About this file

This document package includes construction drawings and specifications for replacing the roof on two buildings at a Department of Veterans Affairs medical center. The drawings show existing conditions, demolition plans, new roof system details and components, as well as general notes. Specifications call for removing existing roofing materials down to the metal decking, installing tapered rigid insulation with a fully adhered 60 mil white TPO membrane roofing system, metal roofing at specific areas, and related flashing and accessories. Work must be coordinated with the facility to avoid disrupting patient care operations. The solicitation is for contract 36C25224B0002 issued by the VA Veterans Health Administration VISN 12 to replace the roofs on the B-98 Ambulance Bay and B-58 Chiller Area at the VA medical center located at 1900 E Main St in Danville, Illinois. Bids are due by the date listed on the solicitation for award and performance of the roof replacement project.

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Other files

File Type Posted
Wage Determination 11-17-23.pdf PDF
Revised Specifications 550-24-203.pdf PDF
36C25224B0002 0001.docx DOCX document
Revised Drawings 550-24-203 (1).pdf PDF
SOW Synopsis.pdf PDF
Wage Determination 11-07-23.pdf PDF
Specifications.pdf PDF
Pre-Construction Checklist 550-24-203.pdf PDF
36C25224B0002_1.docx DOCX document

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Text version

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.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

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.

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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

ORIENTATION AND CONTEXT ONLY.

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

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS UNLESS NOTED

OTHERWISE.

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.

PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

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.

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.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

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.

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

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

BI

M

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2.

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ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

REPLACE ROOF B-98 AMBULANCE

BAY & B-58 CHILLER AREA ROOF

1900 E Main St, Danville, IL 61832

550-24-203

98 & 58

07/29/2023 MS JD

BID DOCUMENTS

Revisions: Date:

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'

- 0

NEW FRT BLOCKING

LAP SEALANT, FULL PERIMETER

COUNTER FLASHING

VAPOR BARRIER

EXISTING BRICK VENEER

TO REMAIN

FILL VOID w/ BATT

INSULATION

4 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

5 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 WALL30 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

MI

N8"

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 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 FRAMING5/8" 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

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

BI

M

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2.

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ROOF DETAILS REPLACE ROOF B-98 AMBULANCE

BAY & B-58 CHILLER AREA ROOF

1900 E Main St, Danville, IL 61832

550-24-203

58 & 98

07/29/2023 MS JD

BID DOCUMENTS

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

Revisions: Date:

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'

- 0

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'

- 0

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 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

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

BI

M

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2.

R ep la ce R oo f B ui di ng

AE

/1 9.

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ROOF DETAILS

1900 E Main St, Danville, IL 61832

550-24-203

B-58 & B-98

07/29/2023 MS JD

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

Revisions: Date:

REPLACE ROOF B-98 AMBULANCE BAY &

B-58 CHILLER AREA ROOFBID DOCUMENTS

File details come from the government source that posted it. Updated .