36C25219B0022-006.pdf

Engineers & Architects

221 North LaSalle Street Suite 300 Chicago, IL 60601-1211 Phone: (312) 577-3300

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PAINTED CMU (TYPICAL)

AutoCAD SHX Text 1 " DIA METAL GUARD RAILING 12" DIA METAL GUARD RAILING AT 42" AFF WITH " PICKETS 34" PICKETS AT 4" OC MAX AND1 " DIA. 12" DIA. SUPPORT POSTS AT 4'-0" OC

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1 " DIA HANDRAIL AT 2'-10" 12" DIA HANDRAIL AT 2'-10" ABOVE STAIR NOSINGS.

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CONCRETE FILLED METAL PAN STAIRS AND LANDINGS W/ RUBBER FINISH.

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ABRASIVE NOSINGS (TYPICAL)

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2HR RATED SPRAY ON FIREPROOFING AT UNDERSIDE OF STRUCTURE

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RUBBER TREADS, RISERS, & LANDINGS

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CUH

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LIGHTING

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LIGHTING

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LIGHTING

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LIGHTING

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LIGHTING

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PROVIDE FIRE STOPPING AT EACH FLOOR LEVEL IN CAVITY SPACE

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PROVIDE FIRE STOPPING AT EACH FLOOR LEVEL IN CAVITY SPACE

AutoCAD SHX Text REMOVE EXISTING WINDOW AND INFILL OPENING WITH MASONRY. PROVIDE GYPSUM FINISH FLUSH WITH EXISTING ADJACENT SURFACE.

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2HR RATED SPRAY ON FIREPROOFING AT UNDERSIDE OF STRUCTURE

AutoCAD SHX Text 1 " DIA METAL GUARD RAILING 12" DIA METAL GUARD RAILING AT 42" AFF WITH " PICKETS 34" PICKETS AT 4" OC MAX AND1 " DIA. 12" DIA. SUPPORT POSTS AT 4'-0" OC

AutoCAD SHX Text PROVIDE A 42" SAFETY GATE AT THE FIRST FLOOR TO DISCOURAGE OVERRUNNING EXIT LEVEL.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Material Management Service

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820 S. DAMEN AVE, CHICAGO, IL

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ARCHITECTURE /S/C/MEP/FP

AutoCAD SHX Text Remodel & Expand Space for

AutoCAD SHX Text 537-321

AutoCAD SHX Text 07/21/2017

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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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 6"

AutoCAD SHX Text 6"

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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 E

AutoCAD SHX Text D

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AutoCAD SHX Text B

AutoCAD SHX Text A

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BLDG 1 - 1ST FLR

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AutoCAD SHX Text Office of Construction and Facilities Management

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ISSUED FOR BID/PERMIT

AutoCAD SHX Text 05/25/2018

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STAIR PLANS,

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SECTIONS & DETAILS

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AS601

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NMP

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RMK

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

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STAIR PIPE BASEMENT PLAN

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AS601

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

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STAIR SECTION

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

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STAIR FIRST FLOOR PLAN

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

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STAIR SECOND FLOOR PLAN

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AS601

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AS601

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UP

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UP

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DN

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DN

AutoCAD SHX Text FINISH 1st FLOOR

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EL: 11'-11" [29'-8"]

AutoCAD SHX Text FINISH 2nd FLOOR

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EL: 0'-0" [17'-9"]

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FINISH PIPE BASEMENT

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EL: -6'-0" [11'-9"]

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NORTH

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NORTH

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NORTH

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

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STAIR SECTION

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AS601

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AS601

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AS601

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AA

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AA

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GG

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GG

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AS602

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AutoCAD SHX Text FINISH 1st FLOOR

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EL: 0'-0" [17'-9"]

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STAIR LANDING

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EL: 6'-3" [24'-0"]

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INTERMEDIATE LANDING

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11 RISERS @

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6.81" EA

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10 RISERS @

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6.81" EA

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STL ANGLE CORNER GUARD FULL HEIGHT

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STAIR

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AutoCAD SHX Text 18A

AutoCAD SHX Text 18C

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STAIR LANDING

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EL: -2'-8 3/4" [15'-0 1/4"]

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FINISH 2ND FLOOR

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EL: 11'-11" [29'-8"]

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GG

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GG

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AA

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AutoCAD SHX Text 3.8

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AutoCAD SHX Text 4.1

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TOP/ DECK BEARING

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TOP/ MASONRY WALL

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SCALE: 1/2" = 1'-0"

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ROOF DETAIL

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SCALE: 1/2" = 1'-0"

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ROOF DETAIL

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SCALE: 1/2" = 1'-0"

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ROOF DETAIL

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CONTINUOUS METAL COUNTER FLASHING WITH SEALED EDGES

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EXTEND ROOFING MEMBRANE UP FACE OF CMU

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LAP MEMBRANE AND PROVIDE SEALANT PER MANUFACTURER'S STANDARD DETAILS (TYPICAL)

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SLOPE TO DRAIN

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STONE COPING

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DRIP EDGE

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BOND BEAM

AutoCAD SHX Text CUT REGLET INTO EXISTING MASONRY WALL AND PROVIDE COUNTERFLASHING FOR EXTENDED MEMBRANE ROOFING MATERIAL

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EXTEND ROOFING MEMBRANE UP FACE OF CMU

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LAP MEMBRANE AND PROVIDE SEALANT PER MANUFACTURER'S STANDARD DETAILS (TYPICAL)

AutoCAD SHX Text CUT REGLET INTO EXISTING MASONRY WALL AND PROVIDE COUNTERFLASHING FOR EXTENDED MEMBRANE ROOFING MATERIAL

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TAPERED INSULATION

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STEEL ANGLE - SEE STRUCTURAL DRAWINGS

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EXTEND STEEL DECKING OVER CMU STAIR ENCLOSURE- SEE STRUCTURAL DRAWINGS

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FIRE PROOFING TYPICAL AT ALL EXPOSED STEEL

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BOND BEAM

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EXISTING MASONRY WALL

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SLIP CONNECTION FOR EXPANSION

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TAPERED INSULATION

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PROVIDE VERTICAL TERMINATION BAR TO END ROOFING MEMBRANE

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CONTINUOUS EXPANSION JOINT COVER WITH COMPRESSIBLE NEOPRENE FILLER

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2 HOUR FIRE BARRIER

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FACE BRICK ANCHORED BACK TO CMU BACKUP

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ROOFING MANUFACTURERS STANDARD EDGE DETAIL

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PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT TO SPLASHBLOCK BELOW.

