S02 - Exhibit 01a 537-21-101 Construction Drawings IFBC 06072023 U.pdf

REHABILITATE OGDEN ELEVATORS

PROJECT NO.: 537-21-101

CHICAGO, ILLINOIS

JESSE BROWN VA MEDICAL CENTER

DRAWING TITLEDWG

NO.

INDEX OF DRAWINGS

DRAWING TITLEDWG

NO.

BID DOCUMENTS

PROJECT

LOCATION

PROJECT

LOCATION

COVER SHEET

G001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

537-21-101

11B Project Director

06-07-2023 PB SJ/MO/DBRevisions: Date:

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NTS

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AREA MAP

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NTS

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LOCATION MAP

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GENERAL

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MECHANICAL

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ARCHITECTURAL

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PARTIAL FLOOR PLANS

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COVER SHEET

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LEGENDS, ABBREVIATIONS AND NOTES

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PLAN NORTH

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TRUE NORTH

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PLAN NORTH

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TRUE NORTH

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ELECTRICAL

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PARTIAL FLOOR PLANS

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MECHANICAL COVERSHEET

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ELECTRICAL COVERSHEET

AutoCAD SHX Text A103

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PARTIAL FLOOR PLANS

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SK01

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PLANS AND HOISTWAY SECTION - ELEVATOR P6B

AutoCAD SHX Text M100

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NINTH FLOOR - MECHANICAL

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MECHANICAL DETAILS

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FIRE PROTECTION

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FP000

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FIRE PROTECTION COVERSHEET

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FP100

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EIGHTH-NINTH FLOOR FIRE PROTECTION

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PLUMBING

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PLUMBING COVERSHEET

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BASEMENT & FIRST FLOOR - PLUMBING

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PLUMBING DETAILS

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BASEMENT-THIRD DEMOLITION - ELECTRICAL

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FOURTH-SEVENTH FLOOR DEMOLITION - ELECTRICAL

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EIGHTH-NINTH FLOOR DEMOLITION - ELECTRICAL

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BASEMENT-FIFTH - LIGHTING

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SEVENTH-NINTH FLOOR - LIGHTING

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ELECTRICAL DETAILS

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ELECTRICAL RISER DIAGRAM

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ELECTRICAL SCHEDULES

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BASEMENT-FIRST FLOOR - POWER

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EIGHTH-NINTH FLOOR - POWER

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BASEMENT-NINTH FLOOR - SYSTEMS

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ELECTRICAL PANEL SCHEDULES

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MECHANICAL DIAGRAMS

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BUILDING SECTIONS AND EXTERIOR ELEVATIONS

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WALL SECTIONS AND STAIR DETAILS

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PLAN AND SECTION DETAILS

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DOOR & LOUVER DETAILS, DOOR TYPES & DOOR SCHEDULE

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STRUCTURAL

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STRUCTURAL NOTES

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NEW MACHINE ROOM FRAMING PLANS

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STEEL DETAILS

ARCHITECTURAL ABBREVIATIONSARCHITECTURAL GENERAL NOTESGENERAL PROJECT NOTESARCHITECTURAL LEGEND MATERIAL LEGEND

BID DEDUCTIVE ALTERNATE

ROOF

ROOF DRAIN

EXISTING

ELEV. P7B

EXISTING

ELEV. P8B

EXISTING

ELEV. P9B

EXISTING

ELEV. S10B

NEW ELEV. P6B

ROOF

ROOF DRAIN

50'-0"

LEGENDS, ABBREVIATIONS AND

NOTES

G002

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

537-21-101

11B Project Director

06-07-2023 PB SJ/MO/DBRevisions: Date:

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AIR CONDITIONING

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ACOUSTICAL CEILING TILE

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ABOVE FINISH FLOOR

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ALUMINUM

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BATT INSULATION

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BOTTOM OF

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CEMENTITIOUS BACKER BOARD

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COLD-FORMED METAL FRAMING

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CORNER GUARD

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CENTERLINE

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CERAMIC MOSAIC TILE

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CONCRETE MASONRY UNIT

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CASED OPENING

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COMMUNICATION

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CONCRETE

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CONTINUOUS

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CONTRACTING OFFICER'S REPRESENTATIVE

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DIAMETER

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ELECTRICAL

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EQUAL

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EXPOSED STRUCTURE

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EXISTING

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EXPOSED

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FLOOR DRAIN

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FIRE EXTINGUISHER CABINET

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FIRE HOSE CABINET

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FINISHED FLOOR

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FINISH

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FLOOR

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FACE OF

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FIELD VERIFY (PRIOR TO ORDERING OR CUTTING)

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GYPSUM WALL BOARD

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HOLLOW METAL

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HEATING VENTILATION AND AIR-CONDITIONING

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MATERIAL

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MAXIMUM

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MECHANICAL

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MANUFACTURER

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MINIMUM

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MASONRY OPENING

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METAL

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NOT IN CONTRACT

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NOT TO SCALE

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ON CENTER

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OPPOSITE HAND

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PLASTIC LAMINATE

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PRESSURE TREATED

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PAIR

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PAINT

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RESILIENT BASE

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REFRIGERATOR

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REQUIRED

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ROUGH OPENING

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EPOXY PAINT COATING

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SIMILAR

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SPECIAL FACED

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STAINLESS STEEL

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STEEL

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TOP OF STEEL

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TYPICAL

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UNLESS NOTED OTHERWISE

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WOOD

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AC

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ACT

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AFF

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ALUM

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BATT

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BO

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CBB

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CFMF

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CG

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CMT

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CMU

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CO

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COMM

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CONC

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CONT

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COR

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DIA

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ELEC

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EQ

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ES

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EXIST

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EXP

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FD

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FEC

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FHC

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FF

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FIN

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FLR

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FO

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FV

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GWB

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HM

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HVAC

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MATL

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MAX

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MECH

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MFR

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MIN

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MO

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MTL

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NIC

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OC

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OH

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PLAM

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PT

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PR

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RB

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REF

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REQD

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RO

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SC

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SIM

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SP

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SS

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STL

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TOS

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TYP

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UNO

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WD

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SEALED CONCRETE

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SCONC

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PORCELAIN TILE

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PT

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CONTROL JOINT

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CJ

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GALVANIZED METAL STUD(S)

