION SYSTEM

BHP BRAKE HORSEPOWER

BOD BOTTOM OF DUCT

BTUH BRITISH THERMAL UNITS PER HOUR

CFH CUBIC FEET per HOUR

CFM CUBIC FEET per MINUTE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUATION

DB DRY BULB

Dba DECIBELS ACOUSTIC

DN DOWN

DP DIFFERENTIAL PRESSURE

EAT ENTERING AIR TEMPERATURE

EER ENERGY EFFICIENCY RATIO

EFF EFFICIENCY

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

FLA FULL LOAD AMPS

FPM FEET PER MINUTE

FT FEET

FT WC FEET WATER COLUMN

FUT FUTURE

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GYP BD GYPSUM WALL BOARD

HP HORSEPOWER

HSPF HEATING SEASONAL

PERFORMANCE FACTOR

HVAC HEATING, VENTILATING,

& AIR CONDITIONING

HZ HERTZ (CYCLES PER SECOND)

IAQ INDOOR AIR QUALITY

IE INVERT ELEVATION

IN INCHES

IN WC INCHES WATER COLUMN

IPLV INTEGRATED PART LOAD VALUE

IW INDIRECT WASTE

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LWT LEAVING WATER TEMPERATURE

Ma MILLIAMPERE

MAX MAXIMUM

MBH THOUSAND BTUs per HOUR

MCA MINIMUM CIRCUIT AMPS

MFGR MANUFACTURER

MIN MINIMUM

MOP MAX. OVERCURRENT PROTECTION

NC NOISE CRITERIA

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

OFCI OWNER FURNISHED/

CONTRACTOR INSTALLED

PD PRESSURE DROP

PH PHASE

PPH POUNDS per HOUR

PSI POUNDS per SQUARE INCH GAUGE

REQ'D REQUIRED

RF RETURN FAN

RH RELATIVE HUMIDITY

RPM REVOLUTIONS per MINUTE

SEER SEASONAL ENERGY EFFICIENCY RATIO

SF SUPPLY FAN

SS STAINLESS STEEL

STL STEEL

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

VFD VARIABLE FREQUENCY DRIVE

WB WET BULB

WC WATER COLUMN

WG WATER GAUGE

. . . . . . . . .

. . . . . . . . .. . . . . . . . .

A

A

T E R M I N A L U N I T S - V A V

TAG No. MANUFACTURER MODEL No.

TERMINAL UNIT

REMARKSINLET SIZE

(IN)COOLING MAX

(CFM)HEATING MAX

(CFM)TU MIN(CFM)

T-23 TITUS HSR-M 5 350 0 0 EXISTING NO WORK

T-24 TITUS HSR-M 5 350 0 0 EXISTING NO WORK

T-29 TITUS HS-M 6 330 165 100 EXISTING



© Systems West Engineers, Inc. 2017. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820)

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REGI

STERED PROFESSIONALENGINEER# 14,532

OREGON

GREGORY N . LANGDON

FFFF GGGG HHHH IIII JJJJ

MMMM

NNNN

(E)

T

24(E)

T

23

(E)

T

30

(E)

T

31

(E)

T

29

12"ø

8"ø

14"ø

12"ø

10"ø

10"ø

10"ø 10"ø10"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

8"ø

6"ø 6"ø

6"ø

TSF-6

1

1

1

1

1

1

1

1

3/4" HS

3/4" HR1" HS

1" HR

HS & HR CONT.

12"Ø SA CONT.

14"Ø SA CONT.

10"Ø SA CONT.

8"Ø SA CONT.

HS & HR CONT.

TT-23 & T-24

3

2

2




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10.02.201710.02.201710.02.201710.02.2017

M101M101M101M101

MECHANICALMECHANICALMECHANICALMECHANICALDEMOLITIONDEMOLITIONDEMOLITIONDEMOLITION




17021170211702117021

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1/8" = 1'-0"M101MECHANICAL DEMOLITION PLAN - FIRST FLOOR1

R E F E R E N C E N O T E S :

1 SALVAGE DIFFUSER FOR RELOCATION.

DISCONNECT TERMINAL UNIT FROM (E) PNEUMATIC THERMOSTAT SF-6.

SALVAGE EXISTING TERMINAL UNIT FOR RELOCATION.

DISCONNECT T-30 FROM (E) PNEUMATIC THERMOSTAT SF-6.

