S02 - 550-22-105 Drawings combined - august2024 - amended by VA - v250.pdf

PDF 12 MB Posted Oct 22, 2024

Attached to: Z1DA--Replace B104 Generator 550-22-105 (CON)
Solicitation number: 36C25225B0004
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

About this file

Written by GovTribe AI · Oct 22, 2024

This document is a set of drawings combined and amended for a federal contract opportunity to Replace B104 Generator 550-22-105 (CON) for the Department of Veterans Affairs Veterans Health Administration, Veterans Integrated Service Network 12.

The solicitation number is 36C25225B0004 and the contract opportunity ID is abaf31f043a94ab78fbe862caccdb639. The key details include the project to replace the B104 generator, with drawings and documents amended in August 2024. No other specific details about the required products, services, pricing, or contract terms are provided in this document. This appears to be a set of technical drawings rather than a full solicitation package.

View the file

Other files

File	Type	Posted
36C25225B0004 0002.docx	DOCX document	Nov 22, 2024
550-22-105 Specifications combined-amended-v300.pdf	PDF	Nov 21, 2024
36C25225B0004 0001.docx	DOCX document	Nov 21, 2024
S02 - 550-22-105 SOW Synopsis - v500.pdf	PDF	Oct 22, 2024
S02 Wage Determination Vermillion County 10-04-2024.pdf	PDF	Oct 22, 2024
S02 - 550-22-105 Specifications combined - amended - v250.pdf	PDF	Oct 22, 2024
36C25225B0004.docx	DOCX document	Oct 22, 2024

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E M ai n

Campus Health Care

VA Illiana

SITE PLAN

N.T.S.

PROJECT LOCATION

BLDG 98

PROJECT LOCATION

BLDG 104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE B104 GENERATOR

VA I Health Care System Danville, Illinois

550-22-105

MULTIPLE

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

6/2/2023

04/06/2022SCHEMATIC DESIGN-35%

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM NO.07/08/2022DESIGN DEVELOPEMENT-65% 2022-05055 184-003025

5/12/2023CONSTRUCTION DOCUMENTS -95%

6/2/2023CONSTRUCTION DOCUMENTS -100%

PROPOSED B104 GENERATOR

ELECTRICAL SWITCHGEAR ROOM

G001

TITLE SHEET AND DRAWING LIST

ConsultantsProfessional Seals

AutoCAD SHX Text X

AutoCAD SHX Text "Q"

AutoCAD SHX Text

PRK'G.

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

POND

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PARKING "L"

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PARKING AREA "L"

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AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text N

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DANVILLE, ILLINOIS 61832

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1900 EAST MAIN STREET

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DEPARTMENT OF VETERANS AFFAIRS

AutoCAD SHX Text

CONTRACT NUMBER: 36C25219D0017

AutoCAD SHX Text

PROJECT NAME: REPLACE B104 GENERATOR,

AutoCAD SHX Text

ILLIANA HEALTH CARE SYSTEM

AutoCAD SHX Text

%%UDRAWING LIST

AutoCAD SHX Text

PROJECT NUMBER: 550-22-105

AutoCAD SHX Text

TASK ORDER NUMBER: 36C25222N0251

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS -100%

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text PD100 PARTIAL PLUMBING FLOOR PLAN - PARTIAL PLUMBING FLOOR PLAN - DEMOLITION - BLDG 104 GENERATOR ROOM GENERATOR ROOM

AutoCAD SHX Text E001 ABBREVIATIONS, LEGEND AND DRAWING INDEX ABBREVIATIONS, LEGEND AND DRAWING INDEX ES101 CAMPUS SITE PLAN CAMPUS SITE PLAN EP100 SITE PLAN - POWER BLDG 104 SITE PLAN - POWER BLDG 104 EP101 PARTIAL FLOOR PLANS - REMOVALS AND NEW PARTIAL FLOOR PLANS - REMOVALS AND NEW WORK - BLDG 104 EP102 SITE PHOTOGRAPHS SITE PHOTOGRAPHS E401 ENLARGED PARTIAL FIRST FLOOR PLANS ENLARGED PARTIAL FIRST FLOOR PLANS E501 DETAILS DETAILS DETAILS E601 SINGLE LINE DIAGRAM- BLDG 104 - NEW WORK SINGLE LINE DIAGRAM- BLDG 104 - NEW WORK ED601 SINGLE LINE DIAGRAM- BLDG 104 - DEMOLITIONSINGLE LINE DIAGRAM- BLDG 104 - DEMOLITION

AutoCAD SHX Text %%UGeneral Drawings

AutoCAD SHX Text %%UPlumbing Drawings

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text %%uElectrical Drawings

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text G001 TITLE SHEET AND DRAWING LIST TITLE SHEET AND DRAWING LIST G002 SYMBOLS, ABBREVIATIONS AND NOTESSYMBOLS, ABBREVIATIONS AND NOTES

AutoCAD SHX Text %%USite Planning and Landscaping Drawings

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text CE100 EXISTING CONDITIONS - SITE PLAN EXISTING CONDITIONS - SITE PLAN CD100 DEMOLITION SITE PLAN DEMOLITION SITE PLAN CU100 CONSTRUCTION SITE PLAN AND NOTES CONSTRUCTION SITE PLAN AND NOTES CU101 CONSTRUCTION PROFILE CONSTRUCTION PROFILE CG100 CONSTRUCTION SITE GRADING AND PLANTING PLAN CONSTRUCTION SITE GRADING AND PLANTING PLAN CP100 CONSTRUCTION SITE PAVING PLAN CONSTRUCTION SITE PAVING PLAN CS500 CONSTRUCTION SITE DETAILSCONSTRUCTION SITE DETAILS

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text %%UArchitectural Drawings

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text AD101 PARTIAL FLOOR PLANS - DEMOLITION AND NEW WORK PARTIAL FLOOR PLANS - DEMOLITION AND NEW WORK

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text %%UStructural Drawings

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text S001 STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES S100 ENLARGED PLANS - GENERATOR PAD AND UNDERGROUND DETAILS ENLARGED PLANS - GENERATOR PAD AND UNDERGROUND DETAILS S101 STRUCTURAL STAIR DETAILS STRUCTURAL STAIR DETAILS S102 STRUCTURAL EXHAUST PIPE SUPPORT DETAILSSTRUCTURAL EXHAUST PIPE SUPPORT DETAILS

AutoCAD SHX Text

%%UELECTRICAL AND IT

AutoCAD SHX Text Heapy Engineering

AutoCAD SHX Text 1400 West Dorthy Lane

AutoCAD SHX Text Dayton, OH 45409

AutoCAD SHX Text %%UStructural and Civil Engineer:

AutoCAD SHX Text USFin

AutoCAD SHX Text 9245 Calumet Ave

AutoCAD SHX Text Munster, IN 46321

AutoCAD SHX Text Phone: (219) 836-2120

AutoCAD SHX Text Suite 205

AutoCAD SHX Text Fax: (219) 836-1129

AutoCAD SHX Text Phone: (937) 224-0861

AutoCAD SHX Text Fax: (937) 224-5777

AutoCAD SHX Text William Bruketta, S.E

AutoCAD SHX Text Keith Uhlenhake, PE

AutoCAD SHX Text

%%USEE ELECTRICAL SHEETS

AutoCAD SHX Text %%UEngineering:

AutoCAD SHX Text Electrical Engineer of Record

SYMBOLS, ABBREVIATIONS AND NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE B104 GENERATOR

VA I Health Care System Danville, Illinois

550-22-105

MULTIPLE

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

6/2/2023

04/06/2022SCHEMATIC DESIGN-35%

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM NO.07/08/2022DESIGN DEVELOPEMENT-65% 2022-05055 184-003025

