Attachment 2 Repair Roof B807 SPECS and DRAWINGS.pdf

PDF 4 MB Posted Jul 21, 2026

Attached to: Repair and Replace Roof, Building 807
Solicitation number: FA663326QA010
Issued by: Department of the Air Force Headquarters Secretary of the Air Force

About this file

Written by GovTribe AI · Jul 21, 2026

This is a set of architectural design drawings for a federal construction project. The drawings document roof renovation work at Building 807 (B807) located at Minneapolis Air Reserve Station in Minneapolis, Minnesota, under Project 26-0014 titled "Sustain Roof, B807." The design team is the 934th Civil Engineer Squadron (934th CEC), with in-house design services provided by CEC. The drawings are dated May 13, 2026.

The project involves removal of existing asphalt shingle roofing, valley flashing, underlayment, and drip edge from portions of the building roof, with replacement of damaged roof sheathing as needed. New work includes installation of approximately 22,174 square feet of architectural asphalt shingles, ice/dam membrane, underlayment, open valley flashing, miscellaneous flashing, drip edge, ridge vents, and ridge caps. The contractor is responsible for field verification of existing conditions and all roof penetration locations, reinstallation of parapet caps/flashing, gutters, diverters, and downspouts, and providing new flashing at existing skylights, vents, fans, and pipes. An existing single-ply membrane roof portion is to remain undisturbed. The drawings include a roof plan showing demo work and laydown areas (Sheet A-101) and a roof plan showing new work installation (Sheet A-102), with detailed dimensions, notes regarding contractor responsibilities, and specifications for material handling and site cleanup requirements.

View the file

Other files

File	Type	Posted
Attachment 1 Repair Roof B807 SOW.pdf	PDF	Jul 21, 2026
Attachment 8 - Special Contract Requirements.pdf	PDF	Jul 21, 2026
Attachment 6 Provisions and Clauses.pdf	PDF	Jul 21, 2026
Attachment 3 Submittal Register Repair Roof B807.xlsx	XLSX spreadsheet	Jul 21, 2026
Attachment 4 20260518 Wage Determination.pdf	PDF	Jul 21, 2026
Attachment 7 Combined Synopsis B807 Repair Roof.pdf	PDF	Jul 21, 2026
Attachment 5 B807 Repair Roof EAL Form.xlsx	XLSX spreadsheet	Jul 21, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

A SHEET ID

C . S

M . P

O R

D R

-0

N R

O O

F, B

R R

O N

M N

T-001 B-807

MINNEAPOLIS AIR RESERVE STATION

PROJECT 26-0014

SUSTAIN ROOF, B807

13 MAY 2026

934TH CEC DESIGN TEAM

-H

O U

DRAWING INDEX

SHEET DESCRIPTION

T-001 TITLE - DRAWING INDEX

A-101 ROOF PLAN: DEMO WORK & LAYDOWN

A-102 ROOF PLAN: NEW WORK

PROJECT

LOCATION

MAIN GATE

VICINITY MAP- NOT TO SCALE

NORTH

4 TH

T W

I G

I F

5/13/2026 9:56:33 AM, ANSI full bleed D (34.00 x 22.00 Inches)

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text F

1 3 4 5 6 7 9 102 8

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

A SHEET ID

C . S

M . P

O R

R O

O F

: D

O W

O R

O W

C T

-0

R O

O F, B

N M

A-101

BLDG-807

SHEET KEY NOTES:

Scale: 3/32"=1'-0"

ROOF PLAN: DEMO WORK1 NORTH

1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENT AND

VERIFICATION OF EXISTING CONDITIONS. NOTIFY THE PROJECT ENGINEER IF

CONDITIONS DIFFER FROM THOSE DEPICTED IN THESE DRAWINGS.

2. CONTRACTOR TO VERIFY ALL ROOF PENETRATION LOCATIONS.

3. UPON COMPLETION OF WORK, CONTRACTOR TO ENSURE ALL GUTTERS,

DOWNSPOUTS AND ROOF DRAINS ARE CLEAN AND FREE OF DEBRIS TO ALLOW

FREE FLOW OF WATER.

4. CONTRACTOR TO USE MAGNETS AROUND THE FACILITY AND ON ADJACENT

MEMBRANE ROOFS TO PICK UP NAILS AFTER COMPLETION OF ROOFING WORK.

GENERAL NOTES:

-H

O U

EXISTING SINGLE PLY MEMBRANE ROOFING TO REMAIN. PROTECT FROM

DAMAGE.

SHINGLE ROOFING, ARROW INDICATES DOWN SLOPE (VARIES 4 3/4:12 TO 6:12,

CONTRACTOR TO VERIFY). REMOVE EXISTING SHINGLE ROOFING, VALLEY

FLASHING (IF PRESENT), UNDERLAYMENT & DRIP EDGE. DAMAGED ROOF

SHEATHING SHALL BE REMOVED AND REPLACED.

REMOVE NEWER PARAPET CAP/FLASHING AS NEEDED FOR SHINGLE

REPLACEMENT AND SALVAGE FOR REUSE. IF DAMAGED DURING REMOVAL,

CONTRACTOR TO PROVIDE AND INSTALL NEW TO MATCH EXISTING.