2

3

PROJECTPROJECTPROJECTPROJECT

NORTHNORTHNORTHNORTH


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OREGON

GREGORY N . LANGDON

FFFF GGGG HHHH IIII

MMMM

NNNN

RECEPTIONRECEPTIONRECEPTIONRECEPTION

103LOBBYLOBBYLOBBYLOBBY

102

(E)SG350 CFM

(E)SG350 CFM

(E)SD110 CFM

(E)SD110 CFM

(E)SD110 CFM

(E)SD110 CFM

48" -2 -6"ø

SD-2

110 CFM

(E)SD110 CFM

(E)SD110 CFM

(E)SD110 CFM

(TYP. of 5)

(E)

T

24

(E)

T

23

(E)

T

30

12"ø

8"ø

12"ø

10"ø

10"ø

10"ø 10"ø10"ø6"ø

6"ø

6"ø

8"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

TSF-6

TT-30

TT-23 & T-24

1

1

1

18"x18"

RG-2

18"x18"550 CFM

T

31

T

29

2

2

12"x

8"

12"x8"8"ø

6"ø

6"ø

6"ø

8"ø

6"ø

6"ø

14"ø

12"x

8"




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10.02.201710.02.201710.02.201710.02.2017

M121M121M121M121

AIR DISTRIBUTIONAIR DISTRIBUTIONAIR DISTRIBUTIONAIR DISTRIBUTION- FIRST FLOOR- FIRST FLOOR- FIRST FLOOR- FIRST FLOOR




17021170211702117021

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1/8" = 1'-0"M121AIR DISTRIBUTION - FIRST FLOOR1

R E F E R E N C E N O T E S :

RELOCATED SUPPLY DIFFUSER

RELOCATED TERMINAL UNIT. RECONNECT TERMINAL UNIT TO (E)

PNEUMATIC THERMOSTAT SF-6.

1

PROJECTPROJECTPROJECTPROJECT

NORTHNORTHNORTHNORTH

2


S H E E T N O T E S :

1. CALIBERATE PNEUMATIC THERMOSTATS AND TERMINAL UNIT FLOW

STATIONS IN AREA OF WORK ONCE WORK IS COMPLETED.

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OREGON

GREGORY N . LANGDON

CEILING

SHEETMETAL DUCT

LINED SHEETMETAL BOOT

MAXIMUM OFFSET IN HORIZONTAL AND

VERTICAL PLANE TO BE 15° FOR FLEXIBLE DUCT

CONNECTION TO DIFFUSER BOOT COLLAR.

FASTEN FLEXIBLE DUCT TO SHEET METAL DUCT

PER SPECIFICATIONS.

SHEETMETAL DUCT

FLEXIBLE DUCT

CEILING

MAX. 36" FLEXIBLE DUCT

LINED SHEETMETAL BOOT

WIDTH OF

DIFFUSER

NECK

ONE-LINE

TWO-LINE

ONE-LINE

TWO-LINE

PLAN VIEW PLAN VIEW

1

1

AIR

FLO

W

FLOWAIR

CEILING SUPPLY DIFFUSER

"CROSS" TYPE WYE-FITTING ECCENTRIC REDUCER

REDUCERD

R

D ≤ 14", R = D

D ≥ 16", R = 15"

ROUND

DUCT

"SPIN-IN"

FITTING

W/ DAMPER

(E)

RECTANGULAR

DUCT

BRANCH CONNECTION TO

EXISTING RECTANGULAR

DUCTWORK

45° ELL

OPPOSED BLADE DAMPER

WIDTH OF

DIFFUSER NECK.

MIN.

SUPPLY

DIFFUSER

CEILING

15° MAX.

22-1/2°

15° MAX.

SAME R:D AS

90° ELL

45° ELL 90° ELL

45° TEE

RETURN DUCTWORK

I'-0"

MIN

.

FINAL DUCT SECTION

RETURN AIR

GRILLE

MITERED ELBOW

WITHOUT TURN

VANES

4W

(4" MIN.)

W

30° MAX. OVER 30°

15° MAX.

30° MAX. 45°

15° MAX.

45° BRANCH

PROVIDE AIR EXTRACTOR WITH EXTERNAL

OPERATING KNOB WHERE 45° BRANCH TAKEOFF

CANNOT BE INSTALLED.

W

AIR FOIL

TURNVANE

ELBOW

MANUAL

BALANCING

DAMPER W

COIL

ACCESS

DOOR

30° MAX. 30° MAX.

INNER

RADIUS

= 6" MIN.

1-1/2" W

MIN.

TURN VANES

AS SPECIFIED

DUCT OFFSETS

RADIUS ELBOW TRANSITION

SUPPLY OR RETURN

DUCT TRANSITION

WITH DUCT COILGENERAL NOTES:

DUCT LINER NOT SHOWN FOR CLARITY.

FOR ADDITIONAL DETAIL, DUCTWORK SHALL BE CONSTRUCTED

PER 2005 SMACNA HVAC DUCT CONSTRUCTION STANDARDS.

