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>GT.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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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
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NEC
HU
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H S
T N
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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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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
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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FIRE/LIFE SAFETYPLAN - 2ND FLOOR
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
DAS
17021
AC
DP
CONSTRUCTION DOCUMENTSET
1" = 10'-0"G01CODE ANALYSIS - FIRE & LIFE SAFETY DIAGRAM - 2ND FLOOR1
0' 5' 10' 20'
ALAN OSBORNE
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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.
12.
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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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
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
A100
DEMOLITION PLAN& RCP-2ND FLOOR
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
DAS
17021
AC
DP
CONSTRUCTION DOCUMENTSET
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
AREA OF WORKADDITIONAL WORK IN LOCATIONS BEYOND AREA OF WORK IS REQUIRED TO ACCOMMODATE MEP SYSTEMS.
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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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
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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A200
FLOOR PLAN &RCP-2ND FLOOR
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
DAS
17021
AC
DP
CONSTRUCTION DOCUMENTSET
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
AREA OF WORKADDITIONAL WORK IN LOCATIONS BEYOND AREA OF WORK IS REQUIRED TO ACCOMMODATE MEP SYSTEMS.
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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
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
A500
FINISH PLAN - 2NDFLOOR
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
DAS
17021
AC
DP
CONSTRUCTION DOCUMENTSET
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
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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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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
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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A700
INTERIORELEVATIONS
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
DAS
17021
AC
DP
CONSTRUCTION DOCUMENTSET
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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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
LIGHT GAGE STEEL FRAMING
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
SOS-3.1 END PANEL AT UPPER COUNTERTOP ABOVE
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"
1/8" REVEAL PAINT BALLISTIC PANEL FLAT BLACK
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
TOP OF UPPER COUNTERTOP
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"
1-1/2" x 7" WIRE CHASE OPENING THROUGH HSS 8" AFF. TYP
1/8" REVEAL PAINT BALLISTIC PANEL FLAT BLACK
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 UPPER COUNTERTOP
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
SOS-3.1 END PANEL AT UPPER COUNTERTOP ABOVE
1-1/2" x 7" WIRE CHASE OPENING THROUGH HSS 8" AFF. 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
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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
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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A900
INTERIOR DETAILS-RECEPTION DESK
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
DAS
17021
AC
DP
CONSTRUCTION DOCUMENTSET
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
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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:
INTERIOR PARTITION 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
INTERIOR PARTITION ASSEMBLY
SUSPENDED GYPSUM BOARD CEILING ASSEMBLY
WOOD PLANK WALL 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
WOOD PLANK WALL ASSEMBLY
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"
WOOD PLANK MODULE DIM POINT, TYP
TRIM TOP OF WOOD PLANK
WOOD PLANK MODULE DIM POINT, TYP
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
INTERIOR PARTITION ASSEMBLY
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
INTERIOR PARTITION 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
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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205
503 227 4860 TEL503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd yArchitects
C:\
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A901
INTERIOR DETAILS
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
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AC
DP
CONSTRUCTION DOCUMENTSET
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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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
METAL DECK AND CONCRETE SLAB
METAL DECK AND CONCRETE SLAB
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
ROUGH OPENING DIM POINT
FUTURE DOOR
STRUCTURE
CEILING
FLOOR
DEFLECTION HEAD
A9022
A9029
A9025
A9024
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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
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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A902
PARTITIONDETAILS
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
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CONSTRUCTION DOCUMENTSET
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
NOT TO SCALEA902DEFLECTION HEAD5
3" = 1'-0"A902DEFLECTION HEAD7
NOT TO SCALEA902DEFLECTION HEAD9
3" = 1'-0"A90209 21 16 - TYPICAL DOOR FRAMING4
1/2" = 1'-0"A902TYPICAL INTERIOR WALL DETAIL1
ALAN OSBORNE
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PORTLAND, OREGON
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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.