5/12/2023CONSTRUCTION DOCUMENTS -95%

6/2/2023CONSTRUCTION DOCUMENTS -100%

G002

AH/FR DS

M-14A

OFFICE

2A3A

A000

EQUIPMENT / FURNITURE TAG

1 CONSTRUCTION KEY NOTE

BATT INSULATION

DOOR AND FRAME

WALL TYPE TAG

ROOM NAME AND NUMBER

GLASS

ACOUSTICAL TILE - SECTION

DRYWALL

MEMBRANE

ELEVATION

DETAIL

A000

SEALANT AND BACKER RODSECTION1

WOOD BLOCKING

SYMBOLS

ARCHITECTURAL

MATERIAL SYMBOLS

ARCHITECTURAL

1A DEMOLITION KEY NOTE

WALLS

CEILING PLAN SYMBOLS

ARCHITECTURAL

ELEVATION REFERENCE

A000

S000

DETAIL

S000

BREAK LINE

DOUBLE BREAK LINE

ELEVATION REFERENCE

SECTION REFERENCE

U.N.O. - UNLESS NOTED OTHERWISE

T/STEEL - TOP OF STEEL

C/C - CENTER TO CENTER OR CENTER ON CENTER

N.S. - NEAR SIDE

F.S. - FAR SIDE

DO - REPEATING STRUCTURAL STEEL NOTATION

FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND NOTES

REFER TO SHEET E001

T/CONCRETE /SLAB - TOP OF CONCRETE /SLAB

TBD - TO BE DETERMINED

To maintain building backup power, contractor will supply and tie-in a temporary backup generator as necessary. Contractor to maintain and provide fuel and service for the temporary generator.

VA will remove fuel from existing underground fuel storage tank

(UST).

Contractor to remove existing underground UST, associated fuel piping and vents, and associated concrete cap.

Contractor to fill new fuel tanks with correct fuel immediately before putting new generator into service.

*** Marks additions or changes made by the VA.

AutoCAD SHX Text SUGGESTED DEMOLITION AND CONSTRUCTION PHASING SEQUENCE: PHASE 1A - MAIN PROJECT EXCAVATION AND ELECTRICAL INSTALL 1. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR TO PLACE ALL PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR TO PLACE ALL TRAFFIC CONTROL MARKERS, SIGNAGE, CONSTRUCTION FENCING, SOIL AND EROSION CONTROLS. 2. CONTRACTOR TO EXCAVATE, TRENCH AND REMOVE ALL ITEMS ON SITE CONTRACTOR TO EXCAVATE, TRENCH AND REMOVE ALL ITEMS ON SITE SHOWN TO BE DEMOLISHED IN SOIL AND CONCRETE STRUCTURES. 3. CONTRACTOR TO INSTALL NEW STRUCTURAL PAD, GENERATOR AND CONTRACTOR TO INSTALL NEW STRUCTURAL PAD, GENERATOR AND SWITCHING AS REQUIRED FOR THE INSTALLATION OF THE EQUIPMENT. 4. CONTRACTOR TO CORE DRILL THROUGH EXISTING OR REMOVE PORTIONS CONTRACTOR TO CORE DRILL THROUGH EXISTING OR REMOVE PORTIONS OF ROADWAY 'G' AND CONCRETE IN ORDER TO INSTALL NEW DUCT BANK AS SHOWN ON THE SITE DRAWINGS. SEE NOTES FOR FURTHER INFORMATION ON ELECTRICAL DESIGN DRAWINGS. FIELD VERIFY FINAL LOCATIONS FOR ANY DISCREPANCIES. 5. CONTRACTOR TO INSTALL DUCT BANK AND ELECTRICAL MANHOLE AS CONTRACTOR TO INSTALL DUCT BANK AND ELECTRICAL MANHOLE AS SHOWN IN THE CONTRACT DRAWINGS REQUIRED IN AREAS AFTER EXCAVATION SAFELY AS REQUIRED PER THE VA AND DANVILLE ORDINANCES . PHASE 1B - ELECTRICAL CONNECTIONS TO EXISTING. 6. UPON SHUTDOWN APPROVAL, CONTRACTOR TO DISCONNECT EXISTING UPON SHUTDOWN APPROVAL, CONTRACTOR TO DISCONNECT EXISTING ELECTRICAL FROM EXISTING GENERATOR AND TIE IN TO NEW GENERATOR FEEDS. FIELD VERIFY ALL FINAL LOCATION FOR ANY DISCREPANCIES 7. CONTRACTOR MAKE NEW TIE INS WHERE SHOWN AND FOLLOWING CONTRACTOR MAKE NEW TIE INS WHERE SHOWN AND FOLLOWING RECOMMENDATIONS OF THE GENERATOR MANUFACTURER PHASE 2 - EXISTING GENERATOR DEMO 8. ONCE NEW CONNECTIONS HAVE BEEN ESTABLISHED AND OPERATING ONCE NEW CONNECTIONS HAVE BEEN ESTABLISHED AND OPERATING UNDER SATISFACTORY CONDITIONS, CONTRACTOR TO REMOVE EXISTING ALL EXISTING COMPRESSED AIR EQUIPMENT AND PIPING, DIESEL FUEL PIPING INCLUDING ALL PIPING, PUMPS, AND ELECTRICAL 9. CONTRACTOR TO ABANDON IN PLACE EXISTING DIESEL FUEL TANK AND CONTRACTOR TO ABANDON IN PLACE EXISTING DIESEL FUEL TANK AND UNDERGROUND FUEL PIPING TO THE GREATEST EXTENT POSSIBLE. PHASE 3 - RESTORATION 10. CONTRACTOR TO BACKFILL ALL EXCAVATED AREAS WITH CLEAN FILL. CONTRACTOR TO BACKFILL ALL EXCAVATED AREAS WITH CLEAN FILL. MATCH GRADIENT WITH THE SURROUNDING FLOW PATTERNS. SEED AND SOD TO MATCH EXISTING. 11. CONTRACTOR TO RESEED, RESTORE AND RECOMMISSION ALL REMOVED CONTRACTOR TO RESEED, RESTORE AND RECOMMISSION ALL REMOVED SOIL, ASPHALT, CONCRETE, CURB, ELECTRICAL POLE, AND OTHER ITEMS TO CORRESPOND WITH EXISTING APPEARANCE AND FUNCTIONALITY. 12. CONTRACTOR TO REPAIR AND PATCH ALL ROADWAY 'G' ASPHALT CURB CONTRACTOR TO REPAIR AND PATCH ALL ROADWAY 'G' ASPHALT CURB AND GUTTERS TO RESTORE BACK TO EXISTING PROFILE AND CONFIGURATIONS

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS -100%

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PRESSURE REDUCING VALVE

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VALVE IN RISE OR DROP

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SHUT-OFF VALVE

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SHUT-OFF VALVE

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%%UMECHANICAL SYMBOLS AND ABBREVIATIONS

AutoCAD SHX Text

REDUCER - CONCENTRIC

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VALVE (LOCATED IN VERTICAL RUN)

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VALVE (LOCATED IN HORIZONTAL RUN)

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RELIEF VALVE (T & P)

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HWR

AutoCAD SHX Text S.P.