DUCT OFFSETS AND TRANSITIONS MAY CONVERT DUCT PROFILES

TO ANY COMBINATION FOR RECTANGULAR, ROUND OR FLAT OVAL

SHAPES.

1.

2.

3.

1

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10.02.201710.02.201710.02.201710.02.2017

M501M501M501M501

MECHANICALMECHANICALMECHANICALMECHANICALDETAILSDETAILSDETAILSDETAILS




17021170211702117021

TKO

GNL


NOT TO SCALE1111

DIFFUSER GRILL & REGISTER CONNECTIONDIFFUSER GRILL & REGISTER CONNECTIONDIFFUSER GRILL & REGISTER CONNECTIONDIFFUSER GRILL & REGISTER CONNECTIONNOT TO SCALE

2222ROUND DUCT CONSTRUCTIONROUND DUCT CONSTRUCTIONROUND DUCT CONSTRUCTIONROUND DUCT CONSTRUCTION

NOT TO SCALE3333

RETURN AIR GRILLE - ONE ELBOWRETURN AIR GRILLE - ONE ELBOWRETURN AIR GRILLE - ONE ELBOWRETURN AIR GRILLE - ONE ELBOW


NOT TO SCALE4444

DUCT CONSTRUCTIONDUCT CONSTRUCTIONDUCT CONSTRUCTIONDUCT CONSTRUCTION

E

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DIGITALLY SIGNED

REGI


OREGON

GREGORY N . LANGDON


Sheet:

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Inc .


PERMIT SET: 10.02.2017

EXECUTIVE BUILDINGLOBBY


DAS

17021

BMJMJC

stewardship through design™

2110 STATE STREETSALEM, OREGON 97301

503-447-5030FluentEngineering.com

NOT FOR CONSTRUCTION WHEN UNSIGNED

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ADDENDUM #1: 12.04.20171

SHEET INDEX

E0.0 LEGEND

E2.0 DEMOLITION PLANS

E3.0 LIGHTING PLANS

E4.0 POWER/SIGNAL PLANS

E4.1 POWER OVERALL PLAN

E6.0 DETAILS

RECESSED LIGHT FIXTURE. DRAWN

TO SCALE WHERE POSSIBLE. "b" =

LIGHTS CONTROLLED. E= ON

EMERGENCY

WALL MOUNTED FIXTURE / WALL

SCONCE

SURFACE FIXTURE. DRAWN TO

SCALE WHERE POSSIBLE. "b" =

LIGHTS CONTROLLED. E= ON

EMERGENCY

FLUORESCENT STRIP LIGHT. "b" =

LIGHTS CONTROLLED.

SWITCH, a = LIGHTS CONTROLLED.

3 = THREE-WAY, O.C = AUTOMATIC

(OCCUPANCY SENSOR) WALL

SWITCH, OC2= 2 CIRCUIT

AUTOMATIC WALL SWITCH, L.V. =

LOW VOLTAGE, K = KEYED SWITCH,

D= DIMMER, T=TIMER

FIXTURE IDENTIFIER. FIXTURE TYPE

"A1". SEE LIGHTING WORK

SCHEDULE. E = ON EMERGENCY

POWER

UNIVERSAL MOUNT EXIT SIGN WITH

DIRECTIONAL ARROWS

PENDANT/LINEAR PENDANT

FIXTURE. "b" = LIGHTS

CONTROLLED

ARM MOUNTED FIXTURE

CYLINDRICAL DOWNLIGHT FIXTURE

OTHER FIXTURES AS NOTED. "b" =

LIGHTS CONTROLLED

CEILING MOUNTED OCCUPANCY

SENSOR COMPLETE SYSTEM WITH

POWER PACK. "a" = LIGHTS

CONTROLLED.

PANEL

REMOTE PROGRAMMABLE

AUTOMATIC PHOTOSENSOR

"a" = LIGHTS CONTROLLED.

AUTOMATIC WALL SWITCH

FIXTURE AS INDICATED ON

LIGHTING FIXTURE SCHEDULE-

SYMBOL VARIES.

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

ARCH ARCHITECT/ARCHITECTURAL

BLDG BUILDING

C CONDUIT

CD CANDELA

CKT CIRCUIT

CONF CONFERENCE ROOM

COR CORRIDOR

CPF COMPACT FLUORESCENT

CW COLD WEATHER

ELEC ELECTRICAL

EMERG EMERGENCY

FACP FIRE ALARM CONTROL PANEL

FB FIRE ALARM BELL

FLUOR FLUORESCENT

FP FIRE PULL STATION

FT FEET

FSD FIRE SMOKE DAMPER

GFI GROUND FAULT INTERRUPTER

GFIB GROUND FAULT CIRCUIT

INTERRUPTING BREAKER

+ +44" AFF

++ MOUNT ON CEILING FOR

PROJECTOR

- MOUNT BELOW/UNDER SINK

MOUNT FOR TV HEIGHT

GND GROUND

HVAC HEATING, VENTILATING, & AIR

CONDITIONING

IDF INTERMEDIATE DISTRIBUTION

FRAME

INC INCANDESCENT

DUPLEX RECEPTACLE "+44"

MOUNTING HEIGHT AFF IN INCHES.

