S02 550-22-108 drawings.pdf

CONTRACT OFFICER REPRESENTATIVE DATE

CHIEF OF ENGINEERING DATE

INTERIOR DESIGNER DATE

DEPARTMENT HEAD DATE

CONTRACT SPECIALIST DATE LEAD USER SIGNATURE DATE

B125 KEY PLAN

N

UPPER

LOWER

BUILDING 102

BUILDING 101

DARK SHADE

INDICATES AREA NOT

IN SCOPE, TYP

BUILDING 125

TRAMWAY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:0

A

M

GI000

COVER SHEET

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG DMC

550-22-108

REPLACE ROOF BUILDING 125 AE

VA ILLIANA HEALTH CARE SYSTEM

1900 E Main St, Danville, IL 61832

100% BID DOCUMENTS

100% BID DOCUMENTS

FULLY SPRINKLERED

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GC101 CONSTRUCTION LOGISTICS

GC102 BID ALTERNATES

CIVIL

CI001 SITE GENERAL NOTES AND DETAILS

CS101 SITE LAYOUT PLAN

CJ101 EROSION CONTROL PLAN

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AD100 OVERALL ROOF DEMOLITION PLAN

AD101 ROOF DEMOLITION PLAN - B125

AD102 ROOF DEMOLITION PLAN - TRAMWAY

AD201 DEMOLITION IMAGES

AE100 OVERALL ROOF PLAN

AE101 ROOF PLAN - B125

AE102 ROOF PLAN - TRAMWAY

AE501 ROOF DETAILS

AE502 ROOF DETAILS

ELECTRICAL

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

EP101 ROOF POWER PLAN

EP102 TRAMWAY POWER PLAN

EP501 ELECTRICAL DETAILS

EP502 ELECTRICAL DETAILS

Contact: Contact:

VA Illiana Health Care System

Von Poehlein@va.gov

COR

1900 E. Main St.

Danville, IL 61832 p: 217.554.5976 e: VonPoehlein@va.org

OWNER

GUIDON DESIGN INC.

Erin Sikorski

Project Manager/Architect

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 112 e: esikorski@guidondesign.com

ARCHITECT

VICINITY MAP

CAMPUS MAP

AREA MAP

PROJECT SITE

Contact:

GUIDON DESIGN INC

Ken Godwin

Electrical Engineer

ELECTRICAL ENGINEER

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 148 e: kgodwin@guidondesign.com

N

N

N

Contact:

GUIDON DESIGN INC.

Karuna Namburi

EIT

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 160 e: knamburi@guidondesign.com

CIVIL ENGINEER

Revisions: Date:

CONTRACTOR STAGING

B125

NOTE:

CONTRACTOR TO COORDINATE EXACT STAGING LOCATION WITH COR.

CONTRACTOR TO USE LOCATION FOR OFFICE TRAILER AND STAGING / LAYDOWN

IN ADDITION TO AREAS SHOWN AT BUILDING 125

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:0

A

M

GC101

CONSTRUCTION LOGISTICS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1" = 1'-0"GC101

1 CONSTRUCTION SITE

N

DEDUCT ALTERNATE A - ELIMINATE PORTION OF TRAMWAY

ELIMINATE THE DEMOLITION AND INSTALLATION OF NEW ROOFING

AT THE LOCATION SHOWN ON THE PLAN INDICATED BY THE HATCH.

THIS AREA OF ROOFING TO REMAIN AS EXISTING.

DEDUCT ALTERNATE B - ELIMINATE METAL ROOFING WORK

ELIMINATE THE DEMOLITION AND INSTALLATION OF NEW STANDING

SEAM METAL ROOF AT THE LOCATIONS SHOWN ON THE PLAN

INDICATED BY THE HATCH. THIS AREA OF ROOFING TO REMAIN AS

EXISTING.

BID ITEM #1: BASE BID.

BID ITEM #2: ALL WORK AS DESCRIBED FOR BID ITEM #1 ABOVE MINUS THAT

PORTION OF WORK SHOWN AS DEDUCT ALTERNATE A.

BID ITEM #3: ALL WORK DESCRIBED FOR BID ITEM #1 ABOVE MINUS THAT PORTION

OF WORK SHOWN AS DEDUCT ALTERNATE A AND DEDUCT ALTERNATE B.

STATEMENT OF BID ITEMS

B125 KEY PLAN

N

UPPER

LOWER

BUILDING 102

BUILDING 101

DARK SHADE

INDICATES AREA NOT

IN SCOPE, TYP

BUILDING 125

TRAMWAY

TR

A

M W

A Y

B

A

B

TR

A

M W

A Y

B

59' - 0 3/4"

15' - 10 1/4"

15' - 10 3/4"

15' - 3 1/2"

20' - 9 1/4"

81' - 1 1 3/4"

39' - 0 3/4"

38' - 2"

/2

7' - 1 1 1/2"

12' - 11 3/4"

10' - 3 1/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:0

A

M

GC102

BID ALTERNATES

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3/32" = 1'-0"GC102

1 BID ALTERNATES

SF

BI

M

.5

2.

R ep la ce R oo f B ui di ng

AE

/1 9.

.1 5_

A_ v2

1.

rv t 6/

9/

:4 3:

A

M

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 KJC KSN

100% BID DOCUMENTS

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Revisions: Date:

SITE GENERAL NOTES AND

DETAILS

CI001

8"

M

IN

4"

" M

IN

" M

IN

IP

2 49.42'

28.15'

25'

Contractor to allow FDC door Access at all the times.

Protect Structure in Place

0 4020

N

BI

M

.5

2.

R ep la ce

R oo f B ui di ng

AE

/1

9.

.1

5_ A_ v2 1.

rv t

6/ 9/

:4

3:

A M

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 KJC KSN

100% BID DOCUMENTS

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Revisions: Date:

SITE LAYOUT PLAN

CS101

SITE PLAN KEYNOTES

1. CONSTRUCTION FENCE

2. 50' x 25 ' EQUIPMENT LAYDOWN

AREA

SF

SF

SFSFSF

IP

IP

4 4

IP

1 3

49.42'

28.15'

3 50

25'

0 4020

N

BI

M

.5

2.

R ep la ce

R oo f B ui di ng

AE

/1

9.

