das general services building lobby - oregon · each expansion joint electrical elevation equal...

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41.0

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PL 79.14'

PL 316.56'

PL 1

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@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 SIZE

ACOUSTICAL REQUIREMENTS

FIRE RATING / PARTITION HEIGHT

TAG LEGENDNOT ALL TAGS MAY BE USED

SQUARE FOOTAGEOCCUPANCY LOAD FACTORNUMBER OF OCCUPANTS

PROJECT SITE 1225 FERRY ST SE

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 RECYCLABLE 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.

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GENERAL NOTES

CLIENTDAS - RISK MANAGEMENT1225 FERRY ST SESALEM, ORP: 503.378.2865CONTACT: STEVE PONCE

ARCHITECTHENNEBERY EDDY ARCHITECTS, INC921 SW WASHINGTON STREET, SUITE 250PORTLAND, OREGON 97205P: 503.227.4860F: 503.227.4920CONTACT: DAN PETRESCU, AIA

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

UN

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12TH

ST.

SE

FERRY ST. SE

13 T

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T. S

E

ALLEY

STATE ST. SE

ADA

ADA

DAS GENERAL SERVICES BUILDING1225 FERRY ST. SE

NOTE:SITE PLAN SHOWN FOR REFERENCE. NO EXTERIOR IMPROVEMENTS ARE PROPOSED.

(E) PARKING LOT

AREA OF WORK

TENANT IMPROVEMENT FOR THE EXISTING LOBBY ON THE FIRST FLOOR OF THE DAS GENERAL SERVICES BUILDING. IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO MINOR NON-STRUCTURAL DEMOLITION WORK, MECHANICAL MODIFICATIONS, FIRE ALARM MODIFICATIONS, RELOCATION OF DOORS AND RELITES, NEW DOORS AND RELITES, NEW NON-STRUCTURAL PARTITIONS, NEW RATED NON-STRUCTURAL PARTITIONS, CASEWORK WITH COUNTERTOP, RECEPTION DESK, NEW CARPET, AND INSTALLATION OF SUSPENDED GYPSUM BOARD 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

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3.

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6.

7.

CONTRACTOR DELEGATED DESIGN AND DEFERRED SUBMITTAL REQUIREMENTS

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

1.2. 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 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 SUBMITTAL INFORMATION REQUIRES REVIEW OF BOTH ARCHITECT/ENGINEER AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION.

PERMIT ACQUISITION FOR THE DEFERRED 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 SUBMITTAL IS AS FOLLOWS:

7.1. INITIAL DESIGN REVIEW SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR PRELIMINARY REVIEW.

7.2. 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.

7.3. FOLLOWING THE ARCHITECT'S REVIEW, THE CONTRACTOR SHALL SUBMIT TO THE AUTHORITY HAVING JURISDICTION FOR PERMIT APPROVAL AND ACQUISITION.

7.4. PROCUREMENT, FABRICATION, AND OTHER WORK RELATED TO DEFERRED SUBMITTAL SHALL NOT BE PERFORMED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION.

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2.

3.

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6.

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. RECEPTION DESK STRUCTURAL ENGINEERING FOR SUPPORT FRAMING INCLUDING HSS COLUMNS AND BRACING.

1.3 FIRESTOPPING

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.

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

DISCLAIMER:

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

HENNEBERY EDDY ARCHITECTS, INC. HAS REVIEWED SAID INFORMATION FOR GENERAL CONFORMANCE WITH THE ARCHITECTURAL DESIGN INTENT SOLEY TO SATISFY THE ARCHITECT'S OBLIGATIONS AS THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. COVER

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DAS GENERAL SERVICESBUILDING LOBBY

1225 Ferry St SE Suite #100Salem, OR 97301

DAS

17021

ACDP

DAS GENERAL SERVICES BUILDING LOBBY

CONSTRUCTION DOCUMENTSET

DRAWING SHEET INDEX

COVER SHEETG01. CODE ANALYSISG02. CODE ANALYSIS DIAGRAM

ARCHITECTURALA100. DEMOLITION PLAN & RCPA200. FLOOR PLAN AND REFLECTED CEILING PLANA500. FURNITURE AND FINISH FLOOR PLANA700. INTERIOR ELEVATIONSA900. DETAILS -RECEPTION DESKA901. DETAILS - WOOD PANELSA902. PARTITION DETAILSA903. PARTITION TYPESA904. DOOR SCHEDULE & DETAILSA905. CEILING DETAILS

MECHANICALM-001 MECHANICAL LEGEND, GENERAL NOTES & SCHEDULESM-101 MECHANICAL DEMOLITIONM-121 AIR DISTRIBUTION FLOOR PLANM-131 HYDRONIC FLOOR PLANM-501 MECHANICAL DETAILS

ELECTRICALE0.0. ELECTRICAL COVER SHEETE2.0. DEMOLITION PLANSE3.0. LIGHTING PLANSE4.0. POWER PLANSE4.1. POWER OVERALL PLANSE6.0 DETAILS

SITE PLAN DIAGRAM

NTS

VICINITY MAP

NTS

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

100 SF GROSS 15 SF NET

S.F. PER OCCUPANT

CORRIDORS: (E) CORRIDORS TO REMAINPROPOSED WALLS ALONG CORRIDORS TO BE 1-HR RATED W/ 20 MIN RATED OPENINGS

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 2 STORIES W/ BASEMENT ~30'

SPRINKLERS: (E) BUILDING IS PARTIALLY SPRINKLEREDBASEMENT: SPRINKLERED1ST FLOOR: NOT SPRINKLERED2ND FLOOR: NOT SPRINKLEREDNO CHANGE

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 WALL 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:

Date:

HEA Project no.

Drawn by:

Checked by:

Revisions:


503 227 4860 TEL503 227 4920 FAX


Inc .


GENERAL SERVICES BUILDING LOBBY IMPROVEMENT

17021

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G01.

CODE ANALYSIS


DAS

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ALAN OSBORNE

R

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CR

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HIE

PORTLAND, OREGON

3040

OCCUPANCY GROUP: B PROJECT SCOPE OF WORK GROSS AREA: 686 SFTOTAL NUMBER OF OCCUPANTS: 37NUMBER OF EXITS REQUIRED: 1

LOBBY PROJECT AREA OCCUPANCY SUMMARY:

(E) CORRIDOR

(E) EXIT STAIR

SHADED AREAS NOT IN PROJECT SCOPE OF WORK, TYP

(E) OFFICE TENANT SPACE

35 OCC

521 SF

LOBBYB

1 OC / 15 SF

2 OCC

163 SF

RECEPTIONB

1 OC / 100 SF

SHADED AREAS NOT IN PROJECT SCOPE OF WORK, TYP

90

90

90

FEC

FP

C.P. N/AE.A. 35'-0"

FIRE SEPARATION

EXIT

EXIT SIGN

90 MINUTE DOOR/OPENING

OPENINGS

ROOM/OCCUPANCY LABEL

OTHER LABELS

C.P. X'-XX"

E.A. X'-XX"

90

SQUARE FOOTAGEOCCUPANCY CLASSIFICATION

OCCUPANCY LOAD FACTORNUMBER 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

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

2 HOUR FIRE BARRIER

FP WALL FIRE PULL

(E) BUILDING OUTSIDE OF AREA OF WORK

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Revisions:


503 227 4860 TEL503 227 4920 FAX


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G02.

CODE ANALYSISDIAGRAM


DAS

DPDP


1" = 10'-0"G02.CODE ANALYSIS - FIRE & LIFE SAFETY DIAGRAM_1

0' 5' 10' 20'

UP

6 7 8 9 10

G

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

SALVAGE (E) DOOR & FRAME ASSEMBLY FOR STORAGE

SALVAGE (E) RELITE & FRAME FOR STORAGE, TYP.

REMOVE (E) HOLD OPEN HARDWARE

18' -

8"

20' -

0"

16' - 0" 19' - 0" 2' - 6" 24' - 6"

FS FP

SALVAGE ALL (E) EQUIPMENT TO BE RELOCATED.

SALVAGE (E) STAIR GATE

TEMPORARY PARTITION, SHOWN DIAGRAMMATICALLY. TYP.

(E) MECHANICAL SHUTOFF SWITCH TO REMAIN

6 7 8 9 10

G

H

I

SD

SALVAGE (E) SIGNAGE

16' - 0" 19' - 0" 2' - 6"

18' -

8"

20' -

0"

SALVAGE (E) EXIT SIGN FOR STORAGE, TYP.

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

REMOVE (E) WINDOW COVERINGS

24' - 6"

DEMOLITION PLAN LEGEND

(E) WALL TO REMAIN

(E) WALL TO BE REMOVED

(E) DOOR TO BE REMOVED

(E) DOOR

(E) COLUMN TO REMAIN

FP WALL FIRE PULL TO BE REMOVED

FS WALL MOUNTED FIRE STROBE TO BE REMOVED

(E) STOREFRONT/SIDELIGHT

(E) SPECIALTY EQUIPMENT TO BE REMOVED AND SALVAGED

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

TEMPORARY PARTITIONS

RCP DEMOLITION PLAN LEGEND

(E) WALL TO REMAIN

(E) WALL TO BE REMOVED

(E) SUSPENDED LINEAR LIGHT FIXTURE TO BE REMOVED

(E) 2X4 RECESSED LIGHT FIXTURE TO BE REMOVED

(E) RETURN GRILL TO BE REMOVED

(E) SUPPLY DIFFUSER TO BE REMOVED

(E) 2X4 GRID TO REMAIN

(E) COLUMN TO REMAIN

(E) CAN LIGHT TO BE REMOVED

(E) 2X4 GRID TO BE REMOVED

SD (E) SMOKE DETECTOR TO BE REMOVED

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

RCP AND PLAN DEMOLITION NOTESSEE COVER FOR GENERAL NOTES.

