AM03 DRAWINGS.pdf

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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. 0003

B40

B553

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PCC HANGAR APRON

TAXIWAY F-NE N10° 09' 55.42"W

TAXIWAY F-SE

TAXIWAY ECHO

1+000

1+020

1+040

1+044

N: 1589199.408

E: 433628.199

0+040

0+060

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N: 1589193.668

E: 433629.173

N: 1589201.649

E: 433672.741

N: 1589360.989

E: 433622.434

N: 1589212.589

E: 433649.006

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N10° 09' 54.36"W 150.760'

HANGAR

N: 1589315.079

E: 433636.205

N: 1589315.510

E: 433638.628

N: 1589305.305

E: 433640.461

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A1

CP504

TYP.

A6

CP504

A6

CP503

SEE CD SHEETS

FOR LAYOUT (TYP.)

A1

CP405

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US Army Corps of Engineers

SHEET ID

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PLAN NORTH

SCALE:

1 : 400

16m8m

NOTES:

1. SEE CT SHEETS FOR GEOMETRIC

LAYOUT.

2. SEE CU SHEETS FOR WATER AND

WASTEWATER UTILITIES.

3. SEE ES SHEETS FOR ELECTRICAL

PLANS

PAVING KEY NOTES:

PROPOSED HMA PARKING APRON

PROPOSED HMA APRON SHOULDER

PROPOSED PCC AIRCRAFT

PARKING PAD

PROPOSED PCC HANGAR

AIRCRAFT APRON

PROPOSED PCC SIDEWALK

PROPOSED GRAVITY WALL WITH

GUIDERAIL

PROPOSED HMA DRIVE

PROPOSED PCC STEPS

PROPOSED PCC RAMP

TIE FLUSH TO EXISTING

PROPOSED PCC EQUIPMENT PAD

CONCRETE FILLED STEEL BOLLARD

CONCRETE SLOPE PAVING

RETAINING WALL SEE STRUCTURAL

PLANS

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AMENDMENT NO. 0003

AutoCAD SHX Text H=13m

AutoCAD SHX Text

CONCRETE DRIVEWAY

AutoCAD SHX Text

CONCRETE ROAD

AutoCAD SHX Text A-13

AutoCAD SHX Text

BM-HAN-1

AutoCAD SHX Text

BM (EXIST. BM WITHOUT DESIGNATION)

AutoCAD SHX Text D-10

AutoCAD SHX Text D-5

AutoCAD SHX Text D-3

AutoCAD SHX Text D-2

AutoCAD SHX Text

CONCRETE ROAD

AutoCAD SHX Text

CONCRETE ROAD

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

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BLD

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BLD

AutoCAD SHX Text

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AutoCAD SHX Text

BLD

AutoCAD SHX Text

HANGAR

AutoCAD SHX Text

AIRFIELD PERIMETER FENCE

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REF S-501, 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.

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

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HANGAR DOOR RAIL

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THICKENED EDGE

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2ND POUR CONTRACTION JOINT,

REF S-501, 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

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THICKENED

SLAB

CONTROL / CONSTRUCTION JOINT,

SEE TYPICAL DETAILS

BRACED BAY

BR

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CJ

CJ

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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

HSS12X12X3/8

S-304

Sim

S-301

Sim

CONC. STOOP CONC. STOOP

CONC. STOOP

CONC. STOOP

F.

O

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HSS4X

4X

1/4

HSS4X4X1/4

HSS4X4X1/4

F.O. WALL

RE-ENTRANT BARS, SEE

DETAILS ON S-501, TYP.

CJ

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.

THICKENED EDGE

EXPANSION JOINT

D C

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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

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NOTES:

1. REFER TO GENERAL NOTES AND THE FOLLOWING ENLARGED ROOF FRAMING PLANS FOR

ADDITIONAL REQUIREMENTS.

2. ROOF JOISTS ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS

AND PIPING. COORDINATE LOCATION AND SUPPORT CONDITIONS FOR ALL ROOF MOUNTED

COMPONENTS, INCLUDING MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS,

WITH JOIST SUPPLIER.