LIGHT GAGE STEEL FRAMING
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
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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205
503 227 4860 TEL503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd yArchitects
C:\
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A903
PARTITION TYPES
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
DAS
17021
AC
DP
CONSTRUCTION DOCUMENTSET
ALAN OSBORNE
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PORTLAND, OREGON
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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
ROUGH OPENING DIM POINT
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
ROUGH OPENING DIM POINT
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
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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:Checked by:
Revisions:
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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A904
DOOR SCHEDULE& DETAILS
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
DAS
17021
MDDP
CONSTRUCTION DOCUMENTSET
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
LL L
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FIR
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4' -
0" M
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. 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.
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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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205
503 227 4860 TEL503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd yArchitects
C:\
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A905
CEILING DETAILS
DAS EXECUTIVEBUILDING LOBBY
155 COTTAGE STREET NESALEM, OR 97301
DAS
17021
MD
DP
CONSTRUCTION DOCUMENTSET
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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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:
Checked by:
Revisions:
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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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
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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
T-30 TITUS HS-M 6 550 275 165 EXISTING
T-31 TITUS HS-M 6 440 220 135 EXISTING
© Systems West Engineers, Inc. 2017. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820)
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MMMM
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(E)
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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
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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:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205
503 227 4860 TEL503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd yArchitects
KEY PLAN
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M101M101M101M101
MECHANICALMECHANICALMECHANICALMECHANICALDEMOLITIONDEMOLITIONDEMOLITIONDEMOLITION
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
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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
© Systems West Engineers, Inc. 2017. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820)
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OREGON
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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"
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:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205
503 227 4860 TEL503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd yArchitects
KEY PLAN
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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
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
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
© Systems West Engineers, Inc. 2017. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820)
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.
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
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
1
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:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205
503 227 4860 TEL503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd yArchitects
C:\
Use
rs\jsh
\Do
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men
ts\ R
evi
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ser
File
s\T
02
8.0
4 O
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10.02.201710.02.201710.02.201710.02.2017
M501M501M501M501
MECHANICALMECHANICALMECHANICALMECHANICALDETAILSDETAILSDETAILSDETAILS
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
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
© Systems West Engineers, Inc. 2017. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820)
NOT TO SCALE4444
DUCT CONSTRUCTIONDUCT CONSTRUCTIONDUCT CONSTRUCTIONDUCT CONSTRUCTION
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
Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:Checked by:
Revisions:
Inc .
Hennebery E dd yArchitects
PERMIT SET: 10.02.2017
EXECUTIVE BUILDINGLOBBY
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
NS
TRU
CTI
ON
DO
CU
ME
NT
SE
T
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
3 4 5 6
A
B
Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:Checked by:
Revisions:
Inc .
Hennebery E dd yArchitects
PERMIT SET: 10.02.2017
EXECUTIVE BUILDINGLOBBY
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
NS
TRU
CTI
ON
DO
CU
ME
NT
SE
T
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
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
Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:Checked by:
Revisions:
Inc .
Hennebery E dd yArchitects
PERMIT SET: 10.02.2017
EXECUTIVE BUILDINGLOBBY
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
NS
TRU
CTI
ON
DO
CU
ME
NT
SE
T
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
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
Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:Checked by:
Revisions:
Inc .
Hennebery E dd yArchitects
PERMIT SET: 10.02.2017
EXECUTIVE BUILDINGLOBBY
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
NS
TRU
CTI
ON
DO
CU
ME
NT
SE
T
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.
#
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E4.0
POWER/SIGNALPLAN
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Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:Checked by:
Revisions:
Inc .
Hennebery E dd yArchitects
PERMIT SET: 10.02.2017
EXECUTIVE BUILDINGLOBBY
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
NS
TRU
CTI
ON
DO
CU
ME
NT
SE
T
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
C
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
Copyright 2017 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:Checked by:
Revisions:
Inc .
Hennebery E dd yArchitects
PERMIT SET: 10.02.2017
EXECUTIVE BUILDINGLOBBY
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
NS
TRU
CTI
ON
DO
CU
ME
NT
SE
T
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