REMOVE ALL LIGHT FIXTURES IN AREAS TO BE MODIFIED, UON

SALVAGE ALL VENTS, GRILLES IN AREA OF WORK, TYP 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 STRUCTURAL, 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) BLACK 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.

SALVAGE ALL WALL MOUNTED SIGNAGE AND ART ITEMS, COORDINATE WITH OWNERS, TYP.

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


DAS

AC

DP


1/8" = 1'-0"A100.DEMOLITION FLOOR PLAN - LOBBY1

1/8" = 1'-0"A100.DEMOLITION PLAN - REFLECTED CEILING PLAN - LOBBY2

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

1" = 50'-0"A100.1ST FLOOR - KEY PLAN_LOBBY3

PROJECTNORTH

ALAN OSBORNE

R

ERE D A

S

ET

TAOF O

T

ERGIS

CR

N

GOE

CTT

HIE

PORTLAND, OREGON

3040

UP

A700. 5

6 7 8 9 10

G

H

I

101

LOBBY

102

RECEPTION

102

101C

16' - 0" 19' - 0" 2' - 6"

18' -

8"

20' -

0"

24' - 6"

ALIGN

A700. 2

A700.4

3

4A902.

C1.4A2

C2.4A2

10

1A

(E)

WOOD PLANK ASSEMBLY

WOOD PLANK ASSEMBLY

10

1D

(E)

ALIGNALIGN

3' - 0" MIN.

1

FE

C

RELOCATED SPECIALTY EQUIPMENT

FP

1' -

1"

6

10

1B

(E)

PATCH (E) RATED WALL ABOVE AT (E) DUCT PENETRATION, TYP

RECEPTIONDESK

CARD READER AND ADA PUSH PLATE OPERATOR

COUNTERTOP W/ BASE CABINETS

ALIGN

ALIGN PARTITION W/ REMOVED (E) PARTITION LOCATION

ALIGN8' - 6"

6 7 8 9 10

G

H

I

5A905.

6A905.

1A904.

EQ

EQ

16' - 0" 19' - 0" 2' - 6"

20' -

0"

18' -

8"

EQ

EQ

EQ EQ

ALIGN

9' - 0"+/-(E)

WC-2.1 WC-2.1 WC-2.1 WC-2.1 WC-2.1

MS

MS

MS

MS

7' - 0"

7A905.

EQ

24' - 6"

EQEQ

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

FLOOR PLAN NOTESSEE SHEET COVER FOR GENERAL NOTES.

SEE SHEET A903 FOR INTERIOR PARTITION TYPES.

INTERIOR PARTITIONS ARE TYPE (C1.2A2) TYP. UON.

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 MONTIOR CUTSHEET PROVIDE HEAVY DUTY WALL BACKING, TYP. SEE 10/A901.

REFER TO CODE SHEETS FOR FIRE RESISTANCE RATING REQUIREMENTS AND EXTENTS. ATTACHMENT AND ASSEMBLY OF MATERIALS MUST COMPLY WITH REQUIREMENTS OF U.L. LISTINGS PER “FIRE RESISTANCE DIRECTORY”, WHERE LISTED.

WHERE (E) WALLS NOTED WITH A FIRE RESISTANCE RATING ON CODE SHEETS DO NOT EXTEND TO CEILING STRUCTURE ABOVE OR DO NOT MEET DESIGNATED RATING REQUIREMENT, MODIFY (E) WALLS TO EXTEND TO STRUCTURE AND TO MEET DESIGNATED RATING REQUIREMENT.

AT INFILL WALLS SET IN EXISTING WALLS ALIGN FACE OF FINISHES AND MATCH FRAMING SIZE.

FLOOR PLAN LEGEND

EXITING PARTITION

EXISTING WINDOW/SIDELIGHT

PARTITION

DOOR

EXISTING DOOR

RECESSED FIRE EXTINGUISHER

SALVAGED FIRE PULL

FEC

INTERIOR STOREFRONT WINDOW/SIDELIGHT

FP

EXISTING COLUMN TO REMAIN

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-2.1, ALIGN W/ EXISTING MULLIONS, CONTRACTOR TO VERIFY MULLION SPACING DIMENSIONS

GYPSUM BOARD CEILING, PAINTED

REFLECTED CEILING PLAN LEGEND

2' x 4' SECOND LOOK SUSPENDED ACOUSTIC CEILING

SUPPLY DIFFUSER

RETURN GRILL

EXHAUST GRILL

SECURITY DEVICE

NOTE: NOT ALL ITEMS MAY BE USED

RECESSED LINEAR FIXTURE

RECESSED TROFFER FIXTURE

EXIT SIGN

WINDOW COVERING PER FINISH SCHEDULE

(E) ACT

MS DAYLIGHT/MOTION SENSOR


MATERIAL: ACT-# ACOUSTICAL CEILING TILEB-# BASECPT-# CARPET GBD GYPSUM WALL BOARDLIN-# LINOLEUM FLOORINGPLAM-# PLASTIC LAMINATETS-# TRANSITION STRIPSWC-# WINDOW COVERINGS

# DENOTES TYPE

ABBREVIATIONS: ROOM FINISH SCHEDULE

REFER TO MAIN ABBREVIATION LIST FOR ADDITIONAL ABBREVIATIONS.

FINISH: CLR CLEAR FINISHGRD GROUNDOL CEMENT OVERLAYPNT PAINTSLR SEALER

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A200.

FLOOR PLAN ANDREFLECTED

CEILING PLAN


DAS

AC

DP


1/8" = 1'-0"A200.FLOOR PLAN - LOBBY RECEPTION1

1/8" = 1'-0"A200.REFLECTED CEILING PLAN - LOBBY RECEPTION2

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

1" = 50'-0"A200.1ST FLOOR - KEY PLAN_LOBBY_3

PROJECTNORTH

ALAN OSBORNE

R

ERE D A

S

ET

TAOF O

T

ERGIS

CR

N

GOE

CTT

HIE

PORTLAND, OREGON

3040

6 7 8 9 10

G

H

I

16' - 0" 19' - 0" 2' - 6" 24' - 6"

20' -

0"

18' -

8"

101

LOBBY

102

RECEPTION

DISPLAY MONITOR, OFCI

WORKSTATION FURNITURE, OFOI

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.

FINISH PLAN NOTES1. 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-2.1, 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.

MATERIAL: ACT-# ACOUSTICAL CEILING TILEB-# BASECPT-# CARPET GBD GYPSUM WALL BOARDLIN-# LINOLEUM FLOORINGPLAM-# PLASTIC LAMINATETS-# TRANSITION STRIPSWC-# WINDOW COVERINGS

# DENOTES TYPE

ABBREVIATIONS: ROOM FINISH SCHEDULE


FINISH: CLR CLEAR FINISHGRD GROUNDOL CEMENT OVERLAYPNT PAINTSLR SEALER

FINISH PLAN LEGEND

GENERAL CARPET:- CPT-2.1, INTERFACE, SR699 STEP REPEAT

CARPET INSTALLATION: QUARTER TURN

INDICATES OVERALL FLOOR TREATMENT

INDICATES OVERALL BASE TREATMENT

INDICATES OVERALL WALL TREATMENT

INDICATES OVERALL CEILING TREATMENT

ROOM NUMBER

ROOM NAME

6 7 8 9 10

G

H

I

101

WD-2.1,P-2.1

B-2.1

CPT-2.1

LOBBY

ACT-2.1

102

WD-2.1,P-2.1

B-2.1

CPT-2.1

RECEPTION

GBD-2.1

WD-2.1

WD-2.1

16' - 0" 19' - 0" 2' - 6" 24' - 6"

20' -

0"

18' -

8"

SET CARPET UNDER EXISTING THRESHOLD

3A500. TYP.

INSTALL BASE AT COLUMN

103

P(E)

B2.1

CPT-2.1

STAIR

(E)

ALIGN CARPET TO (E) STAIR TREAD

3A500.

(E) CARPETSCHEDULED CARPET,

CPT-2.1

TRANSITION STRIP, TS-2.1

ADHESIVE MASONRY ANCHOR

CL

EQ EQ

DOOR PER SCHEDULE


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02 OCTOBER 2017

A500.

FURNITURE ANDFINISH FLOOR

PLAN


DAS

AC

DP


1/8" = 1'-0"A500.IMPROVEMENT FURNITURE FLOOR PLAN - LOBBY1

0' 2' 4' 8' 16' 1/8" = 1'-0"A500.IMPROVEMENT FLOOR FINISH PLAN-LOBBY2

0' 2' 4' 8' 16'

12" = 1'-0"A500.CARPET TO (E) CARPET3

1" = 50'-0"A500.1ST FLOOR - KEY PLAN_LOBBY.4

PROJECTNORTH

ALAN OSBORNE

R

ERE D A

S

ET

TAOF O

T

ERGIS

CR

N

GOE

CTT

HIE

PORTLAND, OREGON

3040

2' -

6"3

' - 8

"

8' - 8" 2' - 8"

1' -

0"

5' - 0" +/-

OPEN TO BEYOND

CL

2' - 0"

9" 9"

SLOT OPENING AT DOOR PANEL ALIGN W/ EDGE OF FULL WIDTH PLANK

GRAIN DIRECTION TYP.

1A900.

5A900.

3A900.

4A900.

DISPLAY MONITOR, OFCI, COORDINATE J-BOX & MONITOR INSTALLATION HEIGHT W/ OWNER, TYP.

