Am_0007-Drawings.pdf

PDF 3 MB Posted

Attached to
CNS Consolidated Helo/TRF Ops/AMU and Alert Facility, FE Warren AFB, WY
Solicitation number
W9128F21R0070
Issued by

About this file

This package includes construction drawings and specifications for a consolidated helicopter/tactical response force operations and aircraft maintenance unit alert facility to be constructed at FE Warren Air Force Base in Wyoming. The facility will include hangar, maintenance, and alert spaces. Drawings show wall sections, details, schedules, and notes for the structural, architectural, mechanical, and electrical systems. Solicitation W9128F21R0070 from the Department of the Army Corps of Engineers Engineering District Omaha seeks offers for design-bid-build construction of the project. The solicitation release date is March 2021 with an award date scheduled for Fall 2021 and project completion slated for Fall 2023.

View the file

Other files

Show all 31

On GovTribe

Work with this file

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

Text version

FIRST FLOOR

100' - 0"

SECOND FLOOR

115' - 0"

T.O. PARAPET

136' - 0"

11'

A-311

E5

A-312

D5

A8-1

A-312

F7

310 311

122' - 9 1/2"

T.O. STEEL

FIRST FLOOR

100' - 0"

3'

A-311

D2

A-311

A2

1'-5"

116' - 2 3/4"

T.O. OF STEEL

11'

1'-2 1/2" 1'-4 1/2"

331360

(EJ)

3"

11"

/2

B.O. SCUPPER

T.O. STEEL

SLOPE

SLOPE

201 359

148' - 6"

/2

B.O. OVERFLOW

T.O. STEEL

SLOPE

SLOPE

148' - 6"

1'-10"

2" 1'-6" 2"

2'-0"

TYP; UON

5' - 0"

222 221

A7 A-312

A5 A-312

SECOND FLOOR

115' - 0"

4 3/8" 3"

/2

/2

7 3/8"

1/2" 1/4"

01 2 42

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

R E

G

IS

T

ERED ARCH

IT

E

C T

S T

A T E

O F T EX

A S

C H

R I S

T

O

PHER M

S U

R L

E S

2 3 6 3 8

US Army Corps of Engineers Omaha District ®

SHEET

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D x

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

D R

A W

IN

G

C O

D E

A F

-1

-0

-W F

R

M

A R

C H

C H

O F

F F

IL

E

N A

M E

O M

A H

A D

IS

T

R

IC

T

O M

A H

A

N E

B R

A S

K A

F Y

H

E L

O /T

R F

/M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

P R

O J E

C T

N U

M B

E R

G

H L

N A

F E

W A

R R

E N

A F

B

W Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t

F o rt

W o rt h

T X

READY-TO-ADVERTISE (RTA) DESIGN

A-312

W A

L L S

E C

T

IO

N S

C S

U R

L E

S

T R

IC

E

N V

IG

L

IO

T

T A

F E

-G

H L

N

A A

-3

1/2" = 1'-0"A3

WALL SECTION

1/2" = 1'-0"A1

WALL SECTION

1 1/2" = 1'-0"D5

SECTION DETAIL

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

1 1/2" = 1'-0"A5

SCUPPER DETAIL

1 1/2" = 1'-0"A7

OVERFLOW SCUPPER DETAIL

1/2" = 1'-0"D7

ENLARGED ELEVATION

1 1/2" = 1'-0"F7

SECTION DETAIL

KEYNOTES

105 STRUCTURAL CROSS BRACING; REFER STRUCTURAL

111 6" DIA X 4'-0" HIGH CONCRETE-FILLED STEEL PIPE

BOLLARD, TYP.

140 FULLY ADHERED ROOFING MEMBRANE ON 1/2"

PROTECTION BOARD ON RIGID INSULATION (R-50)

142 PREFINISHED STANDING SEAM ROOF ON 1/2"

PROTECTION BOARD ON RIGID INSULATION (R-50)

146 ROOF MOUNTED SNOW GUARDS; REFER C4/A-521

201 3" PREFINISHED INSULATED METAL WALL PANEL (EX-1)

202 ADHERED STONE VENEER WAINSCOT

203 4" x 6" PREFINISHED OPEN FACE METAL DOWNSPOUT;

REFER E7/A-521

204 8 1/2"D x 6 1/2"W PREFINISHED METAL GUTTERS; REFER E4/A-521

210 FINISH GRADE; REFER CIVIL

221 1'-8" x 2'-0" PREFINISHED CONDUCTOR HEAD

222 1'-0" x 1'-6" PREFINISHED OVERFLOW THRU WALL

SCUPPER

225 ROOF LINE (BEYOND)

246 PREFINISHED SHEET METAL CLOSURE

252 1'-0" x 1'-6" PREFINISHED THRU WALL SCUPPER

(BEYOND)

301 STEEL FRAMING; REFER STRUCTURAL

302 RIGID INSULATION

307 FLUID APPLIED AIR BARRIER

310 PREFINISHED METAL PARAPET COPING WITH

CONCEALED LAP JOINTS

311 CONTINUOUS METAL CLEAT

313 STEEL JOIST, REFER STRUCTURAL

314 CAST STONE COPING (EX-4), REFER B9/A-312

315 PREFINISHED METAL FLASHING

317 REINFORCED CONCRETE SLAB ON METAL DECK; REFER

STRUCTURAL

320 REINFORCED CONCRETE SLAB; REFER STRUCTURAL

329 3" CONCRETE FACED PERIMETER INSULATION (R-20),

EXTEND 60" BELOW GRADE

331 8" METAL GIRT, REFER STRUCTURAL

339 METAL ROOF DECK; REFER STRUCTURAL

343 TREATED WOOD BLOCKING

349 PROTECTION BOARD

350 FILL GIRT CAVITY WITH SPRAY FOAM INSULATION, R-6

PER INCH MIN, DENSITY OF 1.9 LB/CF, SMOKE

DEVELOPMENT LESS THAN 450 AND FLAME SPREAD

LESS THAN 25 WHEN TESTED WITH ASTM E84.

351 BENT PLATE

358 SEALANT

359 PVC FLASHING MEMBRANE, EXTEND UP OVER TOP OF

PARAPET COPING

360 METAL EXPANSION JOINT COVER

370 PREFINISHED METAL EDGE TRIM

371 3" METAL PANEL (EX-2)

377 5/8" EXTERIOR SHEATHING

388 PREFINISHED METAL SCUPPER FLANGE

394 HORIZONTAL GIRTS AT 5'-0" ON CENTER VERTICAL (TYP)

397 VERTICAL STEEL TUBE AT PARAPET, GIRT INFILL

BETWEEN TUBES

506 PVC FLASHING MEMBRANE, LAP OVER SCUPPER

FLANGE

514 1" METAL LINER PANEL

515 1'-0" TALL x 1'-6" WIDE SCUPPER OPENING

575 3" UNDERSLAB INSULATION (R15), REFER MECHANICAL

AND STRUCTURAL

3" = 1'-0"B9

COPING DETAIL

A

M

R E

V

IS

IO

N

S

-1

-2

09-16-2021

SECOND FLOOR

115' - 0"

T.O. PARAPET

136' - 0"

A-311

E5

A-313

D3

A-311

A2

T

/2

/2

1'-8 1/2"

/4

/2

/4

/4

/4

A-313

A3

2"

129' - 10"

T.O. STEEL

S

FIRST FLOOR

100' - 0"

SECOND FLOOR

115' - 0"

T.O. PARAPET

136' - 0"

A-311

A2

A-311

E5

A-313

B3

A

320329

/2

/2

/2

/2

SIM

2"

FIRST FLOOR

100' - 0"

SECOND FLOOR

115' - 0"

B

A-311

A2

A-311

E5

141' - 5"

T.O. PARAPET

SECOND FLOOR

115' - 0"

T

1/2" 1'-6"

7" 11"

9 1/2"

S

SECOND FLOOR

115' - 0"

A

11" 5"

S1

1'-4"

T

(BEYOND)

01 2 42

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

R E

G

IS

T

ERED ARCH

IT

E

C T

S T

A T E

O F T EX

A S

C H

R I S

T

O

PHER M

S U

R L

E S

2 3 6 3 8

US Army Corps of Engineers Omaha District ®

SHEET

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D x

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

D R

A W

IN

G

C O

D E

A F

-1

-0

-W F

R

M

A R

C H

C H

O F

F F

IL

E

N A

M E

O M

A H

A D

IS

T

R

A H

A

N E

B R

A S

K A

F Y

H

E L

O /T

R F

/M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

P R

O J E

C T

N U

M B

E R

G

H L

N A

F E

W A

R R

E N

A F

B

W Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t

F o rt

W o rt h

T X

READY-TO-ADVERTISE (RTA) DESIGN

A-313

W A

L L S

E C

T

IO

N S

C S

U R

L E

S

T R

IC

E

N V

IG

L

IO

T

T A

F E

-G

H L

N

A A

-3

1/2" = 1'-0"A1

WALL SECTION

1/2" = 1'-0"A4

WALL SECTION

1/2" = 1'-0"A7

WALL SECTION

KEYNOTES

140 FULLY ADHERED ROOFING MEMBRANE ON 1/2"

PROTECTION BOARD ON RIGID INSULATION (R-50)

201 3" PREFINISHED INSULATED METAL WALL PANEL (EX-1)

202 ADHERED STONE VENEER WAINSCOT

203 4" x 6" PREFINISHED OPEN FACE METAL DOWNSPOUT;

REFER E7/A-521

210 FINISH GRADE; REFER CIVIL

212 ALUMINUM WINDOW SYSTEM WITH LOW-E, LAMINATED,

INSULATED GLAZING (EX-5)

221 1'-8" x 2'-0" PREFINISHED CONDUCTOR HEAD

249 RADIANT HEATING PANEL, REFER MECHANICAL AND

F4/A-511

301 STEEL FRAMING; REFER STRUCTURAL

302 RIGID INSULATION

310 PREFINISHED METAL PARAPET COPING WITH

CONCEALED LAP JOINTS

311 CONTINUOUS METAL CLEAT

312 CEILING AS SCHEDULED

313 STEEL JOIST, REFER STRUCTURAL

314 CAST STONE COPING (EX-4), REFER B9/A-312

317 REINFORCED CONCRETE SLAB ON METAL DECK; REFER

STRUCTURAL

320 REINFORCED CONCRETE SLAB; REFER STRUCTURAL

329 3" CONCRETE FACED PERIMETER INSULATION (R-20),

EXTEND 60" BELOW GRADE

330 5/8" GYPSUM BOARD

350 FILL GIRT CAVITY WITH SPRAY FOAM INSULATION, R-6

PER INCH MIN, DENSITY OF 1.9 LB/CF, SMOKE

DEVELOPMENT LESS THAN 450 AND FLAME SPREAD

LESS THAN 25 WHEN TESTED WITH ASTM E84.

359 PVC FLASHING MEMBRANE, EXTEND UP OVER TOP OF

PARAPET COPING

361 SHEET METAL CLOSURE

363 FIRE SAFING

364 LINE OF FLOOR FINISH

366 8" METAL STUD @ 16" O.C.

394 HORIZONTAL GIRTS AT 5'-0" ON CENTER VERTICAL (TYP)

397 VERTICAL STEEL TUBE AT PARAPET, GIRT INFILL

BETWEEN TUBES

444 BATT INSULATION

516 MULLION EXTENSION CAP, MATCH MULLION FINISH

517 2" MINERAL WOOL INSULATION

518 FIRE SAFFING, ASSEMBLY TO MEET UL CW-D-1014

570 REFER A-541 FOR DOWNSPOUT BOOT, AND BELOW

GRADE CONNECTION

1 1/2" = 1'-0"D3

SECTION DETAIL

1 1/2" = 1'-0"B3

SECTION DETAIL

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

1 1/2" = 1'-0"A3

SECTION DETAIL

A

M

R E

V

IS

IO

N

S

-1

-2

A-311

E5

211 105

MM

1'-7 1/2"

A-314

C9

A-314

B9

A-311

A2

148' - 6"

T.O. PARAPET

FIRST FLOOR

100' - 0"

310 311

A-311

E5

A-311

A2

T.O. PARAPET

FIRST FLOOR

100' - 0"

SECOND FLOOR

115' - 0"

15 16

A-314

C7

A-314

A7

8 1/2"

2'-0 1/2"

VARIES

VARIES

A-631

A6

A-631

A8

(EJ)

3"

15 16

349302

(EJ)

3"

M

IN3

310 359

8 1/2"

M

IN

FIRST FLOOR

100' - 0"

15 16

2'-9"

01 2 42

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

R E

G

IS

T

ERED ARCH

IT

E

C T

S T

A T E

O F T EX

A S

C H

R I S

T

O

PHER M

S U

R L

E S

2 3 6 3 8

US Army Corps of Engineers Omaha District ®

SHEET

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D x

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

D R

A W

IN

G

C O

D E

A F

-1

-0

-W F

R

M

A R

C H

C H

O F

F F

IL

E

N A

M E

O M

A H

A D

IS

T

R

A H

A

N E

B R

A S

K A

F Y

H

E L

O /T

R F

/M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

P R

O J E

C T

N U

M B

E R

G

H L

N A

F E

W A

R R

E N

A F

B

W Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t

F o rt

W o rt h

T X

READY-TO-ADVERTISE (RTA) DESIGN

A-314

W A

L L S

E C

T

IO

N S

C S

U R

L E

S

T R

IC

E

N V

IG

L

IO

T

T A

F E

-G

H L

N

A A

-3

1/2" = 1'-0"A1

WALL SECTION

1/2" = 1'-0"A3

WALL SECTION

1/2" = 1'-0"A5

WALL SECTION

1 1/2" = 1'-0"C7

SECTION DETAIL

1 1/2" = 1'-0"A7

SECTION DETAIL

KEYNOTES

105 STRUCTURAL CROSS BRACING; REFER STRUCTURAL

123 MECHANICAL DUCTWORK; REFER MECHANICAL

140 FULLY ADHERED ROOFING MEMBRANE ON 1/2" PROTECTION

BOARD ON RIGID INSULATION (R-50)

201 3" PREFINISHED INSULATED METAL WALL PANEL (EX-1)

202 ADHERED STONE VENEER WAINSCOT

203 4" x 6" PREFINISHED OPEN FACE METAL DOWNSPOUT; REFER E7/A-521

210 FINISH GRADE; REFER CIVIL

211 PREFINISHED SOLAR AIR HEATING WALL SYSTEM. ATTACH TO

HANGAR STEEL STRUCTURE.

215 ALUMINUM WINDOW SYSTEM WITH LOW-E, INSULATED

GLAZING

301 STEEL FRAMING; REFER STRUCTURAL

302 RIGID INSULATION

310 PREFINISHED METAL PARAPET COPING WITH CONCEALED

LAP JOINTS

311 CONTINUOUS METAL CLEAT

312 CEILING AS SCHEDULED

314 CAST STONE COPING (EX-4), REFER B9/A-312

317 REINFORCED CONCRETE SLAB ON METAL DECK; REFER

STRUCTURAL

320 REINFORCED CONCRETE SLAB; REFER STRUCTURAL

325 DRIP EDGE

329 3" CONCRETE FACED PERIMETER INSULATION (R-20), EXTEND

60" BELOW GRADE

339 METAL ROOF DECK; REFER STRUCTURAL

343 TREATED WOOD BLOCKING

349 PROTECTION BOARD

350 FILL GIRT CAVITY WITH SPRAY FOAM INSULATION, R-6 PER

INCH MIN, DENSITY OF 1.9 LB/CF, SMOKE DEVELOPMENT LESS

THAN 450 AND FLAME SPREAD LESS THAN 25 WHEN TESTED

WITH ASTM E84.

358 SEALANT

359 PVC FLASHING MEMBRANE, EXTEND UP OVER TOP OF

PARAPET COPING

360 METAL EXPANSION JOINT COVER

370 PREFINISHED METAL EDGE TRIM

375 7 5/8" CMU, REFER STRUCTURAL

377 5/8" EXTERIOR SHEATHING

385 3" RIGID INSULATION

394 HORIZONTAL GIRTS AT 5'-0" ON CENTER VERTICAL (TYP)

397 VERTICAL STEEL TUBE AT PARAPET, GIRT INFILL BETWEEN

TUBES

509 PREFINISHED GALVANIZED J-BAR WITH SLOTTED DRAINAGE

HOLES

519 GALVANIZED 45 DEGREE SUPPORT CLIP

548 CONTINUOUS PREFINISHED GALVANIZED Z BAR

549 26 GA PERFORATED PREFINISHED GALVANIZED STEEL WALL

PANEL

570 REFER A-541 FOR DOWNSPOUT BOOT, AND BELOW GRADE

CONNECTION

575 3" UNDERSLAB INSULATION (R15), REFER MECHANICAL AND

STRUCTURAL

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

1 1/2" = 1'-0"C9

SECTION DETAIL

1 1/2" = 1'-0"B9

SECTION DETAIL

A

M

R E

V

IS

IO

N

S

-1

-2

3'

A-311

D2 146

A-615

F4 SIM

A-615

C4 SIM

D4 A-615

SIM

502502

1'-5"

T.O. STEEL

116' - 2 3/4"

SIM

FIRST FLOOR

100' - 0"

11'

A-315

E7

A-314

A7

A-315

C7 SIM

OH

310 385

SIM

OH

T.O. PARAPET

122' - 9 1/2"

T.O. STEEL

575 575

142' - 8"

T.O. STEEL

SECOND FLOOR

115' - 0"

A-315

C7

A-315

A9

A-315

E7

A-316

B7

T.O. PARAPET

VARIES

VARIES (E.J.)

3"

148' - 6"

1516 SLOPE

8 1/2"

349 302

7 1/2"

(E.J.)

3"

M

IN8

132' - 9 7/8"

M

IN3

FIRST FLOOR

100' - 0"

01 2 42

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

R E

G

IS

T

ERED ARCH

IT

E

C T

S T

A T E

O F T EX

A S

C H

R I S

T

O

PHER M

S U

R L

E S

2 3 6 3 8

US Army Corps of Engineers Omaha District ®

SHEET

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D x

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

D R

A W

IN

G

C O

D E

A F

-1

-0

-W F

R

M

A R

C H

C H

O F

F F

IL

E

N A

M E

O M

A H

A D

IS

T

R

A H

A

N E

B R

A S

K A

F Y

H

E L

O /T

R F

/M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

P R

O J E

C T

N U

M B

E R

G

H L

N A

F E

W A

R R

E N

A F

B

W Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t

F o rt

W o rt h

T X

READY-TO-ADVERTISE (RTA) DESIGN

A-315

W A

L L S

E C

T

IO

N S

C S

U R

L E

S

T R

IC

E

N V

IG

L

IO

T

T A

F E

-G

H L

N

A A

-3

1/2" = 1'-0"A1

WALL SECTION

1/2" = 1'-0"A3

WALL SECTION

1/2" = 1'-0"A5

WALL SECTION

1 1/2" = 1'-0"E7

SECTION DETAIL

1 1/2" = 1'-0"C7

SECTION DETAIL

1 1/2" = 1'-0"A9

SECTION DETAIL

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

KEYNOTES

105 STRUCTURAL CROSS BRACING; REFER STRUCTURAL

106 MECHANICAL EQUIPMENT; REFER MECHANICAL

140 FULLY ADHERED ROOFING MEMBRANE ON 1/2"

PROTECTION BOARD ON RIGID INSULATION (R-50)

142 PREFINISHED STANDING SEAM ROOF ON 1/2"

PROTECTION BOARD ON RIGID INSULATION (R-50)

146 ROOF MOUNTED SNOW GUARDS; REFER C4/A-521

159 CAST IN PLACE CONCRETE CEILING; REFER

STRUCTURAL

201 3" PREFINISHED INSULATED METAL WALL PANEL (EX-1)

204 8 1/2"D x 6 1/2"W PREFINISHED METAL GUTTERS; REFER E4/A-521

210 FINISH GRADE; REFER CIVIL

221 1'-8" x 2'-0" PREFINISHED CONDUCTOR HEAD

236 INSULATED OVERHEAD COILING DOOR, AS SCHEDULED

268 12" PRECAST CONCRETE, REFER STRUCTURAL

301 STEEL FRAMING; REFER STRUCTURAL

302 RIGID INSULATION

310 PREFINISHED METAL PARAPET COPING WITH

CONCEALED LAP JOINTS

311 CONTINUOUS METAL CLEAT

313 STEEL JOIST, REFER STRUCTURAL

317 REINFORCED CONCRETE SLAB ON METAL DECK; REFER

STRUCTURAL

318 STRUCTURAL STEEL BEAM; REFER STRUCTURAL

320 REINFORCED CONCRETE SLAB; REFER STRUCTURAL

329 3" CONCRETE FACED PERIMETER INSULATION (R-20),

EXTEND 60" BELOW GRADE

339 METAL ROOF DECK; REFER STRUCTURAL

343 TREATED WOOD BLOCKING

349 PROTECTION BOARD

351 BENT PLATE

359 PVC FLASHING MEMBRANE, EXTEND UP OVER TOP OF

PARAPET COPING

360 METAL EXPANSION JOINT COVER

370 PREFINISHED METAL EDGE TRIM

371 3" METAL PANEL (EX-2)

377 5/8" EXTERIOR SHEATHING

382 8" CAST IN PLACE CONCRETE, REFER STRUCTURAL

385 3" RIGID INSULATION

398 8" PRECAST CONCRETE WALL, REFER STRUCTURAL

464 INFILL 4" RIGID INSULATING FORMWORK FOR CIP

CONCRETE

502 STEEL TUBE JAMB - PAINT

504 2" RIGID INSULATION

575 3" UNDERSLAB INSULATION (R15), REFER MECHANICAL

AND STRUCTURAL

A

M

R E

V

IS

IO

N

S

-1

-2

A

M

R E

V

IS

IO

N

S

-1

-2

SECOND FLOOR

115' - 0"

T.O. PARAPET

136' - 0"

11'

A-311

E5

A-313

B3

A-311

A2

11 1/2" 1'-7 1/2"

S1

S1

FIRST FLOOR

100' - 0"

SECOND FLOOR

115' - 0"

AA

A-315

E7

A-315

C7

A-316

B7

BB

F3

F3

2' - 6"

(EJ)

3"

T.O. PARAPET

SECOND FLOOR

115' - 0"

AA

363 351

1'-9 1/2"

8" 5" 8 1/2"

FIRST FLOOR

100' - 0"

A-316

B9

244 140

2'-3"3"

2'-3"3"1'-0"

M

IN

550 360

140 339 349

01 2 42

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

R E

G

IS

T

ERED ARCH

IT

E

C T

S T

A T E

O F T EX

A S

C H

R I S

T

O

PHER M

S U

R L

E S

2 3 6 3 8

US Army Corps of Engineers Omaha District ®

SHEET

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D x

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

D R

A W

IN

G

C O

D E

A F

-1

-0

-W F

R

M

A R

C H

C H

O F

F F

IL

E

N A

M E

O M

A H

A D

IS

T

R

A H

A

N E

B R

A S

K A

F Y

H

E L

O /T

R F

/M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

P R

O J E

C T

N U

M B

E R

G

H L

N A

F E

W A

R R

E N

A F

B

W Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t

F o rt

W o rt h

T X

READY-TO-ADVERTISE (RTA) DESIGN

A-316

W A

L L S

E C

T

IO

N S

C S

U R

L E

S

T R

IC

E

N V

IG

L

IO

T

T A

F E

-G

H L

N

A A

-3

1/2" = 1'-0"A1

WALL SECTION

1/2" = 1'-0"A6

WALL SECTION

KEYNOTES

104 EMERGENCY SHOWER WITH EYEWASH; REFER PLUMBING AND B9/AE152

105 STRUCTURAL CROSS BRACING; REFER STRUCTURAL

140 FULLY ADHERED ROOFING MEMBRANE ON 1/2" PROTECTION BOARD ON

RIGID INSULATION (R-50)

201 3" PREFINISHED INSULATED METAL WALL PANEL (EX-1)

202 ADHERED STONE VENEER WAINSCOT

205 INSULATED HOLLOW METAL DOOR, AS SCHEDULED

210 FINISH GRADE; REFER CIVIL

244 3" EXPANSION JOINT

249 RADIANT HEATING PANEL, REFER MECHANICAL AND F4/A-511

268 12" PRECAST CONCRETE, REFER STRUCTURAL

273 5/8" GYPSUM BOARD ON 7/8" FURRING CHANNELS

301 STEEL FRAMING; REFER STRUCTURAL

302 RIGID INSULATION

306 1" SUBGIRT FRAMING

307 FLUID APPLIED AIR BARRIER

310 PREFINISHED METAL PARAPET COPING WITH CONCEALED LAP JOINTS

311 CONTINUOUS METAL CLEAT

312 CEILING AS SCHEDULED

314 CAST STONE COPING (EX-4), REFER B9/A-312

317 REINFORCED CONCRETE SLAB ON METAL DECK; REFER STRUCTURAL

320 REINFORCED CONCRETE SLAB; REFER STRUCTURAL

329 3" CONCRETE FACED PERIMETER INSULATION (R-20), EXTEND 60" BELOW

GRADE

339 METAL ROOF DECK; REFER STRUCTURAL

343 TREATED WOOD BLOCKING

349 PROTECTION BOARD

351 BENT PLATE

359 PVC FLASHING MEMBRANE, EXTEND UP OVER TOP OF PARAPET COPING

360 METAL EXPANSION JOINT COVER

363 FIRE SAFING

377 5/8" EXTERIOR SHEATHING

394 HORIZONTAL GIRTS AT 5'-0" ON CENTER VERTICAL (TYP)

397 VERTICAL STEEL TUBE AT PARAPET, GIRT INFILL BETWEEN TUBES

398 8" PRECAST CONCRETE WALL, REFER STRUCTURAL

459 MEMBRANE FLASHING

504 2" RIGID INSULATION

550 FLEXIBLE FLASHING MEMBRANE

575 3" UNDERSLAB INSULATION (R15), REFER MECHANICAL AND STRUCTURAL

1 1/2" = 1'-0"B7

SECTION DETAIL

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

1/2" = 1'-0"A3

WALL SECTION

1" = 1'-0"B9

SECTION DETAIL

01/2 1 21

SCALE: 1"=1'-0"

A

M

R E

V

IS

IO

N

S

-1

-2

WAINSCOT

103' - 4"

LOWER PARAPET

118' - 8"

F2

A-320

D3

A-320

A3

B.O. CANOPY

110' - 0"

FIRST FLOOR

100' - 0"

WAINSCOT

103' - 4"

LOWER PARAPET

118' - 8"

E

F2

A-320

B3

A-320

A1 SIM

B.O. CANOPY

110' - 0"

LOWER PARAPET

118' - 8"

140304

FIRST FLOOR

100' - 0"

WAINSCOT

103' - 4"

F2

/2

/2

(M

IN

1"

3 3/8" 4"

LOWER PARAPET

118' - 8"

E

R E

G

IS

T

ERED ARCH

IT

E

C T

S T

A T E

O F T EX

A S

C H

R I S

T

O

PHER M

S U

R L

E S

2 3 6 3 8

US Army Corps of Engineers Omaha District ®

SHEET

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D x

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

D R

A W

IN

G

C O

D E

A F

-1

-0

--0 N

O V

C H

O F

F F

IL

E

N A

M E

O M

A H

A D

IS

T

R

A H

A

N E

B R

A S

K A

F Y

H

E L

O /T

R F

/M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

P R

O J E

C T

N U

M B

E R

G

H L

N A

F E

W A

R R

E N

A F

B

W Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t

F o rt

W o rt h

T X

READY-TO-ADVERTISE (RTA) DESIGN

A-320

B

ID

O P

T

IO

N

C

R A

S H

/F

IR

E R

E S

C U

E F

A C

IL

IT

Y

W A

L L S

E C

T

IO

N S

C S

U R

L E

S

T R

IC

E

J H

U N

E Y

C U

T T

F E

-G

H L

N

A A

-3

KEYNOTES

106 MECHANICAL EQUIPMENT; REFER MECHANICAL

140 FULLY ADHERED ROOFING MEMBRANE ON 1/2"

PROTECTION BOARD ON RIGID INSULATION

(R-50)

201 3" PREFINISHED INSULATED METAL WALL PANEL

(EX-1)

202 ADHERED STONE VENEER WAINSCOT

304 12" CONCRETE MASONRY UNITS, REFER

STRUCTURAL FOR MASONRY REINFORCING

305 PREFINISHED METAL FLASHING WITH DRIP

EDGE

306 1" SUBGIRT FRAMING

307 FLUID APPLIED AIR BARRIER

308 PROVIDE CONTINUOUS FOUNDATION WEEP

SCREED AT BASE OF MORTAR

310 PREFINISHED METAL PARAPET COPING WITH

CONCEALED LAP JOINTS

311 CONTINUOUS METAL CLEAT

312 CEILING AS SCHEDULED

313 STEEL JOIST, REFER STRUCTURAL

314 CAST STONE COPING (EX-4), REFER B9/A-312

316 PVC FLASHING MEMBRANE, EXTEND UP OVER

TOP OF CMU AND LAP BACKSIDE

325 DRIP EDGE

329 3" CONCRETE FACED PERIMETER INSULATION

(R-20), EXTEND 60" BELOW GRADE

343 TREATED WOOD BLOCKING

349 PROTECTION BOARD

355 CMU BOND BEAM

370 PREFINISHED METAL EDGE TRIM

377 5/8" EXTERIOR SHEATHING

385 3" RIGID INSULATION

520 3" "Z" FURRING WITH RIGID INSULATION INFILL

571 FILL JOINT WITH SEALANT AND FILLER

3/4" = 1'-0"A1

WALL SECTION

3/4" = 1'-0"A6

WALL SECTION

1 1/2" = 1'-0"D3

SECTION DETAIL

1 1/2" = 1'-0"A3

SECTION DETAIL

1 1/2" = 1'-0"B3

SECTION DETAIL

SCALE: 3/4"=1'-0"

12 2

1 2 42

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

A

M

R E

V

IS

IO

N

S

-1

-2

TOF

97' - 0"

WAINSCOT

103' - 4"

UPPER PARAPET

125' - 4"

A-320

A3 SIM

A-320

D3

SIM

4"

A-616

F9 SIM

A-616

B9 SIM

FIRST FLOOR

100' - 0"

TOF

97' - 0"

WAINSCOT

103' - 4"

UPPER PARAPET

125' - 4"

A

140316

A-320

A3 SIM

A-320

D3

SIM

4"

(BEYOND)

UPPER PARAPET

125' - 4"

MIN

7"

/2

SLOPE

MIN

7"

580580

A-320

D3

SIM

3' - 2"

1' - 1" 2' - 1"

A-321

A9

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

R E

G

IS

T

ERED ARCH

IT

E

C T

S T

A T E

O F T EX

A S

C H

R I S

T

O

PHER M

S U

R L

E S

2 3 6 3 8

US Army Corps of Engineers Omaha District ®

SHEET

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D x

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

D R

A W

IN

G

C O

D E

A F

-1

-0

--0 N

O V

C H

O F

F F

IL

E

N A

M E

O M

A H

A D

IS

T

R

A H

A

N E

B R

A S

K A

F Y

H

E L

O /T

R F

/M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

P R

O J E

C T

N U

M B

E R

G

H L

N A

F E

W A

R R

E N

A F

B

W Y

J A

C O

B S

E N

G

IN

E E

R

IN

G G

R O

U P

I N

C

M a in

S tr e e t

F o rt

W o rt h

T X

READY-TO-ADVERTISE (RTA) DESIGN

A-321

B

ID

O P

T

IO

N

C

R A

S H

/F

IR

E R

E S

C U

E F

A C

IL

IT

Y

W A

L L S

E C

T

IO

N S

C S

U R

L E

S

T R

IC

E

J H

U N

E Y

C U

T T

F E

-G

H L

N

A A

-3

KEYNOTES

140 FULLY ADHERED ROOFING MEMBRANE ON 1/2"

PROTECTION BOARD ON RIGID INSULATION

(R-50)

201 3" PREFINISHED INSULATED METAL WALL PANEL

(EX-1)

202 ADHERED STONE VENEER WAINSCOT

210 FINISH GRADE; REFER CIVIL

211 PREFINISHED SOLAR AIR HEATING WALL

SYSTEM. ATTACH TO HANGAR STEEL

STRUCTURE.

236 INSULATED OVERHEAD COILING DOOR, AS

SCHEDULED

302 RIGID INSULATION

304 12" CONCRETE MASONRY UNITS, REFER

STRUCTURAL FOR MASONRY REINFORCING

305 PREFINISHED METAL FLASHING WITH DRIP

EDGE

306 1" SUBGIRT FRAMING

307 FLUID APPLIED AIR BARRIER

310 PREFINISHED METAL PARAPET COPING WITH

CONCEALED LAP JOINTS

313 STEEL JOIST, REFER STRUCTURAL

315 PREFINISHED METAL FLASHING

316 PVC FLASHING MEMBRANE, EXTEND UP OVER

TOP OF CMU AND LAP BACKSIDE

329 3" CONCRETE FACED PERIMETER INSULATION

(R-20), EXTEND 60" BELOW GRADE

355 CMU BOND BEAM

377 5/8" EXTERIOR SHEATHING

385 3" RIGID INSULATION

449 METAL DECK, REFER STRUCTURAL

504 2" RIGID INSULATION

520 3" "Z" FURRING WITH RIGID INSULATION INFILL

531 1" DIA SLIP RESISTANT STEEL LADDER RUNG

533 1 1/2" x 1 1/2" GALVANIZED STEEL ANGLE SUPPORTS WITH 1 1/2" x 1" x 1" GALVANIZED

STEEL GRATING FOR CROSS OVER PLATFORM,

PAINT EX-5

534 1 1/2" GALVINIZED STEEL SUPPORTS, ATTACH

TO CONCRETE WALL

536 PROVIDE FLASHING SLEEVE FOR STEEL

SUPPORT AT LADDER AND WALL

537 PROVIDE FLASHING BOOT FOR LADDER SIDE

RAIL

538 EXTEND RAIL TO DECK

571 FILL JOINT WITH SEALANT AND FILLER

575 3" UNDERSLAB INSULATION (R15), REFER

MECHANICAL AND STRUCTURAL

580 2 1/2" x 1/2" METAL FLAT BAR, PAINTED

3/4" = 1'-0"A1

WALL SECTION

3/4" = 1'-0"A6

WALL SECTION

SCALE: 3/4"=1'-0"

12 2

1 1/2" = 1'-0"A7

ROOF LADDER DETAIL

1 1/2" = 1'-0"A9

SECTION DETAIL

A

M

R E

V

IS

IO

N

S

-1

-2

A-312 WALL SECTIONS
A-313 WALL SECTIONS
A-314 WALL SECTIONS
A-315 WALL SECTIONS
A-316 WALL SECTIONS
A-320 BID OPTION 1 - CRASH/FIRE RESCUE FACILITY -WALL SECTIONS
A-321 BID OPTION 1 - CRASH/FIRE RESCUE FACILITY -WALL SECTIONS

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