AutoCAD SHX Text

DOMESTIC HOT WATER RETURN

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SET POINT

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PRESSURE INDICATOR

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%%UPLUMBING SYMBOLS AND ABBREVIATIONS

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SCREWHEAD VENT

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PRESSURE INDICATOR TRANSMITTER

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PIT

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PRESSURE SENSORS

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DOMESTIC COLD WATER SUPPLY

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TEMPERATURE AND PRESSURE

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%%UGENERAL SYMBOLS AND ABBREVIATIONS

AutoCAD SHX Text

LPC

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LPS

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LOW PRESSURE STEAM SUPPLY

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LOW PRESSURE CONDENSATE RETURN

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GATE VALVE (LOCATED IN HORIZONTAL RUN)

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ANCHOR

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SIDE CONNECTION

AutoCAD SHX Text BOTTOM CONNECTION, 45%%d OR 90%%d

AutoCAD SHX Text TOP CONNECTION, 45%%d OR 90%%d

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AND EXISTING WORK

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POINT OF CONNECTION BETWEEN NEW

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PIPE UP

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PIPE DOWN

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CHECK VALVE (LOCATED IN HORIZONTAL RUN)

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DEMOLITION POINT OF CONNECTION

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HPS

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HIGH PRESSURE STEAM SUPPLY

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PRESSURE CONDENSATE RETURN

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FLOW BALANCING VALVE

AutoCAD SHX Text DRAIN VALVE w/HOSE BIBB

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AUTOMATIC TWO-WAY CONTROL VALVE

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AUTOMATIC THREE-WAY CONTROL VALVE

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BUTTERFLY VALVE

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CHECK VALVE

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BACK PRESSURE VALVE

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IN DIRECTION OF ARROW

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SLEEVE

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PIPE PITCHING DOWNWARD

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TEE OUTLET DOWN

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TEE OUTLET UP

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PIPE RISING

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PIPE DROPPING

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PIPE GUIDE

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FLANGED CONNECTION

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ANCHOR

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VENT

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STEAM (PSIG)

AutoCAD SHX Text S( )

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PUMPED CONDENSATE (PSI)

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OVERFLOW

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INSTRUMENT AIR

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PREHEAT HOT WATER SUPPLY

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PHWS

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PHWR

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PREHEAT HOT WATER RETURN

AutoCAD SHX Text D

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DRAIN (CONDENSATE)

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CWR

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CONDENSER WATER RETURN

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CWS

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CONDENSER WATER SUPPLY

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COLD WATER MAKE-UP

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CW(MU)

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CR( )

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CONDENSATE RETURN (PSI)

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CHILLED WATER SUPPLY

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CHWS

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CHILLED WATER RETURN

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CHWR

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REHEAT HOT WATER SUPPLY

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RHWS

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RHWR

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REHEAT HOT WATER RETURN

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STRAINER WITH NORMALLY CLOSED DRAIN VALVE

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VENT VALVE AND GOOSENECK

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UNION

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SHUT-OFF VALVE NORMALLY OPEN

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REDUCER - CONCENTRIC

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STEAM TRAP

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CHECK VALVE (LOCATED IN HORIZONTAL RUN)

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BALANCING GLOBE VALVE

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VALVE IN THE NORMALLY CLOSED POSITION

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%%UARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AutoCAD SHX Text EXISTING 2X4 LIGHT FIXTURE- TO BE REMOVED, RELOCATED OR TO REMAIN- SEE CEILING PLAN WORK 2X2 CEILING PANEL GRID GYPSUM BOARD OR PLASTER CEILING- ALTERATIONS OR NEW- SEE SPECIFIC CONDITIONS UNLESS OTHER WISE INDICATED NEW CEILING WORK - MATCH EXISTING

AutoCAD SHX Text A. ALL ITEMS NOT SYMBOLIZED OR NOTED ALL ITEMS NOT SYMBOLIZED OR NOTED ARE EXISTING TO REMAIN SHOWN ON THE PLANS.

AutoCAD SHX Text

%%USTRUCTURAL SYMBOLS AND ABBREVIATIONS

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

DRAWING NUMBER WHERE SHOWN

AutoCAD SHX Text

SECTION LETTER

DRAWING NUMBER WHERE DRAWN

FACP

EXIST EM. SWITCHGEAR

EXIST MAIN SWITCHBOARD

EXISTING FUEL OIL PUMPS

EXISTING FUEL OIL LINES

EXISTING GENERATOR

EMD 567C

EXISTING CONTROLLER

T T

PL1 P2 P2A

L1A

L1B

L1C

L2A

AIR COMPRESSORAIR COMPRESSOR

PUMP

SEE ELECTRICAL

TO BE REMOVED

PARTIAL FLOOR PLANS - DEMOLITION & NEW

WORK

AD101

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

PARTIAL ROOF PLAN - DEMOLITION1

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

PARTIAL CEILING PLAN - DEMOLITION/NEW WORK2

GENERAL DEMOLITION NOTES:

REMOVAL PLANS MAY NOT NECESSARILY SHOW ALL ITEMS REQUIRED TO BE

REMOVED. EACH BIDDER SHALL VISIT THE SITE PRIOR TO BID TO DETERMINE THE FULL

EXTENT OF REMOVALS REQUIRED. MAINTAIN CIRCUIT CONTINUITY OF EXISTING CIRCUITS

CUT OFF BY REMOVALS, VERIFY CIRCUITS PRIOR TO REMOVAL.

REMOVAL OF ELECTRICAL ITEMS SHALL INCLUDE REMOVALS BACK TO THE EXISTING POWER

DISTRIBUTION AS INDICATED.

MAINTAIN EXISTING DEVICES AND LIGHTING FIXTURES UNLESS OTHERWISE NOTED.

CONTRACTOR SHALL COORDINATE WITH THE OWNER IN REGARD TO

REMOVALS. CONTRACTOR SHALL SALVAGE EQUIPMENT AS DIRECTED BY THE OWNER AND

SORE IN A LOCATION DESIGNATED BY OWEN. ALL OTHER EQUIPMENT AND MATERIALS NOT

SALVAGED SHALL BE REMOVED FROM THE PREMISE.

IF ASBESTOS IS FOUND IN THE COURSE OF THE REMOVALS NOTIFY OWNER. ASBESTOS

REMOVAL IS BY OWNER.

ARCHITECTURAL DEMOLITION NOTES:

REMOVE THE EXISTING REMOTE RADIATOR ON THE ROOF.

REMOVE THE EXHAUST PIPING ON THROUGH THE ROOF.

PATCH ROOF PER ARCHITECTURAL DETAIL #2

REMOVE CEILING FOR NEW ELECTRICAL WORK. RESTORE TO MATCH EXISTING.

ALL NEW PENETRATIONS IN RATED PARTITIONS TO BE PROPERLY INFILLED AND SEALED TO MEET WALL RATING.

FILL VOIDS IN WALL AFTER REMOVAL OF PIPING/ELECTRICAL. PENETRATIONS IN RATED PARTITIONS TO BE PROPERLY INFILLED

AND SEALED TO MEET WALL RATING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE B104 GENERATOR

VA I Health Care System Danville, Illinois

550-22-105

MULTIPLE

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

6/2/2023

04/06/2022SCHEMATIC DESIGN-35%

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM NO.07/08/2022DESIGN DEVELOPEMENT-65% 2022-05055 184-003025

AREA OF WORK

KEYPLAN

5/12/2023CONSTRUCTION DOCUMENTS -95%

6/2/2023CONSTRUCTION DOCUMENTS -100%

F. FINISH CEILING AND WALLS TO MATCH EXISTING.

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

PARTIAL ROOF REPAIR - NEW WORK DETAIL2

FRDS/GC

AutoCAD SHX Text To Bldg

AutoCAD SHX Text

AutoCAD SHX Text Room

AutoCAD SHX Text 105B

AutoCAD SHX Text Dining

AutoCAD SHX Text Room

AutoCAD SHX Text 104F

AutoCAD SHX Text Dishwashing

AutoCAD SHX Text Room

AutoCAD SHX Text Mechanical

AutoCAD SHX Text

AutoCAD SHX Text 104B

AutoCAD SHX Text Canteen

AutoCAD SHX Text Storage

AutoCAD SHX Text 104A

AutoCAD SHX Text Mech.