CYLINDER LOCK, CENTER ON FULL WIDTH PLANK MODULE

SOS-2.2

SOS-2.2

SOS-2.1

1' -

2"

2"

1A900.

WOOD PLANK MODULE START POINT START WITH FULL WIDTH PLANK

WOOD PLANKS ASSEMBLY, WD-2.1. INSTALL AT RANDOM LINEAR INSTALLATION TYP.

T.O. UPPER COUNTERTOP

T.O. LOWER COUNTERTOP

EQ. EQ.

SOS-2.1 EDGE TO CLOSURE SOS-2.2 REVEAL AT VERTICAL AND HORIZONTAL SOLID SURFACE CORNER JOINT TO ADJACENT WALL

SOS-2.2 REVEAL AT VERTICAL AND HORIZONTAL SOLID SURFACE CORNER JOINT TO ADJACENT WALL

OPEN TO BEYOND

WORKSTATION FURNITURE, OFOI, TYP.

PLAM-2.2, TYP AT RECEPTION DESK INTERIOR

SOS-2.1

SOS-2.2

4A901.

3A901.

1A901.


CLR.

8"

CLR.

8"

4"

17' - 5" +\-

WOOD PLANK ASSEMBLY

5A904.

6A904.

STAINLESS STEEL TRIM, TYP.

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

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

EQ. EQ.

4A901.

3A901.

CL

CL

EQ2 EQ2

INDIVIDUAL STAINLESS STEEL LETTERS W/ STANDOFF ATTACHMENT, CFCI

18" STAINLESS STEEL STATE SEAL, OFCI


4"

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

EQ

EQ

4 1/2" 13' - 2 1/2" +/-

4"

CL

1A901.

EQ

EQ

TWO FULL WIDTH PLANKS

1/2" GYPSUM BOARD REVEAL

..

TWO FULL WIDTH PLANKS

EQ1 EQ1

OPEN TO BEYOND

FECAED

SWITCHES

AL

IGNA

LIG

N

RELOCATED (E) ELECTRICAL FIRE ALARM CONTROLSROUTE CONDUIT WITHIN WALL FRAMING

ALIGN

TG

WALL BASE, B-2.1,TYP.

SWITCHES

2" +/-

3' -

0"

2"

3"

2' - 6"EQ. EQ.

1' - 0" CLR.

5A904.

6A904.

3A904.

4A904.

2A904.

COORDINATE ROUTING OF CONDUIT TO FACILITATE ALL EQUIPMENT AS INDICATED.

2' -

10"

CLR.

4"

SURFACE COPIER, OFOI

VENT

LOCKING AV CABINETRY

(E) COLUMN

6A900.

FIXED PANEL, PLAM-2.1

CASEWORK, PLAM-2.1

COUNTERTOP AND BACKSPLASH, PLAM-2.1

(4)EQ.

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Revisions:


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02 OCTOBER 2017

A700.

INTERIORELEVATIONS


DAS

AC

DP


1/2" = 1'-0"A700.ROOM 101 - LOBBY - EAST2

1/2" = 1'-0"A700.ROOM 102 - RECEPTION - WEST4

1/2" = 1'-0"A700.ROOM 101 - LOBBY - NORTH3

1/2" = 1'-0"A700.ROOM 102 - RECEPTION - EAST5

0' 1' 2' 4' 1/2" = 1'-0"A700.ROOM 101 - LOBBY - WEST1

1/2" = 1'-0"A700.ROOM 102 - RECEPTION - SOUTH6

ALAN OSBORNE

R

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TAOF O

T

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CR

N

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CTT

HIE

PORTLAND, OREGON

3040

DIM

. P

OIN

TF

AC

E O

F W

ALL F

INIS

H

DIM

. P

OIN

TE

DG

E O

F S

OLID

SU

RF

AC

E

CO

UN

TE

RTO

P

DIM. POINT: TOP OF LOWER COUNTERTOP

DIM. POINT: TOP OF UPPER COUNTERTOP

B-2.1

SOS-2.1

STEEL HSS SUPPORT @ 4'-0" OC MIN, TYP

WOOD PLANK ASSEMBLY

COUNTERTOP BEYOND, SHOWN FOR REFERENCE

PLAM-2.2

1' - 3"

MITERED JOINT, TYP AT SOLID SURFACE CORNERS

6"

1 1

/4"

1 1/4"

EDGE OF COUNTERTOP END PANEL BEYOND

4"

1"X1" STAINLESS STEEL BAR, 1/8" THICK. TYP

3"

3/4" SOS-2.1

1/4" x 1/4" REVEAL, TYP AT HORIZONTAL WOOD PLAN TO STAINLESS STEEL JOINT

WALL BASE B-2.1 OVER LIGHT GAGE STEEL PLATE

SOS-2.2

DIM

. P

OIN

TF

AC

E O

F W

ALL F

INIS

H


DIM

. P

OIN

TE

DG

E O

F S

OLID

SU

RF

AC

E

CO

UN

TE

RTO

P

DIM. POINT: TOP OF LOWER COUNTERTOP

2"

WALL BASE B-2.1

SOS-2.2

1"X1" STAINLESS STEEL ANGLE

OPERABLE HINGED PANEL: WOOD PLANK, T&G PLANKS ADHERED TO 1/2" PLYWOOD PANEL

INTERIOR PARTITIONS PER PARTITION TYPES

3/4

"

4"

1"

2"X1" STAINLESS STEEL ANGLE AROUND PERIMETER OF OPENING W/ MITERED CORNERS. ATTACH W/ STAINLESS STEEL SCREW AT BACK OF OPERABLE PANEL.

1/2"

3"

SOLID WOOD PLANK MODULE

1/2"

P-LAM PANEL

SOLID SURFACE PANEL BEYOND

P-LAM PANEL

18".

1" LOWER COUNTERTOP ABOVE

UPPER COUNTERTOP ABOVE1/2"

DIM. POINTEDGE OF COUNTERTOP

7"

6"

6"

2"

3"

1"

SOS-2.2, 3/4" THICK, TYP AT REVEALS UON

SOS-2.2

LIGHT GAGE STEEL FRAMING

INTERIOR PARTITION PER PARTITION TYPES, TYP

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-2.2, 3/4" THICKNESS TYP AT PLAM-2.2 PANEL

1"

WOOD PLANK ASSEMBLY,TYP.

HINGED PANEL

SHOP FABRICATED

BASE CABINET W/ OPERABLE PANEL

HINGED PANEL SWING1"X1" STAINLESS STEEL ANGLE, 1/8" THICK. PART OF OPERABLE PANEL, ATTACH W/ STAINLESS STEEL COUNTERSUNK SCREW, TYP.

3/4

"

3"

SOS-2.1

LIGHT GAGE STEEL FRAMING

1 1

/4"

TY

P A

T S

OS

-2.1

UO

N

3/4" TYP AT SOS-2.2

1"X1" STAINLESS STEEL ANGLE, ATTACH W/ STAINLESS STEEL COUNTERSUNK SCREWS. TYP

1"

SOS-2.2 END PANEL, 3/4" THICK

SOS-2.2

F.O. FINISH

WOOD PLANK ASSEMBLY

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

1"

1"

1"

DIM POINT: EDGE OF SOLID SURFACE PANEL

2' - 4".

DIM

. P

OIN

TF

AC

E O

F W

ALL F

INIS

HDIM. POINT: TOP OF LOWER COUNTERTOP

DIM

. P

OIN

TE

DG

E O

F C

OU

NTE

RTO

P

6"


B-2.1

SOS-2.2

STEEL ANGLE BRACKET COUNTERTOP SUPPORT ABOVE, ANCHOR TO HSS TYP

STEEL HSS SUPPORT @ 4'-0" OC MIN, TYP

1"X1" STAINLESS STEEL ANGLE, ATTACH W/ STAINLESS STEEL COUNTERSUNK SCREWS, TYP

4"

WOOD PLANK ASSEMBLY

1/2" PLYWOOD SUPPORT

PLAM-2.2

2"

3/4

"

1"1 1

/2"

WOOD PLANK MODULE START POINT

SOS-2.2 END PANEL BEYOND, TYP EA. END OF SOS-2.1 PANEL

SOS-2.1 PANEL BEYOND

SOS-2.1 PANEL BEYOND

1/8" x 1/8" REVEAL, TYP AT WOOD PLANK TO STAINLESS STEEL BAR & ANGLE HORIZONTAL JOINT

SOS-2.2 END PANEL BEYOND, TYP EA. END OF SOS-2.1 PANEL

1"X1" STAINLESS STEEL BAR, 1/8" THICK. ATTACH W/ STAINLESS STEEL COUNTERSUNK SCREWS, TYP

SCHEDULED EXTERIOR EXPOSED SURFACES, TYP.

SE

E E

LE

VA

TIO

NS ADJUSTABLE SHELVING,

TYP.

TY

P.

4"

COUNTERTOP, SCHEDULED FINISH, TYP.

RETURN BACK SPLASH AT SIDEWALLS, UON, TYP.

TYP.

3"

BACKSPLASH TO MATCH COUNTERTOP MATERIAL & THICKNESS

4"

SCHEDULED BASE

BACKING, TYP.

BACKING, TYP.

TY

P.

1 1

/2"

1" TYP.

BACK PANEL

SCHEDULED HARDWARE

SCHEDULED INTERIOR EXPOSED SURFACES, TYP.

SCRIBE FINISH TO WALL

CASEWORK DIM. POINT: F.O. COUNTERTOP, REFERENCE FLOOR PLAN

TH

E A

DJA

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A900.

