Revised Drawings 550-24-203 (1).pdf

PDF 7 MB Posted Nov 20, 2023

Attached to: Z1DA--550-24-203 Replace Roof B-98 Ambulance Bay & B-58 Chiller Area Roof
Solicitation number: 36C25224B0002
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

About this file

Written by GovTribe AI · Dec 21, 2023

This document package includes bid documents for a roof replacement project at a Veterans Affairs medical center. The project involves replacing the roof on Building 58's chiller area and Building 98's ambulance bay at the VA Illiana Health Care System in Danville, Illinois. Drawings and specifications are provided for demolishing the existing EPDM roof systems and installing new tapered rigid insulation and a 60 mil white TPO membrane on both buildings. Additional scope includes reinstalling equipment, adding walkway pads and two-way vents, and properly terminating the lightning protection system. Bidders must schedule demolition and new work with the contracting officer's representative and follow safety protocols. The bid due date is not specified.

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Other files

File	Type	Posted
Wage Determination 11-17-23.pdf	PDF	Nov 20, 2023
Revised Specifications 550-24-203.pdf	PDF	Nov 20, 2023
36C25224B0002 0001.docx	DOCX document	Nov 20, 2023
SOW Synopsis.pdf	PDF	Nov 7, 2023
Wage Determination 11-07-23.pdf	PDF	Nov 7, 2023
Specifications.pdf	PDF	Nov 7, 2023
Pre-Construction Checklist 550-24-203.pdf	PDF	Nov 7, 2023
Drawings.pdf	PDF	Nov 7, 2023
36C25224B0002_1.docx	DOCX document	Nov 7, 2023

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REPLACE ROOF B-98 AMBULANCE

BAY & B-58 CHILLER AREA ROOF

BID DOCUMENTS

VA ILLIANA HEALTH CARE SYSTEM

1900 EAST MAIN STREET, DANVILLE, IL 61832

B-58 ROOF TOP

CHILLER AREA

B-98 AMBULANCE

BAY AREA ROOF

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT:

Project Director

Revisions: Date:

Drawing Title

Approved:

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Director

GI 1

COVER SHEET BID DOCUMENTS

FULLY SPRINKLERED

REPLACE ROOF BLDG-98

AMBULANCE BAY & BLDG-58

CHILLER ROOF AREA

DANVILLE, IL

550-24-203

BLDG 58 & 98

11.16.2023

DOCUMENTATION SET LIST

DWG NUM SHEET NAME

GI 1 COVER SHEET

GI 2 GENERAL NOTES & SITE PLANS

GI 3 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

58-AS 1 BLDG-58 ROOF TOP CHILLER AREA DEMOLITION PLAN

58-AS 2 BLDG-58 ROOF TOP CHILLER AREA NEW ROOF PLAN

98-AS 1 BLDG-98 AMBULANCE BAY ROOF DEMOLITION PLAN

98-AS 2 BLDG-98 AMBULANCE BAY NEW ROOF PLAN

AS 3 ROOF DETAILS

AS 4 ROOF DETAILS

ES 1 LIGHTENING GROUNDING DETAILS

VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS

A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION,

ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW

STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER

CODES AND STANDARDS THAT THE VA FOLLOWS ON ITS PROJECTS:

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECS, VA NATIONAL CAD STANDARD

APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY

INTERNATIONAL BUILDING CODE (WHEN REFERENCED IN VA DESIGN DOCUMENTS) -

LATEST VERSION

NFPA 101 LIFE SAFETY CODE

NFPA NATIONAL FIRE CODES, WITH EXCEPTION OF NFPA 900, AND NFPA 5000

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

VA SEISMIC DESIGN REQUIREMENTS, H-18-8

NATIONAL ELECTRICAL CODE

INTERNATIONAL PLUMBING CODE

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE

INSTITUTE AND COMMENTARY (ACI 318)

MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (AISC)

ENERGY POLICY ACT OF 2005 (EPACT)

:9919A :1259816.3010 :1192939.1750 :639.93

24"DIA W/

20' DRIP

24"DIA W/

15' DRIP

TRANSFORMER

FO FO

RESERVED

EX-POW

RESERVED

EX-POW

GATE

UNKNOWN

UTILITY

MARKING

7' CHAIN

LINK FENCE

METAL POST

(TYP)

SSMH (3459)

RIM: 639.90

INV IN: 636.30 (NE)

INV IN: 634.75 (SE)

INV IN: 628.95 (S)

INV IN: 635.85 (SW)

INV OUT: 628.95 (N)

6"VC

4"VC

8"V C

4"V C

10"VC

SSMH (4000)

DOGHOUSE MH

RIM: 639.62

INV IN: 630.22 (NE)

INV IN: 628.52 (SE)

INV OUT: 628.52 (NW)

(HOLE IN TOP OF 10"VC PIPE)AI

CONDIT

NIN

UNIT

BUILDING

# 58

COVE

RED

COVERED WALKWAY

ST (1035)

RIM: 638.80

INV IN: 627.27 (NE)

INV IN: 626.45 (SE)

INV OUT: 626.40 (SW)

:9916A :1259933.5780 :1192826.7520 :639.23

SSMH (3458)

RIM: 639.16

INV IN: 625.05 (SE)

INV IN: 624.21 (NE)

INV OUT: 624.16 (W)

10"VC

CAPPROX.

LOCATION

SSMHCURB INLET

REPORTED

RIM: 637.12

INV IN: 635.0 (NE)

INV OUT: 631.8 (SW)

C C

T T

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT:

Project Director

Revisions: Date:

Drawing Title

Approved:

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Director

GI 2

GENERAL NOTES AND SITE PLANS BID DOCUMENTS

FULLY SPRINKLERED

REPLACE ROOF BLDG-98

AMBULANCE BAY & BLDG-58

CHILLER ROOF AREA

DANVILLE, IL

550-24-203

BLDG 58 & 98

11.16.2023

1 BLDG-98 AREA OF WORK

SCALE: NTSGI 2

1 BLDG-58 AREA OF WORK

SCALE: NTSGI 2

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F.F. ELEV.: 643.84 FT.

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F.F. ELEV.: 640.32 FT.

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F.F. ELEV.: 643.80 FT.

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F.F. ELEV.: 642.28 FT.