.1

5_ A_ v2 1.

rv t

6/ 9/

:4

3:

A M

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 KJC KSN

100% BID DOCUMENTS

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Revisions: Date:

EROSION CONTROL PLAN

CJ101

EROSION CONTROL PLAN KEYNOTES

1. PERMANENT SEEDING

2. CONSTRUCTION LIMITS

3. SILT FENCE

4. INLET PROTECTION

SF

TRAMWAY

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

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 ARCHITECT/ENGINEER

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

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

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.

4. 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 SAFETY,

ACCESS CONTROL, ETC.

5. ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, 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.

6. DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. 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.

7. 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.

8. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

9. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN ROOF. ONLY U.L. APPROVED METHODS, MATERIALS AND

INSTALLATION ARE ACCEPTABLE.

10. ELECTRICAL DRAWINGS SHOW INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT

DIMENSIONING. THE GENERAL CONTRACTOR IS TO COORDINATE THE LOCATIONS OF

ALL MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE

ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS, CHASES, CEILING

CONSTRUCTION, ETC.

11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR

MISSING DIMENSIONS.

12. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

13. THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

14. ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS UNLESS NOTED

OTHERWISE.

15. CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

16. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

17. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

18. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

19. ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

20. 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.

21. 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.

22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

23. 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.

24. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE COR SHALL BE PROVIDED.

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

REVISION TO PLAN CALLOUT

PT-1

A

T

FINISH INDICATION

FRAME / WINDOW

GLAZING1

1 PLAN NOTE

1 DEMOLITION NOTE

ALTERNATE/BID DEDUCT ITEM

KEY NOTE SYMBOLS

CONSTRUCTION GENERAL NOTESARCHITECTURAL SYMBOLSARCHITECTURAL ABBREVIATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:5

A

M

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

T R

A M

W A

Y B

TR

A

M W

A Y

B

BUILDING 102

BUILDING 101

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

E. EXTENTS OF DEMOLITION SHALL BE COORDINATE WITH THE ROOF PLAN

AE101, AE102 AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

I. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

DEMOLITION GENERAL NOTES

B125 KEY PLAN

N

UPPER

LOWER

BUILDING 102

BUILDING 101

DARK SHADE

INDICATES AREA NOT

IN SCOPE, TYP

BUILDING 125

TRAMWAY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:4

A

M

AD100

OVERALL ROOF DEMOLITION

PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3/32" = 1'-0"AD100

1 OVERALL DEMOLITION ROOF PLAN

B125 KEY PLAN

UPPER

LOWER

BUILDING 102

BUILDING 101

DARK SHADE

INDICATES AREA NOT

IN SCOPE, TYP

BUILDING 125

TRAMWAY

TR

A

M W

A Y

B

T R

A M

W A

Y B

(1)

(2)

(3)

(4)

13' - 4" 88' - 3"

/2

1'

/2

0"

8'

/2

7'

/4

9'

21' - 5" 56' - 6"

2' - 7 1/4"

20' - 0"

21' - 3"

41' - 1 3/4"

20' - 11 1/4"

20' - 3"

19' - 11 1/4"

20' - 11 3/4"

(6)

(5)

11' - 11 3/4"

17' - 7 1/4"

15' - 1"

16' - 0 3/4"

TYP, ALL

LOCATIONS

TYP, ALL

LOCATIONS

101' - 7"

1/ 2"

/4

10' - 1"

16' - 11 3/4"

/4

/2

62' - 4 3/4"

100' - 6 1/4"

1. REMOVE COPING IN ITS ENTIRETY.

2. REMOVE MEMBRANE ROOFING ASSEMBLY BACK TO STRUCTURE.

3. REMOVE WALK PAD IN ITS ENTIRETY, TYP.

4. REMOVE EXISTING ROOF ACCESS LADDER - SAND AND PREP FOR NEW

PAINT.

5. REMOVE ROOF DRAIN. CONTRACTOR TO INSPECT INTEGRITY OF DRAIN

PIPE. PREP PIPE FOR EXTENSION.

6. DUCTWORK AND SUPPORT ASSEMBLY TO REMAIN AS EXISTING.

CONTRACTOR TO TEMPORARILY SUPPORT DUCTWORK FOR DEMOLITION

AND INSTALLATION OF ROOFING AND CURB CAP.

7. REMOVE STANDING SEAM METAL ROOFING ASSEMBLY BACK TO

STRUCTURE.

8. REMOVE EXHAUST FAN - SALVAGE FOR REINSTALLATION.

9. PLUMBING VENTS REMAIN AS EXISTING. PREP FOR NEW WORK

10. REMOVE ROOF MEMBRANE AND SHEET METAL CAP FROM EXISTING ROOF

CURB. TEMPORARILY SUPPORT PIPING FOR NEW WORK. TYPICAL AT ALL

PIPE CURB SUPPORTS.

11. REMOVE SCUPPER.

12. EXISTING ROOFTOP MOUNT, SATELLITE, AND ROOF CURBS TO REMAIN.

TEMPORARILY REMOVE TO INSTALL NEW ROOF MEMBRANE.

DEMOLITION PLAN NOTES

DEMOLITION SYMBOLS LEGEND

(X)IMAGE DIRECTION

IMAGE NUMBER

LOCATION OF EXISTING

CONDITION IMAGES,

REFER TO SHEETS AD201

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

E. EXTENTS OF DEMOLITION SHALL BE COORDINATE WITH THE ROOF PLAN

AE101, AE102 AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

I. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

DEMOLITION GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:4

A

M

AD101

ROOF DEMOLITION PLAN - B125

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AD101

1 ROOF DEMOLITION PLAN

UPPER

LOWER

BUILDING 102

BUILDING 101

DARK SHADE

INDICATES AREA NOT

IN SCOPE, TYP

BUILDING 125

TRAMWAY

A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

E. EXTENTS OF DEMOLITION SHALL BE COORDINATE WITH THE ROOF PLAN

AE101, AE102 AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

I. COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND

VENDOR DRAWINGS.

