#245135 Civic Center Improvements Demolition and Abatement

#245135 Civic Center Improvements Demolition and Abatement

Engineers Estimate $850,000 to $1,300,000

A B C D E F GH J K
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RSTUVWXY
MECHANICALROOM
STORAGE/ITRR
STORAGE -FACILITIES
MECH TUNNELELEC.
STORAGE -FACILITIES
AHU
FIRERISER MECH TUNNEL
STORAGE
ELEC
BIKES
ELEC
10' - 10"32' - 0"32' - 0"17' - 0"32' - 0"32' - 0"32' - 0"17' - 0"32' - 0"32' - 0"10' - 0"
41' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"
31' - 4"30' - 6"30' - 6"29' - 8"35' - 8"31' - 4"30' - 6"30' - 6"28' - 10"
IT RACK
UP
ECR
15
Filename: Z:\Portland\Projects\City of Salem\CIT236-0418032-24007098 - Civic Center HBM Survey\Task 02 - Design\DWG\24007098_0003_HA1.dwg Layout Tab: 11X17 User: James Blanco CAD Plot Date/Time: 5/19/2025 9:34:41 AM
SCALE: 1" = 20'010'20'40'
NOREVISIONDATEBYAPPD
1.THIS DRAWING IS DIAGRAMMATIC. IT IS FOR GENERALINFORMATION AND SAMPLE LOCATIONS. CONTRACTOR TO FIELDVERIFY ALL MATERIAL LOCATIONS AND QUANTITIES.CONTRACTOR TO PERFORM ABATEMENT ACTIVITIES ACCORDINGTO SPECIFICATIONS AND ALL APPLICABLE REGULATIONS ASNECESSARY TO COMPLETE THE WORK. CONTRACTOR TOREFERENCE ARCHITECTURAL AND MEP DEMOLITION PLANS TOCOORDINATE THE WORK.2.IF THE CONTRACTOR DISCOVERS A SUSPECTASBESTOS-CONTAINING MATERIAL DURING DEMOLITIONACTIVITIES THAT IS NOT IDENTIFIED IN THE LIMITEDPRE-RENOVATION SURVEY, CONTRACTOR SHOULD STOP WORKAND NOTIFY THE PROJECT SUPERINTENDENT, ARCHITECT,OWNER, AND ENVIRONMENTAL CONSULTANT FOR ADDITIONALTESTING.3.ASBESTOS-CONTAINING MATERIALS ARE PRESENT IN THISBUILDING OUTSIDE THE SCOPE OF WORK. CONTRACTOR IS TOPERFORM ALL SELECTIVE DEMOLITION AS NEEDED OR NOTED TOACCESS AND ABATE ASBESTOS-CONTAINING MATERIALS WITHINTHE SCOPE OF WORK.4.SELECT MATERIALS SCHEDULED FOR DEMOLITION HAVE BEENIDENTIFIED AS CONTAINING LESS THAN 1% ASBESTOS.CONTRACTORS IMPACTING THESE MATERIALS ARE TO COMPLYWITH OSHA REGULATIONS GOVERNING LESS THAN 1% MATERIALSAS SPECIFIED IN SECTION 02 82 21 OF THE PROJECTSPECIFICATIONS.5.ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMINGDEMOLITION ACTIVITIES ARE TO COMPLY WITH ALL APPLICABLELEAD PAINT REGULATIONS IN OAR 437-DIVISION 3, 1926.62 AND ASSPECIFIED IN SECTION 02 83 13 OF THE PROJECT SPECIFICATIONS.LEAD-CONTAINING PAINT AND VARNISH ARE PRESENT ON SOMEREPRESENTATIVE BUILDING COMPONENTS TESTED. TESTING WASLIMITED IN NATURE. ALL OTHER UNTESTED PAINTED ORVARNISHED SURFACES THROUGHOUT THE BUILDING SHOULD BEPRESUMED TO CONTAIN LEAD.6.CONTRACTOR IS TO COORDINATE ALL ABATEMENT ACTIVITIESWITH THE GENERAL CONTRACTOR AND PROJECTSUPERINTENDENT INCLUDING BUT NOT LIMITED TO: SCHEDULING,DEMOLITION PHASING, ACCESS, AND SECURITY, POWER ANDWATER NEEDS, PROTECT AND SAVE ITEMS, LOCKOUT/TAGOUTPROCEDURES AND SITE SAFETY REQUIREMENTS.7.REFER TO LATEST HSW DEMOLITION DRAWINGS FOR THEINTERIOR NON-ACM DEMOLITION SCOPE OF WORK, INCLUDINGDEMOLITION OF WALLBOARD CONTAINING <1% ASBESTOS.
GENERAL NOTES
BASEMENT
SHEET DRAWING NO:SHEETOF
DRAWN BYDATE:CHECKED:PROJECT NUMBER:
FULL SIZE SHEET FORMAT IS 24X36; IF PRINTED SIZE IS NOT 24X36, THEN THIS SHEET FORMAT HAS BEEN MODIFIED & INDICATED DRAWING SCALE IS NOT ACCURATE.
HAZARDOUS MATERIAL ABATEMENT PLANSALEM CIVIC CENTER555 LIBERTY STREET SOUTHEAST, SALEM, OREGON
HA115
JABJRMMAY 202532-24007098PREPARED FOR: CITY OF SALEM
APEX COMPANIES, LLCAPEX COMPANIES, LLC
1.JOINT COMPOUND ASSOCIATED WITH FINISHED SEAMS ONGYPSUM WALLBOARD WALLS, CEILINGS, AND PARTITION WALLSCONTAINS LESS THAN ONE PERCENT ASBESTOS THROUGHOUT.JOINT COMPOUND IS ALSO INCIDENTALLY ADHERED TOMATERIALS ATTACHED TO WALLBOARD, SUCH AS COVEBASE,BACKSPLASH LAMINATE, WAINSCOT, CERAMIC TILES, AND SIMILARMATERIALS, AND WILL BE DISTURBED IF THESE COMPONENTS AREREMOVED. REMOVAL OF THIS MATERIAL IS ANTICIPATED TO BEINCLUDED IN THE ABATEMENT CONTRACTOR'S SCOPE OF WORK.REFER TO SPECIFICATION SECTION 02 82 21.
ABATEMENT NOTES
LEGENDAPPROXIMATE QUANTITY AND LOCATION OFCONTAINING ASBESTOS HARD PIPE FITTING INSULATIONWITH NON-ASBESTOS FIBERGLASS PIPE RUNS TO BEREMOVED#

A B C D E F GH J K
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1
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RSTUVWXY
10' - 10"32' - 0"32' - 0"17' - 0"32' - 0"32' - 0"32' - 0"17' - 0"32' - 0"32' - 0"10' - 0"
41' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"
31' - 4"30' - 6"30' - 6"29' - 8"35' - 8"31' - 4"30' - 6"30' - 6"28' - 10"
1
2
2
22
50
75
75
Filename: Z:\Portland\Projects\City of Salem\CIT236-0418032-24007098 - Civic Center HBM Survey\Task 02 - Design\DWG\24007098_0003_HA2.dwg Layout Tab: 11X17 User: James Blanco CAD Plot Date/Time: 5/19/2025 9:38:57 AM
SCALE: 1" = 20'010'20'40'
NOREVISIONDATEBYAPPD
SHEET DRAWING NO:SHEETOF
DRAWN BYDATE:CHECKED:PROJECT NUMBER:
FULL SIZE SHEET FORMAT IS 24X36; IF PRINTED SIZE IS NOT 24X36, THEN THIS SHEET FORMAT HAS BEEN MODIFIED & INDICATED DRAWING SCALE IS NOT ACCURATE.
HAZARDOUS MATERIAL ABATEMENT PLANSALEM CIVIC CENTER555 LIBERTY STREET SOUTHEAST, SALEM, OREGON
HA225
JABJRMMAY 202532-24007098PREPARED FOR: CITY OF SALEM
APEX COMPANIES, LLCAPEX COMPANIES, LLC
1.THIS DRAWING IS DIAGRAMMATIC. IT IS FOR GENERALINFORMATION AND SAMPLE LOCATIONS. CONTRACTOR TO FIELDVERIFY ALL MATERIAL LOCATIONS AND QUANTITIES.CONTRACTOR TO PERFORM ABATEMENT ACTIVITIES ACCORDINGTO SPECIFICATIONS AND ALL APPLICABLE REGULATIONS ASNECESSARY TO COMPLETE THE WORK. CONTRACTOR TOREFERENCE ARCHITECTURAL AND MEP DEMOLITION PLANS TOCOORDINATE THE WORK.2.IF THE CONTRACTOR DISCOVERS A SUSPECTASBESTOS-CONTAINING MATERIAL DURING DEMOLITIONACTIVITIES THAT IS NOT IDENTIFIED IN THE LIMITEDPRE-RENOVATION SURVEY, CONTRACTOR SHOULD STOP WORKAND NOTIFY THE PROJECT SUPERINTENDENT, ARCHITECT,OWNER, AND ENVIRONMENTAL CONSULTANT FOR ADDITIONALTESTING.3.ASBESTOS-CONTAINING MATERIALS ARE PRESENT IN THISBUILDING OUTSIDE THE SCOPE OF WORK. CONTRACTOR IS TOPERFORM ALL SELECTIVE DEMOLITION AS NEEDED OR NOTED TOACCESS AND ABATE ASBESTOS-CONTAINING MATERIALS WITHINTHE SCOPE OF WORK.4.SELECT MATERIALS SCHEDULED FOR DEMOLITION HAVE BEENIDENTIFIED AS CONTAINING LESS THAN 1% ASBESTOS.CONTRACTORS IMPACTING THESE MATERIALS ARE TO COMPLYWITH OSHA REGULATIONS GOVERNING LESS THAN 1% MATERIALSAS SPECIFIED IN SECTION 02 82 21 OF THE PROJECTSPECIFICATIONS.5.ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMINGDEMOLITION ACTIVITIES ARE TO COMPLY WITH ALL APPLICABLELEAD PAINT REGULATIONS IN OAR 437-DIVISION 3, 1926.62 AND ASSPECIFIED IN SECTION 02 83 13 OF THE PROJECT SPECIFICATIONS.LEAD-CONTAINING PAINT AND VARNISH ARE PRESENT ON SOMEREPRESENTATIVE BUILDING COMPONENTS TESTED. TESTING WASLIMITED IN NATURE. ALL OTHER UNTESTED PAINTED ORVARNISHED SURFACES THROUGHOUT THE BUILDING SHOULD BEPRESUMED TO CONTAIN LEAD.6.CONTRACTOR IS TO COORDINATE ALL ABATEMENT ACTIVITIESWITH THE GENERAL CONTRACTOR AND PROJECTSUPERINTENDENT INCLUDING BUT NOT LIMITED TO: SCHEDULING,DEMOLITION PHASING, ACCESS, AND SECURITY, POWER ANDWATER NEEDS, PROTECT AND SAVE ITEMS, LOCKOUT/TAGOUTPROCEDURES AND SITE SAFETY REQUIREMENTS.7.REFER TO LATEST HSW DEMOLITION DRAWINGS FOR THEINTERIOR NON-ACM DEMOLITION SCOPE OF WORK, INCLUDINGDEMOLITION OF WALLBOARD CONTAINING <1% ASBESTOS.