GFI = GROUND FAULT INTERRUPTER

TYPE. SC = SWITCHED CIRCUIT

DOUBLE DUPLEX RECEPTACLE

VOICE/DATA OUTLET

FIRE ALARM BELL/ SPRINKLER BELL

MANUAL PULL STATION

HORN & STROBE COMBO.

CANDELA RATING AS INDICATED

(75 CANDELA SHOWN)

SPEAKER / HORN

STROBE WITH CANDELA RATING

AS INDICATED (75 CANDELA

SHOWN)

PHOTO ELECTRIC COMBINATION

CO/SMOKE DETECTOR

FIRE ALARM CONTROL PANEL

FACP

FIRE ALARM ANNUNCIATOR

FAA

FLOW SWITCH

TAMPER SWITCH

MAGNETIC DOOR HOLD

PHOTO ELECTRIC DUCT SMOKE

DETECTOR WITH RELAY BASE

ADDRESSABLE RELAY BASE

HEAT DETECTOR

R

D

H

TS

FS

GFI

W1A

PNL

F

GENERAL LIGHTING ABBREVIATIONS

FIRE ALARM / LV

SYMBOL DESCRIPTION

WH

2

2

C

J

UNDERGROUND/ UNDERFLOOR

RACEWAY AND CONDUCTORS

HOMERUN

ELECTRICAL EQUIPMENT AS

IDENTIFIED ON DRAWINGS

REFERENCE NOTE

EQUIPMENT TAG (WATER HEATER 2

SHOWN)

CONCEALED RACEWAY AND

CONDUCTORS. NUMBER OF

SLASHES INDICATES NUMBER

OF CONDUCTORS. PROVIDE

GROUND CONDUCTOR NOT

SHOWN. ZERO SLASHES = 2

CONDUCTORS WITH 3RD

GROUND CONDUCTOR.

PROVIDE #12 CONDUCTORS

UNLESS OTHERWISE SHOWN

LOW VOLTAGE CONTROL CABLE

FLEXIBLE CONNECTION

JUNCTION BOX (J-BOX)

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

a

A1

b

EX-1

M

a

o.c.

A1

b

A1

b

A1

b

A1

b

A1

b

E

E

A1

TV OUTLETTV

KP

CARD READER, ELECTRONIC DOOR

LOCK- RACEWAY AND

CONDUCTOR- SEE DIV. 8.

ABBREVIATIONS CONT.

SYMBOL DESCRIPTION

JAN JANITOR ROOM

KIT KITCHEN

LV LOW VOLTAGE

MC METAL CLAD

MDF MAIN DISTRIBUTION FRAME

MECH MECHANICAL

N.L. NIGHT LIGHT

OF OFFICE

OL OCCUPANT LOAD

PIR PASSIVE INFRARED

PL PLASTER

PNL PANEL

PROVIDE FURNISH AND INSTALL

PRS PROGRAM RAPID START

RES RESOURCE CENTER

RR RESTROOM

RS RAPID START

SD SUB-DISTRIBUTION

SLC SIGNAL LINE CARRIER

ST STORAGE

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TVSS TRANSIENT VOLTAGE SURGE

SUPPRESSION

TYP TYPICAL

W WATT

WP WEATHER PROOF

WR WORK ROOM

W/D CLOTHES WASHER-DRYER

TV

VOICE/DATA OUTLET WITH TV

TV

OR

PHOTO ELECTRIC SMOKE/CO

DETECTOR WITH SOUNDER BASE

SB

HOR

SINGLE STATION COMBINATION

SMOKE/CO ALARM. STROBE= WITH

REMOTE STROBE, SEE DETAILS

BEAM DETECTOR

PoE IP CAMERA, O=OUTDOOR

I= INDOOR

FLOOR BOX

SPECIFIC RECEPTACLE, SEE PNL

SCHED. AND MECH FOR

CONFIGURATION. MATCH

CONFIGURATION PER EQUIPMENT

INSTALLED

GROUND FAULT CURRENT

INTERRUPTING

ELECTRICAL PANEL OR ENCLOSURE,

DESIGNATION NOTED

MOTOR

DISCONNECT, F= FUSED

OR

FIRE SMOKE DAMPER WITH DUCT

DETECTORS ON EACH SIDE OF

FSD

FSD

P

a

ALARM PANIC SWITCHP

E0.0

COVER SHEET &LEGEND

1

AutoCAD SHX Text

921 SW WASHINGTON STREET

AutoCAD SHX Text

SUITE 250 PORTLAND OREGON 97205

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TEL

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503 227 4920

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FAX

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75cd

AutoCAD SHX Text

75cd

AutoCAD SHX Text

S

AutoCAD SHX Text

3

AutoCAD SHX Text

S

3 4 5 6

A

B


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ADDENDUM #1: 12.04.20171

ELECTRICAL DEMOLITION

SCALE: 1/4" = 1'-0"