DEMOLITION GENERAL NOTES

TR

A

M W

A Y

B

T R

A M

W A

Y B

BUILDING 101

8' - 3 1/2"

/2

37' - 8 3/4"

38' - 11 3/4"

81' - 1 1 3/4"

10' - 3 1/2"

13' - 0 3/4"

TYP, ALL

LOCATIONS

1. REMOVE COPING IN ITS ENTIRETY.

2. REMOVE MEMBRANE ROOFING ASSEMBLY BACK TO STRUCTURE.

3. DUCTWORK AND SUPPORT ASSEMBLY TO REMAIN AS EXISTING.

CONTRACTOR TO TEMPORARILY SUPPORT DUCTWORK FOR DEMOLITION

AND INSTALLATION OF ROOFING AND CURB CAP.

4. REMOVE FLASHING, PREP FOR NEW.

5. DASHED LINE INDICATES END OF ROOF AND COPING DEMOLITION WORK.

REFER TO AE102 FOR NEW WORK.

6. REMOVE GUTTER AND DOWNSPOUTS.

7. REMOVE ROOF MEMBRANE AND SHEET METAL CAP FROM EXISTING ROOF

CURB. TEMPORARILY SUPPORT PIPING FOR NEW WORK. TYPICAL AT ALL

PIPE CURB SUPPORTS.

DEMOLITION PLAN NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:4

A

M

AD102

ROOF DEMOLITION PLAN -

TRAMWAYGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

N

SCALE: 1/8" = 1'-0"AD102

3 DEMOLITION TRAMWAY PLAN

REMOVE MEMBRANE

ROOFING ASSEMBLY BACK

TO STRUCTURE.

PIPING AND SUPPORT ASSEMBLY TO

REMAIN AS EXISTING. CONTRACTOR

TO TEMPORARILY SUPPORT PIPING

FOR DEMOLITION AND

INSTALLATION OF ROOFING AND

CURB CAP.

MECHANICAL EXHAUST FAN TO

REMAIN EXISTING. CURB HEIGHT TO

BE INCREASED DUE TO ADDED

INSULATION - TYP.

PLUMBING VENT PIPE HEIGHT TO BE

INCREASED DUE TO ADDED

INSULATION - TYP.

REMOVE MOUNTING EQUIPMENT AND

BLOCK WEIGHTS. REMOVE SATELLITE

DISH FOR REINSTALLATION ON

EXISTING ROOFTOP MOUNT.

CONTRACTOR TO COORDINATE WITH

VA PRIOR TO REMOVAL.

REMOVE ROOF MEMBRANE AND

SHEET METAL CAP FROM EXISTING

ROOF CURB. TEMPORARILY

SUPPORT PIPING FOR NEW WORK.

TYPICAL AT ALL PIPE CURB

SUPPORTS.

PIPING AND SUPPORT ASSEMBLY TO

REMAIN AS EXISTING. CONTRACTOR TO

TEMPORARILY SUPPORT PIPING FOR

DEMOLITION AND INSTALLATION OF

ROOFING AND CURB CAP - TYP

REMOVE MEMBRANE ROOFING

ASSEMBLY BACK TO STRUCTURE.

REMOVE STANDING SEAM

METAL ROOFING ASSEMBLY

BACK TO STRUCTURE.

REMOVE METAL COPING, GUTTERS, AND

DOWNSPOUTS

REMOVE ROOF MEMBRANE AND

SHEET METAL CAP FROM EXISTING

ROOF CURB. TEMPORARILY

SUPPORT PIPING FOR NEW WORK.

TYPICAL AT ALL PIPE CURB

SUPPORTS.

ACCESS LADDER TO REMAIN

REMOVE WALKPADS

IN ITS ENTIRETY

MECHANICAL EXHAUST FAN TO

REMAIN EXISTING. CURB HEIGHT TO

BE INCREASED DUE TO ADDED

INSULATION - TYP.

PLUMBING VENT PIPE HEIGHT TO BE

INCREASED DUE TO ADDED

INSULATION - TYP.

REMOVE MEMBRANE ROOFING

ASSEMBLY BACK TO

STRUCTURE.

REMOVE ROOF DRAINS.

CONTRACTOR TO INSPECT

INTEGRITY OF DRAIN PIPE. PREP

FOR NEW ROOF DRAIN.

PIPING AND SUPPORT ASSEMBLY

TO REMAIN AS EXISTING.

CONTRACTOR TO TEMPORARILY

SUPPORT PIPING FOR DEMOLITION

AND INSTALLATION OF ROOFING

AND CURB CAP- TYP

REMOVE MEMBRANE ROOFING

ASSEMBLY BACK TO

STRUCTURE.

REMOVE DRAINS HEADS.

CONTRACTOR TO INSPECT

INTEGRITY OF DRAIN PIPE. PREP

FOR NEW DRAIN HEAD.

REMOVE MEMBRANE ROOFING

ASSEMBLY BACK TO STRUCTURE.

REMOVE STANDING SEAM

METAL ROOFING ASSEMBLY

BACK TO STRUCTURE.

REMOVE METAL COPING

REMOVE ROOF DRAIN.

CONTRACTOR TO INSPECT

INTEGRITY OF DRAIN PIPE. PREP

FOR NEW ROOF DRAIN.

EXISTING ROOFTOP MOUNT,

SATELLITE, AND ROOF CURBS TO

REMAIN. TEMPORARILY REMOVE FOR

INSTALLATION OF NEW ROOF

MEMBRANE. CONTRACTOR TO

COORDINATE WITH VA PRIOR TO

REMOVAL.

REMOVE MEMBRANE ROOFING

ASSEMBLY BACK TO

STRUCTURE.

REMOVE METAL COPING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:5

A

M

AD201

DEMOLITION IMAGES

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

NO SCALEAD201

1 DEMO IMAGE #1

NO SCALEAD201

2 DEMO IMAGE #2

NO SCALEAD201

3 DEMO IMAGE #3

NO SCALEAD201

4 DEMO IMAGE #4

SCALE: 1/8" = 1'-0"AD201

5 DEMO IMAGE #5

SCALE: 1/8" = 1'-0"AD201

6 DEMO IMAGE #8

BUILDING 102

BUILDING 101

T

R A

M W

A Y

B

TR

A

M W

A Y

B

A. ROOFING SUPPLIERS, MANUFACTURERS, & INSTALLERS SHALL REVIEW ALL

ROOFING DETAILS & ADVISE THE ARCHITECT ON ANY RECOMMENDED

CHANGES.

