AM01 DRAWINGS.pdf

PDF 4 MB Posted Jun 4, 2020

Attached to: Aircraft Maintenance Hangar at Soto Cano Air Base, Honduras
Solicitation number: W9127820R0012
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes drawings and specifications for an aircraft maintenance hangar project at Soto Cano Air Base in Honduras. The project involves construction of a new 30,000 square foot hangar with associated site work. Key requirements include a pre-engineered metal building system for the hangar structure, metal roofing, concrete foundations and slabs, masonry walls, overhead doors, windows, finishes, and mechanical/electrical systems. The drawings provide architectural, structural, and MEP plans and details for the hangar facility. The solicitation is being conducted by the U.S. Army Corps of Engineers Mobile District. The anticipated award date is in June 2020.

View the file

Other files

File	Type	Posted
AM07.pdf	PDF	Aug 24, 2020
AM06.pdf	PDF	Aug 21, 2020
AM06 DRAWINGS.pdf	PDF	Aug 21, 2020
W9127820R0012 - Virtual Site Visit Presentation.PDF	PDF	Jul 27, 2020
AM05 DRAWINGS.pdf	PDF	Jul 20, 2020
AM05.pdf	PDF	Jul 20, 2020
AM04.pdf	PDF	Jul 1, 2020
AM03.pdf	PDF	Jun 29, 2020
AM03 DRAWINGS.pdf	PDF	Jun 29, 2020
AM02 DRAWINGS.pdf	PDF	Jun 15, 2020
AM02.pdf	PDF	Jun 15, 2020
AM01.pdf	PDF	Jun 4, 2020
VOL5.PDF	PDF	May 6, 2020
VOL6.PDF	PDF	May 6, 2020
VOL4.PDF	PDF	May 6, 2020
EM 385-1-1.pdf	PDF	May 6, 2020
VOL 1 RTA DRAWINGS.pdf	PDF	May 6, 2020
VOL 2 RTA DRAWINGS.pdf	PDF	May 6, 2020
VOL2.PDF	PDF	May 6, 2020
VOL1.PDF	PDF	May 6, 2020
VOL3.PDF	PDF	May 6, 2020

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1 2 3 4 5

US Army Corps of Engineers ®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

FY20 AIRCRAFT MAINTENANCE HANGAR

APRIL 2020

SOTO CANO AIR BASE, HONDURAS

MOBILE DISTRICR PROJECT CODE: M017EU45

SOLICITATION NUMBER : W9127820R0012

AMENDMENT NO. 0001

9 10 11 12 13 15 16 1714

6731 559 7877 7877 7878 7877 78786731

S-

/1 S-113

EQ EQ EQ

W 14X132 W

X10

9 W 14X68

W 14X109 W

X13

X10

C J

CJCJ

CJ CJCJ

CJ CJ

C J

S-301

Sim

S-301

Sim

S-301

Sim

S-301

Sim

S-302

Sim

S-303

Sim

BRACED BAY BRACED BAY

2725 2725 2755 2755

2484 2406 2655 2655

3418 6157

C J

S-301

Sim

S-301

Sim

S-501

Sim

S-313

150X150 CURB 24

S-301

Sim

CONC. STOOP

4439 7700 10960 3480 2100 8530

10200

S-304

RE-ENTRANT BARS, SEE

DETAILS ON S-501, TYP.

WORK STATION,

COORDINATE WITH

MECHANICAL DRAINGS,

TYP.

WORK STATION,

COORDINATE WITH

MECHANICAL DRAINGS,

TYP.

S-304

Sim

S-304

Sim

S-304

Sim

THICKENED SLAB

EQUIPMENT PAD,

COOR. W/ MECH. DRAWINGS

EQUIPMENT PAD,

COOR. W/ MECH. DRAWINGS

RETAINING WALL COORDINATE WITH

CIVIL SITE PLANS FOR LOCATION,

LAYOUT, AND ELEVATIONS

S-517

RECESSED FLOOR MAT,

SEE ARCH, TYP.

PLAN NORTH

KEY PLAN

D E F A B C

NOTE:

ALL REENTRANT CORNER BARS

NOT SHOWN FOR CLARITY

CMU WALL REINFORCING NOTES:

300 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

200 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

1. AND AS ADDITIONALLY REQUIRED BY GENERAL NOTES ON S-002.

2. ALL CELLS BELOW FINISH FLOOR TO BE FULLY GROUTED.

3. ELEVATOR WALL REINFORCING - VERT. BARS #19 @ 300 O.C.,

FULLY GROUTED, BOND BEAMS PER GENERAL NOTES

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

S-110

C E

, J

-B M

O B

- - M

7E U

AMENDMENT 0001

O A

E, H O

N D

U R

M O

O O

1 : 100S-110

1 FIRST FLOOR SLAB PLAN AREA B

SCALE:

0 80004000

1 : 100

E N

- R

I S E

C O

M M

2 4 6 7 8 93 51

4470 5154 2516 7671 6731 6731 6731 6731 6731

/1 S-109

S-

3517 3517 3365 3365 3365 3365 3365 3365 3365 3365 3365

W 14X109

X68

X13

X10

X13 2 W

14X132

RE-ENTRANT BARS, SEE

DETAILS ON S-501, TYP.

C J C J

C J

C J C J

C J

C J C

C J

S-301

S-302

S-301

S-302

S-301

Sim

S-301

Sim

S-301

Sim

S-302

Sim

S-302

Sim

S-301

Sim

S-303

CONTROL / CONSTRUCTION JOINT,

SEE TYPICAL DETAILS

BRACED BAY BRACED BAY

S-301

EQ EQ EQ

C J

EQ EQ EQ

C J

EQ EQ

C J

S-304

3.3

S-303

Sim

S-501

Sim

S-501

Sim

W 14X132

W 14X90W

X90

X13

X15

X13

W 14X132

BRACED BAY

S-301

Sim

CONC. STOOP

6700 2075 9434

HANGAR DOOR RAIL

PER DOOR MANUFACTURER

S-305

S-501

Sim

RE-ENTRANT BARS, SEE

DETAILS ON S-501, TYP.

WORK STATION,

COORDINATE WITH

MECHANICAL DRAWINGS,

TYP.

S-304

200 CONCRETE

WALL, TYP.

TRENCH DRAIN, COORDINATE

WITH ARCHITECTURAL AND

MECHANICAL DRAWINGS, TYP.

EQUIPMENT PAD,

COOR. W/ MECH. DRAWINGS

RECESSED FLOOR MAT,

SEE ARCH, TYP.

PLAN NORTH

KEY PLAN

D E F A B C

NOTE:

ALL REENTRANT CORNER BARS

NOT SHOWN FOR CLARITY

CMU WALL REINFORCING NOTES:

300 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

200 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

1. AND AS ADDITIONALLY REQUIRED BY GENERAL NOTES ON S-002.

2. ALL CELLS BELOW FINISH FLOOR TO BE FULLY GROUTED.

3. ELEVATOR WALL REINFORCING - VERT. BARS #19 @ 300 O.C.,

FULLY GROUTED, BOND BEAMS PER GENERAL NOTES

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

S-112

C E

, J

-B M

O B

- - M

7E U

AMENDMENT 0001

O A

E, H O

N D

U R

M O

O O

1 : 100S-112

1 FIRST FLOOR SLAB PLAN AREA D

SCALE:

0 80004000

1 : 100

E N

- R

I S E

C O

M M

17 19 2018 23

242221

/1 S-111

S-

3938 3938 3939 3939 4065 4065

3233 3233 3261 3206 3233 3233

EQ EQ

EQEQ EQ

2984 1907 2010

X10

X13

X13 2 W 14X68

W 14X132

X13

X17

W 14X109

C J

CJ CJ

C J

EQ EQ EQ EQ EQ

7877 7878 7877

19797 7200 6900

F.O. WALL

. W

S-301

Sim

S-301

Sim

S-302

Sim

S-301

Sim

S-303

Sim

S-303

Sim

S-303

Sim

THICKENED

SLAB

CONTROL / CONSTRUCTION JOINT,

SEE TYPICAL DETAILS

BRACED BAY

2600 EQ EQ

C J

RECESSED SLAB, COORDINATE

SIZE AND LOCATION WITH THE

ARCHITECTURAL DRAWINGS,

TYP.

S-301

Sim

S-501

Sim

S-301

Sim

S-301

Sim

S-301

Sim

S-301

Sim

S-301

Sim

S-401

HSS12X12X3/8

S-304

Sim

S-301

Sim

CONC. STOOP CONC. STOOP

CONC. STOOP

. W

S-314

19400

3238HSS4X

4X 1/4

HSS4X

1/4

HSS4X4X1/4

F.O. WALL

RE-ENTRANT BARS, SEE

DETAILS ON S-501, TYP.

WALKOFF MAT,

SEE ARCH.

S-303

WORK STATION,

COORDINATE WITH

MECHANICAL DRAINGS,

TYP.

S-304

Sim

TRENCH DRAIN, COORDINATE

WITH ARCHITECTURAL AND

MECHANICAL DRAWINGS, TYP.

HANGAR DOOR RAIL

PER DOOR MANUFACTURER

EQUIPMENT PAD,

COOR. W/ MECH.

DRAWINGS

RECESSED FLOOR MAT,

SEE ARCH, TYP.