3. REFER TO 97/S-515 AND 98/S-515 FOR REINFORCING REQUIREMENTS AT ALL DECK

PENETRATIONS AND AT ALL MECHANICAL UNITS. NOT ALL UNITS AND PENETRATIONS HAVE

BEEN SHOWN. CONTRACTOR TO REFERENCE ARCH., MECH., PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL PENETRATIONS AND UNITS. PROVIDE ADDITIONAL FRAMING TO

SUPPORT ROOF MOUNTED COMPONENTS AS INDICATED IN ARCH., MECH., PLUMBING AND

ELECTRICAL DRAWINGS. SUBMIT DESIGN CALCULATIONS AND FABRICATION DRAWINGS FOR

REVIEW AND APPROVAL PRIOR TO INSTALLATION. DESIGN SHALL ACCOUNT FOR DEAD, LIVE,

WIND, AND EARTHQUAKE LOADS IN COMBINATIONS REQUIRED BY IBC.

4. LEDGER ANGLES ARE REQUIRED WHERE METAL DECKING INTERFACES WITH CMU WALLS.

REQUIREMENTS PER PLAN.

US Army Corps of Engineers ®

SHEET ID

U .S

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SCALE:

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PLAN NORTH

1 : 250S-118

1 LOW ROOF FRAMING PLAN COMPOSITE

M

AR

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NOTES:

1. REFER TO GENERAL NOTES AND THE FOLLOWING ENLARGED ROOF FRAMING PLANS FOR

ADDITIONAL REQUIREMENTS.

2. ROOF JOISTS ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS

AND PIPING. COORDINATE LOCATION AND SUPPORT CONDITIONS FOR ALL ROOF MOUNTED

COMPONENTS, INCLUDING MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS,

WITH JOIST SUPPLIER.

3. REFER TO 97/S-515 AND 98/S-515 FOR REINFORCING REQUIREMENTS AT ALL DECK

PENETRATIONS AND AT ALL MECHANICAL UNITS. NOT ALL UNITS AND PENETRATIONS HAVE

BEEN SHOWN. CONTRACTOR TO REFERENCE ARCH., MECH., PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL PENETRATIONS AND UNITS. PROVIDE ADDITIONAL FRAMING TO

SUPPORT ROOF MOUNTED COMPONENTS AS INDICATED IN ARCH., MECH., PLUMBING AND

ELECTRICAL DRAWINGS. SUBMIT DESIGN CALCULATIONS AND FABRICATION DRAWINGS FOR

REVIEW AND APPROVAL PRIOR TO INSTALLATION. DESIGN SHALL ACCOUNT FOR DEAD, LIVE,

WIND, AND EARTHQUAKE LOADS IN COMBINATIONS REQUIRED BY IBC.

4. 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

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INTERMEDIATE ROOF FRAMING PLAN COMPOSITE1

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FINISH FL.

T.O. FTG.

-1000

C

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL,

TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

DOWELS TO MATCH

WALL REINFORCING

SIZE AND SPACING W/

STD. 90° HOOK, TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

SLAB,

SEE PLAN

STEEL COLUMN,

SEE PLAN, TYP.

TY

P.

S

PL

IC

E

CROSS BRACING,

SEE ELEVATIONS, TYP.

T

SE

E

SC

H

ED

SEE S-502 FOR

DETAILS, TYP.

REPRESENTATIONAL, SEE DETAILS AND

SCHEDULES FOR BASE PLATE AND

ANCHORAGE REQUIREMENTS, TYP.

FINISH FL.

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

200 CONCRETE WALL,

SEE 9/S-302 FOR REINFORCEMENT,

TYP.

#13 BARS @ 225 O.C.,

TYP.

REINFORCMENT PER CONCRETE

VAULT ROOF PLAN ON 1/S-401,

TYP.

PERIMETER TOP BARS,

SEE PLAN, TYP.

90 DEGREE HOOK

DOWELS MATCHING

WALL REINFORCMENT,

TYP.

20 CHAMFER,

TYP.

SE

E

SC

H

ED

T

SEE SCHED.

W

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

TY

P.

S

PL

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FINISH FL.

11 12

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

STEEL COLUMN,

SEE PLAN, TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

SE

E

SC

H

ED

T

SEE S-502 FOR DETAILS

REPRESENTATIONAL, SEE DETAILS AND

SCHEDULES FOR BASE PLATE AND

ANCHORAGE REQUIREMENTS, TYP.

FINISH FL.

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

DOWELS TO MATCH

WALL REINFORCING

SIZE AND SPACING W/

STD. 90° HOOK, TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

200 CONCRETE WALL,

SEE 9/S-302 FOR REINFORCEMENT,

TYP.