B. UNLESS NOTIFIED OTHERWISE, ROOFING SUPPLIERS, MANUFACTURERS

AND INSTALLERS WILL BE ASSUMED TO HAVE REVIEWED AND APPROVED

THE DETAILS SHOWN.

C. PROVIDE FLASHING AND SEALANT PER ROOFING MANUFACTURER

RECOMMENDATION AT ALL CONDUIT & HVAC LINES PENETRATING THE

ROOF.

D. CONTRACTOR & ALL SUBTRADES SHALL BE AWARE & EXERCISE THE

NECESSARY CARE TO PREVENT DAMAGE TO OR PUNCTURE OF THE ROOF.

THIS SHALL INCLUDE ALL MATERIALS, TOOLS, DELETERIOUS MATERIALS.

E. REFERENCE PLUMBING AND ELECTRICAL FOR ITEMS. COORDINATE AS

REQUIRED INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

F. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY

ROOF GENERAL NOTES

B125 KEY PLAN

N

UPPER

LOWER

BUILDING 102

BUILDING 101

DARK SHADE

INDICATES AREA NOT

IN SCOPE, TYP

BUILDING 125

TRAMWAY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:5

A

M

AE100

OVERALL ROOF PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3/32" = 1'-0"AE100

1 OVERALL ROOF PLAN

UPPER

LOWER

BUILDING 102

BUILDING 101

DARK SHADE

INDICATES AREA NOT

IN SCOPE, TYP

BUILDING 125

TRAMWAY

B

T R

A M

W A

Y

B

T R

A M

W A

Y

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

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

S

LO

P E

: 1/4"=1'-0"

S

LO

P E

: 1/4"=1'-0"

SLOPE:

1/4"=1'-0"

SLOPE:

1/4"=1'-0"

S

LO

P E

1/

4" =1

'-0

S

LO

P E

1/

4" =1

'-0

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

S

LO

P E

: 1 /4

1'

-0

S

LO

P E

: 1 /4

1'

-0

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

S

LO

P E

: 1 /4

1'

-0

S

LO

P E

: 1 /4

1'

-0

S

LO

P E

1/

4" =1

'-0

SLOPE:

1/4"=1'-0"

SLOPE:

1/4"=1'-0"

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

S

LO

P E

: 1 /4

1'

-0

S

LO

P E

: 1 /4

1'

-0

S

LO

P E

1/

4" =1

'-0

S

LO

P E

1/

4" =1

'-0

S

LO

P E

: 1 /4

1'

-0

S

LO

P E

: 1 /4

1'

-0 " 2

S

LO

P E

: M A

T C

H E

X

IS

T

IN

G S

T R

U C

T U

R E

SLOPE: MATCH EXISTING STRUCTURE

S

LO

P E

: 1/4"=1'-0"

4' - 11 3/4"

6'

/2

RT-A

RT-A

RT-A

RT-B

RT-B

RT-B

RT-A

19' - 6 1/2"

20' - 3"

19' - 11 1/4"

20' - 11 3/4"

20' - 9 1/4"

41' - 7 3/4"

/2

13' - 4" 88' - 3"

9'

7'

/4

8'

/2

0"

1'

/2

11' - 11 3/4"

21' - 5" 56' - 4 3/4"

2' - 7 3/4"

19' - 11 1/2"

AE501

AE501

TYP

SIM

SIM

AE501

TYP

TYP, ALL

LOCATIONS

AE501

AE501

AE501

AE501

AE501

AE501

AE501

TYP

AE501

1 13

11 TYP, ALL

LOCATIONS

AE501

AE501

SIM

101' - 7"

/2

1/ 4"

/4

100' - 5"

62' - 5"

1/ 2"

A. ROOFING SUPPLIERS, MANUFACTURERS, & INSTALLERS SHALL REVIEW ALL

ROOFING DETAILS & ADVISE THE ARCHITECT ON ANY RECOMMENDED

CHANGES.

B. UNLESS NOTIFIED OTHERWISE, ROOFING SUPPLIERS, MANUFACTURERS

AND INSTALLERS WILL BE ASSUMED TO HAVE REVIEWED AND APPROVED

THE DETAILS SHOWN.

C. PROVIDE FLASHING AND SEALANT PER ROOFING MANUFACTURER

RECOMMENDATION AT ALL CONDUIT & HVAC LINES PENETRATING THE

ROOF.

D. CONTRACTOR & ALL SUBTRADES SHALL BE AWARE & EXERCISE THE

NECESSARY CARE TO PREVENT DAMAGE TO OR PUNCTURE OF THE ROOF.

THIS SHALL INCLUDE ALL MATERIALS, TOOLS, DELETERIOUS MATERIALS.