GENERAL NOTES
FIRST FLOOR
1.ASBESTOS-CONTAINING BLACK MASTIC ON CONCRETE ISSPORADICALLY-DISTRIBUTED THROUGHOUT THE BUILDING.APPROXIMATE OBSERVED LOCATIONS ARE DIAGRAMMED HEREBUT MAY NOT REPRESENT THE FULL EXTENT OF THE MATERIAL.2.JOINT COMPOUND ASSOCIATED WITH FINISHED SEAMS ONGYPSUM WALLBOARD WALLS, CEILINGS, AND PARTITION WALLSCONTAINS LESS THAN ONE PERCENT ASBESTOS THROUGHOUT.JOINT COMPOUND IS ALSO INCIDENTALLY ADHERED TOMATERIALS ATTACHED TO WALLBOARD, SUCH AS COVEBASE,BACKSPLASH LAMINATE, WAINSCOT, CERAMIC TILES, AND SIMILARMATERIALS, AND WILL BE DISTURBED IF THESE COMPONENTS AREREMOVED. REMOVAL OF THIS MATERIAL IS ANTICIPATED TO BEINCLUDED IN THE ABATEMENT CONTRACTOR'S SCOPE OF WORK.REFER TO SPECIFICATION SECTION 02 82 21.3.FIBERGLASS DUCTWORK WITH ASBESTOS-CONTAINING TANSEALANT TO BE REMOVED IS LOCATED SPORADICALLYTHROUGHOUT CEILING AREAS AS CONNECTIONS BETWEENNON-ACM METAL OR FIBERGLASS-INSULATED DUCTS.
ABATEMENT NOTES
LEGENDASBESTOS-CONTAINING BLACK MASTIC ON CONCRETEUNDER CARPET TO BE REMOVED
ASBESTOS-CONTAINING SHEET FLOORING ONCONCRETE TO BE REMOVEDASBESTOS-CONTAINING BLACK MASTIC ON CONCRETEUNDER <1% ASBESTOS-CONTAINING FLOOR TILE TO BEREMOVED
1KEY NOTESBLACK SINK UNDERCOATING CONTAINING LESS THAN 1%ASBESTOS LOCATED HERE TO BE REMOVED.APPROXIMATE LOCATION OF ASBESTOS-CONTAINING TANSEALANT ON FIBERGLASS DUCT TO BE REMOVED
APPROXIMATE QUANTITY AND LOCATION OFASBESTOS HARD PIPE FITTING INSULATION WITHNON-ASBESTOS FIBERGLASS PIPE RUNS TO BEREMOVED#
2

A B C D E F GH J K
Z
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1
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RSTUVWXY
10' - 10"32' - 0"32' - 0"17' - 0"32' - 0"32' - 0"32' - 0"17' - 0"32' - 0"32' - 0"10' - 0"
41' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"
31' - 4"30' - 6"30' - 6"29' - 8"35' - 8"31' - 4"30' - 6"30' - 6"28' - 10"
1
1
1
1
1
60
2060
306030
75
Filename: Z:\Portland\Projects\City of Salem\CIT236-0418032-24007098 - Civic Center HBM Survey\Task 02 - Design\DWG\24007098_0003_HA3.dwg Layout Tab: 11X17 User: James Blanco CAD Plot Date/Time: 5/19/2025 9:41:58 AM
SCALE: 1" = 20'010'20'40'
NOREVISIONDATEBYAPPD
SHEET DRAWING NO:SHEETOF
DRAWN BYDATE:CHECKED:PROJECT NUMBER:
FULL SIZE SHEET FORMAT IS 24X36; IF PRINTED SIZE IS NOT 24X36, THEN THIS SHEET FORMAT HAS BEEN MODIFIED & INDICATED DRAWING SCALE IS NOT ACCURATE.
HAZARDOUS MATERIAL ABATEMENT PLANSALEM CIVIC CENTER555 LIBERTY STREET SOUTHEAST, SALEM, OREGON
HA335
JABJRMMAY 202532-24007098PREPARED FOR: CITY OF SALEM
APEX COMPANIES, LLCAPEX COMPANIES, LLC
1.THIS DRAWING IS DIAGRAMMATIC. IT IS FOR GENERALINFORMATION AND SAMPLE LOCATIONS. CONTRACTOR TO FIELDVERIFY ALL MATERIAL LOCATIONS AND QUANTITIES.CONTRACTOR TO PERFORM ABATEMENT ACTIVITIES ACCORDINGTO SPECIFICATIONS AND ALL APPLICABLE REGULATIONS ASNECESSARY TO COMPLETE THE WORK. CONTRACTOR TOREFERENCE ARCHITECTURAL AND MEP DEMOLITION PLANS TOCOORDINATE THE WORK.2.IF THE CONTRACTOR DISCOVERS A SUSPECTASBESTOS-CONTAINING MATERIAL DURING DEMOLITIONACTIVITIES THAT IS NOT IDENTIFIED IN THE LIMITEDPRE-RENOVATION SURVEY, CONTRACTOR SHOULD STOP WORKAND NOTIFY THE PROJECT SUPERINTENDENT, ARCHITECT,OWNER, AND ENVIRONMENTAL CONSULTANT FOR ADDITIONALTESTING.3.ASBESTOS-CONTAINING MATERIALS ARE PRESENT IN THISBUILDING OUTSIDE THE SCOPE OF WORK. CONTRACTOR IS TOPERFORM ALL SELECTIVE DEMOLITION AS NEEDED OR NOTED TOACCESS AND ABATE ASBESTOS-CONTAINING MATERIALS WITHINTHE SCOPE OF WORK.4.SELECT MATERIALS SCHEDULED FOR DEMOLITION HAVE BEENIDENTIFIED AS CONTAINING LESS THAN 1% ASBESTOS.CONTRACTORS IMPACTING THESE MATERIALS ARE TO COMPLYWITH OSHA REGULATIONS GOVERNING LESS THAN 1% MATERIALSAS SPECIFIED IN SECTION 02 82 21 OF THE PROJECTSPECIFICATIONS.5.ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMINGDEMOLITION ACTIVITIES ARE TO COMPLY WITH ALL APPLICABLELEAD PAINT REGULATIONS IN OAR 437-DIVISION 3, 1926.62 AND ASSPECIFIED IN SECTION 02 83 13 OF THE PROJECT SPECIFICATIONS.LEAD-CONTAINING PAINT AND VARNISH ARE PRESENT ON SOMEREPRESENTATIVE BUILDING COMPONENTS TESTED. TESTING WASLIMITED IN NATURE. ALL OTHER UNTESTED PAINTED ORVARNISHED SURFACES THROUGHOUT THE BUILDING SHOULD BEPRESUMED TO CONTAIN LEAD.6.CONTRACTOR IS TO COORDINATE ALL ABATEMENT ACTIVITIESWITH THE GENERAL CONTRACTOR AND PROJECTSUPERINTENDENT INCLUDING BUT NOT LIMITED TO: SCHEDULING,DEMOLITION PHASING, ACCESS, AND SECURITY, POWER ANDWATER NEEDS, PROTECT AND SAVE ITEMS, LOCKOUT/TAGOUTPROCEDURES AND SITE SAFETY REQUIREMENTS.7.REFER TO LATEST HSW DEMOLITION DRAWINGS FOR THEINTERIOR NON-ACM DEMOLITION SCOPE OF WORK, INCLUDINGDEMOLITION OF WALLBOARD CONTAINING <1% ASBESTOS.
GENERAL NOTES
SECOND FLOOR
1.IN AREAS OF ASBESTOS-CONTAINING CEILING TEXTURE,OVERSPRAY IS PRESENT ABOVE THE PLASTER CEILING ONDECKING AND CEILING COMPONENTS, SUCH AS CONDUITS,DUCTWORK, AND WIRING. ABATEMENT OF OVERSPRAY ISINCLUDED IN THE SCOPE OF ABATEMENT.2.JOINT COMPOUND ASSOCIATED WITH FINISHED SEAMS ONGYPSUM WALLBOARD WALLS, CEILINGS, AND PARTITION WALLSCONTAINS LESS THAN ONE PERCENT ASBESTOS THROUGHOUT.JOINT COMPOUND IS ALSO INCIDENTALLY ADHERED TOMATERIALS ATTACHED TO WALLBOARD, SUCH AS COVEBASE,BACKSPLASH LAMINATE, WAINSCOT, CERAMIC TILES, AND SIMILARMATERIALS, AND WILL BE DISTURBED IF THESE COMPONENTS AREREMOVED. REMOVAL OF THIS MATERIAL IS ANTICIPATED TO BEINCLUDED IN THE ABATEMENT CONTRACTOR'S SCOPE OF WORK.REFER TO SPECIFICATION SECTION 02 82 21.3.FIBERGLASS DUCTWORK WITH ASBESTOS-CONTAINING TANSEALANT TO BE REMOVED IS LOCATED SPORADICALLYTHROUGHOUT CEILING AREAS AS CONNECTIONS BETWEENNON-ACM METAL OR FIBERGLASS-INSULATED DUCTS.