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GMS

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EXPANSION JOINT

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EJ

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REFLECTED CEILING PLAN

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RCP

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DEMOLITION/DEMOLISH

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DEMO

AutoCAD SHX Text A. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO: FACE OF EXISTING WALL SURFACE FACE OF NEW MASONRY FACE OF NEW WALL STUDS TOP OF SLAB TOP OF MASONRY ALIGN NEW WALLS WITH EXISTING WHERE NOT OTHERWISE INDICATED. B. COORDINATE WITH ALL DISCIPLINES DRAWINGS FOR COORDINATE WITH ALL DISCIPLINES DRAWINGS FOR ADDITIONAL REQUIREMENTS. COORDINATE DUCT, CONDUIT, AND PIPE OPENINGS IN SLABS, ROOF, AND WALLS. COORDINATE DUCT, CONDUIT, AND PIPE ROUTING ABOVE CEILINGS. WHERE NEW HOLES IN EXISTING WALLS AND SLABS ARE CREATED FOR CONDUIT, DUCT, OR PIPE PENETRATIONS COORDINATE SIZE AND LOCATION OF SUCH WORK WITH INSTALLERS OF SUCH CONDUIT, PIPE, DUCT, AND EQUIPMENT. PATCH HOLES CAUSED BY THE REMOVAL OF EQUIPMENT, PIPING, CONDUIT, DUCT, GRILLES, ETC. WITH MATERIALS MATCHING EXISTING SLAB OR WALL IN STRUCTURE, MATERIAL, THICKNESS, ALIGNMENT, GRADES, AND QUALITY. C. COORDINATE AND PROVIDE SOLID FIRE RETARDANT TREATED COORDINATE AND PROVIDE SOLID FIRE RETARDANT TREATED WOOD BLOCKING OR METAL BACKER PLATE FOR WALL MOUNTED ACCESSORIES BETWEEN STUDS. COORDINATE LOCATIONS WITH COR FOR GOVERNMENT FURNISHED EQUIPMENT. D. `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, `PROVIDE' IS DEFINED AS PROVIDING MATERIALS, DELIVERY, STORAGE, HANDLING, INSTALLATION, ADJUSTMENT, AND CLEANING FOR THE ITEM INDICATED. E. SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, SMOKE SEAL PIPE PENETRATIONS THROUGH SLABS, MASONRY, SMOKE RATED PARTITIONS AND FIRE-RATED PARTITIONS WITH THE APPROPRIATE FIRESTOP TO MAINTAIN THE RATING OF THE WALL OR SLAB. SUBMIT CUT SHEETS AND SPECIFICATIONS TO THE COR FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE UL LISTED ASSEMBLIES SIMILAR TO DETAILS THIS SHEET. ASSUME 2-HR FIRE RATING FOR FLOOR PENETRATIONS. F. COORDINATE CONTRACTOR DUMPSTER LOCATION WITH COORDINATE CONTRACTOR DUMPSTER LOCATION WITH GOVERNMENT. DUMPSTER LOCATION TO BE IDENTIFIED PRIOR TO BIDDING. G. SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT SKIM COAT ALL DAMAGED EXISTING WALL SURFACES THAT REQUIRE PAINTING. H. REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED REMOVED MATERIALS WHICH ARE INDICATED TO BE TURNED OVER TO THE COR SHALL BE DELIVERED BY THE CONTRACTOR TO A PLACE INDICATED BY THE COR. I. REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE REMOVE COMPLETELY ALL MATERIALS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR NEW CONSTRUCTION. EDGES AND FACES OF DEMOLISHED AREAS SHALL BE REPAIRED TO ACCEPT NEAT INSTALLATION OF NEW CONSTRUCTION OR FINISHES. WHERE EXISTING MATERIALS ARE TO BE REPLACED (WALLS, INSULATION, FLOORING, ETC.) EXISTING MATERIALS, ADHESIVES, ETC. SHALL BE REMOVED AND EXPOSED SURFACES SHALL BE PREPARED AS RECOMMENDED BY MANUFACTURER PRIOR TO INSTALLATION OF NEW MATERIALS. J. PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN PREVENT DAMAGE TO MATERIALS AND FINISHES TO REMAIN (PAINT, BASE, FLOORING, CEILINGS, ETC.). REPAIR DAMAGES FROM CONSTRUCTION ACTIVITIES TO EXISTING ITEMS TO REMAIN AT NO ADDITIONAL COST TO THE GOVERNMENT. WHERE SUCH EXPOSED MATERIALS OR FINISHES TO REMAIN ARE DAMAGED OR LEFT WITH HOLES BY CONSTRUCTION ACTIVITIES, REPAIR, REPLACE, OR INFILL SUCH MATERIALS AND FINISHES TO MATCH EXISTING IN MATERIAL, SIZE, ALIGNMENT, FINISH, COLOR, TEXTURE, AND QUALITY. EXTEND NEW FINISHES TO LOGICAL EDGES (CHANGE OF MATERIAL OR CORNERS). ALL SHALL BE REPLACED OR REPAIRED TO MATCH OR EXCEED THE QUALITY THAT EXISTED BEFORE DAMAGE. K. AS A GENERAL RULE, SHADED AND/OR HATCHED AREAS AS A GENERAL RULE, SHADED AND/OR HATCHED AREAS WITHIN THE CONSTRUCTION DRAWINGS REFLECT EXISTING CONSTRUCTION TO REMAIN. L. SET ALL MTL STUD WALLS IN A FULL BED OF SEALANT.SET ALL MTL STUD WALLS IN A FULL BED OF SEALANT.

AutoCAD SHX Text A. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY MATERIALS OR EQUIPMENT UNTIL SUBMITTALS FOR SUCH HAVE BEEN APPROVED. B. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING I.D. BADGES FOR EACH MEMBER OF HIS WORK FORCE. VALID FORMS OF I.D. ARE REQUIRED TO RECEIVE BADGES. COORDINATE WITH COR. C. THE CONTRACTOR AT HIS EXPENSE WILL BE RESPONSIBLE THE CONTRACTOR AT HIS EXPENSE WILL BE RESPONSIBLE FOR TRAINING EACH MEMBER OF HIS WORK FORCE ON VA POLICIES FOR ON-SITE WORK BEFORE ANY MEMBER WILL BE ALLOWED TO PERFORM WORK ON VA PREMISES. BACKGROUND CHECKS WILL BE REQUIRED ON ALL EMPLOYEES AND ALL EMPLOYEES MUST ACQUIRE BADGES IN ACCORDANCE WITH VA POLICE DEPT. AND THE VA. D. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO CONSTRUCTION SMOKE, DUST, AND DEBRIS SHALL BE SUITABLY PROTECTED TO PREVENT ACCIDENTAL ALARM. ALL SUCH ACTION MUST BE FIRST COORDINATED AND CLEARED WITH COR. ALL FIRE ALARM DEVICES SHALL BE ACTIVE WHENEVER CONTRACTOR'S FORCES ARE NOT PRESENT IN WORK AREA. E. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. EXISTING CONDITIONS ARE BASED ON GOVERNMENT FURNISHED EXISTING DRAWINGS AND LIMITED FIELD INVESTIGATION. NOTIFY COR OF ANY DISCREPANCIES. F. ALL FINISH COLORS TO BE SELECTED BY COR FROM FULL ALL FINISH COLORS TO BE SELECTED BY COR FROM FULL RANGE OF MANUFACTURE'S SELECTIONS WHERE NOT OTHERWISE INDICATED. G. OPEN EXISTING DRYWALL AS NECESSARY TO INSTALL NEW OPEN EXISTING DRYWALL AS NECESSARY TO INSTALL NEW DUCTS, PLUMBING AND ELECTRICAL DEVICES. RECONSTRUCT WALL AND FINISH TO MATCH EXISTING. PAINT FULL WIDTH AND HEIGHT OF WALL SURFACES. H. IF NEW FLOOR PENETRATIONS (CORES) ARE REQUIRED, IF NEW FLOOR PENETRATIONS (CORES) ARE REQUIRED, LOCATE EXISTING SLAB REINFORCING THROUGH NON-DESTRUCTIVE MEANS PRIOR TO INSTALLING NEW PENETRATIONS. DO NOT CUT EXISTING REINFORCING OF SLAB DURING PENETRATION INSTALLATION. VA SHALL APPROVE PRIOR TO ANY NEW SLAB PENETRATION.

