Attachment 3 TECHNICAL DRAWINGS.pdf

PDF 4 MB Posted Jul 21, 2026

Attached to: B752 Repair Facade and Tuckpointing
Solicitation number: FA663326Q0007
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 100% Design document for a federal construction project at the 934th Airlift Wing, United States Air Force Reserve, located at 760 Military Highway, Minneapolis, Minnesota 55450-2100. Project Number QJKL 25-0012 addresses facade and tuckpointing work on Building 752.

The design specifications include comprehensive work to sustain the building exterior. Key tasks involve removing and replacing caulk from multiple penetrations including sensor boxes, electrical outlets, duct retentions, water flow spouts, fire suppression main drains, and surge arresters, with non-shrink neoprene sealant applied on top and sides of each penetration. The project requires installation of new vent inserts 24 inches above the bottom course of bricks, replacement of exterior caulk and backer rod around window jambs, headers, sills, door jambs, and headers with 3/8-inch round backer rod and non-shrink sealant. Additional work includes applying sealant on all control joints with 5/8-inch round backer rod, raising existing concrete stoop, repairing damaged curb ends, installing new steel edgers with 1.5-inch crushed lime landscape rock extending four feet beyond the exterior brick, and lawn sprinkler demolition of 60 linear feet of tubing, heads, actuators, and hand holes. The design sheets include floor plans, landscape plans, elevation views (north, south, east, and west), and detailed construction sections showing material specifications and installation requirements.

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Other files

File	Type	Posted
20260813 B752 QA Updated.pdf	PDF	Aug 13, 2026
Solicitation Amendment FA663326Q00070001 SF 30.pdf	PDF	Aug 10, 2026
Amendment_Memorandum_(FA663326Q00070001).pdf	PDF	Aug 10, 2026
20260810 B752 Q-A.pdf	PDF	Aug 10, 2026
20260731 B752 Q-A package.pdf	PDF	Jul 31, 2026
B752 Existing Photos.pdf	PDF	Jul 30, 2026
B752 Site Visit Roster.pdf	PDF	Jul 29, 2026
Solicitation - FA663326Q0007.pdf	PDF	Jul 21, 2026
Attachment 1 Revised Statement of Work(07072026).pdf	PDF	Jul 21, 2026
Attachment 2 TECHNICAL SPECS.pdf	PDF	Jul 21, 2026
Attachment 4 Submittal Register.xlsx	XLSX spreadsheet	Jul 21, 2026
Attachment 5 20260518 Wage Determination.pdf	PDF	Jul 21, 2026

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I F

TLRI

934 TH

VIKINGS

YING

HT43

AI RL TFI

GNIW

SHEET # DESCRIPTION

T-1 TITLE SHEET

PD-1 LAWN SPRINKLER DEMOLITION

L-1 LANDSCAPE PLAN

A-1 FLOOR PLAN

A-2 DETAILS

A-3 EAST & WEST ELEVATIONS

A-4 NORTH & SOUTH ELEVATIONS

MINNEAPOLIS MINNESOTA

760 MILITARY HIGHWAY

55450-2100

934th AIRLIFT WING

UNITED STATES AIR FORCE RESERVE

SUSTAIN FACADE AND TUCKPOINTING, B752

PROJECT # QJKL 25-0012

100% DESIGN

PROJECT LOCATION

ABBREVIATIONS

WD. - WOOD

MTL. - METAL

STL. - STEEL

ALUM. - ALUMINUM

PREFIN. - PRE-FINISHED

O.C. - ON CENTER

EXIST. - EXISTING

INSUL. - INSULATION

V.B. - VAPOR BARRIER

W/ - WITH

W/O - WITHOUT

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QJKL 25-0012

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BRANCH

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934 BASE CIVIL ENGINEERING

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LAWN SPRINKLER DEMOLITION PLAN1

Demolition Notes

1. Remove 60 LF of lawn sprinkler tubing, heads, actuators and hand hole. The actuators are disconnected from electricity and water. A portion of copper was cut to grade for easy removal/