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AutoCAD SHX Text GENERAL 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS REQUIRED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 3. THE UTILITIES INDICATED ON THESE PLANS MAY NOT THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPLETE INVENTORY OF ALL UTILITIES CURRENTLY ON OR NEAR THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PUBLIC AND/OR PRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING CONSTRUCTION. 4. THE SIZE AND LOCATIONS OF THE UTILITIES THE SIZE AND LOCATIONS OF THE UTILITIES INDICATED ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 5. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE AND CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO CONSTRUCTION SO THAT REDESIGN OR CLARIFICATION MAY OCCUR. SITE PLAN 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO CONSTRUCTION. 2. ANY DISCREPANCIES IDENTIFIED SHALL BE BROUGHT ANY DISCREPANCIES IDENTIFIED SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE. 3. WHERE WORK IS DONE IN EXISTING AREAS, THE WHERE WORK IS DONE IN EXISTING AREAS, THE EXISTING FINISHED CONDITIONS ARE TO BE REPAIRED OR REPLACED. THESE FINISHED CONDITIONS ARE TO MATCH EXISTING UNLESS OTHERWISE NOTED. 4. ANY DAMAGE INCURRED THROUGH THE PROCESS OF ANY DAMAGE INCURRED THROUGH THE PROCESS OF DEMOLITION AND INSTALLATION OF THE NEW ROOFING SYSTEMS TO THE EXISTING LANDSCAPING AND NEARBY INFRASTRUCTURE SHALL BE REPAIRED AT THE COST OF THE CONTRACTOR.

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SITE NOTES

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CONSTRUCTION FENCE

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SILT FENCE

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CONSTRUCTION LIMITS

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LEGEND

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SEEDING LIMITS

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CONSTRUCTION STAGING LIMITS

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BUILDING LIMITS

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EQUIPMENT LAYDOWN AREA

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

XXXX

SCALE: ??

VIEW TITLE

NORTH

ARROW

EXTENT OF REVISION

REVISION SET

PROJECT

BOUNDARY

BEYOND PROJECT BOUNDARY,

NIC

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

A/E

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

BLDG BUILDING

CMU CONCRETE MASONRY UNIT

CTR CENTER

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

E EAST

EA EACH

EPA ENVIRONMENTAL PROTECTION AGENCY

EQ EQUAL

ETC AND SO FORTH OR ET CETERA

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

F FAHRENHEIT OR FEMALE

FEC FIRE EXTINGUISHER CABINET

FLEX FLEXIBLE

FOW FACE OF WALL

FT FEET OR FOOT

GA GAGE OR GYPSUM ASSOCIATION

GC GENERAL CONTRACTOR

GYP GYPSUM

HAZ MAT HAZARDOUS MATERIALS

IBC INTERNATIONAL BUILDING CODE

INFO INFORMATION

LED LIGHT EMITTING DIODE

MIN MINIMUM MINUTE OR MINUTE MINIMUM

mm MILLIMETER

MO MASONRY OPENING OR MOTOR OPERATED

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

OC ON CENTER

OZ OUNCE

PCF POUNDS PER CUBIC FOOT

PREFIN PREFINISH

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RO ROUGH OPENING

SF SQUARE FOOT (FEET)

SIM SIMILAR

S SOUTH

TEMP TEMPERATURE OR TEMPORARY

THRU THROUGH

TO TOP OF ___

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

V VOLT

VIF VERIFY IN FIELD

VOLT VOLTAGE

W/ WITH

W/O WITHOUT

X X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION

REFERENCE DRAWING

NUMBER

SHEET LOCATION

BUILDING X

XXXX

ELEVATION REFERENCES

REVISION TO PLAN CALLOUT

PT-1

FINISH INDICATION

FRAME /

WINDOW

GLAZING1

1 PLAN NOTE

1 DEMOLITION NOTE

ALTERNATE/BID DEDUCT

ITEM

KEY NOTE

SYMBOLS

CONSTRUCTION GENERAL NOTESARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN

PREPARED USING THE CONSTRUCTION SPECIFICATIONS

INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE NATIONAL

CAD STANDARD AS GUIDES.

2. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER'S REPRESENTATIVE. CONTRACTOR

SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR

GREATER QUANTITY OF WORK WHEN BIDDING IF A

CLARIFICATION CAN NOT BE OBTAINED BY THE BID DUE DATE.

3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE

OF WORK WITH OWNER'S REPRESENTATIVE/COR AND

VARIOUS FACILITY PERSONNEL INVOLVED WITH UTILITY SHUT

DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE LIFE

SAFETY, ACCESS CONTROL, ETC.

4. ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF

DEMARCATION ARE SHOWN FOR THE CONVENIENCE OF THE

CONTRACTOR ON SHEET GI 2, THE FULL SCOPE OF THE

PROJECT LIMIT OF BOUNDARY REQUIRES COORDINATION

WITH THE DESIGN SCOPE OF WORK AND ACCESS TO

EXISTING UTILITIES FOR TIE IN.

5. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF

ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS

WITH THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE

OF THE SPECIFICATIONS AND THE SURROUNDING

CONSTRUCTION CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL

INSTALLATION REQUIREMENTS.

6. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF

THE ENTIRE SCOPE OF WORK OUTLINED IN THE CONTRACT

DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR THE

COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE

OF WORK THEY PROVIDE. SUB-CONTRACTORS ARE

RESPONSIBLE FOR THEIR FULL SCOPE OF WORK WITHIN THE

CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO

ONLY CERTAIN SHEETS AND SPECIFICATIONS, CROSS

COORDINATION IS REQUIRED.

7. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH

RESPONSIBLE FOR UNDERSTANDING INFORMATION

OUTLINED IN THE SPECIFICATIONS, KEYED NOTES, GENERAL

NOTES, LEGEND, CODES, ETC., AS PROVIDED IN THE

CONTRACT DOCUMENTS.

8. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND

MAINTAINING SMOKE/FIRE RATINGS OF EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS

INCLUDES PATCHING PENETRATIONS IN ROOF. ONLY U.L.

APPROVED METHODS, MATERIALS AND INSTALLATION ARE

ACCEPTABLE.

9. THE GENERAL CONTRACTOR IS TO COORDINATE THE

LOCATIONS OF ALL MECHANICAL, PLUMBING AND

ELECTRICAL EQUIPMENT WITH THE COR.

10. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

DIMENSIONS. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION BETWEEN THE CONTRACT DOCUMENTS,

INSTALLED AND UNINSTALLED EQUIPMENT. NOTIFY COR OF

ANY ADDITIONAL DISCREPANCIES OR MISSING DIMENSIONS.

11. THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR

COMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSH

FINISH SURFACE.