PLAN NORTH

KEY PLAN

D E F A B C

CMU WALL REINFORCING NOTES:

300 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

200 CMU WALL - VERTICAL BARS - #19 @ 600 O.C.

HORIZONTAL BOND BEAM - (2) #16 BARS @ 1000 O.C. (MAX.)

1. AND AS ADDITIONALLY REQUIRED BY GENERAL NOTES ON S-002.

2. ALL CELLS BELOW FINISH FLOOR TO BE FULLY GROUTED.

3. ELEVATOR WALL REINFORCING - VERT. BARS #19 @ 300 O.C.,

FULLY GROUTED, BOND BEAMS PER GENERAL NOTES

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

S-114

C E

, J

-B M

O B

- - M

7E U

AMENDMENT 0001

O A

E, H O

N D

U R

M O

O O

1 : 100S-114

1 FIRST FLOOR SLAB PLAN AREA F

SCALE:

0 80004000

1 : 100

E N

- R

I S E

C O

M M

4 6 7 8 93

. S

9425 9584

18K9

18K918K9

18K9

G E

18K9

18K9 18K9

18K9

G E

JOIST BEARING ELEV. = 6288

JOIST BEARING ELEV. = 5600

9625 10187 6731 6731 6731 6731 6731

75 27

C H

JOISTS @ 27 EQ. SPACES = 31499

9275 9434

S-

SLOPE

EQ EQ EQ

S-308

Sim

S-308

Sim

S-309

S-308

Sim

S-308

Sim

18K9

CONCRETE SLAB

BELOW

S-401

. S

HSS4X4X1/4 @ 900 O.C.,

TYP.

HSS4X4X1/4 @ 900 O.C.,

TYP.

S-308

W18X35

18K9

18K918K9

18K9

18K9 18K9

EDGE

OF ROOF

SEE

ARCH.

W8X10

S-311

A S-311

SEE

ARCH.

PLAN NORTH

KEY PLAN

D E F A B C

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

S-119

C E

, J

-B M

O B

- - M

7E U

AMENDMENT 0001

O A

E, H O

N D

U R

M O

R O

O F

1 : 100S-119

1 LOW ROOF FRAMING PLAN AREA A AND D

SCALE:

0 80004000

1 : 100

E N

- R

I S E

C O

M M

19 2018

JOISTS @ 34 EQ. SPACES = 40424

K7 W

7878 7877

19797

7200 6900

JOISTS @ 6 EQ. SPACES = 6900

SEE

ARCH.

JOISTS @ 17 EQ. SPACES = 19550

SEE

ARCH.

JOIST BEARING ELEV. = 9808

JOIST BEARING/T.O. WALL ELEV. = 7800

JOIST BEARING ELEV. = 10418

UPPER JOIST BEARING ELEV. = 12171 / LOWER JOIST BEARING ELEV. = 10405

K7 16

K7 16 K7

W14X30(2) TRUSS A1

S-308

Sim

S-308

Sim

S-308

Sim

S-308

Sim

LOWER ROOF

S-308

Sim

S-308

Sim

JOIST BEARING ELEV. = 7717

JOIST BEARING ELEV. = 8892

UPPER JST BRG EL. = 12171

LOWER JST BRG EL. = 10405

JOIST BEARING ELEV. = 10417

JOIST BEARING ELEV. = 9908

S-308

Sim

S-308

Sim

S-308

Sim

S-308

Sim

S-309

S-

ELEVATOR HOIST BEAM,

COORDINATE WITH

ELEVATOR

MANUFACTURER

52G17N12F68 S-310

S-310

SPAN

CL. TO CL.

K918

S-124

MECH UNIT,

1.4 kN (315 LBS)

SEE 98/S-515, TYP.

MECH UNIT,

1.4 kN (315 LBS), SEE 98/S-515, TYP.

MECH UNIT,

1.4 kN (315 LBS), SEE 97/S-515, TYP.

ROOF ACCESS

PER 95/S-514

MECH. UNIT (BELOW OVERHANG)

W/ SUPPORT FRAMING PER

DETAIL ON S-311, 0.7 kN (150 LBS) EACH

1093 1093 1093 1285 JOISTS @ 13 EQ. SPACES = 14835

JOISTS @ 17 EQ. SPACES = 19400

SEE

ARCH.

SEE

ARCH.

STEEL CATWALK AND SUPPORT FRAMING,

SUSPEND FROM ROOF STRUCTURE TO

ACCESS ROOF AND MECH. EQUIPMENT.

COORDINATE FINAL LOCATIONS AND

HEIGHT W/ MECH. AND ARCH.

SEE S-516 FOR DETAILS

S-311

Sim

S-402

Sim

S-402

Sim

S-207

PLAN NORTH

KEY PLAN

D E F A B C

S-309

C8X13.7

C 8X

C8X13.7

HSS4X4X1/4

372 678 850 500

PL16x150 WIDE x CONT. W/ 19Øx200

HEADED STUDS @ 250 O.C., TYP.

SEE

ARCH.

S-310

4X 4X

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

S-124

C E

, J

-B M

O B

- - M

7E U

AMENDMENT 0001

O A

E, H O

N D

U R

M O

R M

O O

G P

C A

N D

1 : 100S-124

1 INTERMEDIATE ROOF FRAMING PLAN PART C

SCALE:

0 80004000

1 : 100

E N

- R

I S E

C O

M M

1 : 50S-124

2 ELEVATOR ROOF FRAMING PLAN

2 4 6 7 8 9 10 11 12 13 15

17 19 205 14 18

3.3

/1 S-130 /1 S-131 /1 S-132

TRUSSTRUSS TRUSS

NOTES:

1. REFER TO GENERAL NOTES

2. REFER TO X/S-5XX AND X/S-5XX FOR REINFORCING

REQUIREMENTS AT ALL DECK PENETRATIONS AS WELL AS

AT ALL MECHANICAL UNITS NOT ALL UNITS OR

PENETRATIONS HAVE BEEN SHOWN CONTRACTOR TO

REFERENCE ARCH, MECH, PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL PENETRATIONS AND UNITS.

3. LEDGER ANGLES ARE REQUIRED WHERE METAL

DECKING INTERFACES WITH CMU WALLS. REQUIREMENTS

PER PLAN.

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

S-129

C E

, J

-B M

O B

- - M

7E U

AMENDMENT 0001

O A

E, H O

N D

U R

M O

R O

O F

N C

O M

1 : 250S-129

1 HANGAR ROOF FRAMING PLAN COMPOSITE

E N

- R

I S E

C O

M M

2 4 6 7 8 95

R O

O F

T1 S

/S -2

R O

O F

T1 S

/S -2

R O

O F

T1 S

/S -2

R O

O F

T1 S

/S -2

R O

O F

T1 S

/S -2

ROOF TRUSS RT3 SEE 2/S-202

15342 6731 6731 6731 6731 6731

3.3

W10X33

16811

W10X33

16689

W10X33

16689

W10X33

16689

W10X33

16689

W10X33

16689

W10X33

16629

W10X33

16629

W10X33

16629

W10X33

16629

W10X33

16629

W12X53

16569

W12X53

16569

W12X53

16570

W12X53 16570

W12X53

16570

W10X33

16505

W10X33

16505

W10X33

16505

W10X33

16505

W12X53

16439

W12X53

16439

W12X53

16439

W12X53 16439W12X53

16439

W10X33

16374

W10X33

16374

W10X33

16374

W10X33

16374

W10X33

16374

W12X53

16309

W12X53

16309

W12X53

16309

W12X53 16309W12X53

16309

W10X33

16247

W10X33

16247

W10X33

16247

W10X33

16186

W10X33

16186

W10X33

16186

W10X33

16186

W10X33

16186

W12X53

16123

W12X53

16123

W12X53

16123

W12X53

16124

W12X53

16124

W10X33

16068

W10X33

16068

W10X33

16068

W10X33

16068

W10X33

16068

W10X33

16013

W10X33

16013

W10X33

16013

W10X33

16013

W10X33

16012

W12X87

15956

W12X53

15956

W12X53

15956

W12X87

15956

W12X53

15956

W14X61

16811

W14X61

16749

W10X33

16811

W10X33

16811

W10X33

16811

W10X33

16811

W14X61

16749

W14X61

16811

W10X33

W 8X

10W 8X

W 8X

10W 8X

W 8X

10 16

ROOF TRUSS RT3 SEE 2/S-202

W10X33

16247

TYP.

S-507

Sim

S-507

Sim

S-309

S-509

2L5X5X1/2

2L5X5X1/2 2L5X5X1/2

2L5X5X1/2

2L5X5X1/2 2L5X5X1/2

2L5X5X1/2

2L5X5X1/2 2L5X5X1/2

2L5X5X1/2

S-509

Sim

PLAN NORTH

KEY PLAN

D E F A B C

TOP OF STEEL NOTE:

1. ELEVATIONS SHOWN ARE TOP OF STEEL IN

REFERENCE TO A FINISHED FLOOR ELEVATION OF 0.

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

S-130

C E

, J

-B M

O B

- - M

7E U

AMENDMENT 0001

O A

E, H O

N D

U R

M O

O O

G P

1 : 100S-130

1 HANGAR ROOF FRAMING PLAN - AREA D

SCALE:

0 80004000

1 : 100

E N

- R

I S E

C O

M M

NOTE

REFERENCE STRUCTURAL GENERAL NOTE, DESIGN CRITERIA,

ABBREVIATIONS, AND LEGEND PER S-001 AND S-002 AND S-126.