E. REFERENCE PLUMBING AND ELECTRICAL FOR ITEMS. COORDINATE AS

REQUIRED INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

F. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY

ROOF GENERAL NOTES

A. FULLY ADHERED 60 MIL WHITE TPO ROOFING MEMBRANE ON 1/2" COVER

BOARD ON TAPERED RIGID INSULATION - MIN 6" (R-29) ON VAPOR BARRIER

ON EXISTING METAL ROOF DECK

B. 1 1/2" x 12" WIDE PENCIL RIB STANDING SEAM METAL ROOFING ON 30 MIL

ROOF UNDERLAYMENT ON 6" RIGID INSULATION (R-29) ON VAPOR BARRIER

ON EXISTING METAL ROOF DECK

ROOF TYPE LEGEND RT-X

ROOF PLAN NOTES

1. INSTALL LIGHTNING PROTECTION. DASHED LINE INDICATES LOCATION OF

LIGHTING PROTECTION - REFER TO ELECTRICAL DRAWINGS FOR MORE

INFORMATION

2. INSTALL TAPERED RIGID INSULATION CRICKETS SLOPING 1/8" = 1'-0"

3. INSTALL 5" WIDE PREFORMED SCUPPER - REFER TO DETAIL 3/AE502

4. EXTEND CURB HEIGHT - REFER TO DETAIL 2/AE501

5. EXTEND PIPING FOR PLUMBING VENTS - REFER TO DETAIL 3/AE501

6. INSTALL WALKING PADS PER MANUFACTURERS INSTALLATION

INSTRUCTIONS

7. LOCATION OF EXISTING PIPING

8. INSTALL PREFINISHED METAL COPING - REFER TO DETAIL 4/AE501

9. INSTALL PREFINISHED GUTTER - REFER TO DETAIL 2/AE502

10. INSTALL ROOF DRAIN AND ASSOCIATED PIPING - REFER TO DETAIL 1/AE501

11. INSTALL TPO ROOFING MEMBRANE OVER EXISTING PIPING SUPPORT CURB.

REPLACE METAL SHEET CAP. REFER TO DETAIL 12/AE501

12. REINSTALL SALVAGED SATELLITE DISH AND ROOFTOP MOUNT.

COORDINATE WITH VA PRIOR TO AND SIGNAL POINTING/ LOCATING

13. PAINT SALVAGED ROOF ACCESS LADDER SAFETY YELLOW AND REINSTALL

IN EXISTING LOCATION

14. INSTALL PREFINISHED DOWNSPOUT - PROVIDE SPLASH BLOCK AT BASE OF

DOWNSPOUT

15. INSTALL PREFINISHED METAL COPING - REFER TO DETAIL 1/AE502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:0

A

M

AE101

ROOF PLAN - B125

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AE101

1 ROOF PLAN

BUILDING 101

B

T R

A M

W A

Y

B

T R

A M

W A

Y

RT-A

S

LO

P E

: 1/4"=1'-0"

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

SLO

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

S

LO

P E

: 1 /4

1'

-0

S

LO

P E

: 1/4"=1'-0"

8' - 3 1/2"

/2

37' - 8 3/4"

38' - 11 3/4"

81' - 1 1 1/2"

12' - 3 1/4"

9' - 7 1/4"

AE502

AE502

TYP, ALL

LOCATIONS

AE501 TYP

AE501

AE501

AE502

AE501

B125 KEY PLAN

N

UPPER

LOWER

BUILDING 102

BUILDING 101

DARK SHADE

INDICATES AREA NOT

IN SCOPE, TYP

BUILDING 125

TRAMWAY

A. ROOFING SUPPLIERS, MANUFACTURERS, & INSTALLERS SHALL REVIEW ALL

ROOFING DETAILS & ADVISE THE ARCHITECT ON ANY RECOMMENDED

CHANGES.

B. UNLESS NOTIFIED OTHERWISE, ROOFING SUPPLIERS, MANUFACTURERS

AND INSTALLERS WILL BE ASSUMED TO HAVE REVIEWED AND APPROVED

THE DETAILS SHOWN.

C. PROVIDE FLASHING AND SEALANT PER ROOFING MANUFACTURER

RECOMMENDATION AT ALL CONDUIT & HVAC LINES PENETRATING THE

ROOF.

D. CONTRACTOR & ALL SUBTRADES SHALL BE AWARE & EXERCISE THE

NECESSARY CARE TO PREVENT DAMAGE TO OR PUNCTURE OF THE ROOF.

THIS SHALL INCLUDE ALL MATERIALS, TOOLS, DELETERIOUS MATERIALS.

E. REFERENCE PLUMBING AND ELECTRICAL FOR ITEMS. COORDINATE AS

REQUIRED INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

F. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY

ROOF GENERAL NOTES

A. FULLY ADHERED 60 MIL WHITE TPO ROOFING MEMBRANE ON 1/2" COVER

BOARD ON TAPERED RIGID INSULATION - MIN 6" (R-29) ON VAPOR BARRIER

ON EXISTING METAL ROOF DECK

B. 1 1/2" x 12" WIDE PENCIL RIB STANDING SEAM METAL ROOFING ON 30 MIL

ROOF UNDERLAYMENT ON 6" RIGID INSULATION (R-29) ON VAPOR BARRIER

ON EXISTING METAL ROOF DECK

ROOF TYPE LEGEND RT-X

ROOF PLAN NOTES

1. INSTALL TPO ROOFING MEMBRANE OVER EXISTING PIPING SUPPORT CURB.

REPLACE METAL SHEET CAP. REFER TO DETAIL 12/AE501

2. INSTALL PREFINISHED METAL COPING - REFER TO DETAIL 1/AE502

3. INSTALL PREFINISHED GUTTER - REFER TO DETAIL 2/AE502

4. DASHED LINE INDICATES END OF ROOF AND COPING NEW WORK. LAP NEW

ROOFING MEMBRANE OVER EXISTING - MIN 12". REFER TO DETAIL 3/AE502.

5. LOCATION OF EXISTING PIPING

6. INSTALL REGLET AND FLASHING - REFER TO DETAIL 11/AE501

7. INSTALL PREFINISHED DOWNSPOUT. PROVIDE SPLASH BLOCK AT BASE OF

DOWNSPOUT

8. INSTALL LIGHTNING PROTECTION. DASHED LINE INDICATES LOCATION OF

LIGHTING PROTECTION - REFER TO ELECTRICAL DRAWINGS FOR MORE

INFORMATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:0

A

M

AE102

ROOF PLAN - TRAMWAY

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AE102

1 DEMOLITION TRAMWAY

EXISTING SHEET METAL COVER

SURFACED CAP SHEET

INTERPLY

1/2" PROTECTION BOARD

TAPERED RIGID INSULATION - 6" MIN

EXISTING WOOD BLOCKING

CANT STRIP

FULLY ADHERED 60 MIL WHITE

TPO ROOFING MEMBRANE

EXISTING METAL DECK

8" M

IN

EXISTING EXHAUST FAN/VENT

NEW FRT BLOCKING

V .I.