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FIRE TREATED WOOD BLOCKING

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BOND BEAM

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STEEL ANGLE - SEE STRUCTURAL DRAWINGS

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STEEL DECKING - SEE STRUCTURAL DRAWINGS

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FIRE PROOFING TYPICAL AT ALL EXPOSED STEEL

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CONTINUOUS METAL COUNTER FLASHING WITH SEALED EDGES

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AS601

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AS601

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AS601

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SCALE: 1/2" = 1'-0"

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ROOF DETAIL

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AS601

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PROVIDE CONTINUOUS CAST STONE THRESHOLD /COPING AT DOOR OPENING.

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TAPERED INSULATION

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EXTEND ROOFING MEMBRANE OVER CMU AT DOOR OPENING.

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CONTINUOUS METAL COUNTER FLASHING WITH SEALED EDGES

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STAIR LANDING

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12" CMU TO SUPPORT 8" CMU AND FACE BRICK ABOVE ROOF LEVEL.

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10 TREADS @ 11" EACH

AutoCAD SHX Text 1'-11"

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9 TREADS @ 11" EACH

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AA

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5 TREADS @ 11" EACH

AutoCAD SHX Text 1'-11"

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EXTERIOR STOOP

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EL: 0'-0" [17'-9"]

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EXIT ACCESS CORRIDOR

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CONTINUOUS METAL COUNTER FLASHING WITH SEALED EDGES

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EXTEND ROOFING MEMBRANE UP FACE OF CMU

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LAP MEMBRANE AND PROVIDE SEALANT PER MANUFACTURER'S STANDARD DETAILS (TYPICAL)

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SLOPE TO DRAIN

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5 TREADS @ 11" EACH

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GUARDRAIL

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42" AFF

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HANDRAIL

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34" AFF

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GUARDRAIL

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42" AFF

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HANDRAIL

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34" AFF

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HANDRAIL

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34" AFF

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HANDRAIL

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34" AFF

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HANDRAIL

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34" AFF

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AS602

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AS602

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AS602

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AS602

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AutoCAD SHX Text 4.1

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AutoCAD SHX Text 3.8

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AutoCAD SHX Text 3.8

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AutoCAD SHX Text 3.8

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AS502

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5 RISERS @

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6.56" EA

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INTERMEDIATE LANDING

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6 RISERS @

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6.56" EA

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EXTERIOR AREA FOR ASSISTED RESCUE

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EL: 22'-8" [40'-5"]

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CLOSET

AutoCAD SHX Text 1477A

AutoCAD SHX Text 1477A-A

AutoCAD SHX Text 1477A-B

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COVERBOARD

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STAIR

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AutoCAD SHX Text 18D

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STAIR

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AutoCAD SHX Text BASE BID: INTERIOR STAIR & ENCLOSURE AS SHOWN. ALTERNATE #2A: ELIMINATE INTERIOR STAIR & ENCLOSURE IN ITS ENTIRETY, CLOSET 477A TO REMAIN.

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REMOVE PORTION OF LIMESTONE AND REPLACE W/ CMU.

Suite 300 Chicago, IL 60601-1211 Phone: (312) 577-3300

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AS602

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 1'-11"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 8"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text L 3 x 3 x 1/4 STEEL ANGLE

AutoCAD SHX Text x 3" LONG FLOOR CLIP

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BOLTED TO CONCRETE SLAB

AutoCAD SHX Text W/ 1/2"* x 3 3/4" LONG

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WEDGE TYPE ANCHORS.

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STEEL CHANNEL STRINGER.

AutoCAD SHX Text 1 1/2 x 1/4 BENT STEEL BAR BRACKETS.

AutoCAD SHX Text TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS

AutoCAD SHX Text 1 1/2" O.D. x 13 GA STEEL TUBE RAILS.

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5/8" DIA. STEEL BAR PICKETS.

AutoCAD SHX Text TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 5"

AutoCAD SHX Text

3 1/2" PROJECTION

AutoCAD SHX Text 2'-10"

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INTO STAIRWAY

AutoCAD SHX Text

3 1/2" PROJECTION

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 3"

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MAX.

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3 3/4"

AutoCAD SHX Text 1 1/2"

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LANDING RETURN DISTANCE VARIES

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4'-0" MAXIMUM BETWEEN POSTS

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 3 1/2"

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1/4" STEEL TOE PLATE

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HEADER CHANNEL.

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STEEL BAR BEHIND POSTS

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STEEL CHANNEL STRINGER.

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 1'-11"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1 1/2 x 1/4 BENT STEEL BAR BRACKETS.

AutoCAD SHX Text TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS

AutoCAD SHX Text 1 1/2" O.D. x 13 GA STEEL TUBE RAILS.

AutoCAD SHX Text TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS

AutoCAD SHX Text 5/8"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1 1/2"

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1 1/2" CONCRETE FILL IN FIELD.

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STAIR STRINGER.

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FORMED STEEL SHEET TREADS & RISERS (THICKNESS AS REQUIRED).

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ABRASIVE NOSINGS (TYPICAL)

AutoCAD SHX Text 2x2x1/4" ANGLE.

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CHANNEL STRINGER.

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1/4" CLOSURE PLATE WELDED CONTINUOUS TO CHANNEL STRINGER.

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LANDING LEVEL.

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TREAD.

AutoCAD SHX Text TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS AT LANDING ATTACHED TO FRONT CHANNEL OF LANDING WITH STEEL SPACER BARS.

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1-1/2" CLEAR

AutoCAD SHX Text 3"

AutoCAD SHX Text 1 1/2" O.D. x 13 GA STEEL TUBE RAILS.

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STANDARD PRESSED STEEL WALL BRACKETS.

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3/8"* HEX HEAD LAG SCREWS 2" LONG WITH STANDARD SHORT LAG SHIELD.

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CMU WALL.

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ENDS OF WALL RAIL RETURNED TO WITHIN 1/4" OF FACE OF WALL

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1"

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 1 1/2"

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CLEAR

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 1 1/2"

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CLEAR

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APPROXIMATELY 3'-0"

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3 1/2" PROJECTION

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LANDING WORK LINE (NOSE OF TREAD)

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text 11"

AutoCAD SHX Text 1'-0 1/2"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 2"

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1 1/2" DIA. FLAT STEEL END CAPS.