ABATEMENT NOTES
LEGENDASBESTOS-CONTAINING SHEET FLOORING ONCONCRETE TO BE REMOVEDASBESTOS-CONTAINING BLACK MASTIC ON CONCRETEUNDER <1% ASBESTOS-CONTAINING FLOOR TILE TO BEREMOVEDASBESTOS-CONTAINING CEILING TEXTURE TO BEREMOVEDASBESTOS-CONTAINING OVERSPRAY PRESENT TO BEREMOVEDAPPROXIMATE QUANTITY AND LOCATION OFASBESTOS HARD PIPE FITTING INSULATION WITHNON-ASBESTOS FIBERGLASS PIPE RUNS TO BEREMOVED#ASBESTOS-CONTAINING PLYWOOD WALL MASTIC TO BEREMOVED
1KEY NOTESAPPROXIMATE LOCATION OF ASBESTOS-CONTAINING TANSEALANT ON FIBERGLASS DUCT TO BE REMOVED.

A B C D E F GH J K
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1
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RSTUVWXY
10' - 10"32' - 0"32' - 0"17' - 0"32' - 0"32' - 0"32' - 0"17' - 0"32' - 0"32' - 0"10' - 0"
41' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"
31' - 4"30' - 6"30' - 6"29' - 8"35' - 8"31' - 4"30' - 6"30' - 6"28' - 10"
1
Filename: Z:\Portland\Projects\City of Salem\CIT236-0418032-24007098 - Civic Center HBM Survey\Task 02 - Design\DWG\24007098_0003_HA4.dwg Layout Tab: 11X17 User: James Blanco CAD Plot Date/Time: 5/19/2025 9:44:21 AM
SCALE: 1" = 20'010'20'40'
NOREVISIONDATEBYAPPD
SHEET DRAWING NO:SHEETOF
DRAWN BYDATE:CHECKED:PROJECT NUMBER:
FULL SIZE SHEET FORMAT IS 24X36; IF PRINTED SIZE IS NOT 24X36, THEN THIS SHEET FORMAT HAS BEEN MODIFIED & INDICATED DRAWING SCALE IS NOT ACCURATE.
HAZARDOUS MATERIAL ABATEMENT PLANSALEM CIVIC CENTER555 LIBERTY STREET SOUTHEAST, SALEM, OREGON
HA445
JABJRMMAY 202532-24007098PREPARED FOR: CITY OF SALEM
APEX COMPANIES, LLCAPEX COMPANIES, LLC
1.THIS DRAWING IS DIAGRAMMATIC. IT IS FOR GENERALINFORMATION AND SAMPLE LOCATIONS. CONTRACTOR TO FIELDVERIFY ALL MATERIAL LOCATIONS AND QUANTITIES.CONTRACTOR TO PERFORM ABATEMENT ACTIVITIES ACCORDINGTO SPECIFICATIONS AND ALL APPLICABLE REGULATIONS ASNECESSARY TO COMPLETE THE WORK. CONTRACTOR TOREFERENCE ARCHITECTURAL AND MEP DEMOLITION PLANS TOCOORDINATE THE WORK.2.IF THE CONTRACTOR DISCOVERS A SUSPECTASBESTOS-CONTAINING MATERIAL DURING DEMOLITIONACTIVITIES THAT IS NOT IDENTIFIED IN THE LIMITEDPRE-RENOVATION SURVEY, CONTRACTOR SHOULD STOP WORKAND NOTIFY THE PROJECT SUPERINTENDENT, ARCHITECT,OWNER, AND ENVIRONMENTAL CONSULTANT FOR ADDITIONALTESTING.3.ASBESTOS-CONTAINING MATERIALS ARE PRESENT IN THISBUILDING OUTSIDE THE SCOPE OF WORK. CONTRACTOR IS TOPERFORM ALL SELECTIVE DEMOLITION AS NEEDED OR NOTED TOACCESS AND ABATE ASBESTOS-CONTAINING MATERIALS WITHINTHE SCOPE OF WORK.4.SELECT MATERIALS SCHEDULED FOR DEMOLITION HAVE BEENIDENTIFIED AS CONTAINING LESS THAN 1% ASBESTOS.CONTRACTORS IMPACTING THESE MATERIALS ARE TO COMPLYWITH OSHA REGULATIONS GOVERNING LESS THAN 1% MATERIALSAS SPECIFIED IN SECTION 02 82 21 OF THE PROJECTSPECIFICATIONS.5.ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMINGDEMOLITION ACTIVITIES ARE TO COMPLY WITH ALL APPLICABLELEAD PAINT REGULATIONS IN OAR 437-DIVISION 3, 1926.62 AND ASSPECIFIED IN SECTION 02 83 13 OF THE PROJECT SPECIFICATIONS.LEAD-CONTAINING PAINT AND VARNISH ARE PRESENT ON SOMEREPRESENTATIVE BUILDING COMPONENTS TESTED. TESTING WASLIMITED IN NATURE. ALL OTHER UNTESTED PAINTED ORVARNISHED SURFACES THROUGHOUT THE BUILDING SHOULD BEPRESUMED TO CONTAIN LEAD.6.CONTRACTOR IS TO COORDINATE ALL ABATEMENT ACTIVITIESWITH THE GENERAL CONTRACTOR AND PROJECTSUPERINTENDENT INCLUDING BUT NOT LIMITED TO: SCHEDULING,DEMOLITION PHASING, ACCESS, AND SECURITY, POWER ANDWATER NEEDS, PROTECT AND SAVE ITEMS, LOCKOUT/TAGOUTPROCEDURES AND SITE SAFETY REQUIREMENTS.7.REFER TO LATEST HSW DEMOLITION DRAWINGS FOR THEINTERIOR NON-ACM DEMOLITION SCOPE OF WORK, INCLUDINGDEMOLITION OF WALLBOARD CONTAINING <1% ASBESTOS.
GENERAL NOTES
THIRD FLOOR
1.ASBESTOS-CONTAINING BLACK MASTIC ON CONCRETE ISSPORADICALLY-DISTRIBUTED THROUGHOUT THE BUILDING.APPROXIMATE OBSERVED LOCATIONS ARE DIAGRAMMED HEREBUT MAY NOT REPRESENT THE FULL EXTENT OF THE MATERIAL.2.JOINT COMPOUND ASSOCIATED WITH FINISHED SEAMS ONGYPSUM WALLBOARD WALLS, CEILINGS, AND PARTITION WALLSCONTAINS LESS THAN ONE PERCENT ASBESTOS THROUGHOUT.JOINT COMPOUND IS ALSO INCIDENTALLY ADHERED TOMATERIALS ATTACHED TO WALLBOARD, SUCH AS COVEBASE,BACKSPLASH LAMINATE, WAINSCOT, CERAMIC TILES, AND SIMILARMATERIALS, AND WILL BE DISTURBED IF THESE COMPONENTS AREREMOVED. REMOVAL OF THIS MATERIAL IS ANTICIPATED TO BEINCLUDED IN THE ABATEMENT CONTRACTOR'S SCOPE OF WORK.REFER TO SPECIFICATION SECTION 02 82 21.3.FIBERGLASS DUCTWORK WITH ASBESTOS-CONTAINING TANSEALANT TO BE REMOVED IS LOCATED SPORADICALLYTHROUGHOUT CEILING AREAS AS CONNECTIONS BETWEENNON-ACM METAL OR FIBERGLASS-INSULATED DUCTS.
ABATEMENT NOTES
LEGENDASBESTOS-CONTAINING BLACK MASTIC ON CONCRETEUNDER CARPET TO BE REMOVED
ASBESTOS-CONTAINING SHEET FLOORING ONCONCRETE TO BE REMOVEDASBESTOS-CONTAINING BLACK MASTIC ON CONCRETEUNDER <1% ASBESTOS-CONTAINING FLOOR TILE TO BEREMOVEDAPPROXIMATE QUANTITY AND LOCATION OFASBESTOS HARD PIPE FITTING INSULATION WITHNON-ASBESTOS FIBERGLASS PIPE RUNS TO BEREMOVED#
1KEY NOTESAPPROXIMATE LOCATION OF ASBESTOS-CONTAINING TANSEALANT ON FIBERGLASS DUCT TO BE REMOVED.
1
1
11
30
80
2515
80
20

A B C D E F GH J K
Z
Z
1
2
3
4
5
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Q
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RSTUVWXY
10' - 10"32' - 0"32' - 0"17' - 0"32' - 0"32' - 0"32' - 0"17' - 0"32' - 0"32' - 0"10' - 0"
41' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"
31' - 4"30' - 6"30' - 6"29' - 8"35' - 8"31' - 4"30' - 6"30' - 6"28' - 10"
Filename: Z:\Portland\Projects\City of Salem\CIT236-0418032-24007098 - Civic Center HBM Survey\Task 02 - Design\DWG\24007098_0003_HA5.dwg Layout Tab: 11X17 User: James Blanco CAD Plot Date/Time: 5/16/2025 11:29:21 AM
SCALE: 1" = 20'010'20'40'
NOREVISIONDATEBYAPPD
SHEET DRAWING NO:SHEETOF
DRAWN BYDATE:CHECKED:PROJECT NUMBER:
FULL SIZE SHEET FORMAT IS 24X36; IF PRINTED SIZE IS NOT 24X36, THEN THIS SHEET FORMAT HAS BEEN MODIFIED & INDICATED DRAWING SCALE IS NOT ACCURATE.