DETAILS-RECEPTION DESK


DAS

AC

DP


3" = 1'-0"A900.RECEPTION DESK COUNTER - SECTION DETAIL4

3" = 1'-0"A900.RECEPTION DESK CASEWORK - SECTION DETAIL3

3" = 1'-0"A900.RECEPTION DESK -PLAN DETAIL1

3" = 1'-0"A900.RECEPTION DESK - ADA COUNTER - SECTION DETAIL5

1" = 1'-0"A900.BASE CABINET - TYPICAL1.6

ALAN OSBORNE

R

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TAOF O

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PORTLAND, OREGON

3040

1"X1" STAINLESS STEEL EDGE TRIM, 1/8" THICK. ALIGN W/ F.O. WOOD PLANK AND PLYWOOD, TYP.

SE

E E

LE

VA

TIO

N

DIM POINT:TOP OF WOOD PLANK

CEILING ASSEMBLY

1/2" PLYWOOD FURRING STRIP

WO

OD

PLA

NK

MO

DU

LE

WOOD PLANK WALL ASSEMBLY

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

3. 1/2" PLYWOOD BACKING, TYP

WOOD PLANK ASSEMBLY:

INTERIOR PARTITION ASSEMBLY

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

WOOD PLANK MODULE DIM POINT

WOOD PLANK MODULE DIM POINT

WO

OD

PLA

NK

MO

DU

LE

FLOOR FINISH

1/2" PLYWOOD FURRING STRIP

WOOD PLANK WALL ASSEMBLY

INTERIOR PARTITION ASSEMBLY

TR

IMM

ED

AS

RE

QU

IRE

D

BO

TTO

M P

LA

NK

TO

BE1"X1" STAINLESS STEEL EDGE

TRIM, 1/8" THICK. ATTACH W/ COUNTERSUNK STAINLESS STEEL SCREWS

3/4"

CONT. FLAT BLACK WOOD TRIM, PAINTED

4" x 1/2" PLYWOOD VERTICAL FURRING STRIP @ 24" OC

WOOD PLANK ASSEMBLY

RUBBER BASE BELOW

DIM POINTSEE ELEVATION

TH

E A

DJA

CE

NT

SA

MP

LE

S S

HO

W T

HR

EE

LE

VE

LS

OF

SH

AD

ING

. S

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TIN

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FO

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AN

D P

RIN

TIN

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ON

TEN

T A

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IZE

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Revisions:


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A901.

DETAILS - WOODPANELS


DAS

AC

DP


6" = 1'-0"A901.WOOD PLANK ASSEMBLY -AT CEILING1

6" = 1'-0"A901.TYPICAL WOOD PLANK ASSEMBLY -SECTION2

6" = 1'-0"A901.WOOD PLANK ASSEMBLY - BASE3

6" = 1'-0"A901.WOOD PLANK ASSEMBLY - EDGE4

ALAN OSBORNE

R

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PORTLAND, OREGON

3040

METAL DECKING W/CONCRETE FILL

FIRE SAFING

FIRE RATED SEALANT (SEALANT B4-1)

GYPSUM WALL BOARD ON METAL STUDS; SEE PARTITION SCHEDULE

SCREW TO FASTEN GYPSUM BOARD

SLOTTED METAL TRACK, FASTEN 16" O.C. MAX

4" WIDE METAL STRAP AT 16" O. C.

3/4

" M

IN. FLUTED STEEL

DECK/CONCRETE FLOOR STRUCTURE



SCREW TO FASTEN GYPSUM WALL BOARD


1"

NOTE: FOR 1 HR AND 2 HR FIRE RATED PARTITION USE UL SYSTEM # HWD0005

METAL DECKING W/CONCRETE FILL

FIRE SAFING

FIRE RATED SEALANT (SEALANT B4-1), TYP




1"

1"

FLUTED STEEL DECK/CONCRETE FLOOR STRUCTURE

SAFING INSULATION





1"

NOTE: FOR 1 HR AND 2 HR FIRE RATED PARTITION USE UL SYSTEM # HWD0003

STRUCTURE

CEILING

FLOOR

DEFLECTION HEAD

MINERAL FIBER BATT INSULATION -ACOUSTICAL (INSULATION E)

ACOUSTIC SEALANT (SEALANT B2), BOTH SIDES

ACOUSTIC SEALANT (SEALANT B2), BOTH SIDES

A902.2

A902.9

A902.7

A902.5

A902.10

STRUCTURE

CEILING

FLOOR

DEFLECTION HEAD

FIRE RATED SEALANT (SEALANT B4-1), BOTH SIDES

FIRE RATED SEALANT (SEALANT B4-1), BOTH SIDES

A902.2

A902.9

A902.7

A902.5

A902.10

JAMB STUD

TYPICAL METAL FRAMING FLOOR TRACK

OPENING FRAMING SYSTEM

HEADER CLIP

ROUGH OPENING DIM POINT


FUTURE DOOR

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

TYPICAL STUD

SCREW PER STUD FLANGE THROUGH CENTER OF SLOT

FASTENERS TOSTRUCTURE ABOVE

DEFLECTION GAP

SLOTTED TRACK

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

TH

E A

DJA

CE

NT

SA

MP

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Drawn by:

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Revisions:


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A902.

PARTITIONDETAILS


DAS

AC

DP


3" = 1'-0"A902.FIRE RATED DEFLECTION HEAD9




1/2" = 1'-0"A902.TYPICAL INTERIOR WALL TO STRUCTURE1

1/2" = 1'-0"A902.TYPICAL FIRE RATED INTERIOR WALL14

3" = 1'-0"A902.09 21 16 - TYPICAL DOOR FRAMING13

NOT TO SCALEA902.HEAVY WALL BLOCKING6

NOT TO SCALEA902.DEFLECTION HEAD - SLOTTED TRACK8

NOT TO SCALEA902.TYPICAL FRAMING CONDITION - ATTACHMENT TO SLAB10

ALAN OSBORNE

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PORTLAND, OREGON

3040

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

C2.4A^

PARTITION TYPE

ACOUSTICAL REQUIREMENTS

FRAMING SIZE

FIRE RATING / PARTITION HEIGHT

METAL STUD, 25 MSG MIN CORROSION-PROTECTED STEEL @ 24" OC MAX. STUDS CUT 3/8" - 3/4" LESS THAN ASSEMBLY HEIGHT

INSULATION BATTS W/ UL CLASSIFICATION MARKING AS TO SURFACE BURNING CHARACTERISTICS OR FIRE RESISTANCE, PERACOUSTICAL REQUIREMENTS

C1

GYPSUM WALLBOARD(2) LAYERS EACH SIDE, TYPE X

FIRE RATING NOTE:

@ 2 HR RATED LOCATIONS:ASSEMBLY SHALL CONFORM TOUL DESIGN NO.: U419

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"

1. GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN.

FIRE RATED ASSEMBLY NOTES:

METAL STUD

INSULATION, PERACOUSTICAL REQUIREMENTS

C2

2 1/2"

GYPSUM WALLBOARD(2) LAYERS EACH SIDE, TYPE X

FIRE RATING NOTE:

@ 2 HR RATED LOCATIONS:ASSEMBLY SHALL CONFORM TOUL DESIGN NO.: U419

GYPSUM WALLBOARD, TYPE X

PARTITION TYPES

TYPICAL MOUNTING HEIGHTS

TO

P60" M

AX

FIN. FLOOR

FIRE EXTINGUISHER UNIT WEIGHT LESS THAN 40 LBS.

FEC

ACCESSORIES ABBREVIATIONS:DCS DIAPER CHANGING STATIONDF DRINKING FOUNTAINFEC FIRE EXTINGUISHER CABINETHD HAND DRYERGB GRAB BARM MIRRORPTD PAPER TOWEL DISPENSERSCD SEAT COVER DISPENSERSD SOAP DISPENSERSND SANITARY NAPKIN DISPENSERSNR SANITARY NAPKIN RECEPTACLETPD TOILET PAPER DISPENSERWR WASTE RECEPTACLE

NOTE: DIMENSIONS NOTED ARE BASED ON UNOBSTRUCTED REACH RANGES DESCRIBED IN SECTION 308 OF THE ADAAG. IF AN ELEMENT FALLS WITHIN AN OBSTRUCTED AREA, DIMENSIONS MAY VARY AND SHOULD BE VERIFIED WITH OBSTRUCTED REACH RANGE REQUIREMENTS.

42"

MA

X

FIRE EXTINGUISHER UNIT WEIGHT MORE THAN 40 LBS.

FEC

RE

CE

PTA

CLE

SA

BO

VE

CO

UN

TE

R

EQ EQ

2 1/2" TYP2 1/2" TYP

1' -

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

INSTALL TIGHT TO TOP OF COUNTER BACKSPLASH UON

TH

E A

DJA

CE

NT

SA

MP

LE

S S

HO

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OF

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AD

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Sheet:

Date:

HEA Project no.

Drawn by:

Checked by:

Revisions:


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A903.

PARTITION TYPES


DAS

AC

DP


ALAN OSBORNE

R

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TAOF O

T

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PORTLAND, OREGON

3040

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 1/2"

WALL + 1"

1/2"

2"

SEE 3/A902 FOR ADDITIONAL INFORMATION

FASTEN TRACK WITH TWO FASTENERS AT EDGE OF OPENINGS

FASTEN DOOR JAMBS WITH TWO FASTENERS AT EDGE OF OPENINGS


X X

X = COORDINATE WITH BASE

SEE WALL TYPES

FOR TYPICAL NOTES SEE

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

6A904.


