S02 - Attachment 15 - 578-21-703 Combined Drawing Set.pdf

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

U.S. Department of Veterans Affairs

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U.S. AIR

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MAIL

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SE RVICE

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 578-21-703

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AutoCAD SHX Text Edward Hines VISN 12

AutoCAD SHX Text Hines

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IL

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EHRM TRAINING AND ADMIN

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SPACE SUPPORT PHASE 1

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DEMOLITION PLANS

AutoCAD SHX Text A-100

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AutoCAD SHX Text Robertson

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AutoCAD SHX Text 12/2/20

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PROJECT PLANNING

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WEST ELEVATION

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AutoCAD SHX Text GENERAL NOTES 1. ALL SIGNS SHALL BE REMOVED PRIOR TO THE START OF CONSTRUCTION AND SAVED. THE ALL SIGNS SHALL BE REMOVED PRIOR TO THE START OF CONSTRUCTION AND SAVED. THE OWNER WILL INSTRUCT THE CONTRACTOR WHICH SIGNS ARE TO BE REMOUNTED AS PART OF THE PROJECT. 2. 100% OF THE EXTERIOR MASONRY AND CONCRETE SHALL BE CLEANED. THE WINDOWS AND 100% OF THE EXTERIOR MASONRY AND CONCRETE SHALL BE CLEANED. THE WINDOWS AND THE EXPOSED PAINTED METAL SHALL BE PROTECTED DURING CLEANING OPERATIONS. AT THE END OF THE PROJECT THE MASONRY AND CONCRETE SHALL BE SEALED. CLEAN ALL WINDOWS AND FRAMES AT THE END OF THE PROJECT. 3. MAXIMUM ALLOWABLE WATER PRESSURE FOR WASHING IS 30 PSI. MAXIMUM ALLOWABLE WATER PRESSURE FOR WASHING IS 30 PSI. 4. ALL EXPOSED STEEL LINTELS, DOOR FRAMES, DOORS, OVERHEAD DOORS, CORNER GUARDS ALL EXPOSED STEEL LINTELS, DOOR FRAMES, DOORS, OVERHEAD DOORS, CORNER GUARDS AND EXPOSED STEEL TO REMAIN SHALL BE PREPARED AND PAINTED. 5. DOWNSPOUTS IN AREAS REQUIRING MASONRY WORK SHALL BE REMOVED TO FACILITATE WORK DOWNSPOUTS IN AREAS REQUIRING MASONRY WORK SHALL BE REMOVED TO FACILITATE WORK AND BE REINSTALLED OR REPLACED AFTER THE MASONRY WORK. ALL CAST IRON STORM CONNECTIONS TO REMAIN IN PLACE. ROD OUT ALL STORM LINES. NOTIFY THE C.O.R. IMMEDIATELY IF A STORM LINE CANNOT BE RODDED OUT. 6. ALL EXTERIOR BUILDING LIGHTS AND ASSOCIATED CONDUIT SHALL BE REMOVED PRIOR TO THE ALL EXTERIOR BUILDING LIGHTS AND ASSOCIATED CONDUIT SHALL BE REMOVED PRIOR TO THE START OF MASONRY RESTORATION. 7. ALL PERIMETER WINDOW SEALS SHALL BE REMOVED AND REPLACED WITH NEW SEALANT AND ALL PERIMETER WINDOW SEALS SHALL BE REMOVED AND REPLACED WITH NEW SEALANT AND BACKER ROD. PROVIDE WEEPS 2'-0" IN SILL SEALANT JOINT. 8. INSTALL NEW 4” X 4” X 4'-0" GALVANIZED STEEL CORNER GUARDS AT ALL OVERHEAD DOOR INSTALL NEW 4” X 4” X 4'-0" GALVANIZED STEEL CORNER GUARDS AT ALL OVERHEAD DOOR X 4” X 4'-0" GALVANIZED STEEL CORNER GUARDS AT ALL OVERHEAD DOOR X 4'-0" GALVANIZED STEEL CORNER GUARDS AT ALL OVERHEAD DOOR FRAMES THAT DO NOT CURRENTLY HAVE CORNER GUARDS. CORNER GUARDS ARE TO BE CHEMICALLY ANCHORED INTO MASONRY. EXPANSION ANCHORS ARE NOT ACCEPTABLE. 9. REFER TO SPECIFICATION SECTION 03 01 00 REHABILITATION OF CONCRETE FOR ADDITIONAL REFER TO SPECIFICATION SECTION 03 01 00 REHABILITATION OF CONCRETE FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL HAMMER SOUND 100% OF EXPOSED EXTERIOR CONCRETE AND ROOF DECK TO DETERMINE THE EXTENT OF REQUIRED REPAIR. ROUT ALL CRACKS IN THE CONCRETE BEAMS AND WINDOW SILLS AND INSTALL BOND BREAKER TAPE AND CONTINUOUS SEALANT. LEGEND TUCKPOINT HATCH: BRICK RETURNS AT PILASTERS AND WINDOWS ARE INCLUDED IN THE TUCKPOINTING UNLESS SPECIFICALLY NOTED AS EXCLUDED. REPLACEMENT HATCH: REPLACE ONE WYTHE OF BRICK UNLESS NOTED OTHERWISE. BRICK RETURNS AT PILASTERS AND WINDOWS ARE INCLUDED IN THE REPLACEMENT UNLESS SPECIFICALLY NOTED AS EXCLUDED. REPLACEMENT AREAS SHALL BE TOOTHED INTO THE SURROUNDING BRICK WORK. CONCRETE REPLACEMENT AND REPAIR HATCH