F

EXTEND EXISTING DUCTWORK FOR

ADDED ROOF THICKNESS

VAPOR BARRIER - TURN UP BLOCKING

1/2" PROTECTION BOARD

TAPERED RIGID INSULATION - 6" MIN

EXISTING METAL

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

8" M

IN

SEALANT, FULL PERIMETER

VAPOR BARRIER

NEW COMPRESSION RING AND

STRAINER BASKET

NEW CONTINUOUS BEAD OF

WATERBLOCK AROUND ROOF DRAIN

EXISTING METAL DECKING

NEW DEPRESSED NOTCHED CLAMPING

RING

FULLY ADHERED 60 MIL WHITE TPO

ROOFING MEMBRANE

1/2" PROTECTION BOARD

TAPERED RIGID INSULATION - MIN 6"

NEW ROOF DRAIN - REFER TO

SPECIFICATION SECTION 22 14 00

VAPOR BARRIER

CUT AND MODIFY EXISTING PIPING AS

REQUIRED FOR NEW ROOF DRAIN.

PROVIDE PIPING AS REQUIRED FOR

EXTENSION

1/2" PROTECTION BOARD

TAPERED RIGID INSULATION - MN 6"

FULLY ADHERED 60 MIL WHITE TPO

ROOFING MEMBRANE

EXISTING METAL DECK

EXISTING WALL

CONSTRUCTION

PREFINISHED ALUMINUM

GRAVEL STOP - DARK

BRONZE FINISH

CLEAT CLIP

1'

NEW FRT BLOCKING

LAP SEALANT, FULL PERIMETER

COUNTER FLASHING

VAPOR BARRIER

EXISTING BRICK VENEER

TO REMAIN

FILL VOID w/ BATT

INSULATION

1/

2"

3"

6 1/4"

TURN ROOF MEMBRANE

DOWN FACE OF WALL - 8"

MIN

EXISTING WALL

CONSTRUCTION

EXISTING METAL DECK

EXISTING WINDOW

EXISTING ROOF

STRUCTURE

EXISTING FLASHING

BASE FLASHING BY METAL ROOF

MANUF. - INSTALL UNDER EXISTING

FLASHING - DARK BRONZE FINISH

1 1/2" x 12" WIDE PENCIL RIB

STANDING SEAM METAL

ROOFING - DARK BRONZE FINISH

Z CLOSURE AND NEOPRERENE

CLOSURE BY METAL ROOF MANUF.

30 MIL ROOF UNDERLAYMENT

6" RIGID INSULATION

VAPOR BARRIER

EXISTING WALL

CONSTRUCTION

EXISTING METAL DECK

EXISTING ROOF

STRUCTURE

FRT BLOCKING

1 1/2" x 12" WIDE PENCIL RIB

STANDING SEAM METAL ROOFING -

DARK BRONZE FINISH - BRAKE METAL

PANEL AND TURN DOWN FASCIA TO

SOFFIT

EXISTING SOFFIT PANEL

EXISTING STEEL BEAM

DRIP EDGE FLASHING - FINISH

TO MATCH METAL ROOFING

EXISTING FRAMING

5/8" EXTERIOR GRADE

SHEATHING

VAPOR BARRIER - FULL

HEIGHT AND WIDTH OF

FASCIA

SNOW GUARD BY METAL

ROOF MANUF.

30 MIL ROOF UNDERLAYMENT -

TURN DOWN FASCIA

6" RIGID INSULATION

VAPOR BARRIER

TAPERED RIGID

INSULATION - MIN 6"

EXISTING METAL DECK EXISTING ROOF

STRUCTURE

PREFINISHED ALUMINUM GRAVEL

STOP - DARK BRONZE FINISH

BASE FLASHING BY METAL ROOF

MANUF. - INSTALL UNDER GRAVEL

STOP COPING - DARK BRONZE FINISH

1 1/2" x 12" WIDE PENCIL RIB STANDING

SEAM METAL ROOFING - DARK BRONZE

FINISH

Z CLOSURE AND NEOPRENE

CLOSURE BY METAL ROOF MANUF.

V .I.

F

3/

4"

/- 1/2" PROTECTION BOARD

FULLY ADHERED 60 MIL WHITE TPO

ROOFING MEMBRANE - TURN MEMBRANE

DOWN WALL OVER BASE FLASHING

LAP SEALANT, FULL PERIMETER

COUNTER FLASHING

6" METAL STUD WALL

FRAMING - FILL WITH BATT

INSULATION

FRT BLOCKING

TO DECK SLOPE CHANGE

1" +/- F.O.S.

VAPOR BARRIER - TURN

UP WALL

30 MIL ROOF UNDERLAYMENT

6" RIGID INSULATION

VAPOR BARRIER - TURN UP WALL

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

M

IN8"

1/2" PROTECTION BOARD

EXISTING METAL DECK

1 1/2" x 12" WIDE PENCIL RIB

STANDING SEAM METAL

ROOFING - DARK BRONZE FINISH

BASE FLASHING BY METAL ROOF

MANUF. - SET IN SEALANT

REGLET FLASHING ATTACHED w/

EXPANSION ANCHOR - DARK BRONZE

FINISH

SEALANT, FULL LENGTH

EXISTING WALL

CONSTRUCTION

EXISTING ROOF

STRUCTURE

EXISTING STEEL BEAM

1/

2"

6" RIGID INSULATION

FRT BLOCKING

VAPOR BARRIER

30 MIL ROOF UNDERLAYMENT

SNAP-ON BATTEN

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 METAL DECK

EXISTING UNISTRUT PIPING

SUPPORT ASSEMBLY - SET IN

SEALANT

VAPOR BARRIER TURN UP AND OVER

CURB

1 1/2" x 12" WIDE PENCIL RIB

STANDING SEAM METAL ROOFING -

DARK BRONZE FINISH

EXISTING FRAMING

5/8" EXTERIOR GRADE

SHEATHING

VAPOR BARRIER - FULL

HEIGHT AND WIDTH OF

FASCIA

CLOSURE CAP BY METAL

PANEL MANUF.