DOOR TYPE LEGEND

A - SINGLE FLUSH B - SINGLE VISION FULL

6" 6"

6"10

"

D - SINGLE NARROW VISION

6"

6"4'

- 6"

6"

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

TG

TG

MAXIMUM ALLOWABLE SIZE OF VISION FRAME VARIES WITH RATING OF DOOR.

E - SINGLE VISION FULL

6" 6"

6"10

"

TG

AT RATED OPENINGS GREATER THEN OR EQUAL TO 100 SQ. IN PROVIDE D-H=90

FRAME TYPE LEGEND

1 DOOR SIZE

DO

OR

SIZ

E

DOOR SIZEPLAN DIM.

TG

DO

OR

SIZ

E

2

AT RATED OPENINGS PROVIDE W-120 FIRED SIDELITE GLAZING

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.


CONCEPTUAL HARDWARE GROUPSREFERENCE PROJECT SPECIFICATIONS

SEE WALL TYPES

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

4"

2"

WALL + 1"

2"1 1/

2"1/

2"

FOR TYPICAL NOTES SEE 6

A904.

OVAL HEAD FASTENER AT 2' -0" O.C. MAX. MITER CORNERS OF REMOVABLE GLAZING STOP.


INSIDE OUTSIDE

4"1/

2"

2"

WALL + 1"

3"1/

2"


INSIDE OUTSIDE

1 1/2" DOOR

WALL + 1"

2"

2"

1 1/

2"


INSIDE OUTSIDE

ROLLER TUBE AND SHADE BAND ASSEMBLY

SHADE CLOTH

HEM BAR SEALED INSIDE SHADE CLOTHSTANDARD BRACKET

FASTENERS THROUGH BRACKET FLANCE FOR TOP MOUNT

DRIVE CHAIN

ACT PER CEILING PLAN

(E) EXTERIOR WALL ASSEMBLY

(E) GYPSUM BOARD

(E) STOREFRONT ASSEMBLY

THE

ADJA

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T SA

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IZED

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A904.

DOOR SCHEDULE& DETAILS


DAS

ACDP


3" = 1'-0"A904.HM DOOR FRAME - JAMB6

3" = 1'-0"A904.HM DOOR FRAME - HEAD5

DOOR SCHEDULE

ROOM NAME

DOOR FRAME

HARDWAREGROUP

DESIGN CRITERIA (hide columns at CD)

ASSEMBLYRATING NOTESNO. TYPE

SIZE

MATERIAL FINISH TYPE MATERIAL FINISH LOCK FUNCTION CARD READERDOOR

CLOSER

AUTOMATICDOOR

OPERATORWIDTH HEIGHT

LOBBY 101A(E) (E) E 6' - 0" 7' - 0" (E) ALUM (E) (E) 1 (E) ALUM (E) G-01A (E) (E) (E) - NR MODIFY (E) DOOR TO MEET HARDWARE GROUP REQUIREMENTSLOBBY 101B(E) (E) F 3' - 0" 7' - 0" (E) ALUM (E) (E) 1 (E) ALUM (E) G-01B (E) (E) (E) (E) NR MODIFY (E) DOOR TO MEET HARDWARE GROUP REQUIREMENTSLOBBY 101C D 3' - 0" 7' - 0" HM P 2 HM P G-03 STOREROOM YES, LOBBY SIDE YES - 90 MIN.LOBBY 101D(E) D 3' - 0" 7' - 0" (E) HM P (E) 2 (E) HM P G-02 STOREROOM YES, LOBBY SIDE YES (E) 90 MIN. MODIFY (E) DOOR TO MEET HARDWARE GROUP REQUIREMENTSRECEPTION 102 D 3' - 0" 7' - 0" HM P 1 HM P G-04 STOREROOM YES, RECEPTION

SIDEYES - 90 MIN.

3" = 1'-0"A904.HM RELITE FRAME - JAMB4

3" = 1'-0"A904.HM RELITE FRAME - BASE3

3" = 1'-0"A904.HM DOOR RELITE - HEAD2

3" = 1'-0"A904.ROLLER SHADE.1

WA

LL L

INE

FIR

ST B

RA

CIN

G

4' -

0" M

AX

. TO

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

WALL LINE

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.

A905.3

A905.3

A905.2

FIRST BRACING

4' - 0" MAX. TO

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

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

CORNER BEAD, TYP.

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, TYP8" MAX.

2"

8" MAX.

MAIN BEAM, 24" O.C. TYP.

GYPSUM CEILING BOARD

CROSS TEE, TYP

SCREW MAINS DIRECTLY TO WALL ANGLE

SCREW TEES DIRECTLY TO WALL ANGLE

GYPSUM CEILING BOARD, TYP

HEIGHT PER PLAN

HEIGHT PER PLAN

WALL ANGLE

GYPSUM WALL BOARD

DRYWALL GRID FRAMING

WALL ANGLE

TH

E A

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02 OCTOBER 2017

A905.

CEILING DETAILS


DAS

AC

DP


NOT TO SCALEA905.DIAGRAM CEILING PLAN - ACOUSTIC CEILING PANELS1

NOT TO SCALEA905.CEILING SEISMIC BRACING DIAGRAM2

NOT TO SCALEA905.CEILING - WALL CONDITION3

NOT TO SCALEA905.CEILING MOUNT LOCATIONS4

3" = 1'-0"A905.CEILING TRANSITION - GYPSUM BOARD TO ACT15

NOT TO SCALEA905.GYPSUM CEILING BOARD - TYPICAL INSTALLATION6

3" = 1'-0"A905.CEILING TRANSITION - GYPSUM BOARD TO GYPSUM BOARD7

ALAN OSBORNE

R

ERE D A

S

ET

TAOF O

T

ERGIS

CR

N

GOE

CTT

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:

Date:

HEA Project no.

Drawn by:

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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 GSB LobbyODAS GSB LobbyODAS GSB LobbyODAS GSB Lobby

1225 Ferry St. SE Suite #1001225 Ferry St. SE Suite #1001225 Ferry St. SE Suite #1001225 Ferry St. SE Suite #100Salem, OR 97301Salem, OR 97301Salem, OR 97301Salem, OR 97301

Dan PetrescuDan PetrescuDan PetrescuDan Petrescu

17021170211702117021

TKO

GNL

100% Construction Document100% Construction Document100% Construction Document100% Construction Document

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


DIFFUSER OR GRILLE TYPE

SIZE


INTERNALLY LINED OR DOUBLE

WALL DUCTWORK

MANUAL VOLUME DAMPER

SMOKE DETECTOR

D = DUCT DETECTORFIRE DAMPER

SMOKE DAMPER

COMBINATION FIRE/SMOKE

DAMPER

CONCENTRIC TRANSITION

ECCENTRIC TRANSITION

RECTANGULAR TO ROUND TRANSITION

MITERED TEE WITH TURNING

VANES

45 DEGREE LATERAL

BRANCH, ROUND

MITERED ELBOW WITH

BRANCH FITTING

CONICAL BRANCH, ROUND

45 DEGREE ENTRY BRANCH,

ROUND OR RECTANGULAR

SA

RA

12x612x6

SD-1 6x6-3W 100

RG-1

SWG-1

10x6

200

10x6200

S

F

S

C

F

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 LETTER

SHEET 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

FLEXIBLE PIPE CONNECTION

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

TAG No. MANUFACTURER MODEL No.

TERMINAL UNIT REHEAT COIL

RUNOUTPIPE SIZE

(IN)

CONTROLVALVETYPE

WEIGHT(LBS) REMARKS

INLETSIZE(IN)

COOLINGMAX

(CFM)

HEATINGMAX

(CFM)

TUMIN

(CFM)DISCHNC (1)

MAXPD(IN)(2)

EAT(°F)

LAT(°F)

EWT(°F)

LWT(°F)

FLOW(GPM)

MAXPD(FT)

(E) VAV-1 TRANE VCWD-11 8 880 440 265 30 0.4 55 95 180 140 1.0 5 1/2" 2-WAY 35 EXISTING



VAV-47 TITUS DESV-06 6 300 150 90 30 0.4 55 95 180 140 0.5 5 1/2" 2-WAY 35

(1) DISCHARGE NC LEVEL OF ASSEMBLY W/1.5" INLET AND 0.5" OUTLET STATIC PRESSURE. CALCULATED ACCORDING TO ARI 885.

(2) TOTAL ASSEMBLY INCLUDING TERMINAL UNIT AND ATTENUATION AT MAXIMUM COOLING AIR FLOW.

(3) VENTILATION CALCULATIONS BASED ON 2014 OREGON MECHANICAL SPECIALTY CODE CHAPTER 4, AND ASHRAE 62.1-2016.

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

E

X

P

I

R

E

S: 12

-

3

1

-

1

8

J

U

L

Y

26, 1

9

8

9

DIGITALLY SIGNED

REGI

STERED PROFESSIONALENGINEER# 14,532

OREGON

GREGORY N . LANGDON

1098765

G

H

I

(E)

VAV

1

REMOVE ABANDONED

DAMPER.

(E)

VAV

3

(E)

VAV

5

3/4" HS

2" HS

2" HR

3/4" HR

1 1/2" HR

1 1/2" HS

1/2" HR

1/2" HS

3/4

" HS

3/4

" HR

3/4" HR3/4" HS

1/2

" HS

1/2

" HR

1/2

" HR

1/2

" HS

1" HS

1" HR

(E)

VAV

2

1

3

2 2

4

4

TVAV-1

TVAV-2

REMOVE EXISTING GRILLE

44"x

20"

16"ø

22"x10"

8"ø 6"ø

12"x8"

8"ø

22"x

10"

10"ø

8"ø

8"ø

8"ø

8"ø

6"ø

6"ø

10"ø

10"ø

22"x10"

10"ø

22"x

10"

6"ø

(E) 44"x20" SA DN TO

(E) AHU-1 BELOW

5

3




Sheet:

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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 - FIRST FLOOR1

PROJECTNORTH

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

S H E E T N O T E S :

1. EXTENT AND CONFIGURATION OF EXISTING SYSTEMS BASED ON LIMITED FIELD

VERIFICATION. CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS IN FIELD.

