#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 Z Z 1 2 3 4 5 6 7 8 Q Q 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 Z Z 1 2 3 4 5 6 7 8 Q Q 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 Z 1 2 3 4 5 6 7 8 Q Q 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 Z Z 1 2 3 4 5 6 7 8 Q Q 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 6 7 8 Q Q 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