AutoCAD SHX Text 104C

AutoCAD SHX Text Freezer

AutoCAD SHX Text 104D

AutoCAD SHX Text Freezer

AutoCAD SHX Text 104E

AutoCAD SHX Text To Bldg 58

AutoCAD SHX Text +- 1'-4"

AutoCAD SHX Text

ROOF OPENING FROM STACK REMOVED

AutoCAD SHX Text 6"

AutoCAD SHX Text REMOVE EXISTING ROOF MEMBRANE (EPDM), SHEATHING AND INSULATION AT LEAST 6" ON ALL SIDES OF ROOF OPENING

AutoCAD SHX Text

1/4" T. STEEL PLATE- EXTEND MINIMUM OF 4" ON ALL SIDES OF OPENING

AutoCAD SHX Text

EXPANSION ANCHORS, 1 AT EACH CORNER OF STEEL PLATE

AutoCAD SHX Text

INFILL CONSTRUCTION:

AutoCAD SHX Text ABOVE THE STEEL PLATE INFILL THE OPENING WITH NEW MATERIALS MATCH THE TYPE AND HEIGHT OF EXISTING INSULATION - PROVIDE COVER BOARD AND INSTALL NEW ROOF MEMBRANE INSTALL AND TIE INTO THE EXISTING ROOF MEMBRANE PER THE MANUFACTURERS RECOMMENDATIONS PROVIDE BALLAST COVER SIMILAR TO EXISTING MATERIAL

AutoCAD SHX Text

EXHAUST PIPE

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EXISTING RADIATOR

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CONSTRUCTION DOCUMENTS -100%

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ENHANCED

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USE LEASE

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AGREEMENT

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CONCRETE DITCH

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CONCRETE DITCH

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EAST MAIN STREET

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EAST MAIN STREET

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text DACC Property Line

AutoCAD SHX Text Pond

AutoCAD SHX Text VA Property Line

AutoCAD SHX Text DACC Property Line

AutoCAD SHX Text DACC Property

AutoCAD SHX Text VA Property Line

AutoCAD SHX Text National Cemetery

AutoCAD SHX Text Property line

AutoCAD SHX Text National Cemetery

AutoCAD SHX Text Property line

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AutoCAD SHX Text DACC Property

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PARKING

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LOT "N"

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PARKING

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LOT "M"

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PARKING

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LOT "P"

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PARKING

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LOT "O"

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PARKING

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LOT "X"

AutoCAD SHX Text

PARKING

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LOT "T"

AutoCAD SHX Text

PARKING

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LOT "S"

AutoCAD SHX Text

PARKING

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LOT "B"

AutoCAD SHX Text

PARKING

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LOT "V"

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PARKING

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LOT "C"

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PARKING LOT "I"

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PRKG. "R"

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PARKING

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LOT "D"

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PARKING

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LOT "W"

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PRKG."Q"

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PARKING

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LOT "Y"

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PARKING

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LOT "F"

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PARKING LOT "H"

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE B104 GENERATOR

VA I Health Care System Danville, Illinois

550-22-105

MULTIPLE

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

6/2/2023

04/06/2022SCHEMATIC DESIGN-35%

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM NO.07/08/2022DESIGN DEVELOPEMENT-65% 2022-05055 184-003025

5/12/2023CONSTRUCTION DOCUMENTS -95%

6/2/2023CONSTRUCTION DOCUMENTS -100%

STRUCTURAL- GENERAL NOTES

S000

DETAIL

S000

BREAK LINE

DOUBLE BREAK LINE

ELEVATION REFERENCE

SECTION REFERENCE

U.N.O. - UNLESS NOTED OTHERWISE

T/STEEL - TOP OF STEEL

T/CONCRETE - TOP OF CONCRETE

C/C - CENTER TO CENTER OR CENTER ON CENTER

N.S. - NEAR SIDE

F.S. - FAR SIDE

T.B.D. - TO BE DETERMINED

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CONSTRUCTION DOCUMENTS -100%

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1. CONCRETE: CONCRETE SHALL BE IN ACCORDANCE WITH ASTM-C150-TYPE 1. CONCRETE: CONCRETE SHALL BE IN ACCORDANCE WITH ASTM-C150-TYPE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI @ 28 DAYS WITH A 5" MAX SLUMP WITH WATER REDUCING ADMIX. CONCRETE FINISH SHALL BE WOOD FLOAT UNLESS OTHERWISE NOTED AND AIR ENTRAINED. REFERENCE SPECIFICATION 03 30 00 - CAST-IN-PLACE CONCRETE.CONTRACTOR SHALL BE AWARE OF HOT AND COLD WEATHER CONCRETE PRACTICES. 2. CONCRETE PLACEMENT SHALL CONFORM TO ACI 301 AND THESE NOTES. CLEAN CONCRETE PLACEMENT SHALL CONFORM TO ACI 301 AND THESE NOTES. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL CONCRETE HORIZONTAL SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED, UNLESS OTHERWISE NOTED. 3. CONCRETE FORMING, REINFORCING BAR PLACEMENT, QUALITY, MIXING, PLACING, CONCRETE FORMING, REINFORCING BAR PLACEMENT, QUALITY, MIXING, PLACING, CURING AND FINISHING SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-318 AND ACI-347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" (LATEST EDITION.) 4. ALL CONCRETE SHALL BE VIBRATED UTILIZING HIGH CYCLE INTERVAL VIBRATORS. ALL CONCRETE SHALL BE VIBRATED UTILIZING HIGH CYCLE INTERVAL VIBRATORS. 5. CONTRACTOR SHALL ESTIMATE HIS OWN MATERIAL QUANTITY TAKEOFFS. CONTRACTOR SHALL ESTIMATE HIS OWN MATERIAL QUANTITY TAKEOFFS. 6. CHAMFER ALL EXPOSED CONCRETE CORNERS. SEE ARCHITECTURAL/STRUCTURAL CHAMFER ALL EXPOSED CONCRETE CORNERS. SEE ARCHITECTURAL/STRUCTURAL DRAWINGS FOR REQUIREMENTS. 7. CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIXES. CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIXES. 8. CONCRETE SHALL BE PLACED IN SUCH A MANNER AS TO AVOID SEGREGATION. CONCRETE SHALL BE PLACED IN SUCH A MANNER AS TO AVOID SEGREGATION. 9. CONCRETE SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST SEVEN (7) DAYS. CONCRETE SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST SEVEN (7) DAYS. 10. CONCRETE FINISH - THE CONCRETE SHALL BE SCREENED AND FLOATED WITH CONCRETE FINISH - THE CONCRETE SHALL BE SCREENED AND FLOATED WITH STRAIGHT EDGE TO BRING THE SURFACE TO THE REQUIRED FINISH LEVEL WITH NO COURSE AGGREGATE VISIBLE. ONCE CONCRETE IS GREEN BUT SUFFICIENTLY HARDENED TO BEAR A MAN'S WEIGHT WITHOUT DEEP IMPRINT, CONCRETE SHALL BE WOOD FLOATED TO TRUE, EVEN PLANE WITH NO COURSE AGGREGATE VISIBLE. SUFFICIENT PRESSURE SHALL BE USED ON WOOD FLOATS TO BRING MOISTURE TO THE SURFACE. AFTER THE SURFACE MOISTURE HAS DISAPPEARED, CONCRETE SHALL BE FINISHED AS FOLLOWS: 11. BUILDING FLOOR SURFACES SHALL BE STEEL-TROWELED TO A SMOOTH, EVEN BUILDING FLOOR SURFACES SHALL BE STEEL-TROWELED TO A SMOOTH, EVEN DENSE FINISH, FREE FORM TROWEL MARKS. 12. ALL INTERIOR CONCRETE SLABS SHALL RECEIVE ONE APPLICATIONS OF CHEMICAL ALL INTERIOR CONCRETE SLABS SHALL RECEIVE ONE APPLICATIONS OF CHEMICAL HARDENER "LAPIDOLITH" BY SONNEBORNED BUILDING PRODUCTS OR APPROVED EQUAL. 13. AREAS OF PEDESTRIAN TRAFFIC SHALL BE BROOMED WITH A FIBER-BRISTLE BRUSH AREAS OF PEDESTRIAN TRAFFIC SHALL BE BROOMED WITH A FIBER-BRISTLE BRUSH IN A DIRECTION TRANSVERSE TO THE MAIN DIRECTION OF TRAFFIC. 14. EXTERIOR SLABS SHALL BE SLOPED AWAY FROM ADJACENT BUILDINGS. EXTERIOR SLABS SHALL BE SLOPED AWAY FROM ADJACENT BUILDINGS. 15. ALL STRUCTURAL STEEL AND OTHER EQUIPMENT SUPPORTED DIRECTLY ON A ALL STRUCTURAL STEEL AND OTHER EQUIPMENT SUPPORTED DIRECTLY ON A CONCRETE FOUNDATION SHALL BE GROUTED IN PLACE. 16. ALL INSERTS, SLEEVES, ANCHORS ELECTRICAL CONDUIT, PIPES OR OTHER ALL INSERTS, SLEEVES, ANCHORS ELECTRICAL CONDUIT, PIPES OR OTHER EMBEDDED ITEMS PASSING THROUGH FLOORS, WALLS SHALL BE LOCATED, SECURED IN POSITION PRIOR TO PLACING CONCRETE SO THAT: THEY ARE NOT CLOSER THAN THREE DIAMETERS ON CENTER. THE CONCRETE COVER IS NOT LESS THAN 2". THEY RUN BETWEEN REINFORCING AND DO NOT DISPLACE IT IN ANY MANNER.