1 SALVAGE TERMINAL UNIT FOR RELOCATION. REMOVE HEATING COIL PIPE

ACCESSORIES AND TEMPORARILY CAP PIPE FOR RECONNECTION.

SALVAGE DIFFUSER/GRILLE FOR RELOCATION.

PATCH DUCTWORK AND SEAL AIRTIGHT OPENING IN EXISTING DUCTWORK

THAT IS TO REMAIN.

EXISTING TERMINAL UNIT SHOWN FOR REFERENCE. CONTRACTOR TO

VERIFY EXACT LOCATION.

SALVAGE EXISTING PENDANT THERMOSTAT FOR RELOCATION.

2

3

4


5

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-

3

1

-

1

8

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9

8

9

DIGITALLY SIGNED

REGI


OREGON

GREGORY N . LANGDON

CC CCCC CC

CCCC

CCCC

1098765

G

H

I

PROJECTNORTH

TVAV-47

(E)SD220 CFM

(TYP. of 4)

(E)SD100 CFM48" -2 -6"ø

SD-2

100 CFM

RG-1

24"x24"980 CFM

VAV

1(E)

VAV

5

(E)

VAV

3

44"x

20"

22"x10"

22"x

10"

10"ø

14"x

12"

12"x12"

8"ø

10"x10"

8"ø

8"ø

8"ø

22"x10"22"x10"

10"ø

10"ø

22"x

10"

(E) 44"x20" DN TO

(E) AHU-1 BELOW

2

2

3

3

24"x24" DAMPER FOR

RETURN AIR PATH

TVAV-1

VAV

47

8"ø

10"x8"

6"ø

6"ø

6"ø

(E)SD100 CFM 2

LOBBYLOBBYLOBBYLOBBY

101

RECEPTIONRECEPTIONRECEPTIONRECEPTION

102

1

4

5

5

5

8"ø




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10.02.201710.02.201710.02.201710.02.2017

M121M121M121M121

AIR DISTRIBUTIONAIR DISTRIBUTIONAIR DISTRIBUTIONAIR DISTRIBUTIONFLOOR PLANFLOOR PLANFLOOR PLANFLOOR PLAN




17021170211702117021

TKO

GNL


1/8" = 1'-0"M121AIR DISTRIBUTION FLOOR PLAN1

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

1 RELOCATED TERMINAL UNIT.

RELOCATED DIFFUSER/GRILLE.

(E) TERMINAL UNIT SHOWN FOR REFERENCE. CONTRACTOR TO VERIFY

EXACT LOCATION IN FIELD.

RELOCATED PENDANT THERMOSTAT.

DAMPER ACTUATOR/ ACCESS IS TO BE ON ACCESIBLE EAST SIDE OF WALL.

2

3


4

5

E

X

P

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S: 12

-

3

1

-

1

8

J

U

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9

8

9

DIGITALLY SIGNED

REGI


OREGON

GREGORY N . LANGDON

1098765

G

H

I

3/4" HS

2" HS2" HR

3/4" HR

1 1/2" HR

1 1/2" HS

3/4" HR

3/4" HS

1/2" HR

1/2" HS

3/4" HS

3/4" HR

3/4" HR

3/4" HS

1" HS

1" HR

1/2" HS

1/2" HR1/2" HS

1/2" HR

1/2" HS

1/2" HR

VAV

1

(E)

VAV

5

(E)

VAV

3

5555

M501M501M501M501

5555

M501M501M501M501

VAV

47

RECEPTIONRECEPTIONRECEPTIONRECEPTION

102

LOBBYLOBBYLOBBYLOBBY

101

1/2" HS1/2" HR

(E) HS & HR

PIPE RISERS




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10.02.201710.02.201710.02.201710.02.2017

M131M131M131M131

HYDRONIC FLOORHYDRONIC FLOORHYDRONIC FLOORHYDRONIC FLOORPLANPLANPLANPLAN




17021170211702117021

TKO

GNL


1/8" = 1'-0"M131HYDRONIC FLOOR PLAN1

PROJECTNORTH


E

X

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-

3

1

-

1

8

J

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9

8

9

DIGITALLY SIGNED

REGI


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

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

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

PIPE SIZE AS SCHEDULED.

PROVIDE DIELECTRIC UNION BETWEEN DISSIMILAR PIPING

MATERIALS.

1/4" BALL VALVE MANUAL AIR

VENT AT HIGH POINTTWO-WAY OR THREE-WAY

CONTROL VALVE AS

SCHEDULED

PROVIDE BYPASS FOR 3-WAY

VALVE APPLICATIONS.

PIPE SIZE TO MATCH COIL

CONNECTION (TYP)

1/2" DRAIN VALVE AT

LOW POINT

UNION OR FLANGE (TYP)

C O I L

AAAA

CFRCFRCFRCFR

CFSCFSCFSCFS

1/2" COIL DRAIN WHERE REQUIRED

TO FULLY DRAIN COIL (TYP)

1/2" COIL AIR VENT WHERE

REQUIRED TO VENT COIL (TYP)

1

1

2

1

2

D E T A I L N O T E S :

SUPPLY

RETURN

LOW VELOCITY SUPPLY

DUCT. PROVIDE DUCT LINER

IN DISCHARGE DUCTWORK

AS SHOWN ON PLAN

DRAWINGS.

TERMINAL

UNIT (TU)

RUNOUT DUCT -

SIZE AS

SCHEDULED

TERMINAL

UNIT

CONNECTION

DUCTWORK

PROVIDE 24" CLEARANCE IN

FRONT OF TU CONTROLLER

&

DAMPER ACTUATOR.

4 DUCT DIA.




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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

2222DUCT CONSTRUCTIONDUCT CONSTRUCTIONDUCT CONSTRUCTIONDUCT CONSTRUCTION

NOT TO SCALE4444

ROUND DUCT CONSTRUCTIONROUND DUCT CONSTRUCTIONROUND DUCT CONSTRUCTIONROUND DUCT CONSTRUCTIONNOT TO SCALE

5555HEATING COIL - SINGLE - TWO OR THREE WAY - 2" AND SMALLERHEATING COIL - SINGLE - TWO OR THREE WAY - 2" AND SMALLERHEATING COIL - SINGLE - TWO OR THREE WAY - 2" AND SMALLERHEATING COIL - SINGLE - TWO OR THREE WAY - 2" AND SMALLER

NOT TO SCALE3333

TERMINAL UNITS (TU)TERMINAL UNITS (TU)TERMINAL UNITS (TU)TERMINAL UNITS (TU)


E

X

P

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3

1

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1

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9

8

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DIGITALLY SIGNED

REGI


OREGON

GREGORY N . LANGDON


Sheet:

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Revisions:

Inc .


PERMIT SET: 10.02.2017

155 COTTAGE STREET NESALEM, OR 97301

DAS

17021

BMJMJC

stewardship through design™

2110 STATE STREETSALEM, OREGON 97301

503-447-5030FluentEngineering.com

NOT FOR CONSTRUCTION WHEN UNSIGNED

CO

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GENERAL SERVICES BUILDINGLOBBY IMPROVEMENT

ADDENDUM #1: 12.04.20171

SHEET INDEX

E0.0 LEGEND

E2.0 DEMOLITION PLANS

E3.0 LIGHTING PLANS

E4.0 POWER PLANS

E4.1 POWER OVERALL PLANS

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

COVERSHEET &LEGENDS

1

AutoCAD SHX Text

921 SW WASHINGTON STREET

AutoCAD SHX Text

SUITE 250 PORTLAND OREGON 97205

AutoCAD SHX Text

TEL

AutoCAD SHX Text

503 227 4920

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AutoCAD SHX Text

FAX

AutoCAD SHX Text

75cd

AutoCAD SHX Text

75cd

AutoCAD SHX Text

S

AutoCAD SHX Text

3

AutoCAD SHX Text

S

UP

6 7 8 9

G

H

I

16'-0" 19'-0" 2'-6"

18'-8"

20'-0"


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ADDENDUM #1: 12.04.20171

ELECTRICAL DEMOLITION

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

E2.0

1

KEYED NOTES

1. REMOVE AND RELOCATE GENERATOR ANNUNCIATOR & REMOTE EMERGENCY STOP

BUTTON.

2. REMOVE AND RELOCATE FIRE ALARM ANNUNCIATOR.

3. REMOVE AND RELOCATE LIGHTING CONTROLLER SWITCHES AND AREA MAP.

4. RELOCATE GENERATOR ANNUNCIATOR, FIRE ALARM ANNUNCIATOR, AND LCP SWITCHES TO

THIS LOCATION. FLUSH MOUNT.

5. EXISTING FIRE ALARM DEVICE TO REMAIN. DOOR MAGNETIC HOLDS, HORN/STROBES, AND

SMOKE DETECTORS TO REMAIN.

6. EXISTING ACCESS CONTROL LOCK-DOWN BUTTON TO REMAIN. EXTEND AND RELOCATE

BUTTON TO CENTER LOCATION IN NEW CABINETRY PER ARCHITECT.

7. REMOVE EXISTING BUZZ-IN SWITCH FOR THIS DOOR (SWITCH LOCATED AT EXISTING

RECEPTION AREA), RE-ASSIGN TO STAIRWELL DOOR. PROVIDE NEW BUTTON AND

CONDUCTORS. SEE SPECIFICATIONS.