12. ALL INDICATED DIMENSIONS ARE MEASURED TO FACE OF

EXISTING MEMBERS UNLESS NOTED OTHERWISE.

13. CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND

NOTES ARE IDENTIFIED AS "TYPICAL" OR "SIMILAR" FOR EACH

OCCURRENCE THAT IS THE SAME IN NATURE TO THE

DETAILED, AREA, OR ITEM REFERENCED.

14. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY

THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR

COORDINATION OF DELIVERY, MOUNTING, INSTALLATION,

NECESSARY BLOCKING AND ROUGH-IN OF ALL NEW

MATERIALS AND EQUIPMENT.

15. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER

FURNISHED MATERIALS AND EQUIPMENT. CONTRACTOR IS

RESPONSIBLE FOR COORDINATION OF MATERIAL DELIVERY,

MOUNTING, INSTALLATION AND ROUGH IN OF ALL NEW

MATERIALS AND EQUIPMENT.

16. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE

MATERIALS AND EQUIPMENT TO THE OWNER. CONTRACTOR

IS RESPONSIBLE FOR COORDINATION OF DELIVERY AND

ROUGH IN.

17. ALL PROVIDED WORK SHALL BE COMPLETED WITH NEW

MATERIALS UNLESS SPECIFICALLY CALLED OUT AS

SALVAGED OR SAVE MATERIAL FOR RE-INSTALL.

18. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH

THE PROJECT SHALL BE FAMILIAR WITH THE RULES AND

REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH

ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS

PROJECT.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

AND PROTECTING ALL UTILITY LINES. LOCATIONS SHOWN

ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY LINES

CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO

THE OWNER.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

TEMPORARY BRACING AND SHORING REQUIRED DURING

CONSTRUCTION.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING ADJACENT CONSTRUCTION, FINISHES,

EQUIPMENT AND TRAVEL ROUTE TO AND FROM THE

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE

WEAR BY THE CONSTRUCTION TEAM SHALL BE

REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO

THE OWNER.

22. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN THE

CONTRACT DRAWINGS, THE CONTRACTING OFFICER'S

REPRESENTATIVE SHALL DETERMINE AN APPROPRIATE

RESOLUTION TO DESIGN.

23. THE CONTRACTOR SHALL NOT ORDER OR INSTALL ANY

MATERIALS OR EQUIPMENT UNTIL SUBMITTALS FOR SUCH

HAVE BEEN APPROVED.

24. THE CONTRACTOR SHALL 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 CONTRACTING OFFICER'S

REPRESENTATIVE. NO CONTRACT PERSONNEL ON SITE UNTIL

BADGING IS COMPLETED

25. THE CONTRACTOR SHALL COORDINATE ONLY WITH THE

CONTRACTING OFFICER'S REPRESENTATIVE AND THE

CONTRACTING OFFICER.

26. CONTRACTOR SHALL PROVIDE A WRITTEN FIRE SAFETY

CHECKLIST AT THE END OF EVERY WORK DAY TO THE

CONTRACTING OFFICER'S REPRESENTATIVE CERTIFYING

THAT ALL WORK AREAS HAVE BEEN SURVEYED AND FOUND

TO BE SECURE, SAFE, AND FREE OF ANY FLAMMABLE LIQUIDS

OR MATERIALS.

27. CONTRACTOR TO REMOVE AND RE-INSTALL ANY ITEMS

NECESSARY FOR NEW WORK TO BE COMPLETED.

REINSTALLED ITEMS SHALL BE IN SAME WORKING CONDITION

PRIOR TO REMOVAL OF SYSTEM OR BETTER.

28. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL

UL MASTER CERTIFICATIONS FOR LIGHTENING PROTECTION.

CONTRACTOR TO NOTIFY CONTRACTING OFFICER'S

REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO

REMOVAL OF SYSTEM

29. ALL ROOF HAZARDS SHALL BE REVIEWED WITH THE

CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO THE

START OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR THE NECESSARY PROTECTIVE EQUIPMENT TO BE WORN

BY PERSONNEL AT ALL TIMES.

30. COMPLIANCE WITH REQUIREMENTS FOR FALL PROTECTION

31. THE BUILDINGS SHALL REMAIN IN USE DURING

CONSTRUCTION ACTIVITIES. PROVIDE PROTECTION AT

EXTERIOR ENTRANCES TO BUILDING TO PROTECT VISITORS,

PATIENTS, VAHCS STAFF, ETC FROM FALLING OBJECTS AT

ANY ENTRY NEAR WORK AREAS. INCLUDE THE PROPOSED

PROTECTION PLAN AND PROTECTION IN ACCIDENT

PREVENTION PLAN.

32. WHERE ROOF AREAS ARE OPENED UP FOR INSTALLATION OF

NEW WORK OR REPLACEMENT OF DETERIORATED

MATERIALS, CONTRACTOR SHALL PROVIDE SHIELD/BARRIER

TO PREVENT WATER/MOISTURE DAMAGE TO MATERIALS AND

SPACES BELOW. BEFORE COMMENCEMENT OF DEMOLITION

ACTIVITIES, PROVIDE WRITTEN PLAN FOR PROTECTION TO BE

REVIEWED AND APPROVED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE.

33. DIMENSIONS, UNLESS OTHERWISE INDICATED, ARE TO FACE

OF EXISTING WALL SURFACE.

34. CONTRACTOR TO SCHEDULE A WALK-THROUGH BEFORE

CONSTRUCTION WARRANTY EXPIRES WITH THE

CONTRACTING OFFICER'S REPRESENTATIVE TO REVIEW THE

CONDITION OF THE ROOFING AND ASSOCIATED WORK.

35. COORDINATE CONTRACTOR STAGING AND DUMPSTER

LOCATION WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE.

36. CONTRACTOR AND CONTRACTING OFFICER'S

REPRESENTATIVE SHALL COORDINATE DEMOLITION AND

NEW WORK AMONG DISCIPLINES.

37. ROOF DETAILS MAY VARY BY MANUFACTURER DETAILS MAY

BE VARIED SLIGHTLY AS REQUIRED TO COMPLY WITH

MANUFACTURER'S WARRANTY CONDITIONS. FLASHING SHALL

COMPLY WITH MANUFACTURER'S SPECIFIED REQUIREMENTS.

38. ALL METAL FLASHING TO BE ALUMINUM.

39. ALL ROOF NAILERS AND BLOCKING TO BE PRESSURE

TREATED.