E5.0

1

1. REMOVE (E) LIGHT FIXTURE. CIRCUIT TO REMAIN.

2. REMOVE (E) EXIT SIGN. CIRCUIT TO REMAIN.

3. REMOVE (E) FIRE ALARM STROBE. SALVAGE TO OWNER.

4. (E) FIRE ALARM PULL STATION TO REMAIN, SAVE AND PROTECT FROM DAMAGE.

5. RELOCATE (E) FIXTURE TO ACCOMMODATE NEW WALL. SEE ARCH. FIXTURE TO REMAIN

CONNECTED TO EXISTING SAME CIRCUIT. PROVIDE NEW ABOVE CEILING J-BOX, RACEWAY,

AND CONDUCTORS AS REQUIRED TO EXTEND CIRCUIT TO NEW LOCATION. EXPOSED SPLICE

OF FIXTURE WHIP OR EXTENDING EXISTING FIXTURE WHIP IS NOT ACCEPTABLE.

6. RELOCATE (E) FIRE ALARM SMOKE DETECTOR AS SHOWN.

7. REMOVE (E) POWER POLE CONNECTION TO (E) SYSTEMS FURNITURE.

8. RELOCATE (E) POWER POLE CONNECTION TO (E) SYSTEMS FURNITURE. CONNECTION TO

REMAIN; FURNITURE SHIFTS NORTH. SEE ARCH.

KEYED NOTES

#

1. EXACT (E) LIGHT FIXTURE LOCATION NOT SHOWN.

2. PRESERVE AND PROTECT (E) VESDA FIRE ALARM SMOKE DETECTION SYSTEM LOCATED

ABOVE CEILING (NOT SHOWN). PROVIDE FIRE WATCH AS REQUIRED BY AHJ WHEN VESDA

SYSTEM IS NOT IN OPERATION DURING CONSTRUCTION AND WHILE BUILDING IS OCCUPIED.

3. AT NO TIME SHALL FIRE ALARM SYSTEM BE DISABLED WHILE BUILDING IS OCCUPIED. PROVIDE FIRE

WATCH AS REQUIRED BY AHJ DURING FIRE ALARM SYSTEM WORK. NEW INITIATING DEVICES SHALL

BE LABELED “NOT IN SERVICE” UNTIL APPROVED BY AHJ. SUBMIT REVISED FIRE ALARM VOLTAGE

AND BATTERY CALCULATIONS FOR NEW EQUIPMENT. CONTRACTOR IS REQUIRED TO SUBMIT FOR,

AND OBTAIN REQUIRED PERMITS FOR FIRE ALARM MODIFICATIONS INCLUDING MEETING AHJ

SUBMITTAL REQUIREMENTS.

4. AT NO TIME SHALL EMERGENCY GENERATOR, AND ASSOCIATED EGRESS LIGHTING CIRCUITS BE

DISABLED WHILE BUILDING IS OCCUPIED.

5. SALVAGE (E) ACCESS CONTROL DEVICES BEING REMOVED TO OWNER.

6. DISPOSE OF (E) LAMPS, AND BALLASTS PER EPA REQUIREMENTS. SEE SPECIFICATIONS.

SHEET NOTES

1

1

1

1

1

1

1

1

1

1

2

4

3

5

5

5

6

7

8

E2.0

DEMOLITION PLAN

1

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OR-Stamp & Signature

102LOBBY

101VESTIBULE

103RECEPTION

102B

101B

(E)

103A

103B

102A

101A

(E)

M

M

DDD

ba c

d d d2

d2

c c c c

M

A A A

A

X

X

A2W

P P

A3A3 A3E

A3

D

D

DE

DE

DE

X

d2

d

b

a

a,b,c,d,d2

a,b,c,d,d2

a,b,c,d,d2

J

d

d2

oc


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ADDENDUM #1: 12.04.20171

LIGHTING PLANS

SCALE: 1/4" = 1'-0"

E3.0

1

KEYED NOTES

1. FIXTURES WITH AN "E" DESIGNATION SHALL BE RE-CONNECTED TO EXISTING

EMERGENCY CIRCUIT MADE AVAILABLE FROM DEMOLITION.