9 10 11 12 13 15 16 1714

R O

O F

T1 S

/S -2

R O

O F

T1 S

/S -2

R O

O F

T2 S

/S -2

R O

O F

T2 S

/S -2

R O

O F

T2 S

/S -2

R O

O F

T2 S

/S -2

R O

O F

T2 S

/S -2

ROOF TRUSS RT3 SEE 2/S-202

6731 6731 559 7877 7877 7878 7877 7878

ROOF TRUSS RT4 SEE 2/S-203

W14X109

W10X33

15870

W12X87

15209

W12X53

15209

W12X87

15209

W12X53

15209

W10X33

16689

W10X33

16689

W10X33

16629

W10X33

16629

W12X53

16570W12X53 16570

W10X33

16505

W10X33

16505

W12X53

16439W12X53 16439

W10X33

16374

W10X33

16374

W12X53

16309W10X33 16309

W10X33

16247

W10X33

16186

W10X33

16185

W12X53

16123

W10X33

16123

W10X33

16068

W10X33

16068

W10X33

16013

W10X33

16013

W12X53

15956

W12X53

15956

W10X33

16811

W10X33

16811

W12X65

15897

W12X65

15897

W12X65

15897

W12X65

15897

W12X53

15395

W12X53

15395

W12X53

15395

W12X53

15395

W12X53

15526

W12X53

15526

W12X53

15526

W12X53

15526

W12X53

15655

W12X53

15655

W12X53

15655

W12X53

15655

W10X33

15272

W10X33

15272

W10X33

15272

W10X33

15272

W10X33

15334

W10X33

15334

W10X33

15334

W10X33

15334

W10X33

15460

W10X33

15460

W10X33

15460

W10X33

15460

W10X33

15591

W10X33

15591

W10X33

15591

W10X33

15591

W10X33

15716

W10X33

15716

W10X33

15716

W10X33

15716

W10X33

15775

W10X33

15775

W10X33

15775

W10X33

15775

W 8X

10 W 8X

W 8X

W12X53

15209

W12X65

15897

W12X53

15395

W12X53

15526

W12X53

15655

W10X33

15272

W10X33

15334

W10X33

15460

W10X33

15591

W10X33

15716

W10X33

15775

W 8X

S-507

EQ EQ

S-507

Sim

S-507

Sim

S-509

S-309

2L5X5X1/2

S-509

2L5X5X1/2 2L5X5X1/2

2L5X5X1/2

2L5X5X1/2 2L5X5X1/2

2L5X5X1/2

PLAN NORTH

KEY PLAN

D E F A B C

TOP OF STEEL NOTE:

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

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2 3 4 5 6 7 8 9 10

C R

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S-131

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1 : 100S-131

1 HANGAR ROOF FRAMING PLAN - AREA E

SCALE:

0 80004000

1 : 100

E N

- R

I S E

C O

M M

NOTE

REFERENCE STRUCTURAL GENERAL NOTE, DESIGN CRITERIA,

PLAN NORTH

KEY PLAN

D E F A B C

17 19 2018

R O

O F

T2 S

/S -2

R O

O F

T2 S

/S -2

R O

O F

T2 S

/S -2

ROOF TRUSS RT4 SEE 2/S-203

7877 7878 7877

15209

W12X53

15209

W12X87

15209

W12X53

15209

W12X65

15897

W12X65

15897

W12X65

15897

W12X53

15395

W12X53

15395

W12X53

15395

W12X53

15526

W12X53

15526

W12X53

15526

W12X53

15655

W12X53

15655

W12X53

15655

W10X33

15272

W10X33

15272

W10X33

15272

W10X33

15334

W10X33

15334

W10X33

15334

W10X33

15460

W10X33

15460

W10X33

15460

W10X33

15591

W10X33

15591

W10X33

15591

W10X33

15716

W10X33

15716

W10X33

15716

W10X33

15775

W10X33

15775

W10X33

15775

W 8X

10 W 8X

W 8X

EQ EQ

S-507

Sim

S-507

Sim

2L5X5X1/2

S-509

Sim

TOP OF STEEL NOTE:

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

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2 3 4 5 6 7 8 9 10

C R

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SCALE:

0 80004000

1 : 100

1 : 100S-132

1 HANGAR ROOF FRAMING PLAN - AREA F

E N

- R

I S E

C O

M M

NOTE

REFERENCE STRUCTURAL GENERAL NOTE, DESIGN CRITERIA,

S-309

WT9X48.5

S-207

T.O. INTER. TRUSS

12171

S-207

19797

WT9X48.5

2L4X4X3/8 2L 4X

4X 3/8

2L4X4X3/8 2L 4X

4X 3/8

2L3X3X1/4 2L 3X

3X 1/4

2L3X3X1/4 2L 3X

3X 1/4

2L3X3X1/4 2L 3X

3X 1/4

2L3X3X1/4 2L 3X

3X 1/4

2L3X3X1/4 2L 3X

3X 1/4

2L4X4X3/8 2L 4X

4X 3/8

2L4X4X3/8

2L 4X

4X 3/8

2L 4X

4X 3/8

2L4X4X3/82L 4X

4X 3/8

2L4X4X3/82L 3X

3X 1/4

2L3X3X1/42L 3X

3X 1/4

2L3X3X1/42L 3X

3X 1/4

2L3X3X1/42L 3X

3X 1/4

2L3X3X1/42L 3X

3X 1/4

2L3X3X1/42L 4X

4X 3/8

2L4X4X3/82L 4X

4X 3/82L4X4X3/8

NOTE:

- ALL VERTICAL TRUSS FRAMING ON THIS ELEVATION IS 2L3X3X1/4.

- ULTIMATE (LRFD) DESIGN FORCES ARE SHOWN ON TRUSS WEB MEMBERS FOR DELEGATED DESIGN

OF CONNECTIONS. FORCE UNITS ARE KILONEWTONS (kN). (+) TENSION; (-) COMPRESSION

SEE NOTE, THIS SHEET

SEE NOTE, THIS SHEETTRUSS A1

TRUSS A1

STEEL JOIST,

SEE PLAN, TYP.

STEEL JOIST,

SEE PLAN, TYP.

S-311

+348

+270

+180

+100

+20

-70 -150

-243

-313-31

-24

-15

-70 +2

-2

T.O. INTER. TRUSS

12171

10 CAP PLATE,

TYP.

STEEL COLUMN,

SEE PLAN, TYP.

TRUSS A-1,

SEE PLANS, TYP.

TYP.

13 THICK PLATE,

W/ (5) 25Ø A325 BOLTS,

TYP.

(2) 25Ø A325 BOLTS,

TYP.

45 45

13 THICK PLATE

CJP, GRIND

UNDER

ANGLES AND

PLATE

TRUSS A-1,

SEE PLANS, TYP.

13 THICK PLATE,

(2) 25Ø A325 BOLTS,

TYP.

13 THICK PLATE,

W/ (5) 25Ø A325 BOLTS,

TYP.

13 THICK PLATE

T.O. INTER. TRUSS

12171

10 CAP PLATE,

TYP.

STEEL COLUMN,

SEE PLAN, TYP.

TRUSS A-1,

SEE PLANS, TYP.

TYP.

PER SINGLE PLATE CONN.

SCHEDULE, TYP.

19Ø A325 BOLTS,

TYP.

53 40

19Ø A325 BOLTS,

TYP.

STEEL BEAM,

SEE PLAN, TYP.

STEEL BEAM,

SEE PLAN, TYP.

TYP.

TRUSS A-1,

SEE PLANS, TYP.

13 THICK PLATE,

(2) 25Ø A325 BOLTS,

TYP.

13 THICK PLATE,

W/ (5) 25Ø A325 BOLTS,

TYP.

13 THICK PLATE WP

13 THICK PLATE,

(2) 25Ø A325 BOLTS,

TYP.

13 THICK PLATE,

W/ (5) 25Ø A325 BOLTS,

TYP.

13 THICK PLATE

PER SINGLE PLATE CONN.

SCHEDULE, TYP.

T.O. INTER. TRUSS

12171

INTERMEDIATE BOND BEAM,

TYP.

SLOPED CAST-IN-PLACE

BOND BEAM

W14X30

W12X65

150 40

EMBED PLATE

DETAIL

(8) 16ØX200 WHS

SPACED AS SHOWN

13 THCK EMBED PLATE

PER SINGLE PLATE

CONNECTION SCHEDULE, TYP.

PER SINGLE PLATE

CONNECTION SCHEDULE, TYP. PER EMBED PLATE

DETAIL, THIS SHEET

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

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1 ROOF TRUSS A1 - ELEVATION

1 : 102 TRUSS CONNECTION DETAIL

1 : 103 TRUSS CONNECTION DETAIL

E N

- R

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C O

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1 : 104 SECTION

GJKQ

CH-47 PARAPET

17500

80128913625062508624

S-312

DWG.

SEE

ARCH.

DWGS.

SEE

ARCH.

E O

F G

E O

F G

HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4

S-312

Sim

S-312

Sim

4 6 7 8 9 10 11

CH-47 HANGAR

ROOF

16633

CH-47 PARAPET

17500

DWGS.