HAZARDOUS MATERIAL ABATEMENT PLANSALEM CIVIC CENTER555 LIBERTY STREET SOUTHEAST, SALEM, OREGON
HA555
JABJRMMAY 202532-24007098PREPARED FOR: CITY OF SALEM
APEX COMPANIES, LLCAPEX COMPANIES, LLC
1.THIS DRAWING IS DIAGRAMMATIC. IT IS FOR GENERALINFORMATION AND SAMPLE LOCATIONS. CONTRACTOR TO FIELDVERIFY ALL MATERIAL LOCATIONS AND QUANTITIES.CONTRACTOR TO PERFORM ABATEMENT ACTIVITIES ACCORDINGTO SPECIFICATIONS AND ALL APPLICABLE REGULATIONS ASNECESSARY TO COMPLETE THE WORK. CONTRACTOR TOREFERENCE ARCHITECTURAL AND MEP DEMOLITION PLANS TOCOORDINATE THE WORK.2.IF THE CONTRACTOR DISCOVERS A SUSPECTASBESTOS-CONTAINING MATERIAL DURING DEMOLITIONACTIVITIES THAT IS NOT IDENTIFIED IN THE LIMITEDPRE-RENOVATION SURVEY, CONTRACTOR SHOULD STOP WORKAND NOTIFY THE PROJECT SUPERINTENDENT, ARCHITECT,OWNER, AND ENVIRONMENTAL CONSULTANT FOR ADDITIONALTESTING.3.ASBESTOS-CONTAINING MATERIALS ARE PRESENT IN THISBUILDING OUTSIDE THE SCOPE OF WORK. CONTRACTOR IS TOPERFORM ALL SELECTIVE DEMOLITION AS NEEDED OR NOTED TOACCESS AND ABATE ASBESTOS-CONTAINING MATERIALS WITHINTHE SCOPE OF WORK.4.SELECT MATERIALS SCHEDULED FOR DEMOLITION HAVE BEENIDENTIFIED AS CONTAINING LESS THAN 1% ASBESTOS.CONTRACTORS IMPACTING THESE MATERIALS ARE TO COMPLYWITH OSHA REGULATIONS GOVERNING LESS THAN 1% MATERIALSAS SPECIFIED IN SECTION 02 82 21 OF THE PROJECTSPECIFICATIONS.5.ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMINGDEMOLITION ACTIVITIES ARE TO COMPLY WITH ALL APPLICABLELEAD PAINT REGULATIONS IN OAR 437-DIVISION 3, 1926.62 AND ASSPECIFIED IN SECTION 02 83 13 OF THE PROJECT SPECIFICATIONS.LEAD-CONTAINING PAINT AND VARNISH ARE PRESENT ON SOMEREPRESENTATIVE BUILDING COMPONENTS TESTED. TESTING WASLIMITED IN NATURE. ALL OTHER UNTESTED PAINTED ORVARNISHED SURFACES THROUGHOUT THE BUILDING SHOULD BEPRESUMED TO CONTAIN LEAD.6.CONTRACTOR IS TO COORDINATE ALL ABATEMENT ACTIVITIESWITH THE GENERAL CONTRACTOR AND PROJECTSUPERINTENDENT INCLUDING BUT NOT LIMITED TO: SCHEDULING,DEMOLITION PHASING, ACCESS, AND SECURITY, POWER ANDWATER NEEDS, PROTECT AND SAVE ITEMS, LOCKOUT/TAGOUTPROCEDURES AND SITE SAFETY REQUIREMENTS.7.REFER TO LATEST HSW DEMOLITION DRAWINGS FOR THEINTERIOR NON-ACM DEMOLITION SCOPE OF WORK, INCLUDINGDEMOLITION OF WALLBOARD CONTAINING <1% ASBESTOS.
GENERAL NOTES
ROOF
LEGENDBASE BID: ASBESTOS-CONTAINING BLACK TAR ONCONCRETE DECKING UNDER NON-ASBESTOS BUILT UPROOFING TO BE REMOVEDBID ALTERNATE: ASBESTOS-CONTAINING BLACK TAR ONCONCRETE DECKING UNDER NON-ASBESTOS BUILT-UPROOFING TO BE REMOVEDASBESTOS-CONTAINING BLACK TAR ON CONCRETEPARAPET WALLS UNDER PARAPET FLASHING TO BEREMOVED

DN DN
COMMERCIAL STREET SE
BELLVUE
STREET ST
COMMERCIAL STREET SE
LIBERTY STREET SE
ROOF ABOVE
DEMOLISH TOPPING SLAB - SEE LANDSCAPE DRAWINGS FOR EXTENTS
NORTH / PARKING PLAZA
ATRIUM PLAZA
PEACE PLAZA
DEMOLISH HARDSCAPE THIS AREA PER CIVIL AND LANDSCAPE.
BID ALTERNATE 08A WORK THIS AREA. SEE CIVIL C1.4 FOR DEMOLITION
DEMOLISH HARDSCAPE THIS AREA PER CIVIL AND LANDSCAPE
RETAIN CURB
EXCAVATION AREA FOR NEW SHEAR WALL, TYPICAL - SEE CIVIL, STRUCTURAL, AND LANDSCAPE DRAWINGS FOR EXCAVATION LIMITS
SEE DA -110 FOR DEMOLITION WORK IN
PARKING AREA BELOW ATRIUM
EXCAVATION AREA FOR NEW SHEAR WALL, TYPICAL - SEE CIVIL, STRUCTURAL, AND LANDSCAPE DRAWINGS FOR EXCAVATION LIMITS
EXCAVATION AREA FOR NEW SHEAR WALL, TYPICAL - SEE CIVIL, STRUCTURAL, AND LANDSCAPE DRAWINGS FOR EXCAVATION LIMITS
EXCAVATION AREA FOR NEW SHEAR WALL, TYPICAL - SEE CIVIL, STRUCTURAL, AND LANDSCAPE DRAWINGS FOR EXCAVATION LIMITS
EXCAVATION AREA FOR NEW SHEAR WALLS, TYPICAL - SEE CIVIL, STRUCTURAL, AND LANDSCAPE DRAWINGS FOR EXCAVATION LIMITS
DEMO EXISTING ELEMENT
EXISTING ELEMENT TO REMAIN
DEMOLITION LEGEND
1. REFERENCE A -001 FOR ABBREVIATIONS, SYMBOLS AND
GENERAL DIMENSIONING NOTES.
2.VERIFY ALL DIMENSIONS AND NOTIFY THE ARCHITECT OF
SIGNIFICANT VARIATIONS.
3. RETAIN (E) FIRE PROTECTION UNLESS NOTED OTHERWISE.
4. REMOVE INTERIOR NON -LOAD BEARING WALL PARTITIONS
AS INDICATED INCLUDING BUT NOT LIMITED TO: STUD
FRAMING, GYP BOARD AND PLASTER FINISHES, TRIM,
SIGNAGE, AND ALL FASTENER ANCHORS INTO SUBSTRATES.
5. REMOVE ALL CASEWORK, FURNITURE, PLUMBING
FIXTURES UNLESS NOTED OTHERWISE.
6. PROTECT ALL ART THAT WILL REMAIN IN PLACE DURING
THE DURATION OF DEMO AND CONSTRUCTION.
7. PROVIDE SHORING AS NECESSARY FOR ALL SAWCUT
OPENINGS IN STRUCTURAL CONCRETE. A SHORING PLAN IS
REQUIRED TO BE REVIEWED BY STR PRIOR TO DEMOLITION
OF EXISTING STRUCTURAL ELEMENTS.
8. REMOVE AND RETAIN ALL ALL PROXIMITY READERS, KEY
PADS, BOOK SENSOR EQUIPMENT AND FIRE ALARM
HARDWARE, ART PICTURE RAIL AND STORE FOR REUSE.
9. VERIFY ALL ASSEMBLIES TO BE REMOVED ARE NON -
STRUCTURAL. THE STRUCTURE HAS BEEN DESIGNED TO
RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES
AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS
HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR
TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT
IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS,
METHODS, AND SEQUENCES; TEMPORARY SHORING;
FORMWORK; BRACING; USE OR EQUIPMENT AND
CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE
RESISTANCE TO LOADS ON THE STRUCTURES DURING
CONSTRUCTION PER SEI/ASCE STANDARD NO 37 -02 "DESIGN
LOADS ON STRUCTURES DURING CONSTRUCTION". SEE
STRUCTURAL DETAILS FOR SOME BUT NOT ALL EXISTING
STRUCTURAL MEMBERS IDENTIFIED REQUIRING SHORING.
EXTENT OF REQUIRED SUPPORT OF EXISTING STRUCTURE
AND SHORING SHALL BE IDENTIFIED, DETERMINED, AND
DESIGNED BY THE GENERAL CONTRACTOR.
10. ALL REMOVED BUILDING MATERIALS SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED
FROM THE JOB SITE UNLESS NOTED OTHERWISE.
11. REMOVE ALL NON -LOAD BEARING CEILING ASSEMBLIES
UNLESS NOTED OTHERWISE - INCLUDING BUT NOT LIMITED
TO: GYPSUM BOARD AND ACOUSTICAL FINISHES, FRAMING,
HANGERS, AND CONNECTION ANCHORS.
12. REMOVE FLOOR FINISHES AS INDICATED INCLUDING BUT
NOT LIMITED TO: TOPPING SLABS, CARPET, WOOD, TILE,
AND ASSOCIATED ADHESIVES AND MORTARS.
13. REMOVE INTERIOR DOORS, FRAMES, THRESHOLDS,
RELITE WINDOW FRAMES AND GLAZING AS INDICATED. AT
LOCATIONS WHERE DOOR IS BEING REMOVED FROM
EXISTING WALL TO REMAIN, REMOVE ALL FASTENERS FROM
STRUCTURE TO REMAIN.
14. REFERENCE CIVIL, STRUCTURAL, MECHANICAL,
ELECTRICAL AND PLUMBING DRAWINGS FOR EXTENT OF
DEMOLITION OF THOSE TRADES
SAWCUT AND REMOVE SLAB AT GRADE IN
THIS AREA TO ACCOMMODATE NEW
WALL/PLUMBING. REF STRUCTURAL
DRAWINGS
GENERAL NOTES - DEMO PLANS
REMOVE EXISTING MATERIAL TO
STRUCTURAL DECK
REMOVE ELEMENT AND REUSE AS NOTED IN
ARCHITECTURAL DRAWINGS.