AutoCAD SHX Text TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS

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CROSSOVER RAILS (2 PIECES).

AutoCAD SHX Text 1 1/2" O.D. x 13 GA STEEL TUBE RAILS.

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STEEL SPACER BARS

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11 GA STEEL SHEET FLIGHT CLOSURE PLATE.

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5/8" DIA. STEEL BAR PICKETS.

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HEADER CHANNEL.

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STEEL CHANNEL STRINGER.

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STEEL CHANNEL STRINGER.

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DETECTABLE NOSING AT ALL LEAD TREADS AND LANDINGS

AutoCAD SHX Text 4"

AutoCAD SHX Text 3 1/2"

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3 1/2" PROJECTION

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INTO STAIRWAY

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1 1/2" CLEAR

AutoCAD SHX Text 2 1/2"

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1 1/2" CLEAR

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 3'-6"

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MAX.

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STEEL CHANNEL STRINGER.

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1 1/2" SQUARE FLAT STEEL BOTTOM PLATE.

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5/8" DIA. STEEL BAR PICKETS.

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STEEL SPACER BAR

AutoCAD SHX Text 1 1/2" O.D. x 13 GA STEEL TUBE RAILS.

AutoCAD SHX Text TS 1 1/2 x 1 1/2 x 11 GA STEEL TUBE POSTS

AutoCAD SHX Text 1 1/2 x 1/4 BENT STEEL BAR BRACKETS.

AutoCAD SHX Text 8"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 9"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 4"

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2'-6" MAX.

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LANDING WIDTH

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SHELF ANGLE

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 9"

AutoCAD SHX Text 3"

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BASED ON 6" DEEP LANDING MEMBERS

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1/2" CLEAR

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3'-0" MINIMUM

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AutoCAD SHX Text 14 GA STEEL SHEET x 2" WIDE CLOSURE STRIP AT SIDES AND BACK OF LANDING FOR CONCRETE FILLED LANDINGS.

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1/2" CLEAR

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VARIES WITH

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LANDING TYPE

AutoCAD SHX Text 2 1/2"

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EMBEDMENT

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4 1/2" MINIMUM

AutoCAD SHX Text 3/4" DIA x 6 1/4" LONG SLEEVE TYPE ANCHORS.

AutoCAD SHX Text

CONCRETE LANDING.

AutoCAD SHX Text L 4x3x3/8 (LLV) STEEL SHELF ANGLE.

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SOLIDLY GROUTED CMU.

AutoCAD SHX Text

LANDING PLATE

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24" MAXIMUM

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1" TYPICAL

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CLOSURE ANGLE AT SIDE AND BACK OF LANDING.

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11 GA FORMED STEEL SIDE CHANNELS

AutoCAD SHX Text L 4x3x3/8 (LLV) STEEL SHELF ANGLE.

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12 GA STEEL SHEET LANDING PLATE.

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3" CONCRETE FILL POURED IN FIELD.

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FRONT CHANNEL.

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11 GA FORMED STEEL INTERMEDIATE CHANNELS.

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REAR HEADER CHANNEL

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MAXIMUM

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 1'-11"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Material Management Service

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820 S. DAMEN AVE, CHICAGO, IL

AutoCAD SHX Text

ARCHITECTURE /S/C/MEP/FP

AutoCAD SHX Text Remodel & Expand Space for

AutoCAD SHX Text 537-321

AutoCAD SHX Text 07/21/2017

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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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 6"

AutoCAD SHX Text 6"

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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 D

AutoCAD SHX Text C

AutoCAD SHX Text B

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BLDG 1 - 1ST FLR

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

ISSUED FOR BID/PERMIT

AutoCAD SHX Text 05/25/2018

AutoCAD SHX Text

STAIR DETAILS

AutoCAD SHX Text

AS602

AutoCAD SHX Text

NMP

AutoCAD SHX Text

RMK

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EXTERIOR STAIR ELEVATION

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LANDING ELEVATION

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EL: -0'-1" [17'-8"]

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GRADE

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EL: -2'-6 5/8" [15'-2 3/8"] VERIFY

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RAILING DETAIL

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AS602

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STAIR

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SECTION @ FIRST FLIGHT

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HANDRAIL DETAILS

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LANDING DETAIL @ CMU WALL SUPPORT

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HANDRAIL @ WALL

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EMBEDDED METAL ABRASIVE NOSINGS

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BASE BID: INTERIOR STAIR & ENCLOSURE AS SHOWN. ALTERNATE #2A: ELIMINATE INTERIOR STAIR & ENCLOSURE IN ITS ENTIRETY, CLOSET 477A TO REMAIN.

Suite 300 Chicago, IL 60601-1211 Phone: (312) 577-3300

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820 S. DAMEN AVE, CHICAGO, IL

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ARCHITECTURE /S/C/MEP/FP

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AutoCAD SHX Text 07/21/2017

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VA FORM 08-6231

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BLDG 1 - 1ST FLR

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ISSUED FOR BID/PERMIT

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SYMBOLS, ABBREVIATIONS

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AND NOTES - MECHANICAL

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MH001

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KB

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PJ

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COOLING ONLY VARIABLE AIR VOLUME TERMINAL WITH DDC WEB BASED CONTROLS.

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AutoCAD SHX Text 24x24 PERFORATED RETURN GRILLE WITH FILTER.

AutoCAD SHX Text LOW PROFILE FAN POWER BOX WITH HOT WATER REHEAT AND VALVE PACKAGE, DDC WEB BASED CONTROLS.

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SURFACE MOUNTED, 3/4" SPACING, LOUVERED STEEL GRILLE.

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FD

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MVD

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DEMOLITION

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NEW WORK

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1 1/2 HOUR FIRE DAMPER

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MANUAL VOLUME DAMPER

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OA.D

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BI.D

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ACD

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MVD

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FID

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DDC

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HWS

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HWR

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CHWS

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CHWR

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RE

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ETR

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UC

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TYP

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AFF

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DN

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CFM

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GPM

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CC

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HC

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OUTDOOR AIR INTAKE

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BLACK IRON DUCT

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AUTOMATIC CONTROL DAMPER

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MANUAL VOLUME DAMPER

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FIRE DAMPER

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DIRECT DIGITAL CONTROL

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HOT WATER SUPPLY

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HOT WATER RETURN

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CHILLED WATER SUPPLY

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CHILLED WATER RETURN

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RELOCATE EXISTING

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EXISTING TO REMAIN

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CONDENSATE

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UNDER CUT

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TYPICAL

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ABOVE FINISHED FLOOR

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DOWN

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CUBIC FEET PER MINUTE

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GALLONS PER MINUTE

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COILING COIL

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HEATING COIL

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FILTER

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BLENDER

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EXISTING DUCT TO REMAIN

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NEW TO EXISTING CONNECTION

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THERMOSTAT

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IDENTIFICATION: STENCIL HVAC UNITS AND EXHAUST FANS WITH 4" HIGH X

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3/4" THICK LETTERS WITH THE INDICATED UNIT NUMBERS. PROVIDE 3/4"

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HIGH WHITE FACED MICARTA WITH BLACK LETTERS AT EACH HVAC UNIT

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THERMOSTAT WITH UNIT NUMBERS.