SEE

ARCH.

6731673167316731673167316731DWGS.

SEE

ARCH.

S-312

Sim

O F

E O

F G

HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4

S-312

Sim

S-312

Sim

TYP.

SEE ARCH.

HSS6X4X14,

TYP.

HSS6X4X14,

TYP.

S-312

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

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R S

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B Y:

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1 : 1002 GIRT ELEVATION GRID C

E N

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I S E

C O

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11 12 13 15 16 17 19 2014 18

CH-47 PARAPET

17500

UH-60 PARAPET

16400

DWGS.

SEE

ARCH.

78777878787778787877787878777877

S-312

Sim

S-312

Sim

HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4 S-312

Sim

S-312

Sim

HSS6X4X1/4,

TYP.

SEE ARCH.

HSS6X4X1/4,

TYP.

S-312

Sim

E G J K Q R

UH-60 PARAPET

16400

S-312

Sim

DWGS.

SEE

ARCH.

8913 6250 6250 8624 2979 DWGS.

SEE

ARCH.

E O

F G

S-312

Sim

HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4

S-312

Sim

MECH MEZZ

CH-47 PARAPET

17500

DWGS.

SEE

ARCH.

2979 DWGS.

SEE

ARCH.

E O

F G

HSS8X8X1/4

S-312

Sim

S-312

Sim

C E

WEST SIDE TOP

OF CMU

CH-47 PARAPET

17500

DWGS.

SEE

ARCH.

DWGS.

SEE

ARCH.

HSS8X8X1/4

S-312

Sim

2 4

WEST SIDE TOP

OF CMU

3.3

CH-47 PARAPET

17500

S-312

Sim

DWG.

SEE

ARCH.

76717671DWGS.

SEE.

ARCH.

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

HSS8X8X1/4 HSS8X8X1/4

HSS8X8X1/4HSS8X8X1/4

S-312

Sim

S-312

Sim

S-312

Sim

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

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C O

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R S

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1 : 1002 GIRT ELEVATION GRID 20

1 : 1003 GIRT ELEVATION GRID 2

1 : 1004 GIRT ELEVATION GRID 11

1 : 1005 FRAMING ELEVATION GRID R

E N

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I S E

C O

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SEE ARCH.

STEEL JOIST,

SEE PLAN, TYP.

STEEL TRUSS,

SEE PLAN, TYP.

6 BENT PLATE,

CONT, TYP.

STEEL JOIST,

SEE PLAN, TYP.

ROOF DECK,

SEE PLAN, TYP.

ROOF DECK,

SEE PLAN, TYP.

T.O. INTER. TRUSS

12171

JOIST BEARING ELEV.

SEE PLAN

BRACE PER

88/S-514

BRACE PER

88/S-514

5 100-300

6 THICK BENT PLATE

400 AS

@ EA.

JOIST TOP

CHORD

6 THICK BENT PLATE

6 THICK STIFFENER

PLATE @ 1200 O.C.,

TYP.

5 100-300

L4X3X1/4 LLV CONT.,

ALIGN FLUSH W/ WALL

PANEL, SEE ARCH.

5 100-300

TYP.

CL TRUSSES

RDA01 PER 92/S-514

UPPER STAIR

LANDING

ROOF DECK,

SEE PLAN, TYP.

CAST-IN-PLACE

BEAM

(2) #16 BARS CONT.,

TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

STEEL BEAM,

SEE PLAN, TYP.

STEEL JOIST,

SEE PLAN, TYP.

STEEL JOIST,

SEE PLAN, TYP.

ROOF DECK,

SEE PLAN, TYP.

L5X5X3/8 W/ 16Ø ANCHORS W/

150 MIN. EMBED @ 600 O.C., TYP.

STEEL BEAM,

SEE PLAN, TYP.

6 BENT PLATE,

CONT, TYP.

SEE ARCH.

HSS4X4X11/4 SHEAR

COLLECTOR BETWEEN

OUTRIGGERS, TYP.

CATWALK FOR ROOF ACCESS,

SEE ARCHITECTURAL DRAWINGS,

TYP.

ALL CMU BOND BEAMS NOT SHOWN,

REFER TO GENERAL NOTES FOR

REQUIREMENTS, TYP.

600 MIN CMU BOND BEAM,

HORIZONTAL ALONG STAIR

LANDINGS STEPPED ALONG

ROOF DECKING, TYP.

STEEL BEAM,

SEE PLAN, TYP.

CROSS BRACING,

SEE ELEVATIONS,

TYP.

BENT PLATE PER

49/S-308, TYP.

STEEL JOIST,

SEE PLAN, TYP.

ROOF DECK,

SEE PLAN, TYP.

600 MIN. CMU BOND BEAM

W/ (6) #16 CONT., TYP.

CAST-IN-PLACE

BEAM

(2) #16 BARS CONT.,

TYP.

TOP OF WALL ELEV. 14325

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

EMBED PLATE

PER 47/S-308

JOIST BEARING ELEV.

VARIES SEE PLAN

GIRT FRAMING

CONT. L4X4X3/8 W/ 16Ø X

150 MIN. EMBED @ 600 O.C.

ADHESIVE ANCHORS, TYP.

ROOF DECK AND

ATTACHMENT PER PLANS

AND NOTES, TYP.

STEEL JOIST,

SEE PLAN, TYP.

STEEL JOIST,

SEE PLAN, TYP.

ROOF DECK,

SEE PLAN, TYP.

SEE ARCH.

CAST-IN-PLACE

BEAM

(2) #16 BARS CONT.,

MIN., TYP.

400 MIN. CMU BOND BEAM

W/ (2) #16 CONT.,

TOP & BOTTOM, TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

JOIST BEARING ELEV.

VARIES SEE PLAN

BENT PLATE BEYOND PER S-514,

(SHEAR WALLS ONLY),TYP.

PL16X200 WIDE X 300 LONG

W/ (2) 16ØX150 WHS @ 200 O.C.

(NON-SHEAR WALS) OR

PL16X200 WIDE CONT.

W/ 16ØX150 WHS @ 200 O.C.

(SHEAR WALLS ONLY)

HSEE ARCH.

STEEL JOIST,

SEE PLAN, TYP.

STEEL BEAM,

SEE PLAN, TYP.

STEEL BEAM,

SEE PLAN, TYP.

T.O. INTER. TRUSS

12171

JOIST BEARING ELEV.

SEE PLAN

L4X3X1/4 LLV CONT.,

ALIGN FLUSH W/ WALL

PANEL, SEE ARCH.

5 100-300

TYP.WINDOW,

SEE ARCH.

HSS6X5X3/16 BETWEEN JOISTS,

STOP 35 CLR OF JOIST, TYP.

MC7x19.1 CONT., SHIM AS

REQUIRED TO SUPPORT WINDOW

5 100-300

7 THCK BENT

PLATE, CONT, TYP.

TYP.

5 100-300

TYP.

5 100-300

TYP.

REACTION @ B/2 +/- 25

PROVIDE FOR JOIST END

BRACE PER

88/S-514, TYP.

BOTH BM'S

200 MIN. CAST-

IN-PLACE BOND

BEAM

ELEVATOR HOIST BEAM,

COORDINATE WITH

ELEVATOR MANUFACTURER, TYP.

STEEL BEAM,

SEE PLAN, TYP.

ROOF DECK,

SEE PLAN, TYP.

SEE

ARCH.

SEE

ARCH.

600 MIN. CMU BOND BEAM

W/ (6) #16 CONT.,

TOP, MID., & BOTTOM, TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

STEEL BEAM,

SEE PLAN, TYP.

STEEL BEAM,

SEE PLAN, TYP.

CONT. 6 X 125 X 125 BENT PLATE,

CONT. THREE SPANS MINIMUM,

TYP.

(6) #16 BARS CONT.,

TYP.

JOIST BEARING ELEV.

VARIES SEE PLAN

L4X4X1/4 x 100 LONG, EACH SIDE, TYP.

TYP. 3

SIDES

TYP. 3

SIDES

JOIST BEARING ELEV.

SEE PLAN

STEEL BEAM,

SEE PLAN, TYP.

2L3X3X1/4 W/ (2)

19Ø A325 BOLTS, TYP.

3 SIDES TYP.

STEEL BEAM,

SEE PLAN, TYP.

11 12

CH-47 PARAPET

17500

COPE CHANNEL TO COLUMN, TYP.

191 193

STEEL COLUMN, SEE PLAN

C12X20.7

C12X20.7408040

L3X3X1/4 CENTERED ON

CHANNEL W/ SLOTTED HOLES

PARRALEL TO CHANNEL W/

19Ø A325 BOLTS, TYP.

TYP. 3

SIDES

US Army Corps of Engineers ®

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1 : 2059 SECTION

1 : 2056 SECTION

1 : 2060 SECTION

1 : 2061 SECTION 1 : 2062 SECTION

E N

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1 : 2057 SECTION

1 : 1058 SECTION

STEEL TRUSS,

SEE PLAN, TYP.

STEEL JOIST,

SEE PLAN, TYP.

ROOF DECK,

SEE PLAN, TYP.

JOIST BEARING ELEV.