#13 BARS @ 225 O.C.,

TYP.

REINFORCMENT PER CONCRETE

VAULT ROOF PLAN ON 1/S-401,

TYP.

PERIMETER TOP BARS,

SEE PLAN, TYP.

90 DEGREE HOOK

DOWELS MATCHING

WALL REINFORCMENT,

TYP.

STEEL JOIST, SEE PLAN, TYP.

SE

E

SC

H

ED

T

SEE SCHED.

W

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

FILL VOID BETWEEN

WALLS WITH GROUT

TY

P.

S

PL

IC

E

CONT. 6 X 125 X 125 BENT PLATE,

CONT. THREE SPANS MINIMUM,

TYP.

TYP.

SEE ARCH.

#13 BARS @ 225 O.C.

STAGGERED. TYP.

#13 BARS @ 225 O.C.,

STAGGERED, TYP. 200 CONCRETE WALL,

TYP.

FINISH FL.

VA

R

IE

S

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

CMU WALL, SEE PLANS FOR

SIZE AND REINFORCEMENT,

TYP.

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

DOWELS TO MATCH

WALL REINFORCING

SIZE AND SPACING W/

STD. 90° HOOK, TYP.

SLAB,

SEE PLAN

GRADE BEAM INTEGRAL

W/ FTNG WHERE

REQUIRED PER PLANS,

SEE SCHEDULE ON

S-601, TYP

US Army Corps of Engineers ®

SHEET ID

U .S

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2 3 4 5 6 7 8 9 10

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AI

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B

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1 : 208 SECTION

1 : 2011 SECTION 1 : 2013 SECTION

1 : 2012 SECTION

1 : 209

TYPICAL VAULT WALL

REINF. LAYOUT

1 : 2010 SECTION

M

AR

K

DA

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AM

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QR

601 2979 1651

1500 559 559 510 2103

(2) #16 CONT.

#13 U-BARS

@ 300 O.C.

#13 U-BAR @ 300 O.C.,

APPROX 350 WIDE (W),

W/ (2) #16 CONT, TYP

HANGAR DOOR

RAIL ASSEMBLY &

BLOCKOUT, TYP

#13 U-BAR @ 300 O.C.,

W/ (2) #16 CONT, TYP

#16 BARS @ 300 O.C.,

EACH WAY, TOP & BTM,

TYP.

#13 U-BAR @ 300 O.C.W/

(2) #16 BARS. CONT., TYP.

19 EXPANSION JOINT

MATERIAL, TYP.

#13 U-BAR @ 300 O.C. W/ #16

CONT. @ 300 O.C. MAX, TYP.

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER, TYP.

S-304 A

C L

O F

TR

EN

C H

PREFABRICATED TRENCH DRAIN,

COORD. SIZE AND LOCATION W/

MECHANICAL & PLUMBING DWGS, TYP.

SECOND

POUR

DOOR RAIL SUPPORT FRAMING AND

THREADED ANCHOR ROD BY

DOOR RAIL SUPPLIER, DRILL AND

EPOXY 150 (6") INTO CONCRETE, TYP.

TRENCH DRAIN SUPPORT AS

REQUIRED BY SUPPLIER, TYP. COORD.

W/ PLUMBING & MECHANICAL

SLOPE

LEVEL SLOPE

CONST. JT.

FIRST

POUR

#16 @ 300 O.C.

W

ADDIONAL #16 CONT.

@ 300 O.C. MAX

BETWEEN U-BARS

SECOND

POUR

FIRST

POUR

#13 @ 300 O.C.

EACH WAY

FINISH FL.

T.O. FTG.

-1000

QR

REINF. PER

21/S-304

HANGAR DOOR RAIL

ASSEMBLY &

BLOCKOUT REINF. PER 21/S-304

REINF. PER 21/S-304

REINF. PER 21/S-304

19 EXPANSION JOINT

MATERIAL, TYP.

REINF. PER 21/S-304

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

899 559 559 963

598 1720

STEEL COLUMN,

SEE PLAN, TYP.

STEEL COLUMN,

SEE PLAN, TYP.

FILL VOID WITH GROUT

UP TO FINISH FLOOR

SE

E

SC

H

ED

T

AREA PAVING,

SEE SITE,

DRAWINGS, TYP.

SEE SCHEDULE FOR

REINFORCMENT ,

TYP.