ALTERNATE DEMO SCOPE - BREAK OUT
DEMO PRICE FOR ALTERNATE AS NOTED
ARCHITECTS CONSULTANT STAMP REVISION NO. DATE KEY PLAN - (NTS) SHEET NUMBER
DRAWING TITLE
SCALE
DATE
PROJECT NUMBER
ISSUANCE
TRUE
NORTH
PLAN
NORTH
NOT FOR
CONSTRUCTION
As indicated
DA-100
MAY 2, 2025
2320
50% CONSTRUCTION DOCUMENTS
SALEM CIVIC CENTER SEISMIC IMPROVEMENT PROJECT
CITY OF SALEM
555 LIBERTY ST SE SALEM, OR 97301
SITE DEMOLITION PLAN -OVERALL
1" = 20'-0" DA-100
1 OVERALL SITE PLAN
D.# DEMO KEYNOTES
D.01 DEMO EXISTING FLOORING D.02 REMOVE (E) CEILING AND SUSPENSION GRID, LIGHTING AND MECHANICAL. RETAIN FIRE
ALARM DEVICES.
D.03 REMOVE (E) TILE FLOOR & WALL FINISH TO SUBSTRAT E FOR NEW TILING
D.04 REMOVE ALL SPRAY FOAM FROM SHAFTS D.05 REMOVE (E) ALUM. FRAME STORE FRONT SYS AND CURBD.06 REMOVE PRECAST SILL D.07.1 ALTERNATE 06A: DEMO EXISTING STOREFRONT DOOR D.07.2 ALTERNATE 06B: DEMO EXISTING STOREFRONT DOOR AND CLERESTORY
D.08 DEMO CONCRETE SLAB ON GRADE D.09 DEMO CONCRETE WALL D.10 REMOVE (E) SEALANT AT PRECAST JOINTS D.11 DEMO EXISTING SHEET METAL ROOF CANOPY D.12 DEMO EXISTING CARD READERS FOR REPLACEMENT D.13 REMOVE EXISTING ADA PADDLES, DOOR ACTUATIOR FOR REPLACEMENT
D.14 DEMO WALLS AND MTL FRAMING D.15 REMOVE (E) WATERPROOFING LAYER TO CONCRETE BELOW; SHOT BLAST TO
APPROPRIATE LEVE FOR REAPPLICATION OF RFG SYS 3
D.16 CUT JOINT TO SIZE AS SHOWN IN STRUCTURAL D.17 ALTERNATE 140: DO NOT DEMO WALLS FOR EXTRA OFFICE IN FINANCE DEPARTMENT
D.18 REMOVE SHT MTL WALL CLADDING, COUNTERFLASHING, SHT MTL SKIRT, COPING AND
SKYLIGHT STRUCTURAL ATTACHMENTS.
D.19 REMOVE ROOF LADDER D.20 REMOVE (E) ROOFING AND INSULATION TO ROOF DECK.D.21 REMOVE (E) SKYLIGHTS, CURBS, FLASHING, GUTTERS, CANT STRIPS AND WATERPROOFING
DOWN TO EXISTING STRUCTURE.
D.22 REMOVE (E) MECH EQUIP. AND DUCT WORK. D.23 REMOVE (E) SHT MTL ROOF, FLASHING, DRAINS AND LEADERS TO (E) STR
D.24 DEMO EXPANSION JOINT COVER AND BLOCKING D.25 REMOVE (E) WALKING PATHWAYS D.26 REMOVE (E) SHT MTL COUNTERFLASHING AND SKIRT FLASHING (RETAIN SHT MTL COPING
AND WALL CLADDING)
D.27 REMOVE MECHANICAL SCREEN AND STRUCTURAL SUPPORT S/UN USED CURBS.
D.28 DEMO PRECAST CONCRETE SILL D.29 DEMO ROOF DRAINS, TYP D.30 DEMO (E) SOFFIT AS REQ'D FOR SPRINKLER LINE D.31 DEMO CEMENT PLASTER CEILING D.32 REMOVE (E) CARD READER AND PATCH TO MATCH EXISTING WALL OR PANEL
D.33 DEMO - COLUMN WRAP TO EXPOSE STR D.34 DEMO PLYWOOD PANELING WHERE OCCURS. REMOVE AND SALVAGE HISTORIC (E) WD
SIDING
D.35 DEMO (E) CARD READER AND MOUTING POLE AND BASE DOWN TO SLAB ON GRADE.
D.36 DEMO CURB AND SLAB AS REQ'D PER STR D.37 REMOVE AND SALVAGE ROTATING FILES D.38 REMOVE EXISTING PROJECTOR SCREEN D.39 REMOVE MARKERBOARD/TACK BOARD D.40 REMOVE AND REMOVE CCTV CAMERAS D.41 DEMO EXISTING TOPPING SLAB TO STRUCTURAL DECK, EXTEND DEMO TO NEAREST
CONTROL JOINT.
D.42 DEMO EXISTING ISOLATION JOINT COVER D.43 DEMO LEAN CONCRETE DOWN TO STRUCTURAL ROOF DECKD.44 DEMO EXISTING CASEWORK

Z
Z
9
10
11
12
Q
Q R
R
S
S
T
T
U
U
V
V
W
W
X
X
Y
Y
13
D.36
D.36
D.36 D.36
DEMO EXISTING ELEMENT
EXISTING ELEMENT TO REMAIN
DEMOLITION LEGEND
1. REFERENCE A -001 FOR ABBREVIATIONS, SYMBOLS AND
GENERAL DIMENSIONING NOTES.
2.VERIFY ALL DIMENSIONS AND NOTIFY THE ARCHITECT OF
SIGNIFICANT VARIATIONS.
3. RETAIN (E) FIRE PROTECTION UNLESS NOTED OTHERWISE.
4. REMOVE INTERIOR NON -LOAD BEARING WALL PARTITIONS
AS INDICATED INCLUDING BUT NOT LIMITED TO: STUD
FRAMING, GYP BOARD AND PLASTER FINISHES, TRIM,
SIGNAGE, AND ALL FASTENER ANCHORS INTO SUBSTRATES.
5. REMOVE ALL CASEWORK, FURNITURE, PLUMBING
FIXTURES UNLESS NOTED OTHERWISE.
6. PROTECT ALL ART THAT WILL REMAIN IN PLACE DURING
THE DURATION OF DEMO AND CONSTRUCTION.
7. PROVIDE SHORING AS NECESSARY FOR ALL SAWCUT
OPENINGS IN STRUCTURAL CONCRETE. A SHORING PLAN IS
REQUIRED TO BE REVIEWED BY STR PRIOR TO DEMOLITION
OF EXISTING STRUCTURAL ELEMENTS.
8. REMOVE AND RETAIN ALL ALL PROXIMITY READERS, KEY
PADS, BOOK SENSOR EQUIPMENT AND FIRE ALARM
HARDWARE, ART PICTURE RAIL AND STORE FOR REUSE.
9. VERIFY ALL ASSEMBLIES TO BE REMOVED ARE NON -
STRUCTURAL. THE STRUCTURE HAS BEEN DESIGNED TO
RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES
AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS
HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR
TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT
IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS,
METHODS, AND SEQUENCES; TEMPORARY SHORING;
FORMWORK; BRACING; USE OR EQUIPMENT AND
CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE
RESISTANCE TO LOADS ON THE STRUCTURES DURING
CONSTRUCTION PER SEI/ASCE STANDARD NO 37 -02 "DESIGN
LOADS ON STRUCTURES DURING CONSTRUCTION". SEE
STRUCTURAL DETAILS FOR SOME BUT NOT ALL EXISTING
STRUCTURAL MEMBERS IDENTIFIED REQUIRING SHORING.
EXTENT OF REQUIRED SUPPORT OF EXISTING STRUCTURE
AND SHORING SHALL BE IDENTIFIED, DETERMINED, AND
DESIGNED BY THE GENERAL CONTRACTOR.
10. ALL REMOVED BUILDING MATERIALS SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED
FROM THE JOB SITE UNLESS NOTED OTHERWISE.
11. REMOVE ALL NON -LOAD BEARING CEILING ASSEMBLIES
UNLESS NOTED OTHERWISE - INCLUDING BUT NOT LIMITED
TO: GYPSUM BOARD AND ACOUSTICAL FINISHES, FRAMING,
HANGERS, AND CONNECTION ANCHORS.
12. REMOVE FLOOR FINISHES AS INDICATED INCLUDING BUT
NOT LIMITED TO: TOPPING SLABS, CARPET, WOOD, TILE,
AND ASSOCIATED ADHESIVES AND MORTARS.
13. REMOVE INTERIOR DOORS, FRAMES, THRESHOLDS,
RELITE WINDOW FRAMES AND GLAZING AS INDICATED. AT
LOCATIONS WHERE DOOR IS BEING REMOVED FROM
EXISTING WALL TO REMAIN, REMOVE ALL FASTENERS FROM
STRUCTURE TO REMAIN.
14. REFERENCE CIVIL, STRUCTURAL, MECHANICAL,
ELECTRICAL AND PLUMBING DRAWINGS FOR EXTENT OF
DEMOLITION OF THOSE TRADES
SAWCUT AND REMOVE SLAB AT GRADE IN
THIS AREA TO ACCOMMODATE NEW
WALL/PLUMBING. REF STRUCTURAL
DRAWINGS
GENERAL NOTES - DEMO PLANS
REMOVE EXISTING MATERIAL TO
STRUCTURAL DECK
REMOVE ELEMENT AND REUSE AS NOTED IN
ARCHITECTURAL DRAWINGS.
ALTERNATE DEMO SCOPE - BREAK OUT
DEMO PRICE FOR ALTERNATE AS NOTED
ARCHITECTS CONSULTANT STAMP REVISION NO. DATE KEY PLAN - (NTS) SHEET NUMBER
DRAWING TITLE
SCALE
DATE
PROJECT NUMBER
ISSUANCE
TRUE
NORTH
PLAN
NORTH
NOT FOR
CONSTRUCTION
As indicated
DA-108
MAY 2, 2025
2320
50% CONSTRUCTION DOCUMENTS
SALEM CIVIC CENTER SEISMIC IMPROVEMENT PROJECT
CITY OF SALEM
555 LIBERTY ST SE SALEM, OR 97301
DEMOLITION FLOOR PLAN PARKING 3 GARAGE
3/32" = 1'-0" DA-108
1 FLOOR PLAN - PARKING 3 GARAGE Copy 1
D.# DEMO KEYNOTES
D.01 DEMO EXISTING FLOORING D.02 REMOVE (E) CEILING AND SUSPENSION GRID, LIGHTING AND MECHANICAL. RETAIN FIRE
ALARM DEVICES.