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PROVIDE ACCESS PANELS WHERE REQUIRED FOR SERVICING DEVICES AND

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EQUIPMENT AND COORDINATE SIZES AND LOCATIONS WITH VA.

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TEST AND BALANCE THE AIR SUPPLY, RETURN, AND EXHAUST SYSTEMS TO

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WITHIN 10% OF THE INDICATED QUANTITIES AND PROVIDE THREE COPIES OF

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A REPORT FOR VA.

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PROPOSAL PRICE SHALL INCLUDE SPECIFIED MATERIALS ONLY. SHOULD THE

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CONTRACTOR WISH TO SUBSTITUTE MATERIALS, EQUIPMENT OR

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MANUFACTURERS, IT SHALL BE DONE BY STATING EACH SUBSTITUTION AND

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ITS PRICE ADJUSTMENT.

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WORK SHALL BE PERFORMED IN ACCORDANCE WITH CODES AND AUTHORITIES

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HAVING JURISDICTION INCLUDING ADA GUIDELINES.

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CONFER WITH THE OTHER TRADES IN THE COORDINATION OF THIS WORK FOR

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CLEARANCES, CHASES, RECESSES AND OPENINGS REQUIRED.

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THESE DRAWINGS ARE TO BE USED FOR BIDDING ONLY. ROUGH-IN AND

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FINAL CONNECTION SHALL BE MADE FROM APPROVED EQUIPMENT DRAWINGS

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ONLY.

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DUCTS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH

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RECOMMENDATIONS SET FORTH IN SMACNA MANUAL.

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FLEXIBLE RUNOUTS (MAX. 5'0") SHALL BE INSULATED WITH VAPOR BARRIER

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CONTAINING NO PVC.

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SEAL TRANSVERSE DUCT JOINTS IN ACCORD WITH SMACNA CLASS "B."

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PROVIDE MANUALLY OPERATED VOLUME CONTROL AND/OR SPLITTER

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DAMPERS IN DUCT BRANCHES WHERE NECESSARY FOR PROPER BALANCING

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OF AIR HANDLING SYSTEMS. DAMPERS ABOVE INACCESSIBLE CEILINGS

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SHALL HAVE EXTENDED ARMS OR REMOTE OPERATORS. DAMPERS SPECIFIED

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WITH AIR DEVICES SHALL NOT REPLACE DAMPERS IN BRANCH DUCTWORK.

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CONTROL DAMPERS SHALL BE GALVANIZED STEEL LOW

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LEAKAGE TYPE IN SIZES AND LOCATIONS AS NOTED ON THE DRAWINGS.

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PROVIDE DDC CONTROLLED, MOTORIZED ACTUATORS.

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CONTRACTOR AND/OR MANUFACTURER SHALL VERIFY THAT THE

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CHARACTERISTICS OF THE EQUIPMENT HE SUBMITS FOR REVIEW MEETS THE

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CAPACITY AND DUTY SPECIFIED.

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THE CONTRACTOR SHALL PROVIDE ALL CONTROL

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COMPONENTS, WIRING, INTERLOCKS, ELECTRICAL POWER AND ALL OTHER

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DEVICES REQUIRED TO MAKE ALL HVAC EQUIPMENT INSTALLED UNDER THIS

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PROJECT COMPLETE AND FULLY OPERATIONAL PER THE SEQUENCE OF

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OPERATION AND AS REQUIRED FOR SAFE AND ACCURATE CONTROL.

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THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL

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POWER AND CONTROL WIRING, CONDUIT, JUNCTION BOXES, RACEWAY,

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TRANSFORMERS, RELAYS ANDALL OTHER ELECTRICAL APPURTENANCES

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REQUIRED FOR A COMPLETE AND FULLY OPERATIONAL CONTROL SYSTEM,

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UNLESS OTHERWISE NOTED. THIS INCLUDES ALL POWER WIRING FROM SPARE

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CIRCUIT BREAKERS PROVIDED IN BUILDING EMERGENCY PANELS FOR POWERING

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OF CONTROLS AND CONTROL PANELS AND ALL OTHER CONTROL SYSTEM

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COMPONENTS.

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ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL

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CODE AND APPLICABLE STATE AND LOCAL AMENDMENTS.

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THE CONTRACTOR SHALL PROVIDE AND INSTALL

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ALL HARDWIRED INTERLOCKS BETWEEN STARTERS AS REQUIRED TO ACHIEVE

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THE SEQUENCE OF OPERATION AND PROPER SYSTEM CONTROLS. PROVIDE

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RELAYS AS REQUIRED FOR AUTOMATIC START/STOP OF ALL SINGLE PHASE

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EXHAUST FANS AND INTERLOCK OF AUTOMATIC DAMPERS.

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THE CONTRACTOR SHALL PROVIDE THERMOSTATS

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FOR ALL CONTROLLED EQUIPMENT TO OPERATE AS DESCRIBED IN THE

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SEQUENCE OF OPERATION AND/OR PER MANUFACTURER'S REQUIREMENTS AND

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KNOWN STANDARDS OF GOOD CONTROL PRACTICE. INCLUDE ALL THERMOSTATS

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AS REQUIRED FOR EQUIPMENT TO BE COMPLETE AND FULLY OPERATIONAL

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WHETHER SHOWN SPECIFICALLY ON THE PLANS OR NOT.

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THE CONTRACTOR SHALL WIRE ALL SUPPLY FANS

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OVER 2000 CFM TO THE LOCAL DUCT SMOKE DETECTOR TO SHUT DOWN THE

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SUPPLY FAN ON SMOKE ALARM.