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SOLID SURFACE MATERIAL

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SSM

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AutoCAD SHX Text + 0'-6"

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FIRE EXTINGUISHER CABINET

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ROOM NAME AND NUMBER

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DOOR NUMBER

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KEY NOTE

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WINDOW TYPE/LOUVER TYPE

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PARTITION TYPE

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DETAIL CALLOUT

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DETAIL NUMBER

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SHEET WHERE DETAIL IS DRAWN

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SECTION CALLOUT

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VERTICAL ELEVATION

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COLUMN CENTERLINE DESIGNATION

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DEMOLITION NOTE

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SECTION NUMBER

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SHEET WHERE SECTION IS DRAWN

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EXTERIOR ELEVATION CALLOUT

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ELEVATION NUMBER

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SHEET WHERE ELEVATION IS DRAWN

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ROOM

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NAME

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AutoCAD SHX Text A401

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AutoCAD SHX Text A301

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INTERIOR ELEVATION CALLOUT

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ELEVATION NUMBER

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SHEET WHERE ELEVATION IS DRAWN

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GA4

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TOILET ACCESSORY TYPE

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EARTH

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GRAVEL

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CONCRETE

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MORTAR, STUCCO CEMENT PLASTER

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CONCRETE MASONRY UNIT (CMU)

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SECTION

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PLAN

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STEEL

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INSULATION RIGID

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INSULATION BATT

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BRICK

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WOOD (ROUGH)

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WOOD FINISH

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ALUMINUM COMPOSITE METAL PANEL SYSTEM (ACM)

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DOWNSPOUT

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DS

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MODIFIED BITUMEN

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MOD BIT

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BOARD

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BD

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INSULATION

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INSUL

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HORIZONTAL

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HORIZ

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MACHINE

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MACH

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BUILDING

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BLDG

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FIRE-RATED TREATED WOOD

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FRTW

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TOP OF

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TO

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FIRE PROTECTION

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FP

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STRUCTURE/STRUCTURAL

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STRUCT

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CONSTRUCTION

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CONSTR

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TERMINATION

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TERM

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JOINT(S)

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JT(S)

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BEAM(S)

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BM(S)

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EXTERIOR

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EXT

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BLOCKING

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BLKG

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HEADER

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HDR

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THRESHOLD

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T'HOLD

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DRAWING(S)

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DWG(S)

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COORDINATE

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COORD

AutoCAD SHX Text I. ALTERNATE NO. 1: BASE BID EXCEPT OMIT WORK FOR ALTERNATE NO. 1: BASE BID EXCEPT OMIT WORK FOR INSTALLING NEW ELEVATOR P-6B.

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HIGH FLR SLAB EL. 113'-11 "14"

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LOW FLR SLAB EL. 112'-6 "34"

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HIGH FLR SLAB EL. 113'-11 "14"

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NEW RTU-1 ON EXIST ROOF: REFER TO MECH DWGS

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AutoCAD SHX Text 1/8" = 1'-0"

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LIFE SAFETY PLAN

TRAVEL PATH AND DISTANCE

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

11B

STRUCTURAL NOTES REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

S001

537-21-101

06-07-2023

BID DOCUMENTS

DCASLW

NEW ELEV. P6B NEW ELEV. P6B

F

19 20 21 22 23

G

H

I

J

HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4

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E- W12X16

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REF

13' - 4"

REF

13' - 4"

REF

13' - 4"

REF

18' - 0"

R E

F

6'

/2

R E

F

/2

R E

F

R E

F

/2

R E

F

9'

4"

S501

F.5

F.6

8"

S101

TRANSFORMER

AUTOMATIC

TRANSFER SWITCH

RTU ROOF, SEE

MECHANICAL

PLAN

NORTH

TRUE

NORTH

1. EXISTING FINISH FLOOR ELEVATION +114'-1 1/2" UNO

2. E-WxXX DENOTES EXISTING BEAM

3. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE

PROOFING

4. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD

VERIFY

5. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

DENOTES EXISTING BEAM

DENOTES EXISTING CONCRETE BEAM

F

19 20 21 22

G

H

I

J

W 8X

W12X19

W12X19

W 8X

W12X19

W

X

W12X19

W

X

W

X

E O

D

5/

8"

1.5B 22

ROOF DECK

REF

13' - 4"

REF

13' - 4"

REF

13' - 4"

R E

F

6'

/2

R E

F

/2

R E

F

R E

F

/2

EQ EQ EQ EQ EQ EQ

W 8X

W 8X

EOD

3"

EOD

3"

F.5

F.6

R E

F

9'

4"

8"

E O

D

3"

S501

S501

S101

TYP.

S501

S501

S501

S501

TYP.

S501

TYP.

W8x10

BEAM

EDGE OF DECK

DENOTES DECK SPAN DIRECTION

DENOTES VERTICAL BRACE

1. T/STL. +123'- 1 1/2" = +9'-0" ABOVE EXISTING SLAB TYP. UNO

2. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE

PROOFING

3. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL

FIELD VERIFY

4. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR

TO SUBMISSION OF SHOP DRAWINGS

PLAN

NORTH

TRUE

NORTH

LSV LONG SIDE VERTICAL

MAX. MAXIMUM

MIN. MINIMUM

NF NEAR FACE

OC ON CENTER

OFW OUTSIDE FACE OF WALL

PAF POWDER ACTUATED FASTENER

PDF POWDER DRIVEN FASTENER

PJF PREMOLDED JOINT FILLER

PLF POUNDS PER LINEAR FOOT

REF REFERENCE

REQ'D REQUIRED

STD STANDARD

T&B TOP AND BOTTOM

T/STL TOP OF STEEL

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

WWR WELDED WIRE REINFORCEMENT

STRUCTURAL DRAWING ABBREVIATIONS:

BOT BOTTOM

B/STL BOTTOM OF STEEL

CONN CONNECTION

DIA. DIAMETER

DIAG DIAGONAL

EA EACH

EF EACH FACE

EL ELEVATION

EMBED EMBEDMENT

EOD EDGE OF DECK

EOS EDGE OF SLAB

EW EACH WAY

FOB FACE OF BRICK

FF FAR FACE

FP FACE OF PANEL

HORIZ HORIZONTAL

IFW INSIDE FACE OF WALL

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUT

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

PROJECT AREA

11A 11B

13' - 4"

S501

S501

HSS4X4X1/4

H S

S 4X

4X 1/

H S

S 4X

4X 1/

W12X19

EXISTING

FLOOR DECK

COLUMN

CONNECTION TYP

T/ STL

SEE PLAN

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

11B

NEW MACHINE ROOM

FRAMING PLANS

REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

S101

537-21-101

06-07-2023

BID DOCUMENTS

DCASLW

3/16" = 1'-0"S101

1 NEW MACHINE ROOM FLOOR FRAMING PLAN

NEW MACHINE ROOM

FLOOR FRAMING PLAN NOTES

NEW MACHINE ROOM

FLOOR FRAMING PLAN LEGEND

3/16" = 1'-0"S101

2 NEW MACHINE ROOM ROOF FRAMING PLAN

NEW MACHINE ROOM

ROOF FRAMING PLAN LEGENED

NEW MACHINE ROOM

ROOF FRAMING PLAN NOTES

Scale: 3/16"=1'-0"

4' 8' 16'2'

Scale: 3/16"=1'-0"

4' 8' 16'2'

KEY PLAN

3/8" = 1'-0"S101

3 BRACE ELEVATION ALONG GRID LINE F.6

REF

6"

REF

2"

8" GROUT BASE PLATE TO

ACQUIRE LEVEL BEARING

NEW STEEL

COLUMN, SEE PLAN

EXISTING

SLAB

EXISTING STEEL

BEAM

EXISTING STEEL

COLUMN

EXISTING

STEEL BEAM

L3x3x3/8x2'-0" LONG

1/2" dia. THRU

BOLTS TYP.

1 1/2" 5" 1 1/2"

FILL HOLES WITH

EPOXY GROUT ONCE

ANCHOR IS INSTALLED

EXISTING

METAL DECK

EXISTING

CONCRETE

DOUBLE NUT, TYP

F.6F.5 8"

1" 1"

A A

3/16

TYP.

CHIP CONCRETE

AS REQUIRED

STEEL COLUMN,

SEE PLAN

5/16

13/16'' DIA. HOLE FOR 1/2"

THROUGH BOLTS

5/8" THICK BASE

PLATE, U.N.O.

CL

CL

NOTE:

USE 1/2" Ø THROUGH BOLTS,

TYP. U.N.O.