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EAST ELEVATION

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SOUTH ELEVATION

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NORTH ELEVATION

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AutoCAD SHX Text DEMOLISH EXISTING CORRUGATED SIDING AND REPLACE WITH NEW GALVANIZED STEEL SIDING WITH MATCHING PROFILE FACTORY PAINTED. COLOR TO MATCH OWNERS SAMPLE.

AutoCAD SHX Text REMOVE AC AND INFILL PANEL AND REGLAZE WINDOW W/ INSULATED GLASS TO MATCH EXISTING.

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ROUT STONE PANEL JOINTS AND INSTALL SEALANT AND BACKER ROD

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INFILL EXISTING DOOR OPENING WITH 4" BRICK AND 6" CMU WALL.

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INSTALL 2" DEEP ALUMINUM COMPOSITE MATERIAL PANEL AND 6" MINERAL WOOL INSULATION

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INFILL EXISTING OPENING WITH 2 WYTHES OF BRICK

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REMOVE SPALLED CONCRETE, CORROSION PROTECT STEEL AND REPAIR CONCRETE

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REMOVE SPALLED CONCRETE, CORROSION PROTECT STEEL AND REPAIR CONCRETE

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REPAIR DAMAGED CONCRETE SILL

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REPAIR DAMAGED CONCRETE SILL

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REPAIR DAMAGED CONCRETE SILL

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REPAIR DAMAGED CONCRETE SILL

AutoCAD SHX Text DEMOLISH EXISTING PARAPET WALL. REBUILD MULTI-WYTHE WALL. REUSE EXISTING COPING STONES IF SALVAGEABLE. REPLACE COPING STONES IF REQUIRED. PROVIDE STAINLESS STEEL THRU-WALL FLASHING UNDER COPING STONES.

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PAINT ALL NON MASONRY SURFACES OF SOFFIT AND WALL

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PAINT ALL NON MASONRY SURFACES OF SOFFIT AND WALL

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EAST PENTHOUSE ELEVATION

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NORTH PENTHOUSE ELEVATION

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WEST PENTHOUSE ELEVATION

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SOUTH PENTHOUSE ELEVATION

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ELEVATION

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AutoCAD SHX Text PENTHOUSE NOTES: 1. REPAIR ALL SPALLED EXPOSED REPAIR ALL SPALLED EXPOSED CONCRETE, ROUT AND SEAL ALL CRACKS AND SEAL CONCRETE AFTER REPAIR 2. REMOVE GLAZING FROM WINDOWS REMOVE GLAZING FROM WINDOWS PREP AND PAINT EXISTING WINDOW FRAMES RE-GLAZE AND RESEAL WINDOWS 3. REMOVE SCUPPER BOXS AND REMOVE SCUPPER BOXS AND DOWNSPOUTS REPAIR BRICK AND REINSTALL.

AutoCAD SHX Text NEW GALVANIZED STEEL GRATING STAIR WITH GALVANIZED STEEL PIPE HANDRAILS SUPPORTED ON STEEL POSTS ANCHORED TO ROOF DECK AND CLIPPED TO EXISTING CONCRETE WALL BEAM

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ELEVATION

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REPAIR OVERHEAD DOORS TO WORKING ORDER

AutoCAD SHX Text MOCK-UP: INCLUDES BRICK REPLACEMENT, TUCKPOINTING, CONCRETE REPAIR AND PERIMETER WINDOW SEALANT

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AutoCAD SHX Text A-101