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CONSTRUCT DUCTWORK TO N.F.P.A. 90A AND NFPA 96 STANDARDS. CONFORM

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TO ALL APPLICABLE VA DESIGN REQUIREMENTS.

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SUBMIT COORDINATION DRAWINGS PRIOR TO PURCHASE, FABRICATION, OR

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INSTALLATION OF ANY EQUIPMENT. ANY WORK STARTED OR EQUIPMENT

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PURCHASED PRIOR TO THE REVIEW OF SUBMITTED DRAWINGS IS DONE AT

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THE CONTRACTOR'S RISK. THE CONTRACTOR

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SHALL BE ENTIRELY RESPONSIBLE FOR ALL CHANGES, MODIFICATIONS

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AND/OR EXTRA SERVICES REQUIRED RESULTING FROM THE IMPROPER

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COORDINATION AND/OR IMPROPER SUBMITTAL PROCEDURES.

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IN THE EVENT THAT ANY PART OF THE MECHANICAL DRAWINGS, SPECIFICATIONS

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OR NOTES CONFLICT WITH ANY OTHER: THE MOST STRINGENT REQUIREMENT

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SHALL APPLY, PROVIDING THE GREATEST SAFETY AND/OR AT THE HIGHEST

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COST OF THE CONFLICTING OPTIONS.

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THE CONTRACTOR SHALL PROVIDE AND INSTALL

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ALL HARDWIRED INTERLOCKS BETWEEN STARTERS AS REQUIRED TO ACHIEVE

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THE SEQUENCE OF OPERATION AND PROPER SYSTEM CONTROLS. PROVIDE

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RELAYS AS REQUIRED FOR AUTOMATIC START/STOP OF ALL SINGLE PHASE

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EXHAUST FANS AND INTERLOCK OF AUTOMATIC DAMPERS.

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%%UMECHANICAL SYMBOLS

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%%UMECHANICAL ABBREVIATIONS

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%%UGENERAL MECHANICAL NOTES

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FPB

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VAV

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EF

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RF

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FAN POWER BOX

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VARIABLE AIR VOLUME

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EXHAUST FAN

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RETURN FAN

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AHU

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SF

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AIR HANDLING UNIT

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SUPPLY FAN

AutoCAD SHX Text ALL SUPPLY / RETURN AND FRESH AIR INTAKE DUCTWORK SHALL BE INSULATED WITH 1-1/2" FLEXIBLE GLASS FIBER WITH ALL SERVICE VAPOR BARRIER JACKET, 1-1/2 LBS. PER CU.FT. DENSITY.

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LPS

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LOW PRESSURE STEAM SUPPLY

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LPR

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LOW PRESSURE STEAM RETURN

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1. ALL DEMOLITION OF THE MECHANICAL SYSTEMS AS CALLED FOR ON THE MECHANICAL ALL DEMOLITION OF THE MECHANICAL SYSTEMS AS CALLED FOR ON THE MECHANICAL DEMOLITION DRAWINGS SHALL BE UNDER THE MECHANICAL CONTRACTORS WORK. 2. CLOSE ALL UNUSED PIPE OPENINGS IN WALLS AND FLOORS TO MATCH EXISTING. PROVIDE CLOSE ALL UNUSED PIPE OPENINGS IN WALLS AND FLOORS TO MATCH EXISTING. PROVIDE FIRESTOPPING AT ALL FIRE RATED AND SMOKE RATED ASSEMBLIES. 3. ALL EQUIPMENT, MATERIAL, ETC. THAT IS BEING DEMOLISHED WILL BECOME THE PROPERTY OF ALL EQUIPMENT, MATERIAL, ETC. THAT IS BEING DEMOLISHED WILL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. THE MECHANICAL CONTRACTOR WILL REMOVE ALL SUCH ITEMS FROM THE BUILDING SITE. NO ITEM, WHICH IS BEING REMOVED UNDER THE DEMOLITION CONTRACT, MAY BE REUSED UNDER THE NEW WORK CONTRACT. 4. BEFORE STARTING ANY DEMOLITION ON HVAC EQUIPMENT THAT HAS AN ELECTRICAL BEFORE STARTING ANY DEMOLITION ON HVAC EQUIPMENT THAT HAS AN ELECTRICAL CONNECTION, THE MECHANICAL CONTRACTOR SHALL MEET WITH THE ELECTRICAL CONTRACTOR TO IDENTIFY ALL SUCH EQUIPMENT. THE ELECTRICAL CONTRACTOR WILL DISCONNECT THE POWER TO EACH UNIT, REMOVE CONDUIT, WIRING, DISCONNECT SWITCH AND STARTERS UNDER HIS CONTRACT. MECHANICAL CONTRACTOR WILL REMOVE ALL EQUIPMENT, ELECTRIC TEMPERATURE CONTROL WIRING AND CONDUIT UNDER THIS CONTRACT. 5. DEMOLITION REQUIRES DISCONNECTION AND REMOVAL OF EXISTING CEILING SYSTEMS, LIGHTING DEMOLITION REQUIRES DISCONNECTION AND REMOVAL OF EXISTING CEILING SYSTEMS, LIGHTING FIXTURES AND ELECTRICAL BRANCH CIRCUIT CONDUITS AS WELL AS REMOVAL OF SOME LOW VOLTAGE SYSTEMS INCLUDING, BUT NOT LIMITED TO, FIRE ALARM WIRING, SPEAKER WIRING, DATA WIRING, TELEPHONE WIRING AND SECURITY WIRING.

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%%UMECHANICAL DEMOLITION NOTES

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UH

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UNIT HEATER

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HAC

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HEATING AIR CURTAIN

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HM

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HUMIDIFIER

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LPR

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LOW PRESSURE STEAM RETURN

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LPR

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LOW PRESSURE STEAM RETURN

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CUH

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CABINET UNIT HEATER

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IH

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INTAKE HOOD

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HWP

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HOT WATER PUMP

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HW

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HOT WATER

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%%UGENERAL NOTES - ALL CONTRACTORS

AutoCAD SHX Text DRAWINGS ARE GENERALLY DIAGRAMMATIC. ROUTING OF PIPING, DUCTWORK, CONDUITS, RACEWAYS, ETC, AS SHOWN ON DRAWINGS, DOES NOT INTEND TO SHOW EVERY RISE, DROP, OFFSET, FITTING NOR EVERY STRUCTURAL ELEMENT THAT MAY BE ENCOUNTERED DURING THE INSTALLATION OF THIS WORK. EACH CONTRACTOR SHALL MAKE ANY REQUIRED CHANGES FROM THE GENERAL ROUTING SHOWN ON THESE DRAWINGS, SUCH AS OFFSETS, BENDS OR CHANGES IN ELEVATION DUE TO COORDINATION WITH THE WORK OF OTHER TRADES AND BUILDING CONSTRUCTION. ALL CHANGES SHALL BE MADE WITHOUT ADDITIONAL COST TO THE VA OR DELAY IN COMPLETION DATE OF THE PROJECT.