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KEYNOTES

1. REMOVE CAULK FROM SENSOR BOX. REPLACE WITH NON-SHRINK NEOPRENE SEALANT ON TOP AND SIDES.

2. REMOVE CAULK FROM ELECTRICAL OUTLET FACE PLATE. APPLY NON-SHRINK NEOPRENE SEALANT ON TOP AND SIDES.

3. REMOVE CAULK FROM ELECTRICAL CONDULET PENETRATION. APPLY NON-SHRINK NEOPRENE SEALANT ON TOP AND SIDES.

4. REMOVE CAULK FROM DUCT RETENTION BAR. APPLY NON-SHRINK NEOPRENE SEALANT ALL AROUND.

5. REMOVE CAULK FROM EACH ELECTRICAL CONDULET PENETRATION. APPLY NON-SHRINK NEOPRENE SEALANT ALL AROUND.

6. REMOVE CAULK FROM FIBER BOX. APPLY NON-SHRINK NEOPRENE SEALANT ON TOP AND SIDES.

7. REMOVE CAULK FROM WATER FLOW SPOUT FACEPLATE. APPLY NON-SHRINK NEOPRENE SEALANT ALL AROUND.

8. REMOVE CAULK FROM FIRE SUPPRESSION MAIN DRAIN FACEPLATE. APPLY NON-SHRINK SEALANT ALL AROUND.

9. REMOVE CAULK FROM FIRE DEPARTMENT CONNECTION FACEPLATE. APPLY NON-SHRINK SEALANT ALL AROUND.

10. REMOVE CAULK FROM HOSE BIB FACEPLATE. APPLY NEW NON-SHRINK NEOPRENE SEALANT ON TOP AND SIDES.

11. REMOVE CAULK FROM FIRE ALARM STROBE BOX. APPLY NON-SHRINK NEOPRENE SEALANT ON TOP AND SIDES.

12. REMOVE CAULK FROM SURGE ARRESTER ENCLOSURE. APPLY NON-SHRINK NEOPRENE SEALANT ON TOP AND SIDES.

13. REMOVE DAMAGED BRICK TO AND REPLACE TO MATCH EXISTING.

14. INSTALL NEW VENT INSERTS @ 24" O. C. ABOVE THE BOTTOM COURSE OF BRICKS AROUND THE BUILDING.

15. REMOVE EXTERIOR CAULK AND BACKER ROD AROUND WINDOW JAMB, HEADER AND SILL. INSTALL NEW 3/8" ROUND BACKER ROD AND NON-SHRINK SEALANT.

16. REMOVE CAULK FROM COVER. APPLY NON-SHRINK SEALANT ALL AROUND.

17. REMOVE EXTERIOR CAULK AND BACKER ROD AROUND DOOR JAMB AND HEADER. INSTALL NEW 3/8" ROUND BACKER ROD AND NON-SHRINK SEALANT.

18. REMOVE EXTERIOR CAULK AND BACKER ROD ON ALL CONTROL JOINTS. INSTALL 5/8" ROUND BACKER ROD. APPLY NON-SHRINK NEOPRENE SEALANT.

19. RAISE EXISTING CONCRETE STOOP PER SECTION 32 01 29.62 CONCRETE PAVEMENT RAISING. REPAIR DAMAGED CURB ENDS, APPLY GREY NON-SHRINK NEOPRENE SEALANT ON JOINTS.

20. RE-GRADE TERRAIN TO 4% SLOPE BY ADDING COMMON EARTH. INSTALL STEEL EDGER AND LAY 1 1/2" CRUSHED LIME LANDSCAPE ROCK PER DETAIL 3/A-2. EXTEND 4 FEET BEYOND THE EXTERIOR BRICK.

21. REMOVE CAULK FROM FIRE DEPARTMENT KNOX BOX. APPLY NON-SHRINK NEOPRENE SEALANT ON TOP AND SIDES.

22. EXISTING PATCH TO REMAIN.

23. EXISTING SHRUB AREA TO REMAIN.

24. EXISTING GRASS TO REMAIN.

25. REMOVE SPLASH PAD AND SAVE FOR REINSTALLATION AFTER GRADING IS COMPLETE.

26. REPLACE CRACKED BRICKS UP TO THE BOTTOM OF THE SECOND 1/2" RECESSED BRICK.

27. REMOVE BOTTOM SECTION OF THE DOWNSPOUT AND SAVE FOR REINSTALLATION AFTER BRICK WORK IS COMPLETE.

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934 BASE CIVIL ENGINNEERING

65'-8"

30'-4"

9'-8"

4'-8"

1'-8"

7'-8" 4'-8" 9'-4" 9'-8" 12' 4'-8" 5'-4" 4'-8" 7'-8"

4'-8"

13'

4'-8"

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NORTH

ALUM. THRESHOLD SET IN BED

OF MASTIC & ANCHORED TO

FOUNDATION.

38" PREMOLDED E. J. FILLER

RECESSED MAT

CONC. LEVELER

12" CMU

CONC. SLAB

Slope 1/4"/FT.

1' -9

3/8"

1/2"

5/8" THICK GYP BD.

2" THICK R-11 INSUL. BD.

2-1/2" STL. STUD @ 16" O.C.

12" CMU

8" BRICK BELOW

BRICK ROWLOCK

SILL BELOW

SEALANT & BAKER ROD

WOOD BLOCKING

WINDOW FRAME

LAM. SILL BELOW

NEW 1 1/2" CRUSHED LIME ROCK

EXIST. GRASS

NEW STEEL EDGER

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934 BASE CIVIL ENGINEERING

10'-9"

First Course Start Line. 2'-2" 4" 1'73

10'-9"

2'-91 2"

1'-83 4"

First Course Start Line. Electrical Connections to Packaged AC Unit (Not Shown). 73 4" 2'-2"

4'-31 4"

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