40. ALL EQUIPMENT AND EQUIPMENT SUPPORT THAT IS NOT

DIRECTLY FASTENED TO STRUCTURAL DECK SHALL HAVE

EPDM WALKWAY PADS BENEATH SUPPORTS.

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT:

Project Director

Revisions: Date:

Drawing Title

Approved:

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Director

GI 3

ARCHITECTURAL SYMBOLS &

ABBREVIATIONS BID DOCUMENTS

FULLY SPRINKLERED

REPLACE ROOF BLDG-98

AMBULANCE BAY & BLDG-58

CHILLER ROOF AREA

DANVILLE, IL

550-24-203

BLDG 58 & 98

11.16.2023

ROOF HATCH ACCESS

CHILLER

OUTLINE

SCUPPER

LOCATION

TYPICAL

ROOF

RIDGE

LINE

1 4"

=1 '0

STONE CAP

PARAPET WALL 24" H TO BOTTOM OF

STONE CAP AT SCUFFER LOCATIONS

27'-8" 11"

'-6

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT:

Project Director

Revisions: Date:

Drawing Title

Approved:

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Director

58-AS 1

BLDG-58 ROOF TOP CHILLER AREA

DEMOLITION PLAN BID DOCUMENTS

FULLY SPRINKLERED

REPLACE ROOF BLDG-98

AMBULANCE BAY & BLDG-58

CHILLER ROOF AREA

DANVILLE, IL

550-24-203

BLDG 58 & 98

11.16.2023

2 B-58 Roof-Top Chiller Area Roof Picture

SCALE: NTS

3 B-58 Roof-Top Chiller Area Roof Picture

SCALE: NTS

1 General layout of B-58 Roof top Chiller Area

SCALE: 14" = 1'-0"58-AS 1

58-AS 1

# KEYED NOTES

GENERAL NOTES

1. THIS PLAN HAS BEEN PROVIDED TO SHOW A GENERAL SCOPE OF DEMOLITION FOR

THE EXISTING BLDG-58 CHILLER AREA ROOF. THE CONTRACTOR SHALL VERIFY ALL

EXISTING SITE CONDITIONS. SEE GENERAL LAYOUT DRAWING AND PICTURES FOR

DETAILS.

2. COORDINATE DEMOLITION WITH GENERAL PLANS, DETAILS, PICTURES, AND

GENERAL DRAWING LAYOUT. CLOSELY COORDINATE WORK WITH THE

CONTRACTING OFFICER'S REPRESENTATIVE.

3. ALL DEVICES AND EQUIPMENT REMOVED DURING DEMOLITION ARE PROPERTY OF

OWNER AND SHALL BE DISPOSED OF OR SORTED AS DIRECTED BY THE

CONTRACTING OFFICER'S REPRESENTATIVE.

4. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL

LAWS AND REGULATIONS.

5. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR

DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE COR

PRIOR TO CONSTRUCTION.

1. REMOVE EXISTING EPDM ROOF SYSTEM AND UNDERLYING INSULATION DOWN TO

CONCRETE DECKING. REMOVE FROM JOB SITE FOR PROPER DISPOSAL .

2. REMOVE UNDER-FLASHING IN ITS ENTIRETY.

3. DO NOT REMOVE ALUMINUM FLASHING BELOW COPING, ATTACH NEW MEMBRANE

FLASHING SYSTEM UNDER ALUMINUM FLASHING. CONCEAL HARDWARE FOR NEW

MEMBRANE FLASHING BEHIND ALUMINUM FLASHING COVER.

4. REMOVE MEMBRANE ROOFING ASSEMBLY

5. REMOVE EXISTING EXHAUST CAPS, SALVAGE FOR REINSTALLATION

6. REMOVE ABANDONED EXHAUST, DO NOT REINSTALL THE ABANDONED EXHAUST.

7. TEMPORARILY REMOVE EXISTING ROOF ACCESS LADDER HATCH TO PROPERLY

FLASH UNDER LIP OF DOOR, REINSTALL ROOF ACCESS LADDER HATCH UPON

COMPLETION.

8. EXISTING ROOF TOP ANTENNA TO REMAIN, REINSTALL UPON COMPLETION OF NEW

ROOF MEMBRANE INSTALLATION PROPERLY GROUNDED ON RE-INSTALLATION.

DEMOLITION NOTES

STEAM EXHAUST

ABANDONED EXHAUST

LIGHTENING GROUND RODS

AIR HANDLER INTAKE

LIGHTENING PROTECTION SYSTEM

ANTENNA

POWER SUPPLY TO CHILLER

CHILLER SUPPORT

VENT

ROOF HATCH ACCESS

CHILLER

OUTLINE

SCUPPER

LOCATION

TYPICAL

ROOF

RIDGE

LINE

1 4"

=1 '0

STONE CAP

PARAPET WALL 24" H TO BOTTOM OF

STONE CAP AT SCUFFER LOCATIONS

27'-8" 11"

'-6

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT:

Project Director

Revisions: Date:

Drawing Title

Approved:

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Director

58-AS 2

BLDG-58 ROOF TOP CHILLER AREA

NEW ROOF PLAN BID DOCUMENTS

FULLY SPRINKLERED

REPLACE ROOF BLDG-98

AMBULANCE BAY & BLDG-58

CHILLER ROOF AREA

DANVILLE, IL

550-24-203

BLDG 58 & 98

11.16.2023

4 B-58 Roof-Top Chiller Area Roof Picture

SCALE: NTS

2 B-58 Roof-Top Chiller Area Roof Picture

SCALE: NTS58-AS 2

3 B-58 Roof-Top Chiller Area Roof Picture

SCALE: NTS58-AS 2 58-AS 2

1 General layout of B-58 Roof top Chiller Area

SCALE: 14" = 1'-0"58-AS 2

GENERAL NOTES

1. EXERCISE CAUTION WHEN WORKING NEAR EXISTING HVAC

UNITS AND OTHER EQUIPMENT. CONTRACTOR IS FULLY

RESPONSIBLE FOR REPAIRS TO HVAC UNITS OR OTHER

EQUIPMENT THAT IS DAMAGED IN COURSE OF ROOF DEMO

AND INSTALLATION.

2. CONTRACTOR IS RESPONSIBLE FOR ALL FASTENER COSTS

PENETRATING ELECTRICAL CONDUITS, AND WIRING PLACED

AGAINST THE ROOF DECK.

3. CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND

MATERIALS REQUIRED TO COMPLETE THE ROOF

INSTALLATION

4. CONTRACTOR IS REQUIRED TO PROVIDE A TENTATIVE

SCHEDULE WITH INITIAL BID AND A FINAL LIFT PLAN TO

CONTRACTING OFFICER'S REPRESENTATIVE 2-WEEKS AHEAD

OF SCHEDULE.