4"

1 1/2" 10" 1 1/2"

1/

2"

1/ 2"

5"

6 1/2"

R 1/ 2"

TYP

1/2" TYP

T O

N E

A R

E S

T 1/

4" k

R O

U N

D E

D U

P bf

T O

N E

A R

E S

T 1/

4" k, R O

U N

D E

D U

P

ROUND UP TO NEAREST 1/4"

(b /2 + 1/2") f

1/4'' CAP PLATE AT

TOP OF COLUMN

STEEL COLUMN,

SEE PLAN

3/8"x4"x9" PLATE

3/16

3/4'' DIA.

A325 BOLTS

1/2"

3" 3"

T/ STL

SEE PLAN

CL

1/8

1/

2"

1/ 2"

2L4x3x3/8 LLO

3/4''DIA. A325 BOLTS

BEAM,

SEE PLAN

WIDE FLANGE,

SEE PLAN

T/ STL

SEE PLAN

BEAM, SEE PLAN

2 1/2" 1 1/2"1/2"

2L4x3x3/8 LLO

1/

2"

3" 3"

1/

2"3/16

+1/2" RTN

T&B TYP.

COPE BEAM AS

REQUIRED

CL

1/4'' CAP PLATE AT TOP

OF COLUMN

HSS COLUMN,

SEE PLAN

3/8"x9" PL. TYP

3/4'' DIA. ASTM A-325

BOLTS TYP.

1/8''

1/2"

3" 3"

T/ STL

SEE PLAN

CL

2 1/2"

BEAM,

SEE PLAN BEAM,

SEE PLAN

3/16

TYP.

4"

CL

F.5

F.6

1" 1"

8"

EXIST. STEEL

COLUMN BELOW

FLANGE EDGE

EXIST. STEEL

BEAM BELOW

1/

2" 5"

1/

2"

1 1/2"

3" 4" 3"

1 1/2"

EXIST. STEEL

BEAM BELOW

BASE PLATE,

SEE 1/S501

HSS COLUMN,

SEE PLAN

1/2"

CL

BEAM,

SEE PLAN

STEEL DECK,

SEE PLAN

+9'-0"

3/16

L3x3x1/4xCONT.

SEE PLAN

EOD

3/16 2@12''

PARAPET STUD SAME AS

WALL STUD BELOW.

C4x5.4AT 4'-0" O.C. AND 2'-0"

FROM ENDS

(2)#10-16 SCREWS AT 1'-6" MAX.

TRACK TOP AND

BOTTOM

LIGHT GAUGE STUDS

S E

E A

R C

H

SEE TYPICAL

CONNECTION

DETAILS

BEAM,SEE PLAN

HSS COLUMN,

SEE PLAN

BEAM

BRACE

W.P.

3/8" GUSSET PL.

ERECTION BOLT

SLOT TUBE FOR CONNECTION

TO GUSSET PL.

HSS BRACE,

SEE BRACED FRAME

ELEVATIONS

T/ STL

SEE PLAN

CL

SEE TYPICAL

CONNECTION DETAILS

1/4" CAP PLATE AT

TOP OF COLUMN

1/4

1/8

TYP

1/4 4"

EA. SIDE

HSS COLUMN,

SEE PLAN

3/8" GUSSET PL.

WORK POINT

BRACE

FLOOR

SEE PLAN

CL

HSS, SEE

3/S101

SLOT TUBE FOR CONNECTION

TO GUSSET PLATE

ERECTION BOLT (AT

CONTRACTOR'S OPTION)

1/4 4" MIN.

1/4 4" MIN.

TYP.

1/4 4" MIN

S501

NOTE:

USE 1/2" Ø THROUGH BOLTS,

TYP. U.N.O.

STEEL COLUMN,

SEE PLAN

13/16'' DIA. HOLE FOR 1/2"

THROUGH BOLTS

5/8" THICK BASE

PLATE, U.N.O.

CL

CL

4"

1 1/2"10 1/2"1 1/2"

1/

2"

1/ 2"

5"

7"

5/16

1/2" GUSSET PL.

SEE PLAN

EOD

L3x3x1/4x CONT.

3/16 2@12''

ROOF DECK

CL

1/

2" 3"

3"

1/ 2"

1/2"

EOD

2 5/8"

BEAM, SEE

PLAN WT6x20x0'-9" LONG

1/

2"

6"

1/

2"

(2) 1/2" DIA. x 2 3/4" EMBED

ADHESIVE ANCHORS IN EA SIDE

OF WT. PROVIDE 4" BETWEEN

ANCHOR GROUPS

EXISTING CONCRETE

COLUMN

L3"x3"x1/4 CONT.

3/16

+1/2" RTN

EA ANGLE

STEEL DECK,

SEE PLAN

SEE

PLAN

3/4"DIA. ASTM

A325 BOLTS TYP.

(2) L4x3x3/8" LLO

3/16

NOTE:

DO NOT DAMAGE EXISTING COLUMN

REINFORCING DURING ANCHOR INSTALLATION.

CONTRACTOR SHALL LOCATE EXISTING REBAR

THROUGH NON -DESTRUCTIVE MEANS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

EXISTING BRICK

A

A

GALV. L4x3x3/8 LLV

SHELF ANGLE

1/2"

FILL VOID AS REQUIRED,

SEE ARCH

6"6"

2"

EXISTING

BRICK FACE

NEW STEEL

BEAM, SEE

PLAN

L4x3 GALV.

SHELF ANGLE

4" 4"

2"2" 4"

2"

NEW WT6

2L4x3x3/8 LLO

3/4''DIA. A325 BOLTS

BEAM,

SEE PLAN

WIDE FLANGE,

SEE PLAN

T/ STL

SEE PLAN

1/

2"

3"

1/

2"

3/16

+1/2" RTN

T&B TYP.

COPE BEAM AS

REQUIRED

CL

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

11B

STEEL DETAILS REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

S501

537-21-101

06-07-2023

BID DOCUMENTS

DCASLW

1 1/2" = 1'-0"S501

7 COLUMN ANCHOR DETAIL

3" = 1'-0"S501

1 BASE PLATE DETAIL

3" = 1'-0"S501

3 TYPICAL COPE DETAIL

1 1/2" = 1'-0"S501

TYPICAL WIDE FLANGE BEAM

TO HSS COLUMN CONNECTION

1 1/2" = 1'-0"S501

5 TYPICAL WF TO WF CONNECTION

1 1/2" = 1'-0"S501

TYPICAL WIDE FLANGE

BEAM TO HSS COLUMN CONNECTION

SECTION A-A

1 1/2" = 1'-0"S501

9 SECTION

1 1/2" = 1'-0"S501

11 TYPICAL SINGLE BRACE CONNECTION DETAIL

1" = 1'-0"S501

TYPICAL SINGLE BRACE

CONNECTION DETAIL AT BASE PLATE (HSS)

3" = 1'-0"S501

2 BRACE BASE PLATE DETAIL

1 1/2" = 1'-0"S501

10 PARALLEL DECK EDGE DETAIL

1 1/2" = 1'-0"S501

8 SECTION A-A

1 1/2" = 1'-0"S501

13 CONNECTION DETAIL

RAMP UP

TO DOOR

METAL LADDER

UP

PIPE BASEMENT

B300

B330

OGDEN

ELEVATOR

STAIR

NO 7

MECH RM

SVC RM

B340

B300A

ELEVATOR

P-8B

ELEVATOR

P-9B

ELEVATOR

S-10B

ELEVATOR

P-7B

ELEVATOR

P-6B

13E5

ELECTRICA

13E4

PNEUMATIC

TUBE

CORRIDOR

C1301

CORRIDOR

CORRIDOR

C1305

CORRIDOR

C1303

MALE REST RM

CORRIDOR

C1304

SOILED UTILITY RM

SUPV

OFFICE

1345A

HAC

ELEVATOR

P-7B

STAIR

NO 7

TEL PHONE/

DATA RM

13T1

WOMENS

TOILET

ELEVATOR

P-8B

ELEVATOR

P-9B

ELEVATOR

S-10B

HAC

PUR

M

CORRIDOR

LECTRICAL

13E2

ELECTRICAL

STORAGE

FIRE

CLOSET

PATHOLOGY

LAB

PHONE

CLOSET

1361A

ELEVATOR

P-6B

SURGY CLINIC

PLATE

COVER

TO ACCESS

WOMENS HEALTH

CLINIC

ELECTRIC

23E3

ELECTRI

ELECTRIC

23E4ELECTRICAL

23E1 MENS

TOILET

WOMENS

TOILET

CORRIDOR

C2304

CORRIDOR

C2303

HAC

23E2

STAIR

NO 7

HAC

EXAM RM-1

WAITING

RECEPTION

T

COPY

RM

WOMENS

TOILET

ELEVATOR

P-8B

ELEVATOR

P-9B

ELEVATOR

S-10B

ELEVATOR

P-7B

SEXUAL HEALTH

STORAGE/

HAC

PORT

ANT

FIRE

CLOSETELEVATOR

P-6B

KEY PLAN

N.T.S.