EXISTING WALL

CONSTRUCTIONBACKER ROD AND SEALANT

BRAKE PANEL UP INTO

CORNER - SET IN SEALANT

1 1/2"

1 1/2"

PLAN

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

MIN LAP

1' - 0"

EXISTING ROOF

CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:0

A

M

AE501

ROOF DETAILS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JG KM

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3" = 1'-0"AE501

2 ROOF CURB DETAIL @ EXHAUST FAN/VENT

SCALE: 3" = 1'-0"AE501

3 THROUGH ROOF PIPING DETAIL

SCALE: 3" = 1'-0"AE501

1 ROOF DRAIN DETAIL

SCALE: 3" = 1'-0"AE501

4 TYPICAL ROOF COPING DETAIL @ BRICK VENEER

SCALE: 1 1/2" = 1'-0"AE501

6 WINDOW SILL DETAIL @ METAL ROOF

SCALE: 1 1/2" = 1'-0"AE501

7 METAL ROOF EDGE DETAIL

SCALE: 1 1/2" = 1'-0"AE501

8 METAL ROOF DETAIL @ ROOF TRANSITION

SCALE: 3" = 1'-0"AE501

11 ROOF FLASHING DETAIL @ MEMBRANE ROOF

SCALE: 3" = 1'-0"AE501

9 ROOF FLASHING DETAIL @ STANDING SEAM ROOF

SCALE: 3" = 1'-0"AE501

12 ROOF CURB DETAIL @ EXISTING PIPING

SCALE: 3" = 1'-0"AE501

10 METAL ROOF TERMINATION DETAIL

SCALE: 1 1/2" = 1'-0"AE501

5 LAP DETAIL @ EXISTING ROOF

1/2" PROTECTION BOARD

TAPERED RIGID INSULATION - MN 6"

FULLY ADHERED 60 MIL WHITE TPO

ROOFING MEMBRANE - TURN MEMBRANE

DOWN FASCIA

EXISTING METAL DECK

EXISTING METAL PANEL

WALL CONSTRUCTION

PREFINISHED ALUMINUM

GRAVEL STOP - DARK

BRONZE FINISH

CLEAT CLIP

1'

NEW FRT BLOCKING

LAP SEALANT, FULL PERIMETER

COUNTER FLASHING

2"

EXISTING METAL PANEL

WALL CONSTRUCTION

PREFINISHED ALUMINUM

DRIP EDGE - DARK

BRONZE FINISH

CLEAT CLIP

NEW FRT BLOCKING

PREFINISHED ALUMINUM

FASCIA - DARK BRONZE

FINISH

8"

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

1/2" PROTECTION BOARD

TAPERED RIGID INSULATION - MN 6"

FULLY ADHERED 60 MIL WHITE TPO

ROOFING MEMBRANE

EXISTING METAL DECK

EXISTING WALL

CONSTRUCTION

PREFORMED .064 ALUMINUM

SCUPPER w/ WELDED SEAMS BY

GRAVEL STOP COPING

MANUFACTURER - DARK BRONZE

FINISH

CLEAT CLIP

1'

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' -0

3"

5"

3"

1/ 2"

3/

4"

2 1/4"

6 1/2"

PREFORMED .064 ALUMINUM SCUPPER

w/ WELDED SEAMS BY GRAVEL STOP

COPING MANUFACTURER - DARK

BRONZE FINISH

3"

1"

1" DRIP EDGE - CLOSE AT BOTH

ENDS

2" MIN

SCUPPER PAN DETAIL

ALUMINUM GRAVEL STOP COPING -

DARK BRONZE FINISH

INSTALL SCUPPER PAN OVER GRAVEL

STOP COPING - OVERLAP COPING 2" MIN.

LAP DETAIL

2" MIN

1"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

B

IM

/1

.5

.1

R e p la c e R o o f B u id in g

A E

/1 .5

.1

A v

.r v t

/2

/2

:4

:0

A

M

AE502

ROOF DETAILS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE ROOF BUILDING 125 AE

1900 E Main St, Danville, IL 61832

550-22-108

09/29/2022 JLG DMC

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3" = 1'-0"AE502

1 ROOF COPING DETAIL @ METAL PANEL

SCALE: 3" = 1'-0"AE502

2 GUTTER DETAIL

SCALE: 3" = 1'-0"AE502

3 ROOF SCUPPER DETAIL

1PH SINGLE-PHASE

1P SINGLE POLE

2/C TWO-CONDUCTOR

3/C THREE-CONDUCTOR

3PH THREE-PHASE

4/C FOUR-CONDUCTOR

4W FOUR-WIRE

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAP ALARM ANNUNCIATOR PANEL

AC ALTERNATING CURRENT OR ARMORED CABLE

ACC ACCESSIBLE

ADDL ADDITIONAL

ADJ ADJACENT, ADJOINING

ADO AUTOMATIC DOOR OPENER

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

AMB OR A AMBIENT

ARCH ARCHITECT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AV AUDIO VISUAL

BD BOARD

BFF BELOW FINISH FLOOR

BLDG BUILDING

BYP BY PASS

C CONDUIT

CAB CABINET

CALC CALCULATE

CAP CAPACITY

CAT CATALOG

CATV COMMUNITY ANTENNA TELEVISION

CCR CONTROL CONTACTOR

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS

CLG CEILING

CMU CONCRETE MASONRY UNIT

COAX COAX CABLE

COMM COMMUNICATION

COMPT COMPARTMENT

CONC CONCRETE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVES

CTV CABLE TELEVISION

CU COPPER

CUR CURRENT

DB DECIBEL OR DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLITION

DIAG DIAGRAM

DISTR DISTRIBUTION

DN DOWN

DRSW DOOR SWITCH

DWG DRAWING

EC EMPTY CONDUIT

EG EQUIPMENT GROUND

EL ELEVATION

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EPO EMERGENCY POWER OFF

ESMT EASEMENT

EXIST EXISTING

FLEX FLEXIBLE METALLIC CONDUIT

FOUTT TELEPHONE FLOOR OUTLET

FP FIRE PROTECTION

FT FEET OR FOOT

FU SW FUSED SWITCH

G OR GND GROUND OR GENERATOR

GEN GENERATOR

GTB GROUND TERMINAL BOX

HOA HAND-OFF-AUTOMATIC

HT HEIGHT

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

J-BOX JUNCTION BOX

LF LINEAR FEET (FOOT)

LTG LIGHTING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MT MOUNT

MTD MOUNTED

MTG MOUNTING

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEUT OR N NEUTRAL

NIC NOT IN CONTRACT

NS NO SCALE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

P POLE

PA PUBLIC ADDRESS

PB PANELBOARD, PULL BOX, OR PUSHBUTTON

PBPU PREFABRICATED BEDSIDE PATIENT UNIT

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PNL PANEL

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

REQD REQUIRED

SF SQUARE FOOT (FEET)