2. PROVIDE OCCUPANCY SENSOR CONTROL AFTER BUILDING LIGHTING CONTROL PANEL

RELAY SO THAT BOTH LCP AND OCCUPANCY SENSORS CONTROL ON/OFF FUNCTION

OF THE SPACE. SEE DETAILS.

3. EXIT SIGNS SHALL BE RE-CONNECTED TO EXISTING UNSWITCHED EMERGENCY CIRCUIT

MADE AVAILABLE FROM DEMOLITION.

4. SEE DETAILS FOR LIGHTING CONTROL CONNECTIONS.

5. PROVIDE CAT6 CABLE ROUTED FROM IT ROOM CONCEALED ABOVE CEILING FOR

FUTURE CONTROLS AND/OR POWER OVER ETHERNET (POE) LUMINAIRE CONNECTIONS.

PROVIDE ONE DEDICATED CAT6 CABLE TO EACH FIXTURE RWO SHOWN FOR A TOTAL

OF (6) SEPARATE CAT6 CABLES. PROVIDE TWO ADDITIONAL SPARE CAT6 CABLES FOR A

TOTAL OF (8) CAT6 CABLES.

SHEET NOTES

1. PROVIDE EMERGENCY BYPASS RELAY WITH DIMMING BYPASS. NINE 24, INC. ELCR-Z10

OR APPROVED. LOCATE ABOVE LCP. SEE DETAILS FOR CONNECTIONS.

2. PROVIDE CEILING MOUNTED JUNCTION BOX ABOVE CEILING AND RACEWAY ROUTED

BETWEEN OCCUPANCY SENSOR POWER PACK, BOX NOTED IN KEYED NOTE 3, AND

TO LIGHTING CONTROL PANEL. PROVIDE PULL STRING IN RACEWAY. LABEL J-BOX

AND RACEWAY AS FUTURE LIGHTING ALONG LOBBY WALL.

3. PROVIDE ADDITIONAL GANG FOR FUTURE 1-GANG SWITCH. PROVIDE BLANK COVER

PLATE. PROVIDE AND ROUTE RACEWAY BETWEEN FUTURE BOX AND TO KEYED NOTE

2 J-BOX SHOWN.

4. CONNECT TO (E) EMERGENCY LIGHTING CIRCUIT MADE AVAILABLE FROM

DEMOLITION.

5. RECONNECT TO (E) EXIT LIGHT CIRCUIT.

6. CONNECT TO SEPARATE AUTOMATIC WALL SWITCH.

7. RECONNECT TO (E) LCP CIRCUIT FOR THIS AREA. SEE DEMOLITION.

8. PROVIDE FLUXWERX WF1 DYNAMIC WHITE/TUNABLE WHITE FIXTURE COLOR

TEMPERATURE CONTROL FOR TYPE 'W' FIXTURE. LOCATE CONTROL ABOVE

ACCESSIBLE CEILING NEAR RECEPTION AREA SUCH THAT IT IS CONCEALED FROM

VIEW, NOT READILY ACCESSIBLE FROM OCCUPANTS. HARD-CEILING ACCESS PANEL IS

NOT ACCEPTABLE. COORDINATE FINAL LOCATION WITH OWNER AND ARCHITECT

PRIOR TO INSTALLATION. FUTURE CONTROL ADJUSTMENTS ARE TO BE PROVIDED BY

DAS MAINTENANCE STAFF.

#

1

2

E3.0

LIGHTING PLANS

3

4

5

4

6

6

7

5

7 77

7

7

7

7

1

8

1

1

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102LOBBY

101VESTIBULE

103RECEPTION

102B

101B

(E)

103A

103B

102A

101A

(E)

KP

KP

KP

KP

WP

+

+

+

+

+

+

+

P2-37

P2-39

P2-37

P2-39

2K-3

2K-3

2K-10

2K-10

2K-8

2K-8

WP

KP

2K-1

2K-30

O

O

I

I

P2-38

P2-38

2K-1


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ADDENDUM #1: 12.04.20171

POWER PLANS

SCALE: 1/4" = 1'-0"

E4.0

1

KEYED NOTES

1. NOT USED.

2. NOT USED.

3. NOT USED.

4. INTERIOR CAMERAS SHALL BE CEILING MOUNTED.

5. VOICE/DATA CABLE AND TERMINATION HARDWARE IS BY OWNER. PROVIDE RACEWAY TO IT

ROOM AND OUTLETS SHOWN. PROVIDE BLANK COVER PLATE FOR UNUSED OUTLETS.

RACEWAY SHALL NOT BE LESS THAN 1"C.

6. SECURITY CAMERA CAT 6 CABLE IS SEPARATE SYSTEM AND SHALL BE PROVIDED BY

CONTRACTOR INCLUDING TERMINATIONS / CONNECTIONS FOR A COMPLETE OPERABLE

SECURITY CAMERA SYSTEM. PROVIDE GREEN JACKET CABLE COLOR.