PLAN GENERAL NOTES

PLAN KEY NOTES

PLAN LEGEND

DEMOLITION KEY NOTES

UP

METAL DOOR

WOMENS

TOILET

STORAGE

ELECTRICAL

33E3

ELECTRICAL

33E2

PHONE

3348ELECTRICAL

33E1

CORRIDOR

C3302

CORRIDOR

C3301

HAC

FITTING RM

STAIR

NO 7 MENS TOILET

HOME

OXYGEN

PROG

PROSTHETIC

OFFICE

PROSTHETIC

REPRESENTATIVE

OFFICE

PROGR

SUPPO

GE

FEC

VESTIBULE

PROSTHETICS WAITING

AREA

ELEVATOR

P-8B

ELEVATOR

P-9B

ELEVATOR

S-10B

ELEVATOR

P-7B

ELEVATOR

P-6B

PIPE BASEMENT PLAN KEY NOTES

PARTIAL FLOOR PLANS

A101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

537-21-101

11B Project Director

06-07-2023 PB SJ/MO/DBRevisions: Date:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text A101

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL PIPE BASEMENT PLAN

AutoCAD SHX Text

SUMP PUMP: REFER TO SHEET P100

AutoCAD SHX Text

SUMP PUMP: REFER TO SHEET P100

AutoCAD SHX Text

SUMP PUMP: REFER TO SHEET P100

AutoCAD SHX Text A101

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL FIRST FLOOR PLAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F.6

AutoCAD SHX Text F.5

AutoCAD SHX Text A101

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL SECOND FLOOR PLAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F.6

AutoCAD SHX Text F.5

AutoCAD SHX Text 0'

AutoCAD SHX Text

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

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 12'

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text 11A

AutoCAD SHX Text 11B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT AREA

AutoCAD SHX Text

EXISTING CONSTRUCTION TO REMAIN

AutoCAD SHX Text

NEW CONSTRUCTION

AutoCAD SHX Text A. AT ALL EXISTING AND NEW ELEVATORS, AND AT EVERY FLOOR, PROVIDE NEW AT ALL EXISTING AND NEW ELEVATORS, AND AT EVERY FLOOR, PROVIDE NEW ELEVATOR FRAME PROTECTIVE COVERS AT LEFT AND RIGHT JAMB FRAMES. B. REFER TO SHEET SKO1 FOR ELEVATOR PLANS, SECTIONS, DETAILS, ETC.REFER TO SHEET SKO1 FOR ELEVATOR PLANS, SECTIONS, DETAILS, ETC.

AutoCAD SHX Text PROVIDE A NEW ELEVATOR IN ELEVATOR SHAFT INDICATED. REFER TO SHEET SK01 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text TEMPORARY CONSTRUCTION DUST PARTITION AND ACCESS: BASIS OF DESIGN: STARC SYSTEMS, "FIREBLOCKWALL", BRUNSWICK, ME. 844.596.1784 NOTE: NO INTERRUPTION OF EXIST CEILINGS IS PERMITTED.

AutoCAD SHX Text

EXISTING ELEVATOR DOORS AND FRAME TO REMAIN.

AutoCAD SHX Text

DEMOLISH EXISTING WALL CONSTRUCTION WITHIN EXISTING DOOR FRAME.

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING 2-HR WALL CONSTRUCTION

AutoCAD SHX Text A101

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL THIRD FLOOR PLAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F.6

AutoCAD SHX Text F.5

AutoCAD SHX Text PROVIDE A NEW ELEVATOR IN ELEVATOR SHAFT INDICATED. REFER TO SHEET SK01 FOR ADDITIONAL INFORMATION.

PROVIDE TROWELED ON CEMENTITIOUS WATERPROOFING AT ALL WALLS AND FLOORS IN ALL EXISTING ELEVATOR PITS UP TO LEVEL 1 FLOOR LINE. BASIS OF DESIGN: SIKATOP 107 SEAL ID OR EQUAL.

KEY PLAN

N.T.S.

PLAN GENERAL NOTES

PLAN KEY NOTES

PLAN LEGEND

DEMOLITION KEY NOTES

IRM OFFI

PHONE

ELECTRICAL

CLOSET

43E2

ELECTRICAL

43E3

ELECTRICAL

43E1 FIRE

CLOSET

CORRIDOR

C4302

CORRIDOR

C4303

IRM OFFICE

MENS TOILET

CORRIDOR

C4301

OFFICE

RECEPTION

OFFICE

HAC

4374MENS TOILET

WOMENS TOILET

WAITING

FILE

ORAGE

AREA

RAGE

4328 COMMON RM

HAC

4327 STAIR

NO 7

OFFICE

4354OFFICE

OFFICE

4349OFFICE

EXAM RM

WOMENS

TOILET

ELEVATOR

P-8B

ELEVATOR

P-9B

ELEVATOR

S-10B

ELEVATOR

P-7B

ELEVATOR

P-6B

CHARTING

OFFICE RM

ELEC

53E1

ELECTRICAL

53E2

CORRIDOR

C5303

WAITING AREA

TEL

WOMENS

TOILET

IMAGING

EXAM RM

5374B

NURSE

INTAKE-15

CORRIDOR

C5302

STAIR

NO 7

OPHTH

IMAGING

IMAGING

EXAM RM

5374A

CORRIDOR

C5301

CHIEF

BREAK

5352RECEPTION

N

MENS

TOILET

STAFF

TOILET

HAC

EYE

LASER

E

AGE

4A

ELEVATOR

P-8B

ELEVATOR

P-9B

ELEVATOR

S-10B

ELEVATOR

P-7B

ELEVATOR

P-6B

OUTPATIENT PSYCHIATRY

ELECTRICAL

63E1

ELECTRICAL

63E2

PHONE

CORRIDOR

C6303

CORRIDOR

C6302

MENS

TOILET

WOMENS

TOILET

HAC

PSY

OFFICE

PGM SUPPORT

ASST OFFICE

PSY

OFFICE

SOCIAL

WORK

PSY

OFFICE

NG

HAC

WOMENS

TOILET

MENS

TOILET

STAIR

NO-7

OFFICE

6223A

FEC

UNISEX

STAFF

TOILET

ELEVATOR

P-8B

ELEVATOR

P-9B

ELEVATOR

S-10B

ELEVATOR

P-7B

ELEVATOR

P-6B

ELECTRICALWOMENS

TOILET

73E2

73E1

TEL

HAC

CORRIDOR

C7304

OFFICE

MENS TOILET

CORRIDOR

C7302

CORRIDOR

C7301 STERILIZER RM

LOUNGE

NIMAL

ARD

ANIMAL

WARD

SUPERVISOR

PROCEDURAL

LAB

ANIMAL

TECH

MANAGER/

COORDINATOR

CLEAN CAGE

DDING

STAIR

NO 7

HAC

ELEVATOR

P-8B

ELEVATOR

P-9B

ELEVATOR

S-10B

ELEVATOR

P-7B

ELEVATOR

P-6B

PARTIAL FLOOR PLANS

A102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

537-21-101

11B Project Director

06-07-2023 PB SJ/MO/DBRevisions: Date:

AutoCAD SHX Text 0'

AutoCAD SHX Text

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

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 12'

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text 11A

AutoCAD SHX Text 11B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT AREA

AutoCAD SHX Text

EXISTING CONSTRUCTION TO REMAIN

AutoCAD SHX Text

NEW CONSTRUCTION

AutoCAD SHX Text A. AT ALL EXISTING AND NEW ELEVATORS, AND AT EVERY FLOOR, PROVIDE NEW AT ALL EXISTING AND NEW ELEVATORS, AND AT EVERY FLOOR, PROVIDE NEW ELEVATOR FRAME PROTECTIVE COVERS AT LEFT AND RIGHT JAMB FRAMES. B. REFER TO SHEET SKO1 FOR ELEVATOR PLANS, SECTIONS, DETAILS, ETC.REFER TO SHEET SKO1 FOR ELEVATOR PLANS, SECTIONS, DETAILS, ETC.

AutoCAD SHX Text PROVIDE A NEW ELEVATOR IN ELEVATOR SHAFT INDICATED. REFER TO SHEET SK01 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text TEMPORARY CONSTRUCTION DUST PARTITION AND ACCESS: BASIS OF DESIGN: STARC SYSTEMS, "FIREBLOCKWALL", BRUNSWICK, ME. 844.596.1784 NOTE: NO INTERRUPTION OF EXIST CEILINGS IS PERMITTED.

AutoCAD SHX Text

EXISTING ELEVATOR DOORS AND FRAME TO REMAIN.

AutoCAD SHX Text

DEMOLISH EXISTING WALL CONSTRUCTION WITHIN EXISTING DOOR FRAME.

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING 2-HR WALL CONSTRUCTION

AutoCAD SHX Text A102

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL FOURTH FLOOR PLAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F.6

AutoCAD SHX Text F.5

AutoCAD SHX Text A102

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL FIFTH FLOOR PLAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F.6

AutoCAD SHX Text F.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text A102

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL SIXTH FLOOR PLAN

AutoCAD SHX Text F.6

AutoCAD SHX Text F.5

AutoCAD SHX Text A102

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL SEVENTH FLOOR PLAN

AutoCAD SHX Text

FEC

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F.6

F.5

8 FLOOR ROOF

P300

MECH RM

P300A

STAIR

NO-7

ELEVATOR

P-8B

ELEVATOR

P-9B

ELEVATOR

S-10B

ELEVATOR

P-7B

ELEVATOR

P-6B

ROOF

ROOF DRAIN

EXISTING

ELEV. P7B

EXISTING

ELEV. P8B

EXISTING

ELEV. P9B

EXISTING

ELEV. S10B

NEW ELEV. P6B

ROOF

ROOF DRAIN

NEW MACHINE ROOM

KEY PLAN

N.T.S.

ROOF

ROOF

ROOF DRAIN

EXISTING

ELEV. P7B

EXISTING

ELEV. P8B

EXISTING

ELEV. P9B

EXISTING

ELEV. S10B

NEW ELEV. P6B

ROOF

ROOF DRAIN

DEMO PLAN KEY NOTES

DEMO PLAN LEGEND

PLAN KEY NOTES

PLAN LEGEND

PLAN GENERAL NOTES

EXISTING

ELEV. P7B

EXISTING

ELEV. P8B

EXISTING

ELEV. P9B

NEW ELEV. P6B

ROOF DRAIN

NEW MACHINE ROOM

PARTIAL FLOOR PLANS

A103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

537-21-101

11B Project Director

06-07-2023 PB SJ/MO/DBRevisions: Date:

AutoCAD SHX Text A103

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL EIGHTH FLOOR PLAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F.6

AutoCAD SHX Text F.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text A103

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL NINTH FLOOR PLAN

AutoCAD SHX Text A104

AutoCAD SHX Text

AutoCAD SHX Text

HIGH FLR SLAB EL. 113'-11 "14"

AutoCAD SHX Text

LOW FLR SLAB EL. 112'-6 "34"

AutoCAD SHX Text

HIGH FLR SLAB EL. 113'-11 "14"

AutoCAD SHX Text

NEW RTU-1 ON EXIST ROOF: REFER TO MECH DWGS

AutoCAD SHX Text F.6

AutoCAD SHX Text F.5

AutoCAD SHX Text

LINE OF ELEV. HOISTWAY BELOW, TYPICAL

AutoCAD SHX Text

SEE ENLARGED PLAN THIS SHEET

AutoCAD SHX Text A601

AutoCAD SHX Text

AutoCAD SHX Text A601

AutoCAD SHX Text

AutoCAD SHX Text 0'

AutoCAD SHX Text

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

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 12'

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

TRUE NORTH

AutoCAD SHX Text 11A

AutoCAD SHX Text 11B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT AREA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F.6

AutoCAD SHX Text F.5

AutoCAD SHX Text A103

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

PARTIAL NINTH FLOOR PLAN - DEMOLITION

AutoCAD SHX Text

"X" AREA

AutoCAD SHX Text REMOVE EXISTING WINDOW AND CMU/BRICK WALL BELOW WINDOW (AT SAME WIDTH) DOWN TO EXISTING CONC ROOF DECK ELEV 114'-1 ".12".

AutoCAD SHX Text

EXISTING CONSTRUCTION TO REMAIN

AutoCAD SHX Text

EXISTING CONSTRUCTION TO BE DEMOLISHED

AutoCAD SHX Text REMOVE EXISTING WINDOW AND INFILL WITH MTL LOUVER/MTL PANEL SYSTEM. SEE DETAILS H1/J1/S1 ON SHEET A601.

AutoCAD SHX Text REMOVE EXISTING ROOFING/CANTS/INSULATION ETC. DOWN TO EXISTING CONC ROOF DECK ELEV 114'-1 ".12".

AutoCAD SHX Text

EXISTING CONSTRUCTION TO REMAIN

AutoCAD SHX Text

NEW CONSTRUCTION

AutoCAD SHX Text PROVIDE A NEW ELEVATOR IN ELEVATOR SHAFT INDICATED. REFER TO SHEET SK01 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

PROVIDE A NEW ELEVATOR MACHINE REFER TO SK01 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text IF NEW FLOOR PENETRATIONS (CORES) ARE REQUIRED, LOCATE EXISTING SLAB REINFORCING THROUGH NON-DESTRUCTIVE MEANS PRIOR TO INSTALLING NEW PENETRATIONS. DO NOT CUT EXISTING REINFORCING OF SLAB DURING PENETRATION INSTALLATION. DO NOT DAMAGE OR CUT THROUGH EXISTING CONCRETE PAN JOISTS OR STEEL BEAMS DURING INSTALLATION OF PLUMBING PENETRATIONS. VA SHALL APPROVE LOCATIONS PRIOR TO ANY NEW SLAB PENETRATIONS.

AutoCAD SHX Text TEMPORARY CONSTRUCTION FIRE BARRIER: BASIS OF DESIGN: STARC SYSTEMS, "FIREBLOCKWALL" 844.596.1784 NOTE: NO INTERRUPTION OF EXIST CEILINGS IS PERMITTED.

AutoCAD SHX Text PROVIDE AN ALUM (2) RISER/(2) TREAD STAIR W/ 11" TREADS AND 6.33" RISERS. FIELD VERIFY TO PROVIDE (3) TOTAL RISERS AT 6.33" EA TO ASCEND BETWEEN LOWER MACHINE ROOM FLOOR AND EXIST CONC ROOF DECK.