VARIES SEE PLAN

BRACE PER

88/S-514

BRACE PER

88/S-514

5 100-300

6 THICK BENT PLATE

L4X3X1/4 LLV CONT.,

ALIGN FLUSH W/ WALL

PANEL, SEE ARCH.

MANUFACTURER

RECOMENDED MOUNTING

BRACKET

L2X2X1/8 , TYP.

STEEL TRUSS PER PLAN

CAST-IN-PLACE BEAM

(4) 3/4"Ø A325 BOLTS, W/

HORIZONTAL SHORT

SLOTTED HOLES A

S-311

STEEL BEAM, SEE PLAN,

TYP.

CMU WALL,

SEE PLAN, TYP.

METAL ROOF DECK,

TYP.

S-311

METAL ROOF DECK,

TYP.

CAST-IN-PLACE BEAM

(3) VERTICAL REINFORCED

CELLS TYPICAL BELOW ALL

BEAMS, TYP.

STEEL BEAM,

SEE PLAN, TYP.

400x400 CONCRETE COLUMN, TYP.

STEEL JOIST,

SEE PLAN, TYP.

43 T.O. STEEL

EL. = 6304

A B

13 THICK EMBED PLATE

W/ (2) 13ØX200 WHS

PROVIDE REINFORCING

AND GROUT PER TYP.

MASONRY DETAILS.

HOOK VERTICAL REINFORCMENT

IN TOP BOND BEAM

L5X5X5/16 X 230 LONG

W/ (3) A325 BOLTS, TYP.

3 SIDES TYP.

PER SINGLE PLATE

CONNECTION SCHEDULE, TYP.

SEE EMBED PLATE

DETAIL THIS SHEET

40 150 40

0 40

EMBED PLATE DETAIL

(6) 13ØX150 WHS

SPACED AS SHOWN

13 THCK PLATE

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

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1 : 1070

TYPICAL MECHICAL UNIT

MOUNTING DETAIL

1 : 2071 SECTION

1 : 20A SECTION

1 : 2072 SECTION

1 : 2073 SECTION

A S-312

WT7X41, TYP.

WT6X26.5, TYP.

TYP. 3 SIDES

10 PLATE, CENTERED

ON WT, TYP.

TYP.

HSS GIRT, TYP.HSS GIRT, TYP.

GRID

NOTE:

INVERT THIS CONNECTION DETAIL AT

GIRTS LOCATED AT THE TOP OF CMU

WALL.

H . D

W G

TYP. 3

SIDES

70 40

(4) 19Ø A325 BOLTS

IN 20X40 LONG

SLOTTED HOLES IN WT

GRID

HSS GIRT, SEE

ELEVATIONS, TYP.

HSS GIRT, SEE

ELEVATIONS, TYP.

STEEL COLUMN,

TYP.

WT6X26.5,

TYP.

L5X3X3/8 X 220 LONG, W/

(2) 19Ø A325 BOLTS, TYP.

TYP.

B S-312

NOTE:

INVERT THIS CONNECTION DETAIL AT GIRTS

LOCATED AT THE TOP OF CMU WALL.

WEST SIDE TOP

OF CMU

CH-47 PARAPET

17500

L4X4X1/4 X 150 LONG,

EACH SIDE, USE BENT PLATE

WHERE BEAM IS SLOPED, TYP.

0 0

3 SIDES

(2) 19Ø A325-N BOLTS, TYP.

HSS GIRT, SEE ELEVATION,

TYP.

SEE HSS GIRT

CONNECTION B, THIS SHEET

13 40 75

L3X3X1/4, EACH SIDE, W/

(4) 19Ø A325 BOLTS,

TYP.

SEE

ARCH DWGS.

C O

D C

M N

D C

M N

SEE HSS GIRT

CONNECTION B, THIS SHEET

HSS GIRT, SEE ELEVATION,

TYP.

SIMILAR TO HSS GIRT CONNECTION B,

THIS SHEET, INVERT CONNECTION

DETAIL TO CLEAR CMU BLOCK,

TYPICAL FOR HSS GIRTS AT TOP OF

CMU WALL THAT CANTILEVER PAST

THE COLUMN.

TYP. AT

INVERTED

CONNECTION

HSS GIRT,

TYP.

STEEL COLUMN,

TYP.

WT6X26.5,

TYP.

L5X3X3/8 X 220 LONG, W/

(2) 19Ø A325 BOLTS, TYP.

TYP.

TYP. 3

SIDES 25

L3X3X3/8 X 150 LONG,

W/ (2) 19Ø A325 BOLTS, TYP.

3 SIDES TYP.

7 THICK CAP PLATE, TYP.

10 THICK BENT PLATE X 150 LONG

1 2 5

3 SIDES

TYP.

L3X3X3/8 X 150 LONG, W/

(2) 19Ø A325 BOLTS, TYP.

3 SIDES TYP.

10 THICK PLATE X 150 LONG,

CENTERLINE OF HSS

265265

SEE HSS GIRT

CONNECTION B, THIS SHEET

SEE HSS GIRT

CONNECTION B, THIS SHEET

SEE

ARCH.

3 THICK SHIM,

AS REQ'D,TYP.

L3X3X3/8 W/ OVERSIZED HOLE

FOR 16Ø EXPANSION ANCHOR,

SPA. @ 300 O.C.

HSS GIRT,

SEE ELEVATIONS, TYP.

INTERIOR EXTERIOR

3 SIDES

TYP.

200 CMU WALL

H /2

MIN EMBED, 2/3 WALL THCKNESS

L3X3X1/4 X 3" CLIP ANGLE W/

(3) #12 TEK SCREWS W/ #5 POINT,

EACH LEG, TYP.

6X 4X

HSS8X8X1/4

US Army Corps of Engineers ®

SHEET ID

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1 : 2075 HSS GIRT CONNECTION A

1 : 20A HSS GIRT CONNECTION A

1 : 2076 HSS GIRT CONNECTION B

1 : 2074

HSS GIRT WIND BEAM

CONNECTION SECTION

1 : 20B HSS GIRT CONNECTION B

1 : 2077 DETAIL

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C O

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1 : 2078 DETAIL

1 : 2079 DETAIL

1 : 1080 TYP. CMU WALL SUPPORT @ DOOR POCKET

1 : 2081

TYP. TRANSLUCENT PANEL

JAMB DETAIL

BEAM NUMBER OF

ROWS OF BOLTS

W36 W33

W27 W30

W24 & W21 W18 W16

W14 & W12 W10 & W8 2

2L 3-1/2x3x3/8

13 ± 2 (1/2" ± 1/16")

NOTE 240

19Ø A325

BOLTS

NOTES:

1. USE 75 (3") OUTSTANDING LEGS FOR

FRAMING TO W10 & W8 COLUMN WEBS

AND FOR FRAMING TO COLUMN FLANGES

LESS THAN 200 (8") WIDE.

2. WHEN SUPPORTED BEAM WEB THICKNESS

IS LESS THAN 10 (0.381"), REDUCE FILLET WELD

SIZE BY 2 (1/16"). WHEN SUPPORTED BEAM WEB

THICKNESS EXCEEDS 19 (3/4"), INCREASE FILLET

WELD SIZE BY 2 (1/16").

"N" BOLTS @ 75

O.C. 19Ø A325 W/

STD WASHER PL

T.O.STEEL

T.O.PLATE =

NOTE: DO NOT COPE BEAM

10 SHEAR PLATE

USE AISC SHORT

HORIZONTAL

SLOTTED HOLES

BEAM SIZE

(SMALLER OF THE TWO)

W8, W10

"N" BOLTS

REQUIRED

W12, W14 3

W16, W18 4

BOLTED BEAM TO BEAM CONNECTION SCHEDULE

MIN SHEAR

PLATE

TYP.

SINGLE PLATE, 10

THICK, UNO.

SUPPORTED BEAM

PER PLAN

19Ø A325 BOLTS, MAX

NUMBER PERMITTED

BY BEAM DEPTH

NOTE 3

FACE OF SUPPORT (EMBED PL,

BEAM WEB OR FLANGE, COL

FLANGE)

NOTES:

1. FOR CONNECTIONS TO BE DESIGNED BY CONTRACTOR, PLATE SIZE, WELD, AND BOLT SIZE SHOWN

IN THIS DETAIL SHALL BE THE MINIMUM ACCEPTABLE.

2. PROVIDE STANDARD BOLT HOLES UNLESS OTHERWISE NOTED. PROVIDE SHORT HORIZONTAL

SLOTTED HOLES WHEN CONNECTING CAMBERED MEMBERS.

3. WHEN SUPPORTING PLATE OR FLANGE THICKNESS IS LESS THAN 13 (1/2"), REDUCE FILLET WELD SIZE BY 2 (1/16"). WHEN SUPPORTING PLATE OR FLANGE THICKNESS EXCEEDS 19 (3/4"), INCREASE

FILLET WELD SIZE BY 2 (1/16").

3/4"Ø A325 BOLTS,

MAX NUMBER

PERMITTED BY

BEAM DEPTH

10 THICK PLATE, UNO

19Ø A325 BOLTS,

MAX NUMBER

PERMITTED BY BEAM

DEPTH

COPE BEAM AS REQUIRED

TO SUIT CONNECTION

NOTE 3

CONVENTIONAL CONNECTION EXTENDED CONNECTION

STABILIZER PLATE T&B

OF SINGLE PLATE.