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%%UCONCRETE GENERAL NOTES

AutoCAD SHX Text STRUCTURAL STEEL: 1. SIMPLE SHEAR CONNECTIONS NOT FULLY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE SELECTED BY THE STEEL FABRICATOR FROM APPROPRIATE AISC LOAD TABLES. SEE "SHOP DETAILING AND FABRICATION NOTES" ITEM 6. DOUBLE ANGLE, SINGLE ANGLE, OR WELDED SHEAR PLATE CONNECTIONS SHALL BE USED. BOLTED CONNECTIONS SHALL USE A MINIMUM OF 2 BOLTS. 2. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WITH EXPERIENCE IN THAT TYPE OF JOINT. WELDING SHALL BE ACCORDING TO AWS D1.1 LATEST EDITION, AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE. ALL WELDERS SHALL HAVE CURRENT AWS WELDING CERTIFICATES FOR THE TYPE OF WELD BEING PERFORMED. 3. UNLESS NOTED OTHERWISE, WELDS SHALL BE 3/16" THROAT THICKNESS. ALL WELDS SHALL USE E7018 ELECTRODES AND CONFORM TO AISC 360-10 TABLE J2.4. 4. DO NOT FIELD TORCH-CUT HOLES OR NOTCHES IN STEEL MEMBERS WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. 5. ALL BOLTED CONNECTIONS SHALL BE 3/4" DIA TYPE 'X' PRETENSION BEARING CONNECTIONS, UNLESS NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8.2 OF THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS. ALL BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS, ONE DTI WASHER & ONE HARDENED WASHER TO BE INSTALLED UNDER TURNED ELEMENT FOR EACH BOLT. 6. FURNISH AND INSTALL OTHER MISCELLANEOUS STEEL AS CALLED OUT OR REQUIRED BY ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 7. PROVIDE 5,000 PSI NON-SHRINK GROUT UNDER BASE PLATES AND BEARING PLATES WHERE INDICATED.

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%%USTRUCTURAL NOTES

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1. ALL LIGHT LINE UNDERGROUND UTILITIES SHOWN ARE EXISTING. SEE APPROPRIATE ALL LIGHT LINE UNDERGROUND UTILITIES SHOWN ARE EXISTING. SEE APPROPRIATE DISCIPLINE DRAWINGS FOR NEW LINE WORK SHOWN. OTHER UTILITIES MAY NOT BE SHOWN FOR CLARITY. WORK THIS DOCUMENT WITH OTHER DOCUMENTS FULLY IN THE SET. COORDINATION WITH OTHER TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. PRIOR TO THE START OF CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL PRIOR TO THE START OF CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL THOROUGHLY REVIEW THE WORK TO BE PERFORMED AND EXAMINE THE WORK AREAS. SHOULD THE CONTRACTOR OBSERVE ANY CONDITIONS WHICH VARY FROM INFORMATION SHOWN ON THE PROJECT PLANS, HE SHALL NOTIFY THE VA COR. IF GC DOES NOT FOLLOW THIS COURSE OF ACTION AND ERRORS ARE MADE ON THE JOB SITE DUE TO INCORRECT DIMENSIONS AND ELEVATIONS, THE G.C. WILL MAKE THE APPROPRIATE FIELD CORRECTIONS AT THEIR EXPENSE. 3. COORDINATE NEW PAD DETAILS WITH ELECTRICAL AND STRUCTURAL DETAILS. COORDINATE NEW PAD DETAILS WITH ELECTRICAL AND STRUCTURAL DETAILS. 4. VERIFY PLACEMENT OF NEW CONCRETE WORK FOR GENERATOR AND COMPONENTS VERIFY PLACEMENT OF NEW CONCRETE WORK FOR GENERATOR AND COMPONENTS WITH OTHER EXISTING SITE INFRASTRUCTURE CONDITIONS ADJOINING OR AFFIXING TO. PROVIDE ADJUSTMENTS OR ADDITIONAL WORK WHERE REQUIRED WITH SITE CONDITIONS REQUIREMENTS AS WELL AS FOR EQUIPMENT. 5. STRUCTURAL COMPONENTS MAY RELY ON EACH OTHER FOR STABILITY, HENCE THEY STRUCTURAL COMPONENTS MAY RELY ON EACH OTHER FOR STABILITY, HENCE THEY MAY BE UNSTABLE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF ALL STRUCTURAL COMPONENTS DURING THE CONSTRUCTION PROCESS. THE CONTRACT DRAWINGS REPRESENT THE COMPLETED STRUCTURE, AT TIME OF SUBSTANTIAL COMPLETION. UNLESS NOTED OTHERWISE, THEY DO NOT REPRESENT THE MEANS AND METHODS OF CONSTRUCTION. SEQUENCING AND MEANS-AND-METHODS OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 6. NOT APPLICABLE NOT APPLICABLE 7. DESIGN NOTES DESIGN NOTES 7.1. CODES: CODES: INTERNATIONAL BUILDING CODE, 2015, IBC 1603.01 ASCE 7-10, AMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 15TH EDITION AWS D1.1 - AMERICAN WELDING SOCIETY, LATEST EDITION. AMERICAN CONCRETE INSTITUTE, LATEST EDITION COMPLY WITH ALL LOCAL CODES AND LAWS, INCLUDING OSHA REGULATIONS. REFERENCED OTHERS DEFINED ON GI002.

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%%UGENERAL NOTES

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1. CONCRETE PROTECTION SHALL BE IN ACCORDANCE WITH ACI 318. 2. ALL FIELD BENDING OF REINFORCING SHALL BE DONE COLD. DO NOT HEAT REINFORCEMENT. 3. BAR LAPS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE. STAGGER SPLICES OF REINFORCING BY 24 INCHES AT ALTERNATE BARS. TYPICAL- 48 DB TIES- 38 DB 4. HOLD REINFORCING IN PLACE DURING CASTING OPERATIONS. 5. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED. 6. ALL NEW REINFORCING BARS SHALL BE FREE OF DIRT, OIL, MILL SCALE AND ICE ALL NEW REINFORCING BARS SHALL BE FREE OF DIRT, OIL, MILL SCALE AND ICE PRIOR TO PLACING IN FORMS OR PLACING CONCRETE. 7. REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS WITH 60,000 PSI REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS WITH 60,000 PSI MINIMUM YIELD STRENGTH AND SHALL BE IN ACCORDANCE WITH ASTM A-615 SPECIFICATIONS.