5. CONTRACTOR MUST KEEP CONSTRUCTION DEBRIS

CONTAINED AT ALL TIMES AND PROPERLY REMOVE FROM

SITE AT THE END OF EACH WORK DAY.

6. CERTIFICATE OF ROOF COVERAGE AS WELL AS WARRANTY

MUST BE PROVIDED TO CONTRACTING OFFICER'S

REPRESENTATIVE BEFORE THE FINAL INVOICE.

7. FOLLOW SAFETY OSHA COMPLIANCE AS LISTED ON THE

SPECIFICATION SECTION.

NEW ROOF PLAN NOTES

1. INSTALL DOUBLE LAYER OF 4' X 8' SHEETS OF RIGID FOAM

INSULATION OVER CONCRETE ROOF DECK, ANCHORING

EACH SHEET WITH MANUFACTURER APPROVED ADHESIVE

AND-OR FASTENING DEVICES . LAYER OF INSULATION WILL

BE INSTALLED IN A PERPENDICULAR ORIENTATION TO ONE

ANOTHER , TO AVOID GAPS IN THE INSULATION SYSTEM.

2. TOP LAYERS OF RIGID FOAM INSULATION SHOULD BE

TAPERED TOWARD SCUPPERS WITH A PEAK AT THE

MIDPOINT OF THE ROOF AT A SLOPE OF 14"=1'0".

3. ROOF WITH DURO-LAST OR SIMILAR SINGLE PLY MINIMUM 50

MIL MEMBRANE IN WHITE, ANCHORING TO ROOF DECK PER

MANUFACTURER'S SPECIFICATIONS.

4. FLASH ALL ROOF OBSTRUCTIONS WITH CUSTOM MADE

DURO-LAST OR SIMILAR COMPONENTS - STACKS, VENTS,

PARAPET WALLS ETC. PER MANUFACTURING

SPECIFICATIONS.

5. PARAPET WALLS WILL BE FLASHED TO A POINT ABOVE

EXISTING ROOF MATERIAL, SECURED IN TO STRIP MASTIC

TERMINATION BAR HELD EVERY SIX INCHES ON CENTER WITH

APPROPRIATE APPROVED FASTENER. FLASH UNDER

ALUMINUM FLASHING SIMILAR TO EXISTING.

6. INSTALL NEW PROTECTIVE WALKWAY PADS AT THE ROOF

HATCH AND AROUND THE CHILLER TO MATCH EXISTING.

7. INSTALLED THROUGH-WALL SCUPPERS WILL BE LINED WITH

DURO-LAST OR SIMILAR MATERIAL.

8. INSTALL TWO WAY VENTS AT THE DENSITY OF ONE PER 1000

SQUARE FEET FOR THE RELIEF OF HUMIDITY DEVELOPED

WITHIN THE ROOF SYSTEM.

9. UL APPROVED ROOF SYSTEM TO MEET REQUIREMENTS PER

NFPA FIREPROOFING AND LATEST IFC CODES REQUIRED.

SOLUTION IS UP TO CONTRACTOR AND SHOULD BE

PROVIDED TO CONTRACTING OFFICER'S REPRESENTATIVE

PENDING FINAL APPROVAL.

10. RE-CONNECT ALL LIGHTENING GROUNDING SYSTEMS, MAKE

REPAIRS TO EXISTING AS NECESSARY TO SATISFY NEEDS.

11. CREATE PROPER GROUNDING TO CHILLER UNIT, ATTACH TO

EXISTING LIGHTENING GROUNDING SYSTEM.

12. SEE SHEET ES 1 FOR LIGHTENING GROUNDING DETAILS.

13. EXISTING ROOF TOP ANTENNA TO REMAIN, REINSTALL UPON

COMPLETION OF NEW ROOF MEMBRANE INSTALLATION

PROPERLY GROUNDED ON RE-INSTALLATION.

14. CREATE NEW GROUNDING FOR CHILLER SYSTEM, ATTACH

NEW GROUNDING SYSTEM TO ROOF GROUNDING CABLE.

ROUTE MASONRY MORTAR MIN

THREE MASONRY COURSES

ABOVE TOP OF NEW ROOF FOR

FLASHING INSTALLATION ON

PRIMARY WALLS ALONG LENGTH

OF AMBULANCE BAY ROOF

29'-6"

9'-6"

'-1

REMOVE EXISTING GUTTERS AND

ORIGINAL ROOF DOWN TO

CONCRETE DECKING. EXISTING

LIGHTENING GROUNDING

SYSTEM TO BE REMOVED BELOW

ROOF DECKING.

REMOVE EXISTING ALUMINUM

DECKING, GUTTERS AND

SCUPPERS

# DEMOLITION KEY NOTES

GENERAL NOTES

1. ROOFING CONTRACTOR TO REVIEW AND VERIFY ALL

ROOFING DETAILS AND VERIFY EXISTING DETAIL PRIOR TO

START OF CONSTRUCTION.

2. COORDINATE THE SCOPE OF DEMOLITION WORK WITH COR

FOR THE PROJECT.

3. CONTRACTOR SHALL REMOVE INDICATED DEMOLITION OF

CONSTRUCTION ASSEMBLIES IN THEIR ENTIRETY, UNLESS

OTHERWISE NOTED TO ACCOMMODATE NEW

CONSTRUCTION.

4. COORDINATE SCHEDULE MINIMUM TWO WEEKS PRIOR TO

CONSTRUCTION WITH CONTRACTING OFFICER'S

REPRESENTATIVE.

1. REMOVE EXISTING EPDM ROOF SYSTEM AND UNDERLYING

INSULATION IN TO CONCRETE DECK, REMOVE FROM JOB

SITE FOR DISPOSAL .