C L

O F

TR

EN

C H

PREFABRICATED TRENCH DRAIN,

COOR. SIZE AND LOCATION W/

MECHANICAL & PLUMBING DWGS, TYP.

REPRESENTATIONAL, SEE DETAILS AND

SCHEDULES FOR BASE PLATE AND

ANCHORAGE REQUIREMENTS, TYP.

FIRST POUR

SECOND

POUR

DOOR RAIL SUPPORT FRAMING AND

THREADED ANCHOR ROD BY

DOOR RAIL SUPPLIER, DRILL AND

EPOXY 6" INTO CONCRETE, TYP.

TRENCH DRAIN SUPPORT AS

REQUIRED BY SUPPLIER, TYP.

COORD. W/ PLUMBING & MECH.

SECOND

POUR

FIRST POUR

CONST. JT.

25 25

30 30

HANGAR DOOR RAIL PER

HANGAR DOOR MANUFACTURER

#13 EACH SIDE AND @ 150 O.C. MAX.

SPACING, TYP. FINISH FL.

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLAB, SEE PLAN AND

TYPICAL SLAB DETAILS,

TYP.

DOWELS TO MATCH

COLUMN REINFORCING

SIZE AND SPACING W/

STD. 90° HOOK, TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

SC

H

ED

T

SE

E

A A

20 CHHAMFER,

TYP.

#13 TIES @ 300 O.C.,

MAX, TYP.

(8) #19 VERT. BARS, TYP.

SECTION A-A

FINISH FL.

#13 BAR, CONT., TYP.

#13 DOWELS @

300 O.C., TYP.

EQ EQ

SE

E

N O

TE

GALV. CONT. L2X2X1/4 W/

13Ø X 100 LONG HEADED STUD

ANCHORS @ 450 O.C., TYP.

REMOVABLE CORRUGATED METAL GRATING TO

HAVE NON-SLIP, ANTI-SPARK FINISH IN

SECTIONS LIGHT ENOUGH FOR 2 PERSONNEL TO LIFT.

GRATING SHALL CONSIST OF 40X5 BEARING BAR @ 30 O.C.

AND WELDED CROSS BARS @ 100 O.C. GRATING SHALL

BE RATED FOR A MAXIMUM POINT LOAD OF 350kN (80 KIPS)

SE

E

PL

AN

100SEE NOTE100

NOTE:

COORDINATE DIMENSIONS WITH MECHANICAL

AND ELECTRICAL DRAWINGS.

C

EN

TE

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LI

N

E O

F

TR

EN

C

H

(2) # 16 BARS, CONT., TYP.

#16 BARS, MATCH SLAB

REINFORCING SPACING

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

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N

B Y:

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2 3 4 5 6 7 8 9 10

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1 : 2021 SECTION

1 : 2023 SECTION

1 : 5A DETAIL

M

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2 0

1 : 2024 SECTION

1 : 1022 SECTION

1 : 2025 SECTION

QR

601 2979 1651

1500 559 559 510 2103

ALL REINF. PER 21/S-304, TYP.

19 EXPANSION JOINT

MATERIAL, TYP.

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL, TYP.

MOISTURE BARRIER,

TYP.

SLOPE 75 WIDE CHANNEL AT A

MINIMUM OF 0.6% TOWARD DRAIN

DOOR TRACK

13 GAP BETWEEN BOTTOM

OF RAIL AND BOTTOM OF DOOR

RAIL DRAINAGE CHANNEL

NOTE:

COORDINATE DRAIN LOCATIONS WITH MECHANICAL DRAWINGS.

PREFABRICATED TRENCH DRAIN,

COORDINATE SIZE AND LOCATION W/

MECHANICAL & PLUMBING DWGS, TYP.

SECOND

POUR

FIRST POUR

FIRST POUR

SECOND

POUR

50Ø DRAIN TUBE

TRENCH DRAIN SUPPORT AS

REQUIRED BY SUPPLIER, TYP.

R

EF

1/

S-

R

EF

1/

S-

FINISH FL.

QR

601 2979 1651

1500 559 559 510 2103

HANGAR DOOR RAIL

ASSEMBLY & BLOCKOUT

TYP REINF. PER 21/S-304

19 EXPANSION JOINT

MATERIAL, TYP.