8. REMOVE AND RELOCATE PULL STATION AS SHOWN.

9. SALVAGE EXISTING ACCESS CONTROL AND RETURN TO OWNER.

10. RELOCATE (E) TV POWER OUTLET AND VOICE/DATA OUTLET FROM THIS LOCATION TO NEW

LOCATION SHOWN. MOUNT FOR TV.

#

1. SALVAGE EXISTING ACCESS CONTROL DEVICE(S) BEING REMOVED TO OWNER.

2. EXISTING FIRE ALARM DEVICES SHALL REMAIN.

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. REMOVE (E) POWER RECEPTACLES, FURNITURE CONNECTIONS, AND VOICE/DATA OUTLETS

WITHIN (E) LOBBY AREA (NOT SHOWN). PROVIDE NEW AS INDICATED ON DRAWINGS.

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

SHEET NOTES

1

2

3

4

5

6

7

5

5

5

5

5

8

E2.0

DEMOLITIONPLANS

9

10

1

1

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

TEL

AutoCAD SHX Text

503 227 4920

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AutoCAD SHX Text

FAX

mcash

OR-Stamp & Signature

UP

6 7 8 9 10

G

H

I

101LOBBY

102RECEPTION

102

101C

101A

(E)

101B

(E)

101D

(E)

6 7 8 9

G

H

I

M

M

M

b b

a

D

a

D

b

D

c

W

BEB

c

CE

c

C

c

C

c

C

c

C

c

C

c

C

c,d

C

c,d

CE

c,d

CE

c,d

C

c,d

C

P

d

a,b,c,d

a,b,c,d

a,b,c,d

X

d

J


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ADDENDUM #1: 12.04.20171

LIGHTING PLANS

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

E3.0

1

KEYED NOTES

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

APPROVED.

2. CONNECT TO EXISTING CIRCUIT CONTROLLED FROM EXISTING LIGHTING CONTROLLER

MADE AVAILABLE FROM DEMOLITION. SEE DETAILS.

3. CONNECT TO SPARE IN (E) PANEL E.

4. SCENE CONTROLLER WITH DIMMER.

5. 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.

6. PROVIDE ADDITIONAL GANG FOR FUTURE 1-GANG SWITCH. PROVIDE BLANK COVER PLATE.

PROVIDE AND ROUTE RACEWAY BETWEEN FUTURE BOX AND TO KEYED NOTE 5 J-BOX

SHOWN.

7. PROVIDE FLUXWERX WF1 DYNAMIC WHITE/TUNABLE 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 ARCHITECT AND OWNER. FUTURE CONTROL ADJUSTMENTS ARE TO BE

PROVIDED BY DAS MAINTENANCE STAFF.

#

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. GENERAL LIGHTING IS FIRST CONTROLLED BY PANEL BREAKER,

THEN LCP, THEN OCCUPANCY SENSOR, THEN LOCAL SWITCH/DIMMER. OVERRIDES INCLUDE

EMERGENCY BYPASS RELAY AND DAYLIGHT PHOTOCELL DIMMING. SCENE CONTROLLER IS

VIA DATA COMMUNICATIONS SIGNAL TO FIXTURES. CE FIXTURES SHALL INCLUDE INTEGRAL

IN-FIXTURE BYPASS RELAY. PROVIDE UNSWITCHED HOT TO CE FIXTURES.

3. CONNECT EXIT SIGNS TO UNSWITCHED EMERGENCY CIRCUIT.

SHEET NOTES

3

4

2

3

1

E3.0

LIGHTING PLANS

5

6

1

7

1

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UP

6 7 8 9 10

G

H

I

101LOBBY

102RECEPTION

102

101C

101A

(E)

101B

(E)

101D

(E)

KP

KP

+

+

+

+

+

C-4

C-39

C-41

GEN-2

C-35

C-37

C-33

C-33

C-33

+

KP

I

I

O

SEE

DEMO.

PLANS

+

+

+

+

C-4


Sheet:

Date:

HEA Project no.


Revisions:

Inc .




DAS

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ADDENDUM #1: 12.04.20171

POWER PLANS

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

E4.0

1

KEYED NOTES

1. MOUNT FOR TELEVISION.

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

CONDUCTORS TO ACCESS CONTROLLER THROUGH RACEWAY.

3. 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.

4. PROVIDE POWER AND FIRE ALARM CONNECTION TO FIRE SMOKE DAMPER. SEE

MECHANICAL FOR ADDITIONAL REQUIREMENTS AND LOCATIONS. PROVIDE DISCONNECT

AT FSD. PROVIDE 20/1 BREAKER IN (E) PANEL C. SIEMENS PANEL P1C42ML 123CTF TYPE.

UPDATE PANELBOARD DIRECTORY CARD. CONNECT TO CIRCUIT C-30 WITH 3#12

CONDUCTORS IN 3/4" C.

5. CONNECT NVR TO RECEPTACLE ON GENERATOR. PROVIDE 750VA 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. COORDINATE MONITOR LOCATION WITH ARCHITECT AND OWNER.

6. PROTECT AND SAVE (E) BUILDING LOCK-DOWN SWITCH.

7. PROVIDE CAT 6 CABLE ROUTED TO PoE SWITCH IN RACEWAY.

8. (E) RELOCATED FIRE ALARM PULL STATION.

#

1. NOT USED.

2. NOT USED.

3. NOT USED.

4. INTERIOR CAMERAS SHALL BE CEILING MOUNTED.

5. PROVIDE 20/1 BREAKERS IN (E) PANEL C AT SPACE LOCATIONS C-33,35,37,39,41,30,26,2, AND

4. PANEL IS SIEMENS TYPE P1C42ML 125CTF.

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

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

SHALL NOT BE LESS THAN 1"C.

7. 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.

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

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

BY CONTRACTOR.

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

ACCESS CONTROL EQUIPMENT, AND CAMERA EQUIPMENT.

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

SERVICE CONTRACT.

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

EXCEEDING 44" AFF PER ADA.

SHEET NOTES

2

3

4

4

4

5

6

7

7

7

8

E4.0

POWER PLANS

4

1

1

1

1

1

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PANEL C

PANEL GEN

GEN-4


Sheet:

Date:

HEA Project no.


Revisions:

Inc .




DAS

17021

BMJMJC





CO

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ADDENDUM #1: 12.04.20171

E4.1

POWER OVERALLPLANS

KEYED NOTES

1. (E) FIRE ALARM CONTROL PANEL (FACP) / FIRE ALARM MASTER PANEL (FAM). PROVIDE

ACCESS CONTROLLER INTERCONNECTION TO PANEL. PROVIDE NORMALLY CLOSED (FAIL

OPEN), CONTACT AND RELAY INTERFACE TO ACCESS CONTROLLER.

2. (E) ACCESS CONTROLLER LOCATION. ROUTE ACCESS CONTROL CONDUCTORS AND

RACEWAY TO THIS ROOM.

3. (E) IT ROOM. PROVIDE PoE SWITCH FOR CAMERAS. MOUNT PoE SWITCH IN THIS ROOM.

PROVIDE EMERGENCY POWERED RECEPTACLE AND 500VA APC OR APPROVED UPS.

CONNECT TO NEW DEDICATED RECEPTACLE CONNECTED TO BACKUP POWER PANEL AS

SHOWN.

4. ROUTE DATA RACEWAY TO THIS LOCATION.

5. 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).

#

FIRST FLOOR PLAN

SCALE: 1/16" = 1'-0"

E4.1

2

2

5

3 4

BASEMENT PLAN

SCALE: 1/16" = 1'-0"

E4.1

1

1

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8' TRACK

AutoCAD SHX Text

8' TRACK

AutoCAD SHX Text

24' TRACK

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8' TRACK

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4' TRACK

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8' TRACK

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8' TRACK

AutoCAD SHX Text

20' TRACK

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

45 SQ. FT.

AutoCAD SHX Text

006

AutoCAD SHX Text

STOR.

AutoCAD SHX Text

3 OCC.

AutoCAD SHX Text

497 SQ. FT.

AutoCAD SHX Text

022B

AutoCAD SHX Text

MECH.

AutoCAD SHX Text

30 SQ. FT.

AutoCAD SHX Text

017

AutoCAD SHX Text

STOR.

AutoCAD SHX Text

3 OCC.

AutoCAD SHX Text

600 SQ. FT.

AutoCAD SHX Text

027

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

5 OCC.

AutoCAD SHX Text

1160 SQ. FT.

AutoCAD SHX Text

022A

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

176 SQ. FT.

AutoCAD SHX Text

020

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

23 OCC.

AutoCAD SHX Text

344 SQ. FT.

AutoCAD SHX Text

018

AutoCAD SHX Text

CONF.

AutoCAD SHX Text

MEDIUM

AutoCAD SHX Text

5 OCC.

AutoCAD SHX Text

1042 SQ. FT.

AutoCAD SHX Text

016B

AutoCAD SHX Text

MECH.

AutoCAD SHX Text

3 OCC.

AutoCAD SHX Text

656 SQ. FT.

AutoCAD SHX Text

016A

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

1 OCC.

AutoCAD SHX Text

70 SQ. FT.

AutoCAD SHX Text

013

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

1 OCC.

AutoCAD SHX Text

128 SQ. FT.

AutoCAD SHX Text

014

AutoCAD SHX Text

TELE/DATA

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

360 SQ. FT.

AutoCAD SHX Text

015

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

15 OCC.

AutoCAD SHX Text

224 SQ. FT.

AutoCAD SHX Text

012

AutoCAD SHX Text

CONF.