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%%UREINFORCING BARS GENERAL NOTES

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%%UGENERAL SYMBOLS AND ABBREVIATIONS

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DETAIL NUMBER

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DRAWING NUMBER WHERE SHOWN

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SECTION LETTER

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DRAWING NUMBER WHERE DRAWN

AutoCAD SHX Text SHOP DETAILING NOTES 1. SHOP DRAWINGS SHALL BE SUBMITTED BY THE FABRICATOR FOR APPROVAL AND SHOP DRAWINGS SHALL BE SUBMITTED BY THE FABRICATOR FOR APPROVAL AND SHALL CONFORM TO PROJECT SPECIFICATIONS. THE ENGINEERS REVIEW OF SHOP DRAWINGS SHALL BE FOR CONFORMANCE TO THE DESIGN INTENT OF THE CONTRACT DRAWINGS AND SHALL NOT BE CONSTRUED AS A COMPLETE DIMENSIONAL CHECK AND SHALL NOT RELIEVE THE FABRICATOR/DETAILER FROM HIS RESPONSIBILITY FOR THE ACCURACY OF DETAIL DIMENSIONS AND COMPLETENESS OF THESE SHOP DRAWINGS, NOR THE GENERAL FIT-UP OF PARTS TO BE ASSEMBLED IN THE FIELD. 2. ALL WELDS SHALL BE CONTINUOUS. STITCH WELDING IS NOT PERMITTED. UNLESS ALL WELDS SHALL BE CONTINUOUS. STITCH WELDING IS NOT PERMITTED. UNLESS NOTED. 3. FILLET WELD SIZE SHALL CONFORM TO AISC 360-10 TABLE J2.4, MINIMUM FILLET FILLET WELD SIZE SHALL CONFORM TO AISC 360-10 TABLE J2.4, MINIMUM FILLET WELD IS 3/16". 4. TYPICAL FIELD WELDS ARE SHOWN ON DESIGN DRAWINGS. TYPICAL FIELD WELDS ARE SHOWN ON DESIGN DRAWINGS. 5. WELDING OF HIGH STRENGTH BOLTS AND NUTS IS NOT PERMITTED. WELDING OF HIGH STRENGTH BOLTS AND NUTS IS NOT PERMITTED. 6. BEAM CONNECTIONS: BEAM CONNECTIONS: USE CLIP ANGLED OF 5/16" MINIMUM THICKNESS. THE MINIMUM CONNECTION SHALL BE TWO 3/4" DIAMETER BOLTS IN SINGLE SHEAR OR EQUIVALENT WELD. WHEN REACTIONS ARE NOT INDICATED, SELECT A CONNECTION CAPABLE OF SUPPORTING ONE HALF OF THE TOTAL ALLOWABLE UNIFORM LOAD CAPACITY OF THE GIVEN MEMBER FOR SPAN AND GRADE OF STEEL USING ALLOWABLE UNIFORM LOAD TABLES IN THE AISC MANUAL OF STEEL CONSTRUCTION (LATEST EDITION). 7. BRACING CONNECTIONS: BRACING CONNECTIONS: BRACING SHALL BE CONNECTED TO ALL INTERSECTING MEMBERS. TURN VERTICAL ELEMENTS OF ANGLES AND TEES DOWN. BACK TO BACK PLACEMENT OF ELEMENTS IS PROHIBITED UNLESS SPECIFICALLY INDICATED. 8. WELDED CONNECTIONS: WELDED CONNECTIONS: FRAMED BEAM CONNECTIONS SHALL BE SHOP WELDED/ FIELD BOLTED CONNECTIONS UNLESS OTHERWISE NOTED. 9. FOR DOUBLE BEAM CONNECTIONS AT COLUMN WEBS, THE FABRICATOR MUST FOR DOUBLE BEAM CONNECTIONS AT COLUMN WEBS, THE FABRICATOR MUST SUPPLY A BEAM SEAT OR EQUAL WITH A MEANS OF POSITIVE ATTACHMENT TO SUPPORT THE FIRST BEAM WHILE THE SECOND BEAM IS BEING ERECTED. 10. ONE SIDED OR OTHER TYPES OF ECCENTRIC CONNECTIONS WILL NOT BE PERMITTED, ONE SIDED OR OTHER TYPES OF ECCENTRIC CONNECTIONS WILL NOT BE PERMITTED, UNLESS NOTED. 11. ALL STRUCTURAL SHAPES, PLATES AND BARS ATTACHED TO BASE PLATES, STUB ALL STRUCTURAL SHAPES, PLATES AND BARS ATTACHED TO BASE PLATES, STUB COLUMN OR CAP PLATES SHALL BE MILLED TO PROVIDE FULL BEARING. 12. BEAMS. GIRDERS AND TRUSSES SHALL BE CAMBERED WHERE NOTED ON THE BEAMS. GIRDERS AND TRUSSES SHALL BE CAMBERED WHERE NOTED ON THE CONTRACT DESIGN DRAWINGS. FABRICATION AND FIELD ERECTION NOTES 1. STRUCTURAL STEEL SHALL BE ERECTED, IN ACCORDANCE WITH PROJECT STRUCTURAL STEEL SHALL BE ERECTED, IN ACCORDANCE WITH PROJECT SPECIFICATIONS. 2. FIELD ERECTION BY CONTRACTOR. FIELD ERECTION BY CONTRACTOR. 3. FIELD ERECTION AIDS, IF REQUIRED, SHALL BE FURNISHED AND INSTALLED BY THE FIELD ERECTION AIDS, IF REQUIRED, SHALL BE FURNISHED AND INSTALLED BY THE ERECTOR. AFTER ERECTION, ALL ERECTION AIDS SHALL BE REMOVED BY THE ERECTOR. 4. MARKED END OF PIECES TO CORRESPOND WITH LOCATION OF PIECE MARKS AS MARKED END OF PIECES TO CORRESPOND WITH LOCATION OF PIECE MARKS AS SHOWN ON ERECTION PIECE MARK DRAWINGS. MARKS ARE GENERALLY ON THE LEFT END OF THE PIECE. 5. WELDING PER PROJECT SPECIFICATIONS. WELDING PROCEDURES AND WELDER WELDING PER PROJECT SPECIFICATIONS. WELDING PROCEDURES AND WELDER QUALIFICATION TEST REPORT SHALL BE SUBMITTED FOR ALL NON-PREQUALIFIED WELDS PER AWS D1.1. WELDING ELECTRODES SHALL BE E70 LOW HYDROGEN. 6. FIELD TOUCH UP OF SHOP PRIMER PAINT AT FIELD SPLICES, BRACING GUSSET FIELD TOUCH UP OF SHOP PRIMER PAINT AT FIELD SPLICES, BRACING GUSSET PLATE CONNECTIONS, BEAM CONNECTIONS OR ANY OTHER MISCELLANEOUS AREAS AROUND BOLT HOLES IS THE RESPONSIBILITY OF THE FIELD PAINTING CONTRACTOR. 7. ALL RIGGING EQUIPMENT SHALL MEET CURRENT (OSHA) 29 CFR 1910 ALL RIGGING EQUIPMENT SHALL MEET CURRENT (OSHA) 29 CFR 1910 REQUIREMENTS. ALL RIGGING SHALL BE PERFORMED BY EXPERIENCED AND QUALIFIED RIGGING PERSONNEL.

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%%USHOP DETAILING AND FABRICATION NOTES