PREFABRICATED CATCH BASIN,

COORDINATE SIZE AND LOCATION W/

MECHANICAL & PLUMBING DWGS, TYP.

NOTE:

COORDINATE LOCATION OF CATCH BASIN WITH MECHANICAL DRAWINGS.

VERIFY TRENCH DRAIN AND CATCH BASIN DIMENSIONS W/ MECHANICAL DWGS

AND TRENCH DRAIN SUPPLIER. DIMENSIONS MAY VARY.

SECOND POUR

FIRST POUR

DOOR RAIL SUPPORT

FRAMING, REF 21/S-304

R

EF

1/

S-

4 60

U N

O

ER

SE

TI

O

N N

O

TECONST. JT.

FIRST POUR, STEP

DOWN AS REQUIRED

SECOND POUR

CONST. JT.

#13 @ 300 O.C.

E.W., TYP

M

IN

M

IN

MIN

FINISH FL.

T.O. FTG.

-1000

QR

401 2979 402

COMPACTED

STRUCTURAL FILL,

TYP.

150 CAPILLARY MATERIAL,

TYP.

MOISTURE BARRIER,

TYP.

12 EXPANSION JOINT MATERIAL,

TYP.

DOWELS TO MATCH

WALL REINFORCING

SIZE AND SPACING W/

STD. 90° HOOK, TYP.

CMU WALL, SEE PLANS

FOR SIZE AND

REINFORCEMENT,

TYP.

SEE SCHEDULE FOR

REINFORCMENT,

TYP.

#16 BARS @ 305 O.C.,

EACH WAY, TOP & BTM,

TYP.

#13 U-BARS

@ 350 O.C.

(6) #16 BARS,

CONT.

SECOND POUR

FIRST POUR

DOOR RAIL SUPPORT FRAMING AND

THREADED ANCHOR ROD BY

DOOR RAIL SUPPLIER, DRILL AND

EPOXY 6" INTO CONCRETE, TYP.

US Army Corps of Engineers ®

SHEET ID

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1 : 2026

SECTION @ DOOR RAIL

DRAINAGE CHANNEL

1 : 2028

SECTION @ TRENCH DRAIN

CATCH BASIN

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2 0

1 : 2027 SECTION

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.

SE

E

AR

C

H . D

W G

S.

TYP. 3

SIDES

70 40

(4) 19Ø A325 BOLTS

IN 20X40 LONG

SLOTTED HOLES IN WT

GRID

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.

M

IN

SEE

ARCH DWGS.

AD

D

IT

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AL

S

TE

EL

W

IN

D

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M

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AD

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IT

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L

W

IN

D C

O

LU

M N

AD

D

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AL

ST

EE

L

W

IN

D C

O

LU

M N

M

IN

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

B

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

VA

R

IE

S

3 SIDES

TYP.

200 CMU WALL

M

IN

H

H /2

M

IN

MIN EMBED, 2/3 WALL THCKNESS

L3X3X1/4 X 3" CLIP ANGLE W/

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

EACH LEG, TYP.

H

SS

6X 4X

1/

HSS8X8X1/4

HSS8X8X1/4

L4X4X1/4 JAMB SUPPORT,

EACH SIDE OF OPENING

L3X3X1/4 X 75 (3") LONG W/

(4) #12 TEK SCREWS W/ #5

POINT PER LEG, OR 5 (3/16")

FILLET WELD 3 SIDES PER

LEG, TYP

L4X4X1/4 HEAD OR SILL

SUPPORT, NOT REQUIRED IF

ALIGNMENT OF OPENING

ALLOWS FOR SUPPORT W/

WALL GIRT

CENTERLINE OF WALL

GIRT PER ELEVATION

CENTERLINE OF WALL

GIRT PER ELEVATION

TYP WALL LOUVER

SUPPORT DETAIL

NOTE: THIS DETAIL MAY NOT BE ADEQUATE FOR ALL POSSIBLE

CONDITIONS. COORDINATE W/ MECHANICAL DWGS AND EQUIPMENT

MFG INSTALLATION REQUIREMENTS. PROVIDE ADDITIONAL OR

ALTERNATE SUPPORT FRAMING AS REQUIRED FOR INSTALLATION.