7. ACCESS CONTROL DEVICE AND CONTROL TERMINATIONS AND PROGRAMMING IS BY

OWNER (TYP.). FIRE ALARM INTERCONNECTIONS TO ACCESS CONTROLLER CONDUCTORS IS

BY CONTRACTOR.

8. SEE ARCHITECT FOR EXACT LOCATION OF EQUIPMENT INCLUDING BUT NOT LIMITED TO

ACCESS CONTROL EQUIPMENT, AND CAMERA EQUIPMENT.

9. NOTE: SALEM FIRE ALARM, INC. HAS EXISTING SIEMENS FIRE ALARM SYSTEM PROGRAM AND

SERVICE CONTRACT.

10. PROVIDE 20/1 BREAKERS IN (E) PANEL 2K FOR CIRCUITS NOTED. PANEL 2K IS EATON PRL1A

TYPE. NOTED CIRCUITS ARE SPACES IN (E) PANEL.

11. PANEL P2 CIRCUITS NOTED ARE EXISTING 20/1 SPARE BREAKERS. PANEL P2 IS GE A-SERIES

AF43FD TYPE.

12. PROVIDE RACEWAY (NOT LESS THAN 3/4" PER SPECIFICATIONS) FOR LOW-VOLTAGE CABLE

INCLUDING BUT NOT LIMITED TO: CAMERAS, FIRE ALARM, ADA DOOR CONTROL, AND

ACCESS CONTROL.

13. MOUNT ABOVE-COUNTER RECEPTACLES AS HIGH AS POSSIBLE ABOVE COUNTERTOP NOT

EXCEEDING 44"AFF PER ADA.

SHEET NOTES

1. EMERGENCY EXIT SWITCH. MOUNT CONCEALED UNDERNEATH COUNTERTOP. ROUTE

CONDUCTORS TO ACCESS CONTROLLER THROUGH RACEWAY.

2. PROVIDE BUZZ-IN RACEWAY AND CONDUCTORS CONNECTED TO ACCESS CONTROLLER.

CARD READER SHALL OPEN INTERIOR STAIRWELL DOOR WHEN PRESSED. ROUTE

CONDUCTORS TO ACCESS CONTROLLER. MOUNT BUZZ-IN CARD READER AT RECEPTION

DESK.

3. CONNECT NVR TO DEDICATED RECEPTACLE (2K-30). PROVIDE 1500VA APC OR APPROVED

UPS WITH NVR. PROVIDE UPLINK CAT 6 CABLE BETWEEN NVR AND POE SWITCH IN RACEWAY.

SEE ARCH. FOR NVR LOCATION IN CABINETRY. PROVIDE 23" MONITOR TOUCH SCREEN PER

SPECIFICATIONS. LOCATE MONITOR IN LOCATION COORDINATED WITH ARCHITECT AND

OWNER. PROVIDE DATA OUTLET AT NVR LOCATION (NOT SHOWN).

4. PROVIDE CAT 6 CABLE ROUTED TO POE SWITCH IN RACEWAY.

5. MOUNT AT EXTERIOR FIRST BUILDING LEVEL (BELOW). LOWER BUILDING ENTRANCE (NOT

SHOWN).

6. MOUNT FOR TV.

7. PROVIDE NOT LESS THAN 75CD CEILING MOUNTED FIRE ALARM HORN/STROBE. PROVIDE

WHITE HOUSING AND MATCH EXISTING NOTIFICATION DEVICE MANUFACTURER USED

THROUGHOUT BUILDING.

8. PROVIDE 75CD WALL MOUNTED FIRE ALARM HORN/STROBE. PROVIDE RED HOUSING AND

MATCH EXISTING NOTIFICATION DEVICE MANUFACTURER USED THROUGHOUT BUILDING.

9. PROVIDE COVERED BUTTON FOR BUILDING ACCESS CONTROL LOCK-DOWN. PROVIDE, AND

ROUTE RACEWAY AND CONDUCTORS TO ACCESS CONTROLLER. COORDINATE EXACT

COVERED BUTTON RATINGS AND TYPE WITH OWNER'S KEY CARD SHOP. SUBMIT BUTTON

AND COVER. COORDINATE MOUNTING AND LOCATION WITH ARCHITECT.

10. ADA AUTOMATIC DOOR. PROVIDE ACCESS CONTROL INTER-TIE. PROVIDE POWER

CONNECTION AND ROUTE TO PANEL P2-42. PROVIDE COMPLETE CONNECTIONS

INCLUDING LOW VOLTAGE IN RACEWAY. SEE ARCH. FOR BUTTONS AND CONTROLLER

LOCATIONS.