THICKNESS TO MATCH

SINGLE PLATE

STABILIZER PLATES TO

BE WELDED TO COL

FLANGES WITH 7 MM

FILLET WELD, TYP, UNO.

10 THICK PLATE, UNO

SECTION THRU

SUPPORTED BEAM

#13 x 600, TYP.

BEAM PER PLAN

(2) #13 x "L"

EXCEPT USE

(1) #13 x"L"

(HAIRPIN)

WHERE T/WALL

AT T/BEAM

"L"

50 150 50

PLATE SIZE

PER SCHED.

BOLTED CONN

PER 32/S-504

WALL REINF NOT

SHOWN FOR CLARITY

HALF

STUD LENGTH PER PLAN

EDGE OF

CONC

WHERE

OCCURS

T/PLATE

T/STL

REINF, TYP.

HAIRPIN

REINF, TYP.

ELEVATION

ADDED REINF

AT BEAM

EMBED PLATE BOLTED BEAM CONNECTION SCHEDULE

BEAM

SIZE

PLATE SIZE

TxWxL (A36) REBAR L HAIRPIN L NUMBER OF

SPACES "N"

NUMBER OF WHS

ANCHORS REQUIRED

CONNECTION

CAPACITY (LRFD)

MIN WALL

THICKNESS

W8, W10 PL10x250x250 600 450 1 (4) 13Ø x 125 110 kN 200

180 kN

335 kN

470 kN

580 kN

W12, W14

W16, W18

W21, W24

W27, W30

PL13x250x400

PL13x250x550

PL16x250x700

PL16x250x850

(8) 16Ø x 150

(6) 13Ø x 125

(10) 16Ø x 150

(12) 19Ø x 200

UNITS: DIMENSIONS - MM; FORCE - kN

NOTES:

1. SCHEDULE TYPICAL FOR EMBED PLATE TO CONCRETE WALL OR CONCRETE BOND BEAM.

2. WHERE PLATE SIZE AND WELDED HEADED STUD REQUIREMENTS FOR EMBED PLATE TO GROUTED

CMU OR GROUTED CMU BOND BEAM IS NOT INDICATED IN SECTION, PROVIDE PLATE SIZE AND

QUANTITY AND SIZE OF WELDED HEADED STUDS AS INDICATED IN THIS SCHEDULE, FOR BEAM

SIZE SPECIFIED.

COMPOSITE BEAM LEGEND

W18X35 (20) 20

BEAM SIZE

NO. OF 19 DIA. X

86 (3 3/8") SHEAR STUDS @

(600 O.C. MAXIMUM SPACING)

AMOUNT

CAMBER

110 kN 110 kN

SERVICE COMBINATION BEAM

REACTION TO BE DETAILED BY

THE FABRICATORS SPECIALTY

ENGINEER. WHERE REACTION IS

NOT INDICATED ON PLANS,

PROVIDE 27 kN MINIMUM SERVICE

REACTION CONNECTION.

CL SUPPORT

REINF PER PLAN

CTRD OVER SUPPORT

WHS PER PLAN

CONC OVER METAL DECK

& REINF PER PLAN

SUPPORT MEMBERS

ORIENTED PERP TO METAL

DECK AS OCCURS PER PLAN

TYPICAL SINGLE ROW OF STUDS

0 TO

N F

SUPPORT MEMBER

PER PLAN

NOTES:

1. STUDS EQUALLY SPACED ABOUT MIDSPAN OF BEAM.

2. STUD WELDING SHALL BE DONE AFTER METAL DECK IS IN PLACE. PUDDLE WELD DECK AT 450 O.C. MAX TO SUPPORT MEMBERS.

3. STUD HEIGHT SHALL BE AS INDICATED ON COMPOSITE FLOOR LEGEND, BUT IN NO CASE LESS THAN DECK THICKNESS PLUS 40.

4. SPLIT METAL DECK AT STRUCTURAL SUPPORTS PARALLEL TO FLUTES WHERE CENTERLINE OF FLUTES WOULD NOT ALIGN WITH SUPPORT CENTERLINE.

100 MIN.

450 MAX. WHS EVENLY SPACED

150 MIN. EQUAL EQUAL

450 MAX.

150 MIN.

EQ EQ600 MAX.

100 MIN.

FOR BEAMS W/ STUDS DESIGNATED (X) ON PLAN

US Army Corps of Engineers ®

SHEET ID

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31 TYPICAL 2L SIMPLE BEAM CONNECTIONS

TYPICAL BOLTED END OF BEAM

TO END OF BEAM CONNECTION M

E N D

- R

I S

R C

O M

32 TYPICAL SINGLE PLATE CONNECTION SCHEDULE

TYPICAL EMBED PLATE

BOLTED BEAM CONNECTION

29 COMPOSITE FLOOR FRAMING LEGEND 30 TYPICAL COMPOSITE BEAM SHEAR STUD LAYOUT

TYP. 3 SIDES

13 THICK MIN. GUSSET

A36 PLATE, PROFILE

AS SHOWN

CONN. PER 82/S-512

2L 3-1/2X3-1/2X1/2, TYP.

2L BRACING

PER PLAN, TYP.(3) 19Ø MIN. A325

BOLTS

40 75 75 40

(3) 19Ø A325 BOLTS, TYP.

2 @

4 0

2L BRACE

PER PLAN, TYP.

19Ø MIN. A325 BOLTS

10 MIN. GUSSET

PLATE

2L CONNECTION, SEE S-505

2L BRACE

PER PLAN, TYP.

19 THICK PLATE MIN., TYP.

DOOR TRUSS BOTTOM

CHORD PER PLAN

19 MIN. THICK PLATE EACH SIDE

OF TRUSS CHORD W/ 27X75 LONG

SLOTTED HOLES FOR (4) 25Ø MIN. A325

BOLTS.

8 THICK MIN., PLATE WASHERS @ EACH BOLT

TYP.

A S-512

CONNECTION PER S-505

GRID

2L BRACING

PER PLAN

2L CONNECTION

PER 76/S-512, TYP.

THICK PLATE

2L CONNECTION

PER 76/S-512, TYP.

3 SIDES TYP.

BEAM PER PLAN

VERTICAL MEMBER

PER PLAN

CONNECTION PER 82/S-512

CONNECTION PER 76/S-512

SHEAR TAB

CONNECTION PER

81/S-512

BEAM PER ELEVATION

BEAM PER PLAN

CONNECTION PER

81/S-512

13 THICK A36 PLATE

W/ PROFILE A SHOWN

2L BRACE PER PLAN

BEAM PER PLAN5

3 SIDES

TYP.

2L CONNECTION

PER 76/S-512

B.O. DOOR

SUPPORT

DOOR TRUSS BOTTOM

CHORD PER PLANBEAM PER PLAN

COPE AS NEEDED

3 SIDES TYP.

40 50 13

10 THICK

A36 PLATE R

2L3X3X3/8, SEE 81/S-512

FLANGE NOT SHOWN

FOR CLARITY

COPE BEAM AS NEEDED

B.O. DOOR

SUPPORT

25Ø MIN. A325 BOLTS

19 THICK MIN.

TYP.

25Ø MIN. A325 BOLTS W/

27X75 LONG SLOTTED

HOLES IN GUSSET PLATE,

EACH SIDE

PLATE, 19 MIN. THICKNESS,

EACH SIDE

COL PER PLAN

US Army Corps of Engineers ®

SHEET ID

U .S

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1 : 1076 DETAIL

1 : 1077 DETAIL

1 : 1078 DETAIL

1 : 1079 DETAIL

1 : 1080 DETAIL

1 : 1081 SECTION

E N

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C O

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1 : 1082 DETAIL

1 : 10A SECTION

GRID

THIS SIDE ONLY

WHERE REQUIRED

BEAM PER PLAN

2L 3-1/2X3-1/2X1/2 W/

(4) 19⌀ A325 BOLTS, TYP.,

BOLT SPACING PER 84/S-513

13 THICK A36 GUSSET PLATE

W/ PROFILE AS SHOWN

W BRACE PER PLAN,

PROVIDE SAME CONN.

@ OPPOSITE END

3 SIDES TYP.

(4) 19⌀ A325 BOLTS, TYP.,

BOLT SPACING PER 84/S-513

2L 4X4X3/4 W/ 25⌀ A325 BOLTS,

BOLT QUANTITY AND SPACING

PER 31/S-504

3 SIDES

TYP.

2L 3-1/2X3-1/2X1/2 W/

(6) 19⌀ A325 BOLTS

2L 4X4X3/8 X 625 LONG,

EA. FLANGE

(4) 19⌀ A325 BOLTS EA.

ANGLE PER EA. FLANGE

40 TYP

4O TYP

TYP

3 SPA. @

10 THCK X 475 LONG

A36 PLATE, EA. SIDE OF WEB,

W/ (6) 19⌀ A325 BOLTS EA. END,

SHIM AS REQUIRED

13 TYP

13 M

IN, TYP

L 3-1/2X3-1/2X1/2 X 215 LONG,

W/ (2) 19⌀ A325 BOLTS TO COL,

FILLET WELD TO GUSSET PLATE40

BRACE PER PLAN

13 TYP

GRID

FLANGE NOT

SHOWN FOR

CLARITY

FLANGE NOT

SHOWN FOR

CLARITY

TRUSS BOTTTOM CHORD

13 MIN. THICK A36 GUSSET

PLATE W/ PROFILE AS SHOWN

2L BRACING PER PLAN

(4) 19Ø A325 BOLTS,

TYP.