2. REMOVE COPING IN ITS ENTIRETY.

3. REMOVE MEMBRANE ROOFING ASSEMBLY

4. REMOVE ALUMINUM ROOF PANELS

5. REMOVE SCUPPERS

6. REMOVE EXISTING GUTTERS

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT:

Project Director

Revisions: Date:

Drawing Title

Approved:

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Director

98-AS 1

BLDG-98 AMBULANCE BAY ROOF

DEMOLITION PLAN BID DOCUMENTS

FULLY SPRINKLERED

REPLACE ROOF BLDG-98

AMBULANCE BAY & BLDG-58

CHILLER ROOF AREA

DANVILLE, IL

550-24-203

BLDG 58 & 98

11.16.2023

SCALE: NOT TO SCALE

3 BLDG-98 AMBULANCE BAY AREA ROOF PHOTO

SCALE: NOT TO SCALE

21 BLDG-98 AMBULANCE BAY ROOF DEMO PLAN

98-AS 1

SCALE: 14" = 1'-0" 98-AS 1

98-AS 1

BLDG-98 AMBULANCE BAY AREA ROOF PHOTO

SLOPE: 14" = 1'-0"

ORIGINAL ROOF OFFSET RIDGE

TO BE MADE FLUSH WITH BUILT

UP RIGID FOAM INSULATION,

ENTIRE ROOF TO HAVE MINIMUM

4" - 1'-0" SLOPE

NEW GUTTER ON NORTH AND

EAST SIDES OF ROOF

NEW DOWNSPOUT ON

NORTHWEST AND

SOUTHEAST CORNERS OF

ROOF

EXTEND LIGHTENING GROUND

PROTECTION BEYOND EXTENTS

OF AMBULANCE BAY ROOF, THEN

DOWN TO THE GROUND, DO NOT

PENETRATE NEW ROOF.

29'-6"

9'-6"

ROUTE CHANNEL THREE

MASONRY UNIT COURSES

ABOVE TOP OF NEW ROOF

HEIGHT TO ALLOW PROPER

FLASHING CHANNEL FOR

NEW ROOF MEMBRANE

SYSTEM

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT:

Project Director

Revisions: Date:

Drawing Title

Approved:

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Director

98-AS 2

BLDG-98 AMBULANCE BAY NEW

ROOF PLAN BID DOCUMENTS

FULLY SPRINKLERED

REPLACE ROOF BLDG-98

AMBULANCE BAY & BLDG-58

CHILLER ROOF AREA

DANVILLE, IL

550-24-203

BLDG 58 & 98

11.16.2023

GENERAL NOTES

1. EXERCISE CAUTION WHEN WORKING AROUND EXISTING

HVAC UNITS OR OTHER EQUIPMENT. CONTRACTOR IS FULLY

RESPONSIBLE FOR REPAIRS TO HVAC UNITS OR OTHER

EQUIPMENT THAT IS DAMAGED IN COURSE OF ROOFING.

2. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS DUE TO

FASTENERS PENETRATING ELECTRICAL CONDUITS OR

WIRING PLACED AGAINST THE ROOF DECK.

3. CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND

MATERIAL REQUIRED TO COMPLETE THE ROOF INSTALLATION

4. CONTRACTOR IS REQUIRED TO PROVIDE LIFT PLAN TO

CONTRACTING OFFICER'S REPRESENTATIVE 2-WEEKS AHEAD

OF SCHEDULE.

5. CONTRACTOR MUST KEEP CONSTRUCTION DEBRIS IN

CONTAINERS AT ALL TIMES. CONTAINERS SHOULD BE

REMOVED AT END OF EACH WORK DAY.

6. CERTIFICATE OF ROOF COVERAGE AS WELL AS WARRANTY

MUST BE PROVIDED TO CONTRACTING OFFICER'S

REPRESENTATIVE BEFORE THE FINAL INVOICE.

7. FOLLOW SAFETY OSHA COMPLIANCE AS LISTED ON THE

SPECIFICATION SECTION.

NEW ROOF PLAN NOTES

1. INSTALL MINIMUM 20GA GALVANIZED STEEL DECKING WITH

MINIMUM 3" RIDGE SPACING WHERE ORIGINAL ALUMINUM

DECKING WAS LOCATED.

2. INSTALL SINGLE LAYER OF 5/8" OSB OVER ROOF SURFACE,

FASTENING PER SPECIFICATIONS

3. BUILD UP LAYERS OF 1" 4X8 SHEETS OF TAPERED RIGID

INSULATION OVER ROOF SURFACE, ANCHORING EACH SHEET

WITH APPROVED ADHESIVE AND CONNECTING HARDWARE.

PROVIDE MINIMUM 14"=1'-0" REQUIRED SLOPE AS PERMITTED.

4. ROOF WITH DURO-LAST OR SIMILAR SINGLE PLY MINIMUM 50

MIL MEMBRANE IN WHITE, ANCHORING TO ROOF DECK PER

MANUFACTURERS SPECIFICATIONS.

5. A NEW KYNAR OR SIMILAR COATED COMMERCIAL BOX

GUTTER AND DOWNSPOUT SHOULD BE INSTALLED ON THE

NORTH AND EAST ENDS. AT GUTTER, MEMBRANE WILL LAY

OVER EDGE INTO A LAYER OF STRIPS MASTICS AND BE

SECURED WITH TERMINATION BAR SECURED EVERY SIX

INCHES O.C. WITH APPROVED FASTENERS.

6. INSTALL TWO WAY VENTS AT THE DENSITY OF ONE PER 1000

SQUARE FEET FOR THE RELIEF OF HUMIDITY DEVELOPED

WITHIN THE ROOF SYSTEM DURING WINTER USE OF THE

STRUCTURE.

7. LIGHTING PROTECTION TO BE PROPERLY REINSTALLED. DO

NOT SEND THROUGH METAL ROOF DECKING, SEND LIGHTING

GROUND PROTECTION BEYOND THE NEW ROOFING SYSTEM

THEN TO GROUND LOCATION.

7 B-98 Ambulance Bay Area Roof Picture

SCALE: NTS

2 B-98 Ambulance Bay Area Roof Picture

SCALE: NTS

3 B-98 Ambulance Bay Area Roof Picture

SCALE: NTS

6 B-98 Ambulance Bay Area Roof Picture

SCALE: NTS

5 B-98 Ambulance Bay Area Roof Picture

SCALE: NTS

4 B-98 Ambulance Bay Area Roof Picture

SCALE: NTS98-AS 2 98-AS 2 98-AS 2 98-AS 2

98-AS 298-AS 2

1 BLDG-98 AMBULANCE BAY NEW ROOF PLAN

98-AS 1

SCALE: 14" = 1'-0"