AutoCAD SHX Text

MEDIUM

AutoCAD SHX Text

15 OCC.

AutoCAD SHX Text

224 SQ. FT.

AutoCAD SHX Text

011

AutoCAD SHX Text

CONF.

AutoCAD SHX Text

MEDIUM

AutoCAD SHX Text

15 OCC.

AutoCAD SHX Text

221 SQ. FT.

AutoCAD SHX Text

010

AutoCAD SHX Text

CONF.

AutoCAD SHX Text

MEDIUM

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

450 SQ. FT.

AutoCAD SHX Text

009

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

390 SQ. FT.

AutoCAD SHX Text

001

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

30 OCC.

AutoCAD SHX Text

460 SQ. FT.

AutoCAD SHX Text

005

AutoCAD SHX Text

CONF.

AutoCAD SHX Text

MEDIUM

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

811 SQ. FT.

AutoCAD SHX Text

031

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

2 OCC.

AutoCAD SHX Text

435 SQ. FT.

AutoCAD SHX Text

021A

AutoCAD SHX Text

STOR.

AutoCAD SHX Text

41 OCC.

AutoCAD SHX Text

608 SQ. FT.

AutoCAD SHX Text

029

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

BREAK

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

286 SQ. FT.

AutoCAD SHX Text

034

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

282 SQ. FT.

AutoCAD SHX Text

035

AutoCAD SHX Text

MEN

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

160 SQ. FT.

AutoCAD SHX Text

032B

AutoCAD SHX Text

UPS

AutoCAD SHX Text

1 OCC.

AutoCAD SHX Text

174 SQ. FT.

AutoCAD SHX Text

032A

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

56 SQ. FT.

AutoCAD SHX Text

032C

AutoCAD SHX Text

STOR.

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

48 SQ. FT.

AutoCAD SHX Text

033

AutoCAD SHX Text

STOR.

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

95 SQ. FT.

AutoCAD SHX Text

036

AutoCAD SHX Text

UNISEX

AutoCAD SHX Text

1 OCC.

AutoCAD SHX Text

172 SQ. FT.

AutoCAD SHX Text

037

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

JAN.

AutoCAD SHX Text

68 OCC.

AutoCAD SHX Text

1018 SQ. FT.

AutoCAD SHX Text

003

AutoCAD SHX Text

CONF.

AutoCAD SHX Text

LARGE

AutoCAD SHX Text

42 SQ. FT.

AutoCAD SHX Text

051

AutoCAD SHX Text

MACHINE

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

1015 SQ. FT.

AutoCAD SHX Text

002

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

5 OCC.

AutoCAD SHX Text

1084 SQ. FT.

AutoCAD SHX Text

050E

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

4 OCC.

AutoCAD SHX Text

848 SQ. FT.

AutoCAD SHX Text

050F

AutoCAD SHX Text

MECH.

AutoCAD SHX Text

12 OCC.

AutoCAD SHX Text

2416 SQ. FT.

AutoCAD SHX Text

050D

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

3 OCC.

AutoCAD SHX Text

676 SQ. FT.

AutoCAD SHX Text

050C

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

11 OCC.

AutoCAD SHX Text

2108 SQ. FT.

AutoCAD SHX Text

050A

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

97 SQ. FT.

AutoCAD SHX Text

030

AutoCAD SHX Text

TRASH/RECYCL.

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

648 SQ. FT.

AutoCAD SHX Text

040

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

S1-0

AutoCAD SHX Text

STAIR 1

AutoCAD SHX Text

S2-0

AutoCAD SHX Text

STAIR 2

AutoCAD SHX Text

18 OCC.

AutoCAD SHX Text

274 SQ. FT.

AutoCAD SHX Text

007

AutoCAD SHX Text

CONF.

AutoCAD SHX Text

MEDIUM

AutoCAD SHX Text

21 OCC.

AutoCAD SHX Text

318 SQ. FT.

AutoCAD SHX Text

008

AutoCAD SHX Text

CONF.

AutoCAD SHX Text

MEDIUM

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

63 SQ. FT.

AutoCAD SHX Text

004A

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

1 OCC.

AutoCAD SHX Text

117 SQ. FT.

AutoCAD SHX Text

021B

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

107 SQ. FT.

AutoCAD SHX Text

039

AutoCAD SHX Text

VENDING

AutoCAD SHX Text

2 OCC.

AutoCAD SHX Text

403 SQ. FT.

AutoCAD SHX Text

050B

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

50 SQ. FT.

AutoCAD SHX Text

004B

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

UP

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

021C

AutoCAD SHX Text

STOR.

AutoCAD SHX Text

035B

AutoCAD SHX Text

STOR.

AutoCAD SHX Text

1 OCC.

AutoCAD SHX Text

200 SQ. FT.

AutoCAD SHX Text

016C

AutoCAD SHX Text

(FACILITIES)

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

1 OCC.

AutoCAD SHX Text

185 SQ. FT.

AutoCAD SHX Text

021D

AutoCAD SHX Text

STOR.

AutoCAD SHX Text

- OCC.

AutoCAD SHX Text

76 SQ. FT.

AutoCAD SHX Text

002A

AutoCAD SHX Text

STORAGE

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mcash


TV

WALL RECEPTACLE

POWER

CONDUIT

LOW VOLTAGE

CONDUIT

POWER CONDUIT

FINISHED FLOOR

ACCESSIBLE

CEILING

SPACE

(E)

LIGHTING

CONTROLLER

(LCP)

NORMAL

POWER

PACK

CM

IN RACEWAY TYP.

MOUNT

CONCEALED

ABOVE

LCP

CP

REMOTE

NORMAL

OR

EMERGENCY

POWER

PANEL

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

UNSWITCHED HOT TO BYPASS RELAYS NOT SHOWN.

SEPARATE PHOTOSENSOR POWER PACKS NOT SHOWN.

C

CE FIXTURES

EXIT SIGNS

SCENE CONTROLLER AT

RECEPTION

(C/CE FIXTURES)

C

EMERGENCY BYPASS RELAY

(INTEGRAL TO CE FIXTURES)

EMERGENCY

POWER

PACK

MOUNT

CONCEALED

ABOVE

LCP

IN RACEWAY TYP.

C M C M

C

C

IN RACEWAY TYP.

C FIXTURES

B, W, C FIXTURES

DIMMER SWITCHES AT RECEPTIONC

IN RACEWAY TYP.

IN RACEWAY TYP.

IN RACEWAY TYP.

OR SCENE CONTROLLER AT

RECEPTION (C/CE FIXTURES)

C

IN RACEWAY TYP.

SCENE CONTROLLER AT RECEPTION

(C/CE FIXTURES)

C

BE FIXTURES

C

EMERGENCY

BYPASS

RELAY

IN RACEWAY TYP.

IN RACEWAY TYP.

DIMMER SWITCHES AT

RECEPTION

CP

REMOTE

IN RACEWAY TYP.

SEE PLANS WHERE PRESENT


Sheet:

Date:

HEA Project no.


Revisions:

Inc .




DAS

17021

BMJMJC





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ADDENDUM #1: 12.04.20171

EMERGENCY BYPASS RELAY

NTS

E6.0

1

DETAIL FOR REFERENCE ONLY. NOT PREPARED BY ENGINEER OF RECORD

WALL TV POWER & LOW VOLTAGE

NTS

E6.0

2

LIGHTING CONTROL SCHEMATIC

NOT TO SCALEE6.0

3

KEYED NOTES

1. SAME, SINGLE SCENE CONTROLLER.

2. SCENE CONTROLLER CONNECTS WITH CONTROL CABLE ONLY, SWITCHED ON/OFF POWER

IS VIA CONTROL SIGNAL AND EXISTING LCP.

#

1

1 2

1

E6.0

DETAILS

FIRE ALARM AC UNIT SHUTDOWN

NOT TO SCALEE6.0

4

1

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RELAY

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R

AutoCAD SHX Text

NEUTRAL

AutoCAD SHX Text

HOT

AutoCAD SHX Text

DAMPER

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CM

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CONTROL

AutoCAD SHX Text

MODULE

AutoCAD SHX Text

(+)

AutoCAD SHX Text

(-)

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120V

AutoCAD SHX Text

DAMPERS

AutoCAD SHX Text

TO DIALER

AutoCAD SHX Text

CM

AutoCAD SHX Text

R

AutoCAD SHX Text

PROVIDE DISCONNECT OR PROVIDE LOCKABLE BREAKER AT ELECTRICAL PANEL AND LABEL INDICATING BREAKER LOCATION AT FIRE SMOKE DAMPER.

AutoCAD SHX Text

FAIL CLOSED. POWERED OPEN. SPRING CLOSED. CLOSE WHEN NO POWER PRESENT AND UPON BROKEN FUSE LINK.

AutoCAD SHX Text

NORMALLY ENERGIZED DE-ENERGIZED UPON ALARM CONDITION AND OPEN CONTACT TO CLOSE DAMPERS.

AutoCAD SHX Text

DE-ENERGIZED UPON ALARM CONDITION 24 VDC. OPEN CONTACT TO CLOSE DAMPERS.

AutoCAD SHX Text

NOTE: : DETAIL SHOWN TO INDICATE PERFORMANCE REQUIREMENTS AND DISCONNECT REQUIREMENTS. PROVIDE CONNECTION TO HVAC UNIT SO WHEN DAMPER IS CLOSED HVAC CANNOT RUN. PROVIDE CONNECTION TO FIRE/SMOKE DAMPER SO WHEN HVAC IS OFF, FSD IS CLOSED.

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TEL

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FAX

mcash


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