D.03 REMOVE (E) TILE FLOOR & WALL FINISH TO SUBSTRAT E FOR NEW TILING
D.04 REMOVE ALL SPRAY FOAM FROM SHAFTS D.05 REMOVE (E) ALUM. FRAME STORE FRONT SYS AND CURBD.06 REMOVE PRECAST SILL D.07.1 ALTERNATE 06A: DEMO EXISTING STOREFRONT DOOR D.07.2 ALTERNATE 06B: DEMO EXISTING STOREFRONT DOOR AND CLERESTORY
D.08 DEMO CONCRETE SLAB ON GRADE D.09 DEMO CONCRETE WALL D.10 REMOVE (E) SEALANT AT PRECAST JOINTS D.11 DEMO EXISTING SHEET METAL ROOF CANOPY D.12 DEMO EXISTING CARD READERS FOR REPLACEMENT D.13 REMOVE EXISTING ADA PADDLES, DOOR ACTUATIOR FOR REPLACEMENT
D.14 DEMO WALLS AND MTL FRAMING D.15 REMOVE (E) WATERPROOFING LAYER TO CONCRETE BELOW; SHOT BLAST TO
APPROPRIATE LEVE FOR REAPPLICATION OF RFG SYS 3
D.16 CUT JOINT TO SIZE AS SHOWN IN STRUCTURAL D.17 ALTERNATE 140: DO NOT DEMO WALLS FOR EXTRA OFFICE IN FINANCE DEPARTMENT
D.18 REMOVE SHT MTL WALL CLADDING, COUNTERFLASHING, SHT MTL SKIRT, COPING AND
SKYLIGHT STRUCTURAL ATTACHMENTS.
D.19 REMOVE ROOF LADDER D.20 REMOVE (E) ROOFING AND INSULATION TO ROOF DECK.D.21 REMOVE (E) SKYLIGHTS, CURBS, FLASHING, GUTTERS, CANT STRIPS AND WATERPROOFING
DOWN TO EXISTING STRUCTURE.
D.22 REMOVE (E) MECH EQUIP. AND DUCT WORK. D.23 REMOVE (E) SHT MTL ROOF, FLASHING, DRAINS AND LEADERS TO (E) STR
D.24 DEMO EXPANSION JOINT COVER AND BLOCKING D.25 REMOVE (E) WALKING PATHWAYS D.26 REMOVE (E) SHT MTL COUNTERFLASHING AND SKIRT FLASHING (RETAIN SHT MTL COPING
AND WALL CLADDING)
D.27 REMOVE MECHANICAL SCREEN AND STRUCTURAL SUPPORT S/UN USED CURBS.
D.28 DEMO PRECAST CONCRETE SILL D.29 DEMO ROOF DRAINS, TYP D.30 DEMO (E) SOFFIT AS REQ'D FOR SPRINKLER LINE D.31 DEMO CEMENT PLASTER CEILING D.32 REMOVE (E) CARD READER AND PATCH TO MATCH EXISTING WALL OR PANEL
D.33 DEMO - COLUMN WRAP TO EXPOSE STR D.34 DEMO PLYWOOD PANELING WHERE OCCURS. REMOVE AND SALVAGE HISTORIC (E) WD
SIDING
D.35 DEMO (E) CARD READER AND MOUTING POLE AND BASE DOWN TO SLAB ON GRADE.
D.36 DEMO CURB AND SLAB AS REQ'D PER STR D.37 REMOVE AND SALVAGE ROTATING FILES D.38 REMOVE EXISTING PROJECTOR SCREEN D.39 REMOVE MARKERBOARD/TACK BOARD D.40 REMOVE AND REMOVE CCTV CAMERAS D.41 DEMO EXISTING TOPPING SLAB TO STRUCTURAL DECK, EXTEND DEMO TO NEAREST
CONTROL JOINT.
D.42 DEMO EXISTING ISOLATION JOINT COVER D.43 DEMO LEAN CONCRETE DOWN TO STRUCTURAL ROOF DECKD.44 DEMO EXISTING CASEWORK

ABCDEFGHJK
Z
Z
8
9
10
11
12
Q
Q R
R
S
S
T
T
U
U
V
V
W
W
X
X
Y
Y
13
D.36 D.36 D.36
D.36
DEMO EXISTING ELEMENT
EXISTING ELEMENT TO REMAIN
DEMOLITION LEGEND
1. REFERENCE A -001 FOR ABBREVIATIONS, SYMBOLS AND
GENERAL DIMENSIONING NOTES.
2.VERIFY ALL DIMENSIONS AND NOTIFY THE ARCHITECT OF
SIGNIFICANT VARIATIONS.
3. RETAIN (E) FIRE PROTECTION UNLESS NOTED OTHERWISE.
4. REMOVE INTERIOR NON -LOAD BEARING WALL PARTITIONS
AS INDICATED INCLUDING BUT NOT LIMITED TO: STUD
FRAMING, GYP BOARD AND PLASTER FINISHES, TRIM,
SIGNAGE, AND ALL FASTENER ANCHORS INTO SUBSTRATES.
5. REMOVE ALL CASEWORK, FURNITURE, PLUMBING
FIXTURES UNLESS NOTED OTHERWISE.
6. PROTECT ALL ART THAT WILL REMAIN IN PLACE DURING
THE DURATION OF DEMO AND CONSTRUCTION.
7. PROVIDE SHORING AS NECESSARY FOR ALL SAWCUT
OPENINGS IN STRUCTURAL CONCRETE. A SHORING PLAN IS
REQUIRED TO BE REVIEWED BY STR PRIOR TO DEMOLITION
OF EXISTING STRUCTURAL ELEMENTS.
8. REMOVE AND RETAIN ALL ALL PROXIMITY READERS, KEY
PADS, BOOK SENSOR EQUIPMENT AND FIRE ALARM
HARDWARE, ART PICTURE RAIL AND STORE FOR REUSE.
9. VERIFY ALL ASSEMBLIES TO BE REMOVED ARE NON -
STRUCTURAL. THE STRUCTURE HAS BEEN DESIGNED TO
RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES
AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS
HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR
TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT
IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS,
METHODS, AND SEQUENCES; TEMPORARY SHORING;
FORMWORK; BRACING; USE OR EQUIPMENT AND
CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE
RESISTANCE TO LOADS ON THE STRUCTURES DURING
CONSTRUCTION PER SEI/ASCE STANDARD NO 37 -02 "DESIGN
LOADS ON STRUCTURES DURING CONSTRUCTION". SEE
STRUCTURAL DETAILS FOR SOME BUT NOT ALL EXISTING
STRUCTURAL MEMBERS IDENTIFIED REQUIRING SHORING.
EXTENT OF REQUIRED SUPPORT OF EXISTING STRUCTURE
AND SHORING SHALL BE IDENTIFIED, DETERMINED, AND
DESIGNED BY THE GENERAL CONTRACTOR.
10. ALL REMOVED BUILDING MATERIALS SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED
FROM THE JOB SITE UNLESS NOTED OTHERWISE.
11. REMOVE ALL NON -LOAD BEARING CEILING ASSEMBLIES
UNLESS NOTED OTHERWISE - INCLUDING BUT NOT LIMITED
TO: GYPSUM BOARD AND ACOUSTICAL FINISHES, FRAMING,
HANGERS, AND CONNECTION ANCHORS.
12. REMOVE FLOOR FINISHES AS INDICATED INCLUDING BUT
NOT LIMITED TO: TOPPING SLABS, CARPET, WOOD, TILE,
AND ASSOCIATED ADHESIVES AND MORTARS.
13. REMOVE INTERIOR DOORS, FRAMES, THRESHOLDS,
RELITE WINDOW FRAMES AND GLAZING AS INDICATED. AT
LOCATIONS WHERE DOOR IS BEING REMOVED FROM
EXISTING WALL TO REMAIN, REMOVE ALL FASTENERS FROM
STRUCTURE TO REMAIN.
14. REFERENCE CIVIL, STRUCTURAL, MECHANICAL,
ELECTRICAL AND PLUMBING DRAWINGS FOR EXTENT OF
DEMOLITION OF THOSE TRADES
SAWCUT AND REMOVE SLAB AT GRADE IN
THIS AREA TO ACCOMMODATE NEW
WALL/PLUMBING. REF STRUCTURAL
DRAWINGS
GENERAL NOTES - DEMO PLANS
REMOVE EXISTING MATERIAL TO
STRUCTURAL DECK
REMOVE ELEMENT AND REUSE AS NOTED IN
ARCHITECTURAL DRAWINGS.
ALTERNATE DEMO SCOPE - BREAK OUT
DEMO PRICE FOR ALTERNATE AS NOTED
ARCHITECTS CONSULTANT STAMP REVISION NO. DATE KEY PLAN - (NTS) SHEET NUMBER
DRAWING TITLE
SCALE
DATE
PROJECT NUMBER
ISSUANCE
TRUE
NORTH
PLAN
NORTH
NOT FOR
CONSTRUCTION
As indicated
DA-109
MAY 2, 2025
2320
50% CONSTRUCTION DOCUMENTS
SALEM CIVIC CENTER SEISMIC IMPROVEMENT PROJECT
CITY OF SALEM
555 LIBERTY ST SE SALEM, OR 97301
DEMOLITION FLOOR PLAN PARKING 2 GARAGE
3/32" = 1'-0" DA-109
1 FLOOR PLAN - PARKING 2 GARAGE Copy 1
D.# DEMO KEYNOTES
D.01 DEMO EXISTING FLOORING D.02 REMOVE (E) CEILING AND SUSPENSION GRID, LIGHTING AND MECHANICAL. RETAIN FIRE
ALARM DEVICES.