2L 3-1/2X3-1/2X1/2 W/

(4) 19Ø A325 BOLTS, TYP.

(4) 19Ø A325 BOLTS,

TYP.

3 SIDES TYP.

CLR.

3 @

BEAM PER PLAN

A S-513

GRID

FLANGE NOT

SHOWN FOR

CLARITY

2L BRACING PER PLAN,

CONNECTION PER 84/S-513

BEAM PER PLAN

2L CONNECTION, SEE S-505

13 THICK A36 GUSSET PLATE,

CENTERLINE OF BEAM,

PROFILE AS SHOWN

BEAM PER PLAN

TYP. 3 SIDES

2L CONNECTION

PER 84/S-513

CONNECTION PER

BRACED FRAME

DETAILS

GRID

BEAM PER PLAN

2L BRACING PER PLAN

13 THICK A36 GUSSET PLATE

2L CONNECTION

PER 84/S-513

BEAM PER PLAN

TYP. 3

SIDES

CONNECTION

PER BRACED

FRAME DETAILS

GRID

2L 4X4X3/4 W/

(3) 25Ø A325 BOLTS

3 SIDES TYP.

US Army Corps of Engineers ®

SHEET ID

U .S

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1 : 1083 DETAIL

1 : 1084 DETAIL

1 : 1085 DETAIL

1 : 1086 DETAIL

E N

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1 : 10A SECTION

BL4

X1 /4

L4 X3

X1 /4

L4X3X1/4 LLH

SEE ARCH.

BAR JOIST

L4X3X1/4 LLH

ROOF JOIST AND DECK NOTES:

SEE GENERAL NOTES AND PLAND FOR REQUIREMENTS..

C.L. OF CONCENTRATED LOAD

HANGING (OVER 100# BUT NOT

TO EXCEED 300#) MAX OF 2

LOADS PER JOIST

C.L. OF PANEL POINT TYP. C.L. OF CONCENTRATED LOAD

HANGING (OVER 100# BUT NOT

TO EXCEED 300#) MAX OF 2

LOADS PER JOIST

NOTE: ONLY 2 LOADS TOTAL

MAY BE APPLIED PER JOIST

JOIST, SEE PLAN

TYP.

5 25

2 ANGLES, 40X40X5

TEE MADE WITH 10 PLATE

ATTACH STEEL DECK

TO TEE PER PLAN 125

5 100-300

STAGGERED

TRUSS TOP CHORD

NOTE: INCREASE TEE FLANGE WIDTH

BASED ON MIN. STEEL DECK BEARING

REQUIREMENTS

C H

T D

MATCH ROOF SLOPE

5 100-300

6 THICK BENT

PLATE, TERMINATE

90 FROM JOIST CL,

TYP.

DECK ATTACHMENT PER

PLAN AND GENERAL NOTES

13 MAX.

ROOF OR FLOOR

DECK PER PLAN

STEEL BEAM,

SEE PLAN, TYP.

(EDGE OF FLANGE

TO CONTACT)

L2 1/2"X2 1/2"X3/16" BRACE

@ 2000 O.C. MAX, UNO

1 MIN.

2 MAX.

PARRALEL DECK

CONNECTION PER PLAN.

L4X4X1/4 BETWEEN JOISTS, LOCATE AT

LOW FLUTE IN DECK. COPE HORIZ. LEG

AT JOIST AND WELD VERT. LEG TO

JOIST W/ 5 FILLET WELD X 50 EACH SIDE

10 THICK

STIFFENER

PLATE

SEE ALTERNATE

CONNECTION, THIS

SHEET

ALTERNATE CONNECTION

ROOF OR FLOOR

DECK PER PLAN

STEEL BEAM,

SEE PLAN, TYP.

L2 1/2"X2 1/2"X3/16" BRACE

@ 2000 O.C. MAX, UNO

MIN.

BEAM OR JOIST PER PLAN

PL100X100X7

SEE ALTERNATE

CONNECTION, THIS

SHEET

SEE MECHANICAL DRAWINGS

FOR EQUIPMENT

(MAX WT 270KG)

HANGER RODS

BY MANUFACTURER

C6X8.2 U.N.O.

SEE CHANNEL TO JOIST TOP

CHORD DETAIL THIS SHEET

STEEL JOIST,

SEE PLAN, TYP.

C6X8.2 U.N.O.

L2X2X1/4 BETWEEN TOP

AND BOTTOM CHORD

JOIST OR BEAM,

SEE PLANS

3 SIDES

`L4X6X1/4 (LLV) X 150 LONG

(USE L4X8X1/4 (LLV) AT C8

4 TYP. TOP AND

BOTTOM

US Army Corps of Engineers ®

SHEET ID

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A DETAIL B DETAIL

1 : 1294 JOIST REINFORCEMENT DETAIL

93 STRUCTURAL TEE TO TOP CHORD

E N

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C O

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92 ROOF DECK ATTACHMENT 01 (RDA01)

TYP BEAM FLANGE BRACE

(BM PERPENDICULAR TO JOIST) 89

TYP BEAM FLANGE BRACE

(BM PARALLEL TO JOIST)

1 : 2091

TYPICAL UNDERHUNG

MECHANICAL/ELECTRICAL EQUIPMENT

1 : 1090

CHANNEL TO JOIST

TOP CHORD DETAIL

A-301

A-304

MECH ROOM

M102

BENCH STOCK

C O

R R

WOMEN

AMCOM

ACN

NVG

SHOP

SPECIAL TOOLS

AVIONICS

REPAIR

COMSEC

STORAGE

BREAK

ROOM

COM

E105

ELECT

E104

QC/QA

RECYCLE

AVN CREW

HVY HEL

CREW

MNT OFF

MEDEVAC

CREW

132 MNT OFF

MNT OFF

HAZMAT

OFF

MEN

ELEV EQPT

M103

LOBBY

L101

C H

E B

CORR

C102

CORR

C102A

M102

126A

101A

129A

129B

C103B

C103A

C104A

19 20 21 22 23 24

TRENCH DRAIN

MATCH LINE C

C H

E B

MATCH LINE C

C102B

131JANT

A-304

119B

A A

H H

D G

H G

G G

GB1

B1 B1

A-401

A-501

A-404

MECH

M105

MECH

M104

M103

A-310

A-305

W1 W1 W1 W1 W1

A-306

A-405

A-406

A-405

A-314

A-310

A-313

L101

A-305

W1W1W1W1 W1 W1

CORR

C103

WORKBENCH

A-406

ELEV

A-605

3A A-521

PLAN NORTH

KEY PLAN

D E F

A B C

X WALL TYPE SEE SHEET A-607

SYMBOLS LEGEND

TRANSLUCENT WALL PANEL TYPE

SEE SHEET A-608

ROOM NUMBER SEE

INTERIOR DESIGN

DRAWINGS SERIES I-600

FOR FINISH SCHEDULE

DOOR NUMBER SEE

DOOR SCHEDULE

SHEETS A- 601 AND A-602##

LOUVER TYPE SEE SHEET A-608L#

CJ CONTROL JOINT

WINDOW TYPE SEE SHEET A-608W#

US Army Corps of Engineers ®

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1 : 100A-104

1 FIRST FLOOR PLAN PART C& F

SCALE:

0 80004000

1 : 100

E N

R W

E F

STANDING SEAM MTL ROOF PANEL SYSTEM

UNDERLAYMENT OVER GLASS

MATT GYP PROTECTION BOARD

RIGID INSULATION ON

MTL ROOF DECK

CONT. WEEP SCREED

FLUID APPLIED MEMBRANE

ON 300MM CMU STRIKE

MORTOR JOINTS FLUSH

MTL FASCIA

MTL SOFFIT PANEL SYSTEM

SPRAY FOAM INSULATION

AIR AND VAPOR BARRIER SEAL

BETWEEN TOP OF WALL

AND ROOF DECK

TOP OF CMU

CONT. SPRAY POLYURETHANE

AIR AND VAPOR BARRIER SEAL

BETWEEN TOP OF WALL

AND ROOF DECK

25MM STUCCO SOFFIT ON

SUSPENDED MTL SOFFIT FRAME

THREE COAT STUCCO SYSTEM ON

SELF FURRING LATH

PURLITE FILL R-7

THREE COAT STUCCO SYSTEM

ON SELF FURRING LATH

FLUID APPLIED MEMBRANE

ON 300MM CMU STRIKE

MORTOR JOINTS FLUSH

CONT. METAL HAT

CHANNELS, TYP.

GYP BD FINISH

STEEL JOIST, SEE

STRUCT. DWGS., TYP

STOREFRONT SYSTEM

CONT BEAD SEALANT,

EA. SIDE, TYP.

GYP BD ON

METAL FURRING,

CLOSED CELL SPAY FOAM R-15,

FIN AS SCHED, TYP.

MECH DUCT,

SEE MECH. DWGS.

CONT. VENTED REVEAL,

EA. SIDE, TYP.

CMU WALL, SEE

STRUCT. DWGS., TYP.

