Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- 36C25224B0002
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 | ||
| Revised Specifications 550-24-203.pdf | ||
| 36C25224B0002 0001.docx | DOCX document | |
| Revised Drawings 550-24-203 (1).pdf | ||
| SOW Synopsis.pdf | ||
| Wage Determination 11-07-23.pdf | ||
| Specifications.pdf | ||
| Pre-Construction Checklist 550-24-203.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
.5
2.
R ep la ce R oo f B ui di ng
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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
.5
2.
R ep la ce R oo f B ui di ng
AE
/1 9.
.1 5_
A_ v2
1.
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9:
A M
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
.5
2.
R ep la ce R oo f B ui di ng
AE
/1 9.
.1 5_
A_ v2
1.
rv t 9/
/2
:5
9:
A M
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 .