AutoCAD SHX Text IT IS INTENDED THAT EQUIPMENT SHALL BE LOCATED SYMMETRICALLY WITH THE ARCHITECTURAL ELEMENTS OF THE BUILDING, NOTWITHSTANDING THE FACT THAT LOCATIONS INDICATED BY THESE DRAWINGS MAY BE DISTORTED FOR CLEARNESS OF PRESENTATION.

AutoCAD SHX Text CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES TO COORDINATE THAT SPACES IN WHICH THEIR WORK WILL BE INSTALLED ARE CLEAR OF OBSTRUCTIONS. WORK SHALL BE INSTALLED TO MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITION AT ALL POINTS IN THE BUILDING. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, CONTRACTOR SHALL NOTIFY VA BEFORE PROCEEDING WITH THE INSTALLATION OF THEIR WORK.

AutoCAD SHX Text CONTRACTOR SHALL FURNISH OTHER TRADES ADVANCE INFORMATION AND/OR SHOP DRAWINGS ON LOCATIONS AND SIZES OF PIPING, DUCTWORK, CONDUIT, RACEWAYS, EQUIPMENT, FRAMES, BOXES, SLEEVES AND OPENINGS, ETC. NEEDED FOR THEIR WORK TO PERMIT OTHER TRADES AFFECTED TO INSTALL THEIR WORK PROPERLY AND WITHOUT DELAY.

AutoCAD SHX Text WHERE THERE IS EVIDENCE THAT WORK OF ONE TRADE WILL INTERFERE WITH WORK OF OTHER TRADES, ALL TRADES SHALL MEET ON JOB SITE TO WORK OUT SPACE CONDITIONS AND MAKE SATISFACTORY ADJUSTMENTS TO INSTALLATION OF THE NEW WORK. CONTRACTORS SHALL COORDINATE EXACT LOCATIONS OF ALL DEVICES AND EQUIPMENT WITH FIELD CONDITIONS, SHOP DRAWINGS, AND WORK OF OTHER TRADES PRIOR TO ROUGH-IN. EACH CONTRACTOR SHALL BE RESPONSIBLE, AT THEIR OWN EXPENSE, FOR THE REMOVAL AND REINSTALLATION OF ANY PART OF THEIR WORK IF SAME WAS INSTALLED WITHOUT CONSULTING WITH OTHER TRADES BEFORE INSTALLING THEIR WORK.

AutoCAD SHX Text CONTRACTOR SHALL PROVIDE SLEEVES IN BEAMS, FLOORS, COLUMNS AND WALLS AS SHOWN ON THE DRAWINGS, AS REQUIRED BY JOB SITE CONDITIONS, AND/OR AS SPECIFIED, WHEN INSTALLING THEIR WORK. ALL BEAMS AND COLUMNS WHICH ARE REQUIRED TO BE SLEEVED SHALL BE CUT AND REINFORCED AS REQUIRED BY FIELD CONDITIONS AND LOCATIONS AND SIZES SHALL BE CHECKED AND APPROVED BY ARCHITECT BEFORE CONTRACTOR CUTS ANY STRUCTURAL BUILDING MEMBER.

AutoCAD SHX Text THE SEQUENCE FOR THE INSTALLATION OF ALL WORK SHALL BE COORDINATED BETWEEN ALL CONTRACTORS ON THE PROJECT.

AutoCAD SHX Text CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND STRUCTURAL CONTRACT DRAWINGS (BEFORE SUBMITTING THEIR BIDS) TO FAMILIARIZE THEMSELVES WITH THE EXTENT OF THE GENERAL CONTRACTORS WORK, CEILING HEIGHTS AND CLEARANCE FOR INSTALLING THEIR WORK.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE AND PAY FOR ALL CORING, CUTTING, PATCHING, REPAIRING, REFINISHING AND REMOVAL/REPLACEMENT OF NEW OR EXISTING BUILDING CONSTRUCTION REQUIRED TO ACCOMMODATE THE INSTALLATION OR REMOVAL OF THEIR WORK. ALL PATCHING, REPAIRING AND REFINISHING WORK SHALL BE PERFORMED BY THOSE REGULARLY INVOLVED IN THAT TRADE AND SHALL MATCH THE ADJACENT CONSTRUCTION AS CLOSELY AS POSSIBLE. CARE SHALL BE TAKEN SO AS NOT TO DAMAGE ANY EXISTING BUILDING CONSTRUCTION OR ITEMS THAT ARE TO REMAIN. ANY EXISTING FINISHES THAT ARE DAMAGED DURING THE INSTALLATION OF NEW WORK OR REMOVAL OF EXISTING WORK SHALL BE REPAIRED, REPLACED AND PAID FOR BY THE INSTALLING CONTRACTOR, TO THE SATISFACTION OF THE VA. REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING BUILDING CONSTRUCTION THAT IS TO REMAIN AND, THEREFORE, SUBJECT TO PATCHING, REPAIRING, REFINISHING, AND REMOVAL/ REPLACEMENT.

AutoCAD SHX Text SOME OF THE EXISTING ITEMS AND EQUIPMENT SCHEDULED TO BE REMOVED SHALL BE TURNED OVER TO THE VA. ANY ITEMS THAT THE VA WANTS TO RETAIN SHALL BE REMOVED CAREFULLY SO AS NOT TO DAMAGE THEM. ALL OTHER ITEMS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE SITE.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN CLEAN-UP DURING CONSTRUCTION. IF CONTRACTOR FAILS TO PROVIDE SUCH CLEAN-UP, THE VA WILL DIRECT ANOTHER CONTRACTOR TO PERFORM THE CLEAN-UP AND THE NEGLIGENT CONTRACTOR SHALL PAY THE ASSOCIATED BACK-CHARGES AS DEEMED APPROPRIATE BY THE VA.