D.03 REMOVE (E) TILE FLOOR & WALL FINISH TO SUBSTRAT E FOR NEW TILING
D.04 REMOVE ALL SPRAY FOAM FROM SHAFTS D.05 REMOVE (E) ALUM. FRAME STORE FRONT SYS AND CURBD.06 REMOVE PRECAST SILL D.07.1 ALTERNATE 06A: DEMO EXISTING STOREFRONT DOOR D.07.2 ALTERNATE 06B: DEMO EXISTING STOREFRONT DOOR AND CLERESTORY
D.08 DEMO CONCRETE SLAB ON GRADE D.09 DEMO CONCRETE WALL D.10 REMOVE (E) SEALANT AT PRECAST JOINTS D.11 DEMO EXISTING SHEET METAL ROOF CANOPY D.12 DEMO EXISTING CARD READERS FOR REPLACEMENT D.13 REMOVE EXISTING ADA PADDLES, DOOR ACTUATIOR FOR REPLACEMENT
D.14 DEMO WALLS AND MTL FRAMING D.15 REMOVE (E) WATERPROOFING LAYER TO CONCRETE BELOW; SHOT BLAST TO
APPROPRIATE LEVE FOR REAPPLICATION OF RFG SYS 3
D.16 CUT JOINT TO SIZE AS SHOWN IN STRUCTURAL D.17 ALTERNATE 140: DO NOT DEMO WALLS FOR EXTRA OFFICE IN FINANCE DEPARTMENT
D.18 REMOVE SHT MTL WALL CLADDING, COUNTERFLASHING, SHT MTL SKIRT, COPING AND
SKYLIGHT STRUCTURAL ATTACHMENTS.
D.19 REMOVE ROOF LADDER D.20 REMOVE (E) ROOFING AND INSULATION TO ROOF DECK.D.21 REMOVE (E) SKYLIGHTS, CURBS, FLASHING, GUTTERS, CANT STRIPS AND WATERPROOFING
DOWN TO EXISTING STRUCTURE.
D.22 REMOVE (E) MECH EQUIP. AND DUCT WORK. D.23 REMOVE (E) SHT MTL ROOF, FLASHING, DRAINS AND LEADERS TO (E) STR
D.24 DEMO EXPANSION JOINT COVER AND BLOCKING D.25 REMOVE (E) WALKING PATHWAYS D.26 REMOVE (E) SHT MTL COUNTERFLASHING AND SKIRT FLASHING (RETAIN SHT MTL COPING
AND WALL CLADDING)
D.27 REMOVE MECHANICAL SCREEN AND STRUCTURAL SUPPORT S/UN USED CURBS.
D.28 DEMO PRECAST CONCRETE SILL D.29 DEMO ROOF DRAINS, TYP D.30 DEMO (E) SOFFIT AS REQ'D FOR SPRINKLER LINE D.31 DEMO CEMENT PLASTER CEILING D.32 REMOVE (E) CARD READER AND PATCH TO MATCH EXISTING WALL OR PANEL
D.33 DEMO - COLUMN WRAP TO EXPOSE STR D.34 DEMO PLYWOOD PANELING WHERE OCCURS. REMOVE AND SALVAGE HISTORIC (E) WD
SIDING
D.35 DEMO (E) CARD READER AND MOUTING POLE AND BASE DOWN TO SLAB ON GRADE.
D.36 DEMO CURB AND SLAB AS REQ'D PER STR D.37 REMOVE AND SALVAGE ROTATING FILES D.38 REMOVE EXISTING PROJECTOR SCREEN D.39 REMOVE MARKERBOARD/TACK BOARD D.40 REMOVE AND REMOVE CCTV CAMERAS D.41 DEMO EXISTING TOPPING SLAB TO STRUCTURAL DECK, EXTEND DEMO TO NEAREST
CONTROL JOINT.
D.42 DEMO EXISTING ISOLATION JOINT COVER D.43 DEMO LEAN CONCRETE DOWN TO STRUCTURAL ROOF DECKD.44 DEMO EXISTING CASEWORK

ABCDEFGHJK
Z
Z
1
2
3
4
5
6
7
Q
Q
R S T U V W X Y
MECHANICAL
ROOM
STORAGE/IT
RR
STORAGE -
FACILITIES
MECH TUNNEL
ELEC.
STORAGE -
FACILITIES
AHU
FIRE
RISER
MECH TUNNEL
STORAGE
ELEC
BIKES
ELEC
10' - 10" 32' - 0" 32' - 0" 17' - 0" 32' - 0" 32' - 0" 32 ' - 0" 17' - 0" 32' - 0" 32' - 0" 10' - 0"
32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0"
31' - 4" 30' - 6" 30' - 6" 29' - 8" 35' - 8" 31' - 4" 30' - 6" 30' - 6" 28' - 10"
IT RACK
UP
D.08
GRIND STRIPPING
ECR
D.35
D.12
D.36 D.36
DEMO EXISTING ELEMENT
EXISTING ELEMENT TO REMAIN
DEMOLITION LEGEND
1. REFERENCE A -001 FOR ABBREVIATIONS, SYMBOLS AND
GENERAL DIMENSIONING NOTES.
2.VERIFY ALL DIMENSIONS AND NOTIFY THE ARCHITECT OF
SIGNIFICANT VARIATIONS.
3. RETAIN (E) FIRE PROTECTION UNLESS NOTED OTHERWISE.
4. REMOVE INTERIOR NON -LOAD BEARING WALL PARTITIONS
AS INDICATED INCLUDING BUT NOT LIMITED TO: STUD
FRAMING, GYP BOARD AND PLASTER FINISHES, TRIM,
SIGNAGE, AND ALL FASTENER ANCHORS INTO SUBSTRATES.
5. REMOVE ALL CASEWORK, FURNITURE, PLUMBING
FIXTURES UNLESS NOTED OTHERWISE.
6. PROTECT ALL ART THAT WILL REMAIN IN PLACE DURING
THE DURATION OF DEMO AND CONSTRUCTION.
7. PROVIDE SHORING AS NECESSARY FOR ALL SAWCUT
OPENINGS IN STRUCTURAL CONCRETE. A SHORING PLAN IS
REQUIRED TO BE REVIEWED BY STR PRIOR TO DEMOLITION
OF EXISTING STRUCTURAL ELEMENTS.
8. REMOVE AND RETAIN ALL ALL PROXIMITY READERS, KEY
PADS, BOOK SENSOR EQUIPMENT AND FIRE ALARM
HARDWARE, ART PICTURE RAIL AND STORE FOR REUSE.
9. VERIFY ALL ASSEMBLIES TO BE REMOVED ARE NON -
STRUCTURAL. THE STRUCTURE HAS BEEN DESIGNED TO
RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES
AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS
HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR
TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT
IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS,
METHODS, AND SEQUENCES; TEMPORARY SHORING;
FORMWORK; BRACING; USE OR EQUIPMENT AND
CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE
RESISTANCE TO LOADS ON THE STRUCTURES DURING
CONSTRUCTION PER SEI/ASCE STANDARD NO 37 -02 "DESIGN
LOADS ON STRUCTURES DURING CONSTRUCTION". SEE
STRUCTURAL DETAILS FOR SOME BUT NOT ALL EXISTING
STRUCTURAL MEMBERS IDENTIFIED REQUIRING SHORING.
EXTENT OF REQUIRED SUPPORT OF EXISTING STRUCTURE
AND SHORING SHALL BE IDENTIFIED, DETERMINED, AND
DESIGNED BY THE GENERAL CONTRACTOR.
10. ALL REMOVED BUILDING MATERIALS SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED
FROM THE JOB SITE UNLESS NOTED OTHERWISE.
11. REMOVE ALL NON -LOAD BEARING CEILING ASSEMBLIES
UNLESS NOTED OTHERWISE - INCLUDING BUT NOT LIMITED
TO: GYPSUM BOARD AND ACOUSTICAL FINISHES, FRAMING,
HANGERS, AND CONNECTION ANCHORS.
12. REMOVE FLOOR FINISHES AS INDICATED INCLUDING BUT
NOT LIMITED TO: TOPPING SLABS, CARPET, WOOD, TILE,
AND ASSOCIATED ADHESIVES AND MORTARS.
13. REMOVE INTERIOR DOORS, FRAMES, THRESHOLDS,
RELITE WINDOW FRAMES AND GLAZING AS INDICATED. AT
LOCATIONS WHERE DOOR IS BEING REMOVED FROM
EXISTING WALL TO REMAIN, REMOVE ALL FASTENERS FROM
STRUCTURE TO REMAIN.
14. REFERENCE CIVIL, STRUCTURAL, MECHANICAL,
ELECTRICAL AND PLUMBING DRAWINGS FOR EXTENT OF
DEMOLITION OF THOSE TRADES
SAWCUT AND REMOVE SLAB AT GRADE IN
THIS AREA TO ACCOMMODATE NEW
WALL/PLUMBING. REF STRUCTURAL
DRAWINGS
GENERAL NOTES - DEMO PLANS
REMOVE EXISTING MATERIAL TO
STRUCTURAL DECK
REMOVE ELEMENT AND REUSE AS NOTED IN
ARCHITECTURAL DRAWINGS.
ALTERNATE DEMO SCOPE - BREAK OUT
DEMO PRICE FOR ALTERNATE AS NOTED
ARCHITECTS CONSULTANT STAMP REVISION NO. DATE KEY PLAN - (NTS) SHEET NUMBER
DRAWING TITLE
SCALE
DATE
PROJECT NUMBER
ISSUANCE
TRUE
NORTH
PLAN
NORTH
NOT FOR
CONSTRUCTION
As indicated
DA-110
MAY 2, 2025
2320
50% CONSTRUCTION DOCUMENTS
SALEM CIVIC CENTER SEISMIC IMPROVEMENT PROJECT
CITY OF SALEM
555 LIBERTY ST SE SALEM, OR 97301
DEMOLITION FLOOR PLAN PARKING 1
3/32" = 1'-0" DA-110
1 DEMO - FLOOR PLAN - PARKING 1
D.# DEMO KEYNOTES
D.01 DEMO EXISTING FLOORING D.02 REMOVE (E) CEILING AND SUSPENSION GRID, LIGHTING AND MECHANICAL. RETAIN FIRE
ALARM DEVICES.