US Army Corps of Engineers ®

SHEET ID

U .S

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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

M

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2 0

1 : 2078 DETAIL

1 : 2079 DETAIL

1 : 1080 TYP. CMU WALL SUPPORT @ DOOR POCKET

1 : 2081

TYP. TRANSLUCENT PANEL

JAMB DETAIL

G

J

S-302

S-302

Sim

S-302

Sim

S-302

#19 BOTTOM REINFORCMENT @ 150 O.C.

#1

BO

TT

O M

R

EI

N

FO

R C

M

EN

T

O .C

TOP BAR AT PERIMETER OF

ELEVATED SLAB, MATCH SIZE

AND SPACING OF SLAB REINFORCING

300 7100

TOP BAR AT PERIMETER OF

ELEVATED SLAB, MATCH SIZE

AND SPACING OF SLAB REINFORCING

H

S-303

300 744 300 1356 300

W F1

W F1

SUMP,

COORDINATE WITH

MECHANICAL DRAWINGS AND

ELEVATOR MANUFACTURER

S-303

600 3000 249

NOTE:

** VERIFY DIMENSION WITH

ELEVATOR MANUFACTURER

-1219

(2) #25 BARS x 1200 LONG, TOP AND BOTTOM, TYP.

H

S-303

300 744 300 1356 300

S-303

H

300 744

A

B

K1

K1

K1

K1

1176 JOISTS @ 3 EQ. SPACES = 3528 1176

HSS4X4X1/4,

@ 900 O.C., TYP.

HSS4X4X1/4,

@ 900 O.C., TYP.

S-308

Sim

JOIST BEARING ELEV. = 3840

W12X26

W

X2

W

X2

S-308

Sim

S-402

Sim73 S-311

G

S-314

S-314

C

S

TA

IR

S

TR

IN

G

ER

C

S

TA

IR

S

TR

IN

G

ER

C10

C12

C

C

C

C

C

S

TA

IR

S

TR

IN

G

ER

C

S

TA

IR

S

TR

IN

G

ER

U P

D O

W N

W18X35

SEE

ARCH.

S-307

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

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1 : 501 CONCRETE VAULT ROOF PLAN

1 : 504 ELEVATOR FOUNDATION PLAN

1 : 505 ELEVATOR PLAN - FIRST FLOOR

1 : 506 ELEVATOR PLAN - SECOND FLOOR

1 : 503 ROOF FRAMING PLAN

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1 : 502 LOBBY STAIR FRAMING PLAN

COLUMN, SEE PLAN, TYP.

BEAM, SEE ELEVATION, TYP.

2L 3X3X1/2

150 LONG @ W10

225 LONG @ W12

3 SIDES TYP.

19Ø A325 BOLTS

(2) @ W10

(3) @ W12

WP

M

IN, T

YP 13 THCK GUSSET

PLATE, SIZE AND

PROFILE AS

SHOWN, TYP.

TYP.

2L BRACING,

SEE ELEVATION, TYP.

(5) 19Ø A325 BOLT, TYP.

40 MIN, TYP

4 SPA. @

40 MIN, TYP

M

IN

, T

YP

40 MIN, TYP 8

WP

SEE NOTE 1

13 THCK GUSSET PLATE

STEEL BEAM,

SEE ELEVATIONS, TYP.

2L BRACE, SEE

ELEVATIONS, TYP.

TYP.

(4) 19Ø A325

BOLTS, TYP.

2L 3X3X1/2 X 305 LONG

W/ (4) 19 DIA. A325 BOLTS.

EDGE SPACING: 40

INNER SPACING: 75, TYP

3 SIDES,TYP.

CONN. PER 56/S-508

NOTE:

1. DETAIL IS CONCEPTUAL. FINAL DESIGN BY FABRICATORS CONNECTION

ENGINEER. DESIGN (ULTIMATE) TRANSFER FORCES ARE AS FOLLOWS:

GRID 5 THRU 10: TENSION - 890 kN (200 KIP); COMPRESSION - 470 kN (105 KIP) GRID 13 THRU 19: TENSION - 1500 kN (335 KIP); COMPRESSION - 800 kN (180 KIP)

MOUNTING FRAME & CONNECTIONS

TO HANGAR STRUCTURE BY

EQUIPMENT SUPPLIER

(COORDINATE AND VERIFY

CORRECT DIMENSIONS)

MOUNTING FRAME & CONNECTIONS

TO HANGAR STRUCTURE BY

EQUIPMENT SUPPLIER

(COORDINATE AND VERIFY

CORRECT DIMENSIONS)

C10X