AutoCAD SHX Text CONTRACTOR SHALL PROVIDE ALL AUXILIARY SUPPORTING STEEL AS REQUIRED FOR THE SUPPORTING OF THEIR PIPING, DUCTWORK, CONDUIT, TANKS, EQUIPMENT, ETC. ALL SUPPORTING STEEL FOR ITEMS ABOVE A SUSPENDED CEILING SHALL BE FROM BUILDING STRUCTURAL MEMBERS ONLY.

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NOT USED.

AutoCAD SHX Text UNLESS INDICATED OTHERWISE, THE VA MAKES NO REPRESENTATION AS TO WHETHER OR NOT ANY HAZARDOUS OR CONTAMINATED MATERIALS (INCLUDING BUT NOT LIMITED TO ASBESTOS, PCB'S, CONTAMINATED SOILS, ETC.) ARE PRESENT WITHIN THE EXISTING BUILDING OR ON THE SITE. WORK SHOWN ON THE DRAWINGS AND/OR INDICATED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CALL FOR CONTACT WITH ANY OF THESE MATERIALS. IF THESE MATERIALS ARE ENCOUNTERED OR SUSPECTED, THE CONTRACTOR SHALL NOT DISTURB THEM AND SHALL CONTACT THE VA IMMEDIATELY.

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NOT USED

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL THE DIMENSIONS OF THE EQUIPMENT TO VERIFY THAT IT WILL FIT IN THE SPACE SHOWN ON THE DRAWINGS. MINOR DEVIATIONS IN DIMENSIONS WILL BE PERMITTED, PROVIDED THE RATINGS MEET THOSE SHOWN ON THE DRAWINGS AND EQUIPMENT WILL PHYSICALLY FIT INTO THE SPACE ALLOCATED WITH SUITABLE ACCESS AROUND EQUIPMENT FOR OPERATION AND MAINTENANCE ON THE EQUIPMENT.

AutoCAD SHX Text CONTRACTOR AND/OR MANUFACTURER SHALL DOCUMENT HOW THE CHARACTERISTICS OF THE EQUIPMENT HE SUBMITS FOR REVIEW MEETS THE CAPACITY AND DUTY SPECIFIED.

AutoCAD SHX Text WHEN EQUIPMENT IS SUBMITTED FOR REVIEW AND DOES NOT MEET THE PHYSICAL SIZE OR ARRANGEMENT OF THAT SCHEDULED AND SPECIFIED, CONTRACTOR SHALL PAY FOR ALL ALTERATIONS REQUIRED TO ACCOMMODATE SUCH EQUIPMENT AT NO ADDITIONAL COST TO VA. CONTRACTOR WILL ALSO PAY ALL COSTS FOR ADDITIONAL WORK REQUIRED BY OTHER CONTRACTORS, VA, ARCHITECT OR ENGINEER TO MAKE CHANGES WHICH WOULD ALLOW THE EQUIPMENT TO FIT IN THE SPACE AND FUNCTION AS INTENDED.

AutoCAD SHX Text CONTRACTOR SHALL FIELD COORDINATE THE SIZE OF EXISTING OPENINGS, WINDOWS, DOORS, CORRIDORS, ROOMS, ETC. FOR ACCESS OF THE NEW EQUIPMENT INTO OR REMOVAL OF EXISTING EQUIPMENT FROM THE BUILDING. IF OPENINGS ARE TOO SMALL FOR ACCESS THEN CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE NEW OR ENLARGED OPENINGS AND RESTORE SAME TO ORIGINAL SIZE AND CONDITION. CONTRACTOR MAY ELECT TO ORDER THE EQUIPMENT DISASSEMBLED AND/OR WITH SPLIT HOUSING FOR ENTRANCE INTO THE EXISTING SPACE OR BUILDING. CONTRACTOR SHALL REASSEMBLE EQUIPMENT AFTER IT IS IN THE SPACE AT HIS OWN EXPENSE.

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HUMIDIFIER

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AD

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ACCESS DOOR

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MOTORIZED OPERATED DAMPER

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MANUAL SWITCH

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1. ALL MECHANICAL AND LIGHTING SYSTEMS SHALL BE COMMISSIONED IN ACCORDANCE WITH THE ALL MECHANICAL AND LIGHTING SYSTEMS SHALL BE COMMISSIONED IN ACCORDANCE WITH THE INTERNATIONAL ENERGY CONSERVATION CODE (SECTION C 408) ON SYSTEM COMMISSIONING BY AN APPROVED 3RD PARTY AGENCY OR COMMISSIONING AGENT. REFER TO THAT CODE SECTION OF THE VERSION ENFORCED BY THE LOCAL AHJ FOR SPECIFIC REQUIREMENTS, SUMMARIZED BY THE FOLLOWING. 2. THE COMMISSIONING PROCESS WILL INCLUDE COMPLIANCE WITH A COMMISSIONING PLAN, INCLUDING THE COMMISSIONING PROCESS WILL INCLUDE COMPLIANCE WITH A COMMISSIONING PLAN, INCLUDING A DESCRIPTION OF COMMISSIONING ACTIVITIES TO BE COMPLETED, A LIST OF EQUIPMENT TO BE TESTED AND ASSOCIATED TESTS TO BE PERFORMED THAT MUST AT LEAST INCLUDE CALIBRATIONS AND ECONOMIZER CONTROLS, A LIST OF SYSTEM FUNCTIONAL TESTS TO BE PERFORMED AND ASSOCIATED REQUIRED CONDITIONS INCLUDING THOSE THAT WILL AFFIRM HEATING AND COOLING SYSTEM CAPACITIES AND OPERATION, AND A LIST OF MEASURABLE CRITERIA FOR PERFORMANCE. 3. AIR SYSTEM EQUIPMENT SHALL BE BALANCED AFTER DAMPERS ARE ADJUSTED TO MINIMIZING AIR SYSTEM EQUIPMENT SHALL BE BALANCED AFTER DAMPERS ARE ADJUSTED TO MINIMIZING THROTTLING LOSSES BY ADJUSTING FAN SPEED FOR ALL EQUIPMENT HAVING MOTORS GREATER THAN 1HP. 4. HYDRONIC SYSTEMS SHALL BE EQUIPPED WITH MEANS FOR BALANCING AND MEASURING FLOW AND HYDRONIC SYSTEMS SHALL BE EQUIPPED WITH MEANS FOR BALANCING AND MEASURING FLOW AND PRESSURE. SYSTEMS SHALL BE BALANCED AFTER VALVES ARE ADJUSTED TO MINIMIZING THROTTLING LOSSES BY ADJUSTING FAN SPEED FOR ALL EQUIPMENT HAVING MOTORS GREATER THAN 5HP. 5. THE LIGHTING CONTROL SYSTEM SHALL BE TESTED TO CONFIRM ALL HARDWARE AND SOFTWARE ARE THE LIGHTING CONTROL SYSTEM SHALL BE TESTED TO CONFIRM ALL HARDWARE AND SOFTWARE ARE INSTALLED, CALIBRATED AND FUNCTION AS SPECIFIED AND PER THE MANUFACTURER'S RECOMMENDATIONS. THE LOCAL CODE OFFICIAL MAY REQUIRE THAT A SEPARATE 3RD PARTY AGENCY OR COMMISSIONING AGENT CONDUCT THE LIGHTING SYSTEMS FUNCTIONAL TESTING. 6. FUNCTIONAL TESTING SHALL BE CONDUCTED, A PRELIMINARY COMMISSIONING REPORT SHALL BE FUNCTIONAL TESTING SHALL BE CONDUCTED, A PRELIMINARY COMMISSIONING REPORT SHALL BE PREPARED AND SUBMITTED INDICATING THE RESULTS OF THE INITIAL EQUIPMENT TESTING AND FUNCTIONAL TESTING. 7. WITHIN 90 DAYS OF THE OWNER'S RECEIPT OF THE CERTIFICATE OF OCCUPANCY, THE WITHIN 90 DAYS OF THE OWNER'S RECEIPT OF THE CERTIFICATE OF OCCUPANCY, THE COMMISSIONING AGENT SHALL SUBMIT FINAL DRAWINGS, PROJECT MANUALS, O & M MANUALS WITH A NARRATIVE OF EACH SYSTEM'S INTENDED OPERATION, SYSTEM BALANCING REPORTS AND THE FINAL COMMISSIONING REPORT THAT REFLECTS ALL CORRECTIONS MADE THAT WERE INDICATED IN THE PRELIMINARY COMMISSIONING REPORT TO THE OWNER.