REMOVE GUTTER, FLOW DIVERTERS & (2) DOWNSPOUTS AS NEEDED FOR

SHINGLE REPLACEMENT AND SALVAGE FOR REUSE. IF GUTTER, DIVERTERS OR

DOWNSPOUTS ARE DAMAGED DURING REMOVAL, CONTRACTOR TO PROVIDE

AND INSTALL NEW TO MATCH EXISTING.

EXIST. SKYLIGHT, VENTS, FANS AND PIPES TO REMAIN ON SHINGLED ROOFS.

PROTECT FROM DAMAGE. ASSESS EXISTING FLASHING AND REPLACE IF

DAMAGED.

REMOVE AND DISPOSE OF EXIST. DISH, ANTENNA & ASSOCIATED

CABLES/WIRING.

EXIST. NEWER FLASHING AT TRANSITION AREAS (SHINGLE TO SINGLE PLY

MEMBRANE ROOFING) TO REMAIN.

AREA FOR LAYDOWN, DUMPSTER, PORTA JOHN & HAND WASH STATIONS.

CONTRACTOR PARKING WILL BE COORDINATED DURING PROJECT KICKOFF

MEETING.

2 2 2

2 2

19'-5 1/2" 14'-6"7'-10 1/2" 23'-3" 27'-10" 21'-6" 24'-4" 32' 18'-1 1/2"

'-1

'-8

'-2

4' -7

'-1

'-8

9' -5

-7

6' -5

'-8

1'-7 1/2"

2'-3 3/4"

6' -5

-8

7' -2

1'-5 1/4" 4 1/4"

1' -9

4'-10 1/4"

3' -9

5' 9'

-2

7'-9 1/4"

4 1/4"1'-0 1/4"

5' -6

5' -0

11 1/4"

5 TYP.

ASPHALT SHINGLES SEE

SHEET KEYNOTE 2

Scale: 1/32"=1'-0"

LAYDOWN AREA2

TYP.

5/13/2026 10:01:21 AM, ANSI full bleed D (34.00 x 22.00 Inches)

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

1 3 4 5 6 7 9 102 8

NORTH

-H

O U

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

A SHEET ID

C . S

M . P

O R

R O

O F

: N

W O

R K

-0

N R

O O

F, B

R R

O N

M N

A-102

BLDG-807

Scale: 3/32"=1'-0"

ROOF PLAN: NEW WORK1

SHEET KEY NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENT AND

VERIFICATION OF EXISTING CONDITIONS. NOTIFY THE PROJECT ENGINEER IF

CONDITIONS DIFFER FROM THOSE DEPICTED IN THESE DRAWINGS.

2. CONTRACTOR TO VERIFY ALL ROOF PENETRATION LOCATIONS.

3. UPON COMPLETION OF WORK, CONTRACTOR TO ENSURE ALL GUTTERS,

DOWNSPOUTS AND ROOF DRAINS ARE CLEAN AND FREE OF DEBRIS TO ALLOW

FREE FLOW OF WATER.

4. CONTRACTOR TO USE MAGNETS AROUND THE FACILITY AND ON ADJACENT

MEMBRANE ROOFS TO PICK UP NAILS AFTER COMPLETION OF ROOFING WORK.

GENERAL NOTES:

EXISTING SINGLE PLY MEMBRANE ROOFING TO REMAIN. PROTECT FROM DAMAGE.

INSTALL NEW SHINGLE ROOFING (APPROX. 22,174 SF - CONTRACTOR TO VFY.) TO

INCLUDE REPLACEMENT OF DAMAGED ROOF SHEATHING, ICE/DAM MEMBRANE,

UNDERLAYMENT, OPEN VALLEY FLASHING, MISC FLASHING, DRIP EDGE,

ARCHITECTURAL SHINGLES, RIDGE VENTS AND RIDGE CAPS. REFER TO SOW FOR

DETAILED INFORMATION.

REINSTALL PARAPET CAP/FLASHING.

REINSTALL GUTTER, DIVERTERS AND DOWNSPOUTS.

PROVIDE NEW FLASHING AS REQUIRED AT EXISTING SKYLIGHT, VENTS, FANS AND

PIPES.

2 2 2

2 2

5 TYP.

19'-5 1/2" 14'-6"7'-10 1/2" 23'-3" 27'-10" 21'-6" 24'-4" 32' 18'-1 1/2"

'-1

'-8

'-2

4' -7

'-1

'-8

9' -5

-7

6' -5

'-8

1'-7 1/2"

2'-3 3/4"

6' -5

-8

7' -2

1'-5 1/4" 4 1/4"

1' -9

4'-10 1/4"

3' -9

5' 9'

-2

7'-9 1/4"

4 1/4"1'-0 1/4"

5' -6

5' -0

11 1/4"

ASPHALT SHINGLES

SEE SHEET KEYNOTE 2

5/13/2026 10:08:24 AM, ANSI full bleed D (34.00 x 22.00 Inches)

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

26-0014-T-001

Sheets and Views

T-001

26-0014-A-101

Sheets and Views

A-101

26-0014-A-102

Sheets and Views

A-102

File details come from the government source that posted it. Updated Jul 21, 2026.