AutoCAD SHX Text A. AT ALL EXISTING AND NEW ELEVATORS, AND AT EVERY FLOOR, PROVIDE NEW AT ALL EXISTING AND NEW ELEVATORS, AND AT EVERY FLOOR, PROVIDE NEW ELEVATOR FRAME PROTECTIVE COVERS AT LEFT AND RIGHT JAMB FRAMES. B. REFER TO SHEET SK01 FOR ELEVATOR PLANS, SECTIONS, DETAILS, ETC.REFER TO SHEET SK01 FOR ELEVATOR PLANS, SECTIONS, DETAILS, ETC.

AutoCAD SHX Text

REMOVE EXISTING ROOFING TO DECK. PROVIDE FLOOR PATCHING TO PROVIDE SMOOTH FLOOR.

AutoCAD SHX Text

EXISTING 2-HR WALL CONSTRUCTION

AutoCAD SHX Text

HIGH FLR SLAB EL. 113'-11 "14"

AutoCAD SHX Text

HIGH FLR SLAB EL. 113'-11 "14"

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text

EXIST MTL COPING ABV CONC ROOF SLAB ELEVATION

AutoCAD SHX Text A103

AutoCAD SHX Text

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

ENLARGED 9TH FLOOR MACHINE ROOM PLAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F.6

AutoCAD SHX Text F.5

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text

REMOVE AND REPLACE EXIST MTL GUARDRAIL AS REQUIRED TO PERFORM THE WORK

AutoCAD SHX Text

AutoCAD SHX Text

ROOF SLAB EL. 114'-1 "12"

AutoCAD SHX Text

LOW FLR SLAB EL. 112'-6 "34"

AutoCAD SHX Text L1

AutoCAD SHX Text

REFER TO MECH SHEET M100

INFILL EXIST OPNG WITH 6" MTL STUDS AND DBL LAYER GYP BD EACH SIDE. CAULK PERIMETERS (TYP)

EXISTING

EXISTING

EXISTINGEXISTING

BUILDING SECTIONS AND EXTERIOR

ELEVATIONS

A201

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

537-21-101

11B Project Director

06-07-2023 PB SJ/MO/DBRevisions: Date:

AutoCAD SHX Text

TOP/EXIST CONC ROOF DECK ELEV 114'-1 "12"

AutoCAD SHX Text

TOP/EXIST STONE COPING ELEV 114'-10 "12"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text

EXIST STONE COPING

AutoCAD SHX Text

MTL DS

AutoCAD SHX Text

MTL GUTTER

AutoCAD SHX Text

CORNER TRIM

AutoCAD SHX Text

CORNER TRIM

AutoCAD SHX Text

MTL COPING

AutoCAD SHX Text L1

AutoCAD SHX Text

MTL DS

AutoCAD SHX Text

MTL GUTTER

AutoCAD SHX Text 12" MTL WALL PANELS BASIS OF DESIGN: AEP SPAN- PERCEPTION COLLECTION PC40-12. MATCH LOUVER COLOR

AutoCAD SHX Text

TOP/EXIST CONC ROOF DECK ELEV 114'-1 "12"

AutoCAD SHX Text

RAISED FLOOR AT MACH RM ELEV 113'-11 "14"

AutoCAD SHX Text

MACH RM FLOOR ELEV 112'-6 "34"

AutoCAD SHX Text F.5

AutoCAD SHX Text G

AutoCAD SHX Text F.6

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text

OPP

AutoCAD SHX Text

MTL WALL PANELS

AutoCAD SHX Text

MTL DS

AutoCAD SHX Text

MTL GUTTER

AutoCAD SHX Text

CORNER TRIM

AutoCAD SHX Text

MTL COPING

AutoCAD SHX Text

EXIST ROOFING TO REMAIN

AutoCAD SHX Text

DUCTWORK PENETRATIONS: REFER TO MECH

AutoCAD SHX Text A601

AutoCAD SHX Text

AutoCAD SHX Text

RAISED FLOOR AT MACH RM ELEV 113'-11 "14"

AutoCAD SHX Text

MACH RM FLOOR ELEV 112'-6 "34"

AutoCAD SHX Text

TOP/EXIST CONC ROOF DECK ELEV 114'-1 "12"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text

NORTH-SOUTH BUILDING SECTION

AutoCAD SHX Text

SLOPE 1/4":12"

AutoCAD SHX Text

SLOPE 1/4":12"

AutoCAD SHX Text

MOD-BIT ROOFING OVER R-33 (AVG) RIGID INSUL BD.

AutoCAD SHX Text

HORIZ MTL WALL PANELS ON 4" CFMF

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text

3-HR INTUMESCENT FP ON ALL NEW STRUCT STL.

AutoCAD SHX Text

DUCTWORK PENETRATIONS: REFER TO MECH

AutoCAD SHX Text INFILL EXIST OPNG WITH 6" MTL STUDS AND DBL LAYER GYP BD EACH SIDE. CAULK PERIMETERS (TYP)

AutoCAD SHX Text A601

AutoCAD SHX Text

AutoCAD SHX Text

OH

AutoCAD SHX Text F.5

AutoCAD SHX Text G

AutoCAD SHX Text F.6

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text

TOP/EXIST CONC ROOF DECK ELEV 114'-1 "12"

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text

EAST-WEST BUILDING SECTION

AutoCAD SHX Text

MOD-BIT ROOFING OVER R-33 (AVG) RIGID INSUL BD.

AutoCAD SHX Text

HORIZ MTL WALL PANELS ON 4" CFMF

AutoCAD SHX Text

EXIST MACHINE ROOM

AutoCAD SHX Text

MTL HANDRAIL EACH SIDE

AutoCAD SHX Text

MTL STAIR

AutoCAD SHX Text

REMOVE AND REPLACE EXIST MTL GUARDRAIL AS REQD FOR THE WORK

AutoCAD SHX Text

3-HR INTUMESCENT FP ON ALL NEW STRUCT STL.

AutoCAD SHX Text

TOP/EXIST CONC ROOF DECK ELEV 114'-1 "12"

AutoCAD SHX Text

RAISED FLOOR AT MACH RM ELEV 113'-11 "14"

AutoCAD SHX Text

MACH RM FLOOR ELEV 112'-6 "34"

AutoCAD SHX Text F.5

AutoCAD SHX Text G

AutoCAD SHX Text F.6

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text

SOUTH ELEVATION

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text 12" MTL WALL PANELS BASIS OF DESIGN: AEP SPAN- PERCEPTION COLLECTION PC40-12. MATCH LOUVER COLOR

AutoCAD SHX Text

MTL DS

AutoCAD SHX Text

MTL GUTTER

AutoCAD SHX Text

CORNER TRIM

AutoCAD SHX Text

MTL COPING

AutoCAD SHX Text

EXIST ROOFING TO REMAIN

SYN SPLASH BLOCK AT EACH DS

WALL SECTIONS AND STAIR DETAILS

A351

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

537-21-101

11B Project Director

06-07-2023 PB SJ/MO/DBRevisions: Date:

AutoCAD SHX Text

RAISED FLOOR AT MACH RM ELEV 113'-11 "14"

AutoCAD SHX Text

MACH RM FLOOR ELEV 112'-6 "34"

AutoCAD SHX Text

TOP/EXIST CONC ROOF DECK ELEV 114'-1 "12"

AutoCAD SHX Text

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text A601

AutoCAD SHX Text H2

AutoCAD SHX Text A601

AutoCAD SHX Text S2

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

WALL SECTION 1

AutoCAD SHX Text

AutoCAD SHX Text

MTL GUTTER

AutoCAD SHX Text

MTL EDGE FLASHING

AutoCAD SHX Text

PT WD BLOCKING

AutoCAD SHX Text

EXIST BLDG BEYOND

AutoCAD SHX Text

RAISED DOOR SILL

AutoCAD SHX Text

HM DOOR AND FRAME

AutoCAD SHX Text

STL BEAMS: SEE STRUCT

AutoCAD SHX Text

PROVIDE 3-HR INTUMESCENT FP ON ALL STL BMS AND STL COLUMNS

AutoCAD SHX Text

RAISED FLOOR AT MACH RM ELEV 113'-11 "14"