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1. BASE PLATES SHALL CONFORM TO ASTM A572 GR 50. BASE PLATES SHALL CONFORM TO ASTM A572 GR 50. 2. CONNECTION PLATES (GUSSET PLATES FOR BRACING), STIFFENER PLATES, ETC. CONNECTION PLATES (GUSSET PLATES FOR BRACING), STIFFENER PLATES, ETC. SHALL CONFORM TO ASTM A572 GR. 50 3. W AND WT SHAPES SHALL CONFORM TO ASTM A992 GR. 50. SEE PAINTING W AND WT SHAPES SHALL CONFORM TO ASTM A992 GR. 50. SEE PAINTING TABLES FOR REQUIRED FINISHES. 4. C SHAPES SHALL CONFORM TO ASTM A36. SEE PAINTING TABLES FOR REQUIRED C SHAPES SHALL CONFORM TO ASTM A36. SEE PAINTING TABLES FOR REQUIRED FINISHES. 5. L SHAPES SHALL CONFORM TO ASTM A36. SEE PAINTING TABLES FOR REQUIRED L SHAPES SHALL CONFORM TO ASTM A36. SEE PAINTING TABLES FOR REQUIRED FINISHES. 6. HSS SQUARE/RECTANGLE SHAPES SHALL CONFORM TO ASTM A500 GR B SEE HSS SQUARE/RECTANGLE SHAPES SHALL CONFORM TO ASTM A500 GR B SEE PAINTING TABLES FOR REQUIRED FINISHES. 7. HSS ROUND SHAPES SHALL CONFORM TO ASTM A500 GR B HSS ROUND SHAPES SHALL CONFORM TO ASTM A500 GR B 8. STRUCTURAL PIPES SHALL CONFORM TO ASTM A53 STRUCTURAL PIPES SHALL CONFORM TO ASTM A53 9. WELDING ELECTRODES SHALL CONFORM TO E7018, UNLESS NOTED. WELDING ELECTRODES SHALL CONFORM TO E7018, UNLESS NOTED. 10. STRUCTURAL BOLTS SHALL CONFORM TO ASTM F3125 Gr. A325 STRUCTURAL BOLTS SHALL CONFORM TO ASTM F3125 Gr. A325 11. HEAVY HEX NUTS SHALL CONFORM TO ASTM A563. HEAVY HEX NUTS SHALL CONFORM TO ASTM A563. 12. HARDENED WASHERS SHALL CONFORM TO ASTM F436. HARDENED WASHERS SHALL CONFORM TO ASTM F436. 13. DIRECT TENSION INDICATOR (DTI) WASHERS SHALL CONFORM TO ASTM F959, DIRECT TENSION INDICATOR (DTI) WASHERS SHALL CONFORM TO ASTM F959, UNLESS NOTED. 14. STANDARD RAILING, STAIR RAILING, POSTS AND HANDRAIL SHALL CONFORM TO STANDARD RAILING, STAIR RAILING, POSTS AND HANDRAIL SHALL CONFORM TO ASTM A500 GR B, UNLESS NOTED. SEE PAINTING TABLES FOR REQUIRED FINISHES. 15. GRATING AND STAIR TREADS SHALL CONFORM TO THE NATIONAL ASSOCIATION OF GRATING AND STAIR TREADS SHALL CONFORM TO THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM) SPECIFICATIONS. 16. EXTERIOR GRATING TO BE GALVANIZED CARBON STEEL TYPE 19-W-4, 1 1/4"X EXTERIOR GRATING TO BE GALVANIZED CARBON STEEL TYPE 19-W-4, 1 1/4"X 3/16" PLAIN BEARING BARS. BAND ALL ENDS AND OPENINGS. 17. EXTERIOR STAIR TREADS TO BE GALVANIZED CARBON STEEL TYPE 19-W-4, EXTERIOR STAIR TREADS TO BE GALVANIZED CARBON STEEL TYPE 19-W-4, 1 1/4"X 3/16" PLAIN BEARING BARS. STAIR TREADS TO BE SHOP ASSEMBLED TO STRINGERS USING (2) 3/8" DIAMETER A307 GR A BOLTS, NUTS, HARDENED WASHERS AND LOCK WASHERS. 18. GALVANIZED MATERIAL SHALL NOT BE PAINTED. UNLESS NOTED. GALVANIZED MATERIAL SHALL NOT BE PAINTED. UNLESS NOTED. 19. BASE PLATES SHALL BE GROUTED USING 5 - STAR DP EPOXY GROUT OR BASE PLATES SHALL BE GROUTED USING 5 - STAR DP EPOXY GROUT OR APPROVED EQUAL IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 20. ANCHOR BOLTS (CAST IN PLACE) SHALL CONFORM TO ASTM F1554 GR. 55, ANCHOR BOLTS (CAST IN PLACE) SHALL CONFORM TO ASTM F1554 GR. 55, UNLESS NOTED.

%%UMATERIALS NOTES

STRUCTURAL GENERATOR PAD

AND UNDERGROUND DETAILS

S100

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE B104 GENERATOR

VA I Health Care System Danville, Illinois

550-22-105

MULTIPLE

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

6/2/2023

04/06/2022SCHEMATIC DESIGN-35%

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM NO.07/08/2022DESIGN DEVELOPEMENT-65% 2022-05055 184-003025

5/12/2023CONSTRUCTION DOCUMENTS -95%

6/2/2023CONSTRUCTION DOCUMENTS -100%

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T.B.D TYP.

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T.B.D TYP.

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NTS

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CONSTRUCTION DOCUMENTS -100%

AutoCAD SHX Text %%uTYPICAL TRENCH DETAIL

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INITIAL BACKFILL (CA-6)

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12" MINIMUM

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MAXIMUM WIDTH

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2' PLUS OUTSIDE

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MINIMUM THICKNESS 4"

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DUCT BEDDING AND

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TRENCH BACKFILL (CA-6)

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WHEN WITHIN 2' OR UNDER

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ANY PAVEMENT, DRIVEWAY,

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SUBGRADE

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DUCT BANK

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OR SIDEWALK

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COORDINATE WITH ELECTRICAL DUCTBANK DETAILS

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4 RUNS TOT.

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6 EA. RUN

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3" CLR

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3" CLR.

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#4 @ 12" EA. WAY TOP & BOT.

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#4 HORIZ.

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%%UGENERATOR PAD DETAIL

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%%UGENERATOR PAD PLAN

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

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SCALE: 1" = 1'-0"

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PLACE CA-6 MATERIAL IN 6" LIFTS COMPACTED TO 95% MODIFIED PROCTOR DENSITY.

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1'-O" TYP

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GRADE

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T/SLAB EL. 639.40

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#4 PERIM. BENT BARS @12"

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AND COORDINATE WITH ELECTRICAL E501

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SEE CIVIL PROFILE CU101

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1. DIMENSIONS AND OVERALL WEIGHT OF THE DIMENSIONS AND OVERALL WEIGHT OF THE GENERATOR/ENCLOSURE/SUBBASE TANK PROVIDED FOR BASIS OF DESIGN CALCULATIONS OF STRUCTURAL SLAB AND REINFORCEMENTS. ADJUST STRUCTURAL PAD BASED ON SPECIFIC MANUFACTURER'S DIMENSIONS AND WEIGHTS AT THE TIME OF SUBMITTALS. CONTRACTOR TO PROVIDE FOR REVIEW ALL STRUCTURAL CALCULATIONS AFFECTED BY CHANGE IN BASIS OF DESIGN. WIDTH OF PAD (17'-6") IS MAXIMUM ALLOWABLE PER FIELD SITE CONDITIONS RELATED TO ADJOINING GENERATOR PAD. 2. SEE OTHER EQUIPMENT SPECIFIC NOTES RELATED SEE OTHER EQUIPMENT SPECIFIC NOTES RELATED TO INSTALLATIONS OF ELECTRICAL IN THE PROJECT DOCUMENTS AND SPECIFICATIONS. ADJUST AS NECESSARY TO MEET INTENT OF THE CONSTRUCTION. 3. SLAB REINFORCEMENT CONSISTS OF BARS PLACED SLAB REINFORCEMENT CONSISTS OF BARS PLACED AS SHOWN. SHORT SPAN BARS SHALL BE ON THE BOTTOM LAYER. 4. STRUCTURES SHALL BE OF REINFORCED CONCRETE. STRUCTURES SHALL BE OF REINFORCED CONCRETE. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS UNLESS OTHERWISE SPECIFIED.

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%%UPROJECT NOTES

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GENERATOR AND STAIR ASSEMBLE

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SEE E501 FOR DUCTBANK CONFIGURATIONS

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3" CLR TYP.

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B58 GEN EX. PAD

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PROVIDE CONSTRUCTION JOINT, REBAR SHALL BE CONTINUED THROUGH JOINT.

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4' MINIMUM

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SEE E501

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NEW QUICK-CONNECT/ LOAD BANK FOR GENERATOR REFER TO EP100 AND E501

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NEW LOAD BANK FOR GENERATOR REFER TO EP100 AND E501

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PROVIDE SAWCUT CONTROL JOINT, REBAR SHALL BE CONTINUED THROUGH JOINT.

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CONDUIT OPENINGS

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#4 BAR X 4'-0" LG T&B (TYP.)

AutoCAD SHX Text SIZE NUMBER AND LOCATION OF GENERATOR ANCHOR BOLTS TO BE PROVIDED BY EQUIPMENT MANUFACTURER.