%%UCOMMISSIONING NOTES

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Engineers & Architects

221 North LaSalle Street Suite 300 Chicago, IL 60601-1211 Phone: (312) 577-3300

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EMERGENCY ROOM

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GAS CYL.

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STORAGE

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CONFERENCE

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ELECT

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COMM.

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ROOM #5

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ROOM #4

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ROOM #11

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EXAM

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ROOM #12

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NURSE STATION CHART

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LOUNGE

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CORRIDOR

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ON CALL 1491B

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TOIL. 1491A

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ON CALL 1491

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EXAM ROOM #7 1470G

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MEDS 1470H

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EXAM ROOM #8 1470J

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EXAM ROOM #9 1470K

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EXAM ROOM #10 1470L

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SOILED UTILITY 1475

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STAIR #5

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EXAM ROOM #6

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820 S. DAMEN AVE, CHICAGO, IL

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ARCHITECTURE /S/C/MEP/FP

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VA FORM 08-6231

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BLDG 1 - 1ST FLR

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ISSUED FOR BID/PERMIT

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FIRST FLOOR

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DEMOLITION - MECHANICAL

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MH100

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KB

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PJ

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EXISTING DUCTWORK AND GRILLES TO REMAIN.

AutoCAD SHX Text REMOVE DUCTWORK, DIFFUSERS AND GRILLES. CAP THE REMAINING DUCT. REMOVE EXISTING LOUVER AND PREPARE ASSOCIATED DUCTWORK FOR EXTENSION TO LOUVER AT DIFFERENT LOCATION. EXISTING ASSOCIATED MOD TO REMAIN IN PLACE EXISTING AHU AND ASSOCIATED CONTROLS AND DEVICES TO REMAIN.

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AutoCAD SHX Text REMOVE EXISTING OUTDOOR CONDENSING UNIT, PIPING AND CONTROLS. REMOVE POWER FEEDER BACK TO SOURCE.

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DEMOLITION KEY NOTES

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EXISTING HEATING HOT WATER AND CHILLED WATER RISERS TO REMAIN.

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EXISTING LOUVER TO REMAIN.

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EXISTING EXHAUST AIR RISER TO REMAIN.

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AutoCAD SHX Text EXISTING AIR HANDLING UNIT SERVES AREAS NOT IN CONTRACT. ALL AREAS NOT IN CONTRACT SERVED BY EXISTING UNIT MUST BE PROVIDED WITH HEATING, AIR CONDITIONING, CODE REQUIRED VENTILATION AND FILTRATION AT ALL TIMES WHEN OCCUPIED THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR SHALL MAINTAIN THE FUNCTION OF THE EXISTING UNIT AND COORDINATE WITH NEW UNIT INSTALLATION AS REQUIRED TO MEET THE ABOVE REQUIREMENTS. ALL SHUTDOWNS MUST BE COORDINATED WITH AND APPROVED BY THE VA.

MECHANICAL DEMOLITION NOTES 1. REMOVE ALL EQUIPMENT, DUCTWORK AND PIPING AS INDICATED ON THE DRAWINGS. REMOVE ALL EQUIPMENT, DUCTWORK AND PIPING AS INDICATED ON THE DRAWINGS. 1.1. PIPING TO BE REMOVED: REMOVE PORTION OF PIPING INDICATED TO BE PIPING TO BE REMOVED: REMOVE PORTION OF PIPING INDICATED TO BE REMOVED OR THAT IS NOT REQUIRED FOR ANY OTHER BUILDING SYSTEM, AND CAP OR PLUG REMAINING PIPING WITH SAME OR COMPATIBLE PIPING MATERIAL. 1.2. PIPING TO BE ABANDONED IN PLACE: NO PIPING SHALL BE ABANDONED IN PIPING TO BE ABANDONED IN PLACE: NO PIPING SHALL BE ABANDONED IN PLACE. 1.3. DUCTS TO BE REMOVED: REMOVE PORTION OF DUCTS INDICATED TO BE DUCTS TO BE REMOVED: REMOVE PORTION OF DUCTS INDICATED TO BE REMOVED AND PLUG REMAINING DUCTS WITH SAME OR COMPATIBLE DUCTWORK MATERIAL. 1.4. DUCTS TO BE ABANDONED IN PLACE: NO DUCTWORK SHALL BE ABANDONED DUCTS TO BE ABANDONED IN PLACE: NO DUCTWORK SHALL BE ABANDONED IN PLACE. 1.5.