#

5

1

1

2

3

4

6

7

8

9

1010

E4.0

POWER/SIGNALPLAN

6

1

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WP

WP

WP

O

O

O

O

I

O


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ADDENDUM #1: 12.04.20171

POWER OVERALL PLAN

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

E4.1

1

KEYED NOTES

1. SEE LOBBY PLANS FOR LOBBY ENTRANCE CAMERA AND CAMERA BELOW AT FIRST BUILDING

LEVEL.

2. EACH EXTERIOR MOUNTED CAMERA HAS SPECIAL SUBMITTAL REQUIREMENTS FOR

ARCHITECTURAL BUILDING FEATURES COORDINATION.

SHEET NOTES

1. (E) ACCESS CONTROLLER LOCATION ON FIRST BUILDING LEVEL (LEVEL BELOW). ROUTE

ACCESS CONTROL CONDUCTORS AND RACEWAY TO THIS ROOM. ROOM NOT SHOWN.

2. (E) IT ROOM ON 3RD FLOOR (LEVEL ABOVE). PROVIDE POE SWITCH FOR CAMERAS. MOUNT

POE SWITCH IN THIS ROOM (ROOM NOT SHOWN). PROVIDE 1000VA APC OR APPROVED UPS.

3. ROUTE DATA RACEWAY TO IT ROOM ON 3RD FLOOR (LEVEL ABOVE). IT ROOM IS ABOVE THIS

LOCATION AND IS NOT SHOWN.

4. PROVIDE CONNECTION TO FIRE ALARM MASTER PANEL. INCLUDE FIRE ALARM EQUIPMENT

FOR RELAY CONTACT INPUT TO ACCESS CONTROLLER. PROVIDE RACEWAY AND

CONDUCTORS. TERMINATE FIRE ALARM, DO NOT TERMINATE ACCESS CONTROLLER

CONDUCTOR (BY OWNER). FIRE ALARM PANEL IS LOCATED ON FIRST BUILDING LEVEL (LEVEL

BELOW). FIRE ALARM PANEL ROOM NOT SHOWN.

5. CAMERA IS MOUNTED AT FIRST BUILDING LEVEL ENTRANCE (BELOW).

6. SEE DETAILS PHOTO AND SPECIAL SUBMITTAL REQUIREMENTS.

7. (E) LIGHTING CONTROL PANEL

8. (E) PANEL P2

9. (E) PANEL 2K

10. (E) PANEL E (LIFE SAFETY EGRESS LIGHTING PANEL ON GENERATOR) IS LOCATED IN

ELECTRICAL ROOM BELOW. ROOM NOT SHOWN.

11. (E) PANEL L2

#

E4.1

POWER OVERALLPLAN

1

23

4

5

5

6

6

10

789 11

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REMOTE

PROVIDE CONTROL CONDUCTOR IN RACEWAY NOT LESS THAN 3/4".

UNSWITCHED HOT TO BYPASS RELAYS NOT SHOWN.

SEPARATE PHOTOSENSOR POWER PACKS NOT SHOWN.

C

C

C

TV

WALL RECEPTACLE

POWER

CONDUIT

LOW VOLTAGE

CONDUIT

POWER CONDUIT

FINISHED FLOOR

ACCESSIBLE

CEILING

SPACE


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ADDENDUM #1: 12.04.20171

OVERALL SCHEMATIC

NOT TO SCALEE6.0

1

EMERGENCY BYPASS RELAY

NOT TO SCALE

E6.0

2

DETAIL FOR REFERENCE ONLY. NOT PREPARED BY ENGINEER OF RECORD

E6.0

DETAILS

MARBLE CAMERA/DOOR

NOT TO SCALEE6.0

3

STORE FRONT CAMERA/DOOR

NOT TO SCALEE6.0

4

WALL TV POWER & LOW VOLTAGE

NOT TO SCALEE6.0

5

1

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(E) LIGHTING CONTROLLER (LCP)

AutoCAD SHX Text

NORMAL POWER PACK

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C

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M

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IN RACEWAY TYP.

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MOUNT CONCEALED ABOVE LCP

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P

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NORMAL OR EMERGENCY POWER PANEL

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A3E FIXTURE

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EXIT SIGNS

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DIMMER SWITCH AT RECEPTION

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EMERGENCY BYPASS RELAY

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IN RACEWAY TYP.

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C

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M

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C

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M

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A FIXTURES

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A3, W, A2 FIXTURES

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D FIXTURES

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DE FIXTURES

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DIMMER SWITCHES AT RECEPTION

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IN RACEWAY TYP.

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IN RACEWAY TYP.

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IN RACEWAY TYP.

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OC

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TEL

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503 227 4920

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FAX

mcash