D.03 REMOVE (E) TILE FLOOR & WALL FINISH TO SUBSTRAT E FOR NEW TILING
D.04 REMOVE ALL SPRAY FOAM FROM SHAFTS D.05 REMOVE (E) ALUM. FRAME STORE FRONT SYS AND CURBD.06 REMOVE PRECAST SILL D.07.1 ALTERNATE 06A: DEMO EXISTING STOREFRONT DOOR D.07.2 ALTERNATE 06B: DEMO EXISTING STOREFRONT DOOR AND CLERESTORY
D.08 DEMO CONCRETE SLAB ON GRADE D.09 DEMO CONCRETE WALL D.10 REMOVE (E) SEALANT AT PRECAST JOINTS D.11 DEMO EXISTING SHEET METAL ROOF CANOPY D.12 DEMO EXISTING CARD READERS FOR REPLACEMENT D.13 REMOVE EXISTING ADA PADDLES, DOOR ACTUATIOR FOR REPLACEMENT
D.14 DEMO WALLS AND MTL FRAMING D.15 REMOVE (E) WATERPROOFING LAYER TO CONCRETE BELOW; SHOT BLAST TO
APPROPRIATE LEVE FOR REAPPLICATION OF RFG SYS 3
D.16 CUT JOINT TO SIZE AS SHOWN IN STRUCTURAL D.17 ALTERNATE 140: DO NOT DEMO WALLS FOR EXTRA OFFICE IN FINANCE DEPARTMENT
D.18 REMOVE SHT MTL WALL CLADDING, COUNTERFLASHING, SHT MTL SKIRT, COPING AND
SKYLIGHT STRUCTURAL ATTACHMENTS.
D.19 REMOVE ROOF LADDER D.20 REMOVE (E) ROOFING AND INSULATION TO ROOF DECK.D.21 REMOVE (E) SKYLIGHTS, CURBS, FLASHING, GUTTERS, CANT STRIPS AND WATERPROOFING
DOWN TO EXISTING STRUCTURE.
D.22 REMOVE (E) MECH EQUIP. AND DUCT WORK. D.23 REMOVE (E) SHT MTL ROOF, FLASHING, DRAINS AND LEADERS TO (E) STR
D.24 DEMO EXPANSION JOINT COVER AND BLOCKING D.25 REMOVE (E) WALKING PATHWAYS D.26 REMOVE (E) SHT MTL COUNTERFLASHING AND SKIRT FLASHING (RETAIN SHT MTL COPING
AND WALL CLADDING)
D.27 REMOVE MECHANICAL SCREEN AND STRUCTURAL SUPPORT S/UN USED CURBS.
D.28 DEMO PRECAST CONCRETE SILL D.29 DEMO ROOF DRAINS, TYP D.30 DEMO (E) SOFFIT AS REQ'D FOR SPRINKLER LINE D.31 DEMO CEMENT PLASTER CEILING D.32 REMOVE (E) CARD READER AND PATCH TO MATCH EXISTING WALL OR PANEL
D.33 DEMO - COLUMN WRAP TO EXPOSE STR D.34 DEMO PLYWOOD PANELING WHERE OCCURS. REMOVE AND SALVAGE HISTORIC (E) WD
SIDING
D.35 DEMO (E) CARD READER AND MOUTING POLE AND BASE DOWN TO SLAB ON GRADE.
D.36 DEMO CURB AND SLAB AS REQ'D PER STR D.37 REMOVE AND SALVAGE ROTATING FILES D.38 REMOVE EXISTING PROJECTOR SCREEN D.39 REMOVE MARKERBOARD/TACK BOARD D.40 REMOVE AND REMOVE CCTV CAMERAS D.41 DEMO EXISTING TOPPING SLAB TO STRUCTURAL DECK, EXTEND DEMO TO NEAREST
CONTROL JOINT.
D.42 DEMO EXISTING ISOLATION JOINT COVER D.43 DEMO LEAN CONCRETE DOWN TO STRUCTURAL ROOF DECKD.44 DEMO EXISTING CASEWORK

ABCDEFGHJK
Z
Z
1
2
3
4
5
6
7
8
Q
Q
R S T U V W X Y
6' - 0"
D.05
D.05
10' - 10" 32' - 0" 32' - 0" 17' - 0" 32' - 0" 32' - 0" 32 ' - 0" 17' - 0" 32' - 0" 32' - 0" 10' - 0"
41' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0"
31' - 4" 30' - 6" 30' - 6" 29' - 8" 35' - 8" 31' - 4" 30' - 6" 30' - 6" 28' - 10"
D.04 D.04
D.01
D.01
D.01
D.01
D.01
D.01
D.01
D.11
D.01 D.01
D.01
D.01
D.07.1 D.07.1
D.07.1
D.12
D.13
D.12
D.12
D.12
D.12
D.16
D.16
D.05
D.12
D.12 D.12
D.12
D.12
D.44
DEMO EXISTING ELEMENT
EXISTING ELEMENT TO REMAIN
DEMOLITION LEGEND
1. REFERENCE A -001 FOR ABBREVIATIONS, SYMBOLS AND
GENERAL DIMENSIONING NOTES.
2.VERIFY ALL DIMENSIONS AND NOTIFY THE ARCHITECT OF
SIGNIFICANT VARIATIONS.
3. RETAIN (E) FIRE PROTECTION UNLESS NOTED OTHERWISE.
4. REMOVE INTERIOR NON -LOAD BEARING WALL PARTITIONS
AS INDICATED INCLUDING BUT NOT LIMITED TO: STUD
FRAMING, GYP BOARD AND PLASTER FINISHES, TRIM,
SIGNAGE, AND ALL FASTENER ANCHORS INTO SUBSTRATES.
5. REMOVE ALL CASEWORK, FURNITURE, PLUMBING
FIXTURES UNLESS NOTED OTHERWISE.
6. PROTECT ALL ART THAT WILL REMAIN IN PLACE DURING
THE DURATION OF DEMO AND CONSTRUCTION.
7. PROVIDE SHORING AS NECESSARY FOR ALL SAWCUT
OPENINGS IN STRUCTURAL CONCRETE. A SHORING PLAN IS
REQUIRED TO BE REVIEWED BY STR PRIOR TO DEMOLITION
OF EXISTING STRUCTURAL ELEMENTS.
8. REMOVE AND RETAIN ALL ALL PROXIMITY READERS, KEY
PADS, BOOK SENSOR EQUIPMENT AND FIRE ALARM
HARDWARE, ART PICTURE RAIL AND STORE FOR REUSE.
9. VERIFY ALL ASSEMBLIES TO BE REMOVED ARE NON -
STRUCTURAL. THE STRUCTURE HAS BEEN DESIGNED TO
RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES
AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS
HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR
TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT
IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS,
METHODS, AND SEQUENCES; TEMPORARY SHORING;
FORMWORK; BRACING; USE OR EQUIPMENT AND
CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE
RESISTANCE TO LOADS ON THE STRUCTURES DURING
CONSTRUCTION PER SEI/ASCE STANDARD NO 37 -02 "DESIGN
LOADS ON STRUCTURES DURING CONSTRUCTION". SEE
STRUCTURAL DETAILS FOR SOME BUT NOT ALL EXISTING
STRUCTURAL MEMBERS IDENTIFIED REQUIRING SHORING.
EXTENT OF REQUIRED SUPPORT OF EXISTING STRUCTURE
AND SHORING SHALL BE IDENTIFIED, DETERMINED, AND
DESIGNED BY THE GENERAL CONTRACTOR.
10. ALL REMOVED BUILDING MATERIALS SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED
FROM THE JOB SITE UNLESS NOTED OTHERWISE.
11. REMOVE ALL NON -LOAD BEARING CEILING ASSEMBLIES
UNLESS NOTED OTHERWISE - INCLUDING BUT NOT LIMITED
TO: GYPSUM BOARD AND ACOUSTICAL FINISHES, FRAMING,
HANGERS, AND CONNECTION ANCHORS.
12. REMOVE FLOOR FINISHES AS INDICATED INCLUDING BUT
NOT LIMITED TO: TOPPING SLABS, CARPET, WOOD, TILE,
AND ASSOCIATED ADHESIVES AND MORTARS.
13. REMOVE INTERIOR DOORS, FRAMES, THRESHOLDS,
RELITE WINDOW FRAMES AND GLAZING AS INDICATED. AT
LOCATIONS WHERE DOOR IS BEING REMOVED FROM
EXISTING WALL TO REMAIN, REMOVE ALL FASTENERS FROM
STRUCTURE TO REMAIN.
14. REFERENCE CIVIL, STRUCTURAL, MECHANICAL,
ELECTRICAL AND PLUMBING DRAWINGS FOR EXTENT OF
DEMOLITION OF THOSE TRADES
SAWCUT AND REMOVE SLAB AT GRADE IN
THIS AREA TO ACCOMMODATE NEW
WALL/PLUMBING. REF STRUCTURAL
DRAWINGS
GENERAL NOTES - DEMO PLANS
REMOVE EXISTING MATERIAL TO
STRUCTURAL DECK
REMOVE ELEMENT AND REUSE AS NOTED IN
ARCHITECTURAL DRAWINGS.
ALTERNATE DEMO SCOPE - BREAK OUT
DEMO PRICE FOR ALTERNATE AS NOTED
ARCHITECTS CONSULTANT STAMP REVISION NO. DATE KEY PLAN - (NTS) SHEET NUMBER
DRAWING TITLE
SCALE
DATE
PROJECT NUMBER
ISSUANCE
TRUE
NORTH
PLAN
NORTH
NOT FOR
CONSTRUCTION
As indicated
DA-111
MAY 2, 2025
2320
50% CONSTRUCTION DOCUMEN