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1/8" X 1-1/2" SAW CUT JOINT FILL WITH FLEXIBLE SILICONE SEALANT

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2X4 KEY CENTERED

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NTS

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%%UTYPICAL CONTROL JOINT DETAILS

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COORDINATE WITH ELECTRICAL DUCTBANK DETAILS

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NTS

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%%UTYPICAL CONSTRUCTION JOINT DETAILS

COORDINATE WITH ELECTRICAL DUCTBANK DETAILS

S101

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE B104 GENERATOR

VA I Health Care System Danville, Illinois

550-22-105

MULTIPLE

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

6/2/2023

04/06/2022SCHEMATIC DESIGN-35%

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM NO.07/08/2022DESIGN DEVELOPEMENT-65% 2022-05055 184-003025

5/12/2023CONSTRUCTION DOCUMENTS -95%

6/2/2023CONSTRUCTION DOCUMENTS -100%

STRUCTURAL STAIR DETAILS

AutoCAD SHX Text L3 1/2 x 3 1/2 x 3/8" x 0'-4" (MINIMUM)- BOTH SIDES TOED INWARD

AutoCAD SHX Text 5/8" X 5" HILTI ANCHOR, HAS-EROD, W/HT-RE500 V3 ADHESIVE, 3" MIN. EMBEDMENT (OR APPROVED EQUAL)

AutoCAD SHX Text

6 SPACES @ 8"=4'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text C10 X 15.3

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4" X 1/4" TOE BOARD -ONE SIDE OF LANDING

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1 1/2" SCH 40 CS PIPE - HANDRAILING

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FULL HANDRAILING - OUTER SIDE OF LANDING. STRINGER HANDRAILING

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GRIND SMOOTH - CORNER WITH 1" RADIUS

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1-1/2" SCH 40 CS PIPE - GUARD RAILING

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1 1/2" SCH 80 CS PIPE - POSTS

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1 1/4" BEARING BARS STEEL TREAD - 6 PLS.

AutoCAD SHX Text 45°

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T/SLAB

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T/SLAB

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TOP OF TANK

AutoCAD SHX Text 3'-8"

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TOP OF LANDING- VERIFY WITH MANUFACTURER'S DRAWINGS

AutoCAD SHX Text 4'-8"

AutoCAD SHX Text STAIR SHOWN ONE END- TYPICAL FOR OTHER END- COORDINATE WITH MANUFACTURER'S DRAWINGS

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19-W-4 RY-WELD 1 1/4" X 3/16" GALVANIZED OPEN STEEL GRATING

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CJP

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CJP

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BEARING BAR

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PLATFORM

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STEEL

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1 1/4" BEARING BARS STEEL

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1 1/2"DIA SOLID ROUND BARS - HANDRAILING

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SHOP WELD BEARING BARS TO STEEL

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AT EACH CORNER AND

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24" MAX INTERVALS

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CONSTRUCTION DOCUMENTS -100%

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%%USTRUCTURAL NOTES

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1. REFER TO GENERATOR MANUFACTURER'S DRAWINGS FOR STAIRS REFER TO GENERATOR MANUFACTURER'S DRAWINGS FOR STAIRS DIMENSIONS AND ASSEMBLY HEIGHTS. DETAILS DO NOT SPECIFICALLY CALL OUT ALL NECESSARY COMPONENTS FOR ADJOINING TO GENERATOR ENCLOSURE. SUPPORT WALKWAY WITH APPLICABLE MEANS AND METHODS. ALL HANDRAILING SHOULD BE DESIGNED AND INSTALLED PER ALL APPLICABLE OSHA STANDARDS.

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%%USTRUCTURAL STAIR AND WALKWAY - DETAIL -TYP 2 PLS,

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3"

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SCALE: 1" = 1'-0"

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%%USTRUCTURAL STAIR - DETAIL

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text 6"

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AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

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GRATING ATTACHMENT DETAIL SCALE: 1" = 1'- 0" REFERENCE THIS SHEET

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STRINGER- MOMENT CONNECTION SCALE: 1" = 1'- 0" REFERENCE THIS SHEET

AutoCAD SHX Text

WALKWAY SUPPORTS

S102

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

POC: Aslam Husain

REPLACE B104 GENERATOR

VA I Health Care System Danville, Illinois

550-22-105

MULTIPLE

Project Director

Revisions: Date:

9245 Calumet Ave. Suite 205, Phone: (219) 836-2120 Fax: (219) 836-1129 Munster, IN 46321

6/2/2023

04/06/2022SCHEMATIC DESIGN-35%

P: 937-224-0861 www.heapy.com

PROJECT NO. STATE COA FIRM NO.07/08/2022DESIGN DEVELOPEMENT-65% 2022-05055 184-003025

5/12/2023CONSTRUCTION DOCUMENTS -95%

6/2/2023CONSTRUCTION DOCUMENTS -100%

STRUCTURAL EXHAUST PIPE

SUPPORT DETAILS

3 July 2023

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 5'-8"

AutoCAD SHX Text 10'-4"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

NEW GENERATOR ENCLOSURE

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BUILDING 98

AutoCAD SHX Text 15'-9 1/2"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 12" Ø

AutoCAD SHX Text HILTI HIT-HY 70 HYBRID MASONRY ANCHOR W/ 1/2"Ø X 5" HAS-E ROD AND 3 1/8" MIN. EMBED. (TYP)

AutoCAD SHX Text

SUPPORT 1 EL. 658.4 SUPPORT 2 EL. 668.4 SUPPORT 3 EL. 678.4 SUPPORT 4 EL. 688.4

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12"Ø U-BOLT ANVIL FIG. 137 (TORQUE NUTS TO 10 FT-LBS)

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1/4"

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3 SIDES

AutoCAD SHX Text L4 X 4 X 3/8" X 1'-9"

AutoCAD SHX Text L4 X 4 X 3/8 X 2'-4"

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5/8"Ø HOLES FOR 1/2"Ø BOLT (TYP.)

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12"Ø U-BOLT ANVIL FIG. 137

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APPROX 16 FT

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GRADE

AutoCAD SHX Text 12" Ø

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 12" Ø

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 12" Ø

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T/PARAPET

AutoCAD SHX Text 638.9

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

EL. 658.4

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EL. 668.4

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EL. 678.4

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EL. 688.4

AutoCAD SHX Text 1'-10 1/4"

AutoCAD SHX Text 30°

AutoCAD SHX Text 12" Ø

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

EL. 655.4

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6"Ø U-BOLT ANVIL FIG. 137 W/ 1/4" VERT. GAP AT SECTION A-A.

AutoCAD SHX Text

12"Ø PIPE AT B-B

AutoCAD SHX Text L4 X 4 X 3/8 X 1'-9"

AutoCAD SHX Text L4 X 4 X 3/8 X 3'-4"

AutoCAD SHX Text HILTI HLT-HY70 HYBRID MASONRY ANCHOR W/ 1/2" Ø X 5" LG HAS-E ROD & 3 1/8" MIN. EMBEDMENT (TYP.)

AutoCAD SHX Text 3/16"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

3 SIDES

AutoCAD SHX Text PROVIDE 12"Ø U-BOLT ANVIL FIG. 137. 0" VERT. GAP AT SECTION B-B AND TIGHTEN U-BOLT NUTS TO 10 FT-LBS.

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6"Ø PIPE AT A-A

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5/8"Ø HOLE FOR 1/2"Ø BOLT (TYP.)

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS -100%

AutoCAD SHX Text

AutoCAD SHX Text A-A

AutoCAD SHX Text B-B

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%%UDETAIL D-D EXHAUST PIPE SUPPORT DETAIL

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

%%UELEVATION C-C EXHAUST PIPE RISER

AutoCAD SHX Text

SUPPORT EVERY 10'-0" UP TO 3RD FLOOR ROOF CONTRACTOR TO ADJUST FOR DISCREPANCY

AutoCAD SHX Text

%%USECTION A-A & B-B

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3"

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SCALE: 1" = 1'-0"

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%%UEXHAUST PIPE PLAN VIEW

AutoCAD…

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File details come from the government source that posted it. Updated Oct 5, 2026.