SHEET METAL CAP

SURFACED CAP SHEET

INTERPLY

1/2" PROTECTION

BOARD

TAPERED RIGID INSULATION - 6" MIN

EXISTING CURB FRAMING

CANT STRIP

FULLY ADHERED 60 MIL WHITE

TPO ROOFING MEMBRANE

EXISTING CONCRETE DECK

EXISTING UNISTRUT PIPING

SUPPORT ASSEMBLY - SET IN

SEALANT

VAPOR BARRIER TURN UP AND OVER

CURB

EXISTING METAL DECK

FULLY ADHERED 60 MIL WHITE

TPO ROOFING MEMBRANE -

TURN MEMBRANE UP WALL

6" RIGID INSULATION

VAPOR BARRIER

FRT BLOCKING

REGLET FLASHING ATTACHED

w/ EXPANSION ANCHOR -

DARK BRONZE FINISH

SEALANT, FULL LENGTH

EXISTING WALL CONSTRUCTION

EXISTING ROOF STRUCTURE

8" M

1/2" PROTECTION BOARD

TAPERED RIGID INSULATION - MN 6"

FULLY ADHERED 60 MIL WHITE TPO

ROOFING MEMBRANE - TURN

MEMBRANE DOWN FASCIA

EXISTING METAL DECK

WELDED SEAM

EXISTING ROOF

CONSTRUCTION

1/2" PROTECTION BOARD

TAPERED RIGID INSULATION - MN

FULLY ADHERED 60 MIL WHITE TPO

ROOFING MEMBRANE

EXISTING CONCRETE

DECK

EXISTING WALL

CONSTRUCTION

PREFINISHED ALUMINUM

GRAVEL STOP - DARK

BRONZE FINISH

CLEAT CLIP

NEW FRT BLOCKING

LAP SEALANT, FULL PERIMETER

COUNTER FLASHING

VAPOR

BARRIER

EXISTING BRICK

VENEER TO REMAIN

FILL VOID w/ BATT

INSULATION

TURN ROOF

MEMBRANE DOWN

FACE OF WALL - 8" MIN.

1/2" PROTECTION BOARD

TAPERED RIGID INSULATION - 6" MIN

EXISTING CONCRETE DECKING

FULLY ADHERED 60 MIL WHITE

TPO ROOFING MEMBRANE

BOOT FLASHING - SEALED AROUND PIPE

CUT AND MODIFY EXISTING PIPING AS

REQUIRED FOR EXTENSION OF

EXISTING VENT THROUGH ROOF

PIPING

SEALANT, FULL PERIMETER

VAPOR BARRIER

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT:

Project Director

Revisions: Date:

Drawing Title

Approved:

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Director

AS 3

ROOF DETAILS BID DOCUMENTS

FULLY SPRINKLERED

REPLACE ROOF BLDG-98

AMBULANCE BAY & BLDG-58

CHILLER ROOF AREA

DANVILLE, IL

550-24-203

BLDG 58 & 98

11.16.2023

SCALE: 3" = 1'-0"

4 ROOF CURB DETAIL AT EXISTING BOXED OPENING AT BUILDING 58

SCALE: 3" = 1'-0"

5 ROOF FLASHING DETAIL AT BUILDING 98

SCALE: 3" = 1'-0"AS 3

2 THROUGH ROOF PIPING DETAIL AT BUILDING 58

SCALE: 3" = 1'-0"

1 TYPICAL ROOF MEMBRANE SEAM DETAIL

SCALE: 3" = 1'-0"

3 LAP DETAIL AT ROOF PENETRATIONS

AS 3

AS 3 AS 3

AS 3

EXISTING METAL PANEL

WALL CONSTRUCTION

PREFINISHED ALUMINUM

DRIP EDGE - DARK

BRONZE FINISH

CLEAT CLIP

NEW FRT BLOCKING

PREFINISHED ALUMINUM

FASCIA - DARK BRONZE FINISH

LAP SEALANT, FULL PERIMETER

1/2" PROTECTION

BOARD

TAPERED RIGID

INSULATION - MN 6"

FULLY ADHERED 60 MIL WHITE TPO

ROOFING MEMBRANE - TURN MEMBRANE

DOWN FASCIA

EXISTING METAL

DECK

PREFINISHED 6" ALUMINUM

GUTTER - DARK BRONZE FINISH

PREFINISHED 6" ALUMINUM

DOWNSPOUT - DARK BRONZE

FINISH. PROVIDE SPLASH

BLOCK AT BASE.

2" MIN

ALUMINUM GRAVEL STOP

COPING - DARK BRONZE FINISH

INSTALL SCUPPER PAN OVER GRAVEL

STOP COPING - OVERLAP COPING 2" MIN.

LAP DETAIL

2" MIN

1' -0

1/ 2"

2 1/4"

6 1/2"

PREFORMED .064 ALUMINUM SCUPPER w/

WELDED SEAMS BY GRAVEL STOP COPING

MANUFACTURER-DARK BRONZE FINISH

1" DRIP EDGE - CLOSE AT BOTH

ENDS

SCUPPER PAN DETAIL

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT:

Project Director

Revisions: Date:

Drawing Title

Approved:

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Director

AS 4

ROOF DETAILS BID DOCUMENTS

FULLY SPRINKLERED

REPLACE ROOF BLDG-98

AMBULANCE BAY & BLDG-58

CHILLER ROOF AREA

DANVILLE, IL

550-24-203

BLDG 58 & 98

11.16.2023

2B-98 Ambulance Bay Area Roof Picture

SCALE: 3" = 1'-0"AS 4

BLDG-58 SCUPPER COPING DETAIL

SCALE: NTSAS 4

2 BLDG-58 SCUPPER DETAIL

SCALE: NTSAS 4

1 3

3/4" X 10'-0" COPPER-

CLAD STEEL GROUND

ROD

CADWELD EXOTHERMIC

WELDED CONNECTION

LIGHTNING PROTECTION

CLASS 1 COPPER

CONDUCTOR

BRONZE BONDING CONNECTOR

LIGHTNING PROTECTION

CLASS I COPPER

CONDUCTOR

LIGHTNING PROTECTION

CLASS 1 COPPER BONDING

CONDUCTOR

LIGHTNING PROTECTION

CLASS I COPPER DOWN

CONDUCTOR BELOW GRADE

TO GROUND ROD

LIGHTNING PROTECTION

CLASS I COPPER DOWN

CONDUCTOR UP TO ROOF

CONDUCTORS

TYPICAL COPPER CABLE

CLIP AND SCREW EVERY 36"

MAX. WITH SILICONE

SEALANT

STIFF COPPER CABLE GUARD

TYPICAL FASTENING CLIP

GRADE

8'- 0"

2'- 0"

BUILDING EXTERIOR

COPPER-CLAD STEEL

GROUND ROD, LOCATE MINIMUM OF

3'-0" TO MAXIMUM OF 8'-0" AWAY

FROM BUILDING AND MINIMUM 2'-0"

BELOW FINISHED GRADE TO TOP OF

ROD PER VA SPECIFICATIONS.