AutoCAD SHX Text

MACH RM FLOOR ELEV 112'-6 "34"

AutoCAD SHX Text

TOP/EXIST CONC ROOF DECK ELEV 114'-1 "12"

AutoCAD SHX Text

AutoCAD SHX Text A501

AutoCAD SHX Text

AutoCAD SHX Text A501

AutoCAD SHX Text

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

WALL SECTION 2

AutoCAD SHX Text

R-13 BATT INSUL

AutoCAD SHX Text

58" IMPACT GWB

AutoCAD SHX Text

58" WALL SHEATHING

AutoCAD SHX Text

HORIZ MTL WALL PANEL SYSTEM: BASIS OF DESIGN: AEP SPAN, CMP HP-12-2

AutoCAD SHX Text

2" RIGID INSUL BD

AutoCAD SHX Text

AIR-WATER BARRIER

AutoCAD SHX Text

EXIST BLDG BEYOND

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text

STL BEAMS: SEE STRUCT

AutoCAD SHX Text

PROVIDE 3-HR INTUMESCENT FP ON ALL STL BMS AND STL COLUMNS

AutoCAD SHX Text

MACH RM FLOOR ELEV 112'-6 "34"

AutoCAD SHX Text G

AutoCAD SHX Text

TOP/EXIST CONC ROOF DECK ELEV 114'-1 "12"

AutoCAD SHX Text A501

AutoCAD SHX Text

AutoCAD SHX Text A601

AutoCAD SHX Text S3

AutoCAD SHX Text A601

AutoCAD SHX Text H3

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

WALL SECTION 3

AutoCAD SHX Text

NEW HM DOOR AND FRAME AT EXIST WINDOW LOCATION

AutoCAD SHX Text

EXIST CONC BM

AutoCAD SHX Text

REMOVE EXIST WALL AT WINDOW DOWN TO CONC ROOF DECK

AutoCAD SHX Text NEW STL BM BEYOND CONNECTS TO EXIST CONC COL. REMOVE EXIST BRICK VENEER AS REQD TO PERFORM WORK. FIT BRICK BACK IN PLACE SNUG TO STL BM AND MORTAR INTO POSITION. (TYP AT 3 BEAMS)

AutoCAD SHX Text

AutoCAD SHX Text

STL BEAMS: SEE STRUCT

AutoCAD SHX Text

PROVIDE 3-HR INTUMESCENT FP ON ALL STL BMS AND STL COLUMNS

AutoCAD SHX Text

STEEL STAIR: SEE DETAILS ON SHEET A351

AutoCAD SHX Text F.5

AutoCAD SHX Text F.6

AutoCAD SHX Text

RAISED FLOOR AT MACH RM ELEV 113'-11 "14"

AutoCAD SHX Text

MACH RM FLOOR ELEV 112'-6 "34"

AutoCAD SHX Text

TOP/EXIST CONC ROOF DECK ELEV 114'-1 "12"

AutoCAD SHX Text A501

AutoCAD SHX Text

AutoCAD SHX Text A501

AutoCAD SHX Text

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

WALL SECTION 4

AutoCAD SHX Text A501

AutoCAD SHX Text

AutoCAD SHX Text

HORIZ MTL PANELS

AutoCAD SHX Text

FURRING CHANNELS

AutoCAD SHX Text

AIR AND WATER BARRIER

AutoCAD SHX Text

2" RIGID INSUL

AutoCAD SHX Text

WALL SHEATHING

AutoCAD SHX Text 58" GWB ON 4" CFMF w/ BATT INSUL

AutoCAD SHX Text

RESILIENT BASE (TYP)

AutoCAD SHX Text

STL BEAMS: SEE STRUCT

AutoCAD SHX Text

MTL DECKING: SEE STRUCT

AutoCAD SHX Text

STL TUBE COLS WITH INTUMESCENT FP (TYP).

AutoCAD SHX Text

PROVIDE 3-HR INTUMESCENT FP ON ALL STL BMS AND STL COLUMNS

AutoCAD SHX Text

STEEL CHANNEL

AutoCAD SHX Text

CONC. BEAM

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

STEEL ANGLE ANCHORED TO

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

TOP CONNECTION TO EXISTING WALL

AutoCAD SHX Text

WALL BEYOND

AutoCAD SHX Text

EXISTING CMU

AutoCAD SHX Text

MATERIAL = PAINTED STEEL

AutoCAD SHX Text

EXISTING CONCRETE BEAM

AutoCAD SHX Text

ANGLE TO

AutoCAD SHX Text

STRINGER

AutoCAD SHX Text

CONTINUOUS STEEL ANGLE

AutoCAD SHX Text

BETWEEN STRINGERS;

AutoCAD SHX Text

ANCHOR TO EXISTING CONCRETE FLOOR

AutoCAD SHX Text

NOSING

AutoCAD SHX Text

STRINGER

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

BOTTOM CONNECTION TO CONC FLOOR

AutoCAD SHX Text

MATERIAL = PAINTED STEEL

AutoCAD SHX Text

3/8" RADIUS

AutoCAD SHX Text

BENDS

AutoCAD SHX Text

PAN TO

AutoCAD SHX Text

STRINGER

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

BENT LIP

AutoCAD SHX Text

TO TREAD

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

STRINGER

AutoCAD SHX Text

MIN.

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

TREAD - RISER RUN

AutoCAD SHX Text

MATERIAL = PAINTED STEEL

AutoCAD SHX Text A351

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

HANDRAIL ELEVATION

AutoCAD SHX Text

PIPE RAIL

AutoCAD SHX Text

CONC. WALL

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

ROOF DECK

AutoCAD SHX Text

EXISTING CONCRETE

AutoCAD SHX Text 1'-6 "34"

AutoCAD SHX Text 1'-6 "34"

AutoCAD SHX Text

WALL BEYOND

AutoCAD SHX Text

EXISTING MASONRY

MATERIAL = PAINTED STEEL

PLAN AND SECTION DETAILS

A501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REHABILITATE OGDEN

ELEVATORS

VAMC CHICAGO, IL

537-21-101

11B Project Director

06-07-2023 PB SJ/MO/DBRevisions: Date:

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OPP

AutoCAD SHX Text A501

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AutoCAD SHX Text 3" = 1'-0"

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PLAN DETAIL - NEW WALL TO EXIST WALL

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SHADED AREAS ARE EXISTING TO REMAIN

AutoCAD SHX Text TYP WALL: 58" GWB ON 4" CFMF W/ R-13 BATT INSUL W/ " EXT 58" EXT WALL SHEATHING. EXTERIOR MTL WALL PANEL SYSTEM ON WATER/AIR BARRIER ON 2" RIGID INSUL BD.

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BACKER ROD AND SEALANT EACH SIDE AND " 12" COMPRESSIBLE FILLER BD.

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MTL PANEL CORNER TRIM

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EXIST AND NEW CANTS BELOW

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AutoCAD SHX Text A501

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AutoCAD SHX Text 3" = 1'-0"

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SECTION DETAIL - NEW ROOF AT EXIST PERPENDICULAR WALL

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SHADED AREAS ARE EXISTING TO REMAIN

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MIN. 4" FIBER CANT (TYP)

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CUT-IN MTL REGLET COUNTERFLASHING AND TERM BAR

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MEMBRANE FLASHING

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MOD-BIT ROOFING

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12" COVER BD

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RIGID INSUL BD

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AIR/WATER BARRIER

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12"…