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SPEC SPECIFICATION

SURF SURFACE

SW SWITCH

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

UFD UNDERFLOOR DUCT

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

WP WEATHERPROOF

ELECTRICAL / TECHNOLOGY ABBREVIATIONS

N ELECTRICAL PANEL

N = NAME

V = VOLTAGE

F = FRAME SIZE (AMPS)

B = BREAKER TYPE / RATING

F

T

FUSED DISCONNECT SWITCH

F = FRAME SIZE (AMPS)

T = FUSE SIZE (AMPS)

F

NON-FUSED DISCONNECT SWITCH

F = FRAME SIZE (AMPS)

F

T

CIRCUIT BREAKER

F = FRAME SIZE (AMPS)

T = TRIP SETTING (AMPS)

S

MOTOR STARTER

S = STARTER SIZE

AUTOMATIC TRANSFER SWITCH

VARIABLE FREQUENCY DRIVE

JUNCTION BOX

VFD

J

FUSE

S

N L

ELECTRICAL MOTOR

S = SIZE (HP)

N = NAME

L = ELECTRICAL LOAD (AMPS)

S

N L

ELECTRICAL DEVICE

S = SIZE (kW)

N = NAME

L = ELECTRICAL LOAD (AMPS)

N S

PV

SV

DELTA-Y DRY-TYPE TRANSFORMER

N = NAME

PV = PRIMARY VOLTAGE

S = SIZE (kW)

SV = SECONDARY VOLTAGE

EARTH GROUND

PUSHBUTTON SWITCH - NORMALLY CLOSED

PUSHBUTTON SWITCH - NORMALLY OPEN

CONTACT - NORMALLY OPEN

CONTACT - NORMALLY CLOSED

CURRENT TRANSFORMER

SOLENOID COIL

PILOT LIGHT

RC = RELAY COIL, NUMBER INDICATES RELAY TYPE

50 = INSTANTANEOUS OVERCURRENT OR RATE-OF-RISE

51 = AC-TIME OVERCURRENT

67 = AC-DIRECTIONAL OVERCURRENT

86 = LOCKING OUT

FLOOR

ROOM NAME & NO.

# FEEDER SIZE, REFER TO FEEDER SCHEDULE

F

T

CIRCUIT BREAKER

F = FRAME SIZE (AMPS)

T = FUSE SIZE (AMPS)

V F B

EXIST. EXISTING FEEDER TO REMAIN

DEMO. FEEDER TO BE REMOVED

SPECIAL RECEPTACLE / EQUIPMENT

DESCRIPTION 1

DESCRIPTION 2

N = NAME PLATE

L = ELECTRICAL LOAD (AMPS)

DESCRIPTION 1

DESCRIPTION 2

N

L

SWITCH

ONE-LINE DIAGRAM SYMBOL LEGEND

BRANCH CIRCUIT IS REPRESENTED WITH PANEL NAME AND NUMBER

OF CIRCUITS. REFER TO FLOOR PLANS AND PANELBOARD

SCHEDULES FOR ADDITIONAL INFORMATION.

KEYED NOTE, REFER TO DRAWINGS FOR NOTES

EXISTING DEVICE OR EQUIPMENT TO REMAIN

(E)

ELECTRICAL ITEMS SHOWN LIGHT WITH A SOLID LINETYPE ARE

EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

PANEL: 1,3

ELECTRICAL ITEMS SHOWN BOLD WITH A HIDDEN LINETYPE ARE TO

BE REMOVED UNLESS NOTED OTHERWISE.

ELECTRICAL ITEMS SHOWN BOLD WITH A SOLID LINETYPE ARE NEW

UNLESS NOTED OTHERWISE.

EXISTING DEVICE OR EQUIPMENT TO BE RELOCATED (ER)

DETAIL NOTE, REFER TO DETAILS FOR NOTES AND ADDITIONAL

INFORMATION

ELECTRICAL GENERAL SYMBOL LEGEND

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

VIEW TITLE

N

NORTH ARROW

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

DRAWING SYMBOLS

XX-X X

EQUIPMENT NUMBER

BUILDING NO. WHERE EQUIPMENT IS LOCATED

EQUIPMENT ABBREVIATION

UNIT NUMBER TAG

480 / 277V PANEL, RECESSED OR SURFACE

MOUNTED

208 / 120V PANEL, RECESSED OR SURFACE

MOUNTED

POKE-THRU DEVICE, WITH POWER AND COMMUNICATIONS

REFER TO DIMENSIONS ON DRAWINGS FOR EXACT LOCATION

FLUSH MOUNTED IN-FLOOR BOX DEVICE FOR POWER.

REFER TO FURNITURE VENDOR'S DRAWING FOR DIMENSIONS.

ROUTE A 1" CONDUIT TO THE NEAREST COLUMN THEN TO

ABOVE AN ACCESSIBLE CEILING.

DUPLEX 120V, 20A RECEPTACLE

(MOUNT 18" AFF, UNLESS NOTED OTHERWISE)

GFCI = GROUND FAULT CIRCUIT INTERRUPTER

DED = DEDICATED CIRCUIT

WP = WEATHER PROOF

T = TAMPER-RESISTANT

SPECIAL 208V RECEPTACLE, REFER TO DRAWINGS

(MOUNT 18" AFF, UNLESS NOTED OTHERWISE)

DUPLEX 120V, 20A RECEPTACLE EMERGENCY OR

CRITICAL POWER (MOUNT 18" AFF, UNLESS NOTED

OTHERWISE)

QUAD 120V, 20A RECEPTACLE EMERGENCY OR CRITICAL POWER

(MOUNT 18" AFF, UNLESS NOTED OTHERWISE)

QUAD 120V, 20A RECEPTACLE

(MOUNT 18" AFF, UNLESS NOTED

OTHERWISE)

M

J

ELECTRIC MOTOR

JUNCTION BOX / OUTLET BOXJ

MR

STARTER, COMBINATION WITH DISCONNECT SWITCH

STARTER OR MOTOR CONTROLLER

T TRANSFORMER, FLOOR MOUNTED UNLESS NOTED OTHERWISE

NON-FUSED DISCONNECT SWITCH

F…