SEE DETAIL #1 ON SHEET EP500

CADWELD EXOTHERMIC

WELDED CONNECTION

EXTEND BOND TO WATER

LINE

NOTE:

1. BOND TOP AND BOTTOM OF VERTICAL CONDUIT.

2. LOCATE DOWN CONDUCTORS IN INCONSPICUOUS

LOCATIONS (I.E. CORNERS, ETC.).

LIGHTNING PROTECTION

COPPER CONDUCTOR

TYPICAL COPPER CABLE

CLIP AND SCREW WITH

STAINLESS STEEL ANCHOR

AND SILICONE SEALANT

CABLE FASTENER WITH SS

ANCHOR

PROVIDE CLIP EVERY 3'-0"

O.C.

3'-0" MAX.

BRONZE AIR TERMINAL

SURFACE BASE

3/8" x 18" CLASS I COPPER AIR TERMINAL

LIGHTNING PROTECTION CLASS I

COPPER CONDUCTOR

LIGHTNING PROTECTION

CLASS I COPPER

CONDUCTOR

ADHESIVE COPPER CABLE HOLDER

NOTE:

ADHESIVE COMPOUND SHALL BE PROVIDED BY

LIGHTNING PROTECTION CONTRACTOR. THE

ELECTRICAL CONTRACTOR SHALL COORDINATE WITH

THE ROOFING CONTRACTOR. THE ADHESIVE

COMPOUND SHALL BE COMPATIBLE WITH THE ROOFING

SYSTEM.

BRONZE AIR TERMINAL

SURFACE BASE

LIGHTNING PROTECTION

CLASS I COPPER

CONDUCTOR, RADIUS

NOT LESS THAN 8"

3/8" x 18" CLASS I COPPER AIR TERMINAL

ADHESIVE COPPER

CABLE HOLDER

LIGHTNING PROTECTION

CLASS I COPPER

CONDUCTOR

NOTE:

ADHESIVE COMPOUND SHALL BE PROVIDED BY

LIGHTNING PROTECTION CONTRACTOR. THE

ELECTRICAL CONTRACTOR SHALL COORDINATE WITH

THE ROOFING CONTRACTOR. THE ADHESIVE

COMPOUND SHALL BE COMPATIBLE WITH THE ROOFING

SYSTEM.

BRONZE BONDING LUG

LIGHTNING PROTECTION

CLASS 1 COPPER BONDING

CONDUCTOR EXISTING LADDER

LIGHTNING PROTECTION

CLASS 1 COPPER

CONDUCTOR

3/8" x 18" CLASS I COPPER AIR TERMINAL

STAINLESS STEEL STANDING SEAM CLAMP

STAINLESS STEEL

STANDING SEAM CLAMP

COPPER CABLE CLIP

BRONZE AIR TERMINAL SWIVEL BASE

METAL ROOF

BRONZE "T" CONNECTOR

LIGHTNING PROTECTION

CLASS I COPPER

CONDUCTOR

COPPER LIGHTNING CONDUCTOR TO

NEAREST LIGHTNING PROTECTION CABLE

BIMETAL CONNECTOR

ALUMINUM BONDING PLATE

ALUMINUM LOOP CABLE CLIP

ALUMINUM LIGHTNING CONDUCTOR

ALUMINUM FLAT SURFACE PLATE

ALUMINUM AIR TERMINAL

NOTE:

AIR TERMINALS ARE REQUIRED ON ROOF VENTILATOR

EXHAUST FANS THAT ARE NOT WITHIN A ZONE OF

PROTECTION OR WHEN HIGHER THAN ADJACENT AIR

TERMINALS.

NICKEL PLATED COPPER

AIR TERMINAL

FLU/VENT

COPPER LIGHTNING CONDUCTOR TO

NEAREST LIGHTNING PROTECTION CABLE

STAINLESS STEEL FASTENER WITH

STAINLESS STEEL SCREWS

VERTICAL AIR TERMINAL BASE

STAINLESS STEEL FASTENER WITH

STAINLESS STEEL SCREWS

12" MIN.

COPPER AIR TERMINAL

ADHESIVE MOUNTING BASE

DOWN CONDUCTOR

TO GROUND ROD, SEE DETAIL

#8 ON SHEET EP500

ROOF CONDUCTOR

NOTE:

AIR TERMINAL BASE, CABLE HOLDERS, CABLE, ETC.

SHALL NOT BE ADHERED TO METAL EDGE COPING.

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 A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSULTANT:

Project Director

Revisions: Date:

Drawing Title

Approved:

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Director

ES 1

LIGHTENING GROUNDING DETAILS BID DOCUMENTS

FULLY SPRINKLERED

REPLACE ROOF BLDG-98

AMBULANCE BAY & BLDG-58

CHILLER ROOF AREA

DANVILLE, IL

550-24-203

BLDG 58 & 98

11.16.2023

SCALE: NOT TO SCALEES 1

1 GROUND ROD DETAIL

SCALE: NOT TO SCALEES 1

2 AIR TERMINAL DETAIL

SCALE: NOT TO SCALEES 1

3 AIR TERMINAL AT CORNER DETAIL

SCALE: NOT TO SCALEES 1

4 TYPICAL 1 BOLT BONDING CONNECTOR DETAIL

SCALE: NOT TO SCALEES 1

8 EXPOSED DOWN CONDUCTOR DETAIL

SCALE: NOT TO SCALEES 1

7 TYPICAL "T" CONNECTOR DETAIL

SCALE: NOT TO SCALEES 1

5 LADDER BONDING DETAIL

SCALE: NOT TO SCALEES 1

6 AIR TERMINAL DETAIL

SCALE: NOT TO SCALEES 1

9 AIR TERMINAL DETAIL AT EXHAUST FAN/VENT DETAIL

SCALE: NOT TO SCALEES 1

10 TYPICAL VERTICAL AIR TERMINAL BASE

SCALE: NOT TO SCALEES 1

11 DOWN CONDUCTOR CONNECTION DETAIL

Sheets and Views

Drawing1 - Layout1

Drawing2 - Layout1

Drawing3 - Layout1

Drawing4 - Layout1

Drawing5 - Layout1

Drawing6 - Layout1

Drawing7 - Layout1

Drawing8 - Layout1

Drawing9 - Layout1

Drawing10 - Layout1

File details come from the government source that posted it. Updated Nov 20, 2023.