CMU WALL, SEE

STRUCT. DWGS., TYP.

BOTTOM OF CMU

7,700

9,900

TOP OF CMU

10,500

3,052FA

E/ C

M U

E/ C

M U

1,000 91

STANDING SEAM MTL

ROOF PANEL SYSTEM

UNDERLAYMENT 0VER GLASS

MATT GYP PROTECTION BOARD

RIGID INSULATION ON

MTL ROOF DECK

STEEL FRAMING, SEE

STRUCT. DWGS.

STEEL FRAMING, SEE

STRUCT. DWGS.

STANDING SEAM MTL

ROOF PANEL SYSTEM

UNDERLAYMENT OVER GLASS

MATT GYP PROTECTION BOARD

RIGID INSULATION ON

MTL ROOF DECK

CONT. PT BLOCKING AS REQ'D

A-511

CONT SHEET MTL TRIM

TO MATCH WDW FRAME

OVER SPRAY POLYURETHANE

1, CONT. SSMR PANEL CLOSURE

CONT. PT BLOCKING

AS REQ'D., TYP.

MTL SOFFIT PANEL

CONT METAL FASCIA

CLOSURE, PER

SSMR MANUFR.

CONT. SEALANT

W/BACKER ROD, TYP.

CONT. SSMR PANEL

CLOSURE

COL CL TO BENT PLATE

1,225

CONT. SEALANT

W/BACKER ROD, TYP.

INSUL METAL WALL PANEL

STRUCT STEEL TO

SUPPORT WDW

A-611

02_LEVEL_2ND

4,600

1,542

2,141

STANDING SEAM MTL

ROOF PANEL SYSTEM

UNDERLAYMENT 0VER GLASS

MATT GYP PROTECTION BOARD

RIGID INSULATION ON

MTL ROOF DECK

CONT. WEEP SCREED

FLUID APPLIED MEMBRANE

ON 200MM CMU STRIKE

MORTAR JOINTS FLUSH,

TYP

MTL FASCIA

MTL SOFFIT PANEL SYSTEM

CONT. SPRAY POLYURETHANE

AIR AND VAPOR BARRIER SEAL

BETWEEN TOP OF WALL

AND ROOF DECK

TOP OF CMU

THREE COAT STUCCO SYSTEM

ON SELF FURRING LATH, TYP.

7,700

STRUCT. CONC. SLAB,

SEE STRUCT. DWGS., TYP.

SPRAY FOAM INSULATION

AIR AND VAPOR BARRIER SEAL

BETWEEN TOP OF WALL

AND ROOF DECK

CONT. VENTED REVEAL,

EA. SIDE, TYP.

25MM STUCCO SOFFIT ON

SUSPENDED MTL SOFFIT FRAME

E/ C

M U

E/ C

M U

GYP WALL BD ON

METAL STUDS, TYP.

SILL PLATE

GYP WALL BD ON

METAL STUDS, TYP.

STEEL JOIST, SEE

STRUCT. DWGS., TYP

STRUCT. BEAM, SEE

STRUCT. DWGS.

PURLITE FILL R-7

2, FA

E/ C

M U

CONT. METAL PAN FLASHING,

PER WINDOW MANUFR., TYP.

CMU WALL, SEE

STRUCT. DWGS., TYP.

A-319

02_LEVEL_2ND

4,600

CONC FLOOR SLAB

THREE COAT STUCCO SYSTEM

ON SELF FURRING LATH

BASE AND FLOOR AS SCHED

FLUID APPLIED MEMBRANE

ON 200MM CMU STRIKE

MORTAR JOINTS FLUSH, TYP

CONT. WEEP SCREED

SHT MTL FLASHING WITH DRIP

LIGHT GAUGE FURRING OVER

STRUCT FRAME

LIGHT GAUGE FRAME @

400MM O.C.

25MM THREE COAT STUCCO SYSTEM

OVER LIGHT GAUGE FURRING

16MM GYP BD OVER 63MM FURRING

R-15 CLOSED CELL SPRAY FOAM

P.T. BLOCKING AS REQ'D

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

A-319

C E

, J

-B M

O B

T K

/D C

B . K

C H

7E U

AMENDMENT 0001

O A

E, H O

N D

U R

M O

R G

O N

1 : 25A-319

1 SECTION @ ENTRANCE LOBBY L101

1 : 25A-319

2 SECTION THROUGH CLERESTORY

1 : 25A-319

3 SECTION THROUGH SOFFIT

SCALE:

0 20001000

1 : 25

GRAPHIC SCALE:

E N

1 : 10A-319

4 OVERHANG DETAIL

G D

D N

SCALE:

0 800400

1 : 10

A-405

3,572 1,180 +/-

2, STAINLESS

STEEL

COUNTERTOP

A-405

1070 MM WIDE HEAVY

DUTY SWING GATE W/

SPRING LOADED HINGES

AND SST FINISH

FIXED CABINET,

BELOW

HALF WALL

A-405

STAINLESS

STEEL

COUNTERTOP

2,454

1, A-405

HALF WALL

1070MM WIDE HEAVY

DUTY SWING GATE

W/ SPRING LOADED

HINGES AND SST FINISH

FIXED CABINET BELOW

A-405

3,505

SOLID SURFACE

COUNTERTOP

CASED OPENING

FOR DIMEMSIONS, SEE A-122

COUNTER SHUTTER (CD1)

6" 1, 1,180 1,180 1,180

TYP

STAINLESS STEEL

COUNTERTOP

PLAM FINISH ON FIXED

SHELF AND ON VERTICAL

DIVIDERS

TOE KICK

1, LOW WALL

FIXED VERTICAL DIVIDERS

TYP

HEAVY DUTY

SWING GATE 1,

1,220 1,220

STAINLESS STEEL

COUNTERTOP

PLAM FINISH ON

FIXED SHELF AND ON

VERTICAL DIVIDERS

FIXED VERTICAL DIVIDERS

HALF WALL

TOE KICK

TYP

1,0671,0671,067

ADJ SHELF

PLAM FINISH

PLAM

FINISH

COUNTER SHUTTER (CD1),

SEE A-602 FOR DETAILS

DRAWER

PLAM FINISH

SOLID SURFACE

COUNTERTOP

STAINLESS STEEL

COUNTERTOP

TOE KICK

LOW WALL

PLAM FINISH

1,1801,1801,180

PLAM FINISH

FIN. FLR.

STAINLESS STEEL

COUNTERTOP

TOE KICK

PLAM FINISH

1,2201,220

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

C H

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

A-405

C E

, J

-B M

O B

T K

B . K

C H

7E U

AMENDMENT 0001

O A

E, H O

N D

U R

M O

1 : 25A-405

1 SPECIAL TOOLS RM 117

1 : 25A-405

4 BENCH STOCK RM 119

1 : 25A-405

7 FLIGHT OPS RM 207

1 : 25A-405

INT ELEV RM 1172

1 : 25A-405

INT EL RM 1195

1 : 25A-405

INT EL RM 2078

1 : 25A-405

INT ELEV RM 1173

1 : 25A-405

INT EL RM 1196 SCALE:

0 20001000

1 : 25

E N

G G

22 GAGE (0.80) STAINLESS STEEL

COUNTERTOP w/ SQ EDGE

FIXED SHELF w/ SQUARE EDGE

INSET PVC EDGE BANDING TYP

FIXED SIDE & BACK PANELS,

PLAM FINISH ALL EXPOSED

SIDES w/ SQUARE EDGE INSET

PVC EDGE BANDING TYP

FIXED SHELF w/ SQUARE EDGE

INSET PVC EDGE BANDING TYP

1, RESILIENT BASE AS SCHED.

89 762 64

6131,2191,2191,219

1, PLAM FINISH

A-406

1, STAINLESS STEEL

COUNTERTOP

PLAM FINISH ON FIXED

SHELF AND ON VERTICAL

DIVIDERS

FIXED VERTICAL DIVIDERS

HALF WALL

TOE KICK

TYP

457 1,219 1,219 1,219

A-406

4,279

SOLID SURFACE COUNTERTOP

A-406

915MM WIDE HEAVY DUTY

SWING GATE

W/ SPRING LOADED

HINGES AND SOLID

SURFACE FINISH

13MM SOLID SURFACE (SS)

COUNTERTOP (CNT TP) &

COVE BACKSPLASH

PLAM FACE (TYP)

EQUIPMENT BY OTHERS

DOOR & DRAWER

FRONTS w/ SQUARE

EDGE INSET PVC EDGE

BANDING TYP

ADJ SHELVING w/ SQUARE

EDGE INSET PVC EDGE

BANDING TYP

ADJ SHELVING w/ SQUARE EDGE

INSET PVC EDGE BANDING TYP

DRAWER

GYP BD FUR DOWN

2' - 0"

RESILIENT BASE AS

SCHED.

BLOCKING AS REQ'D TO

SUPPORT CABINET IN

ACCORDANCE WITH AWI

100MM WIRE DOOR &

DRAWER PULLS TYP.

REVEAL

38MM BUILT-UP FULL

ROUND FRONT EDGE

PLAM FINISH (TYP)

100MM WIRE PULL TYP

RECESSED MORTISED

FLUSH SHELF SUPPORTS

TYP

RECESSED MORTISED…

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File details come from the government source that posted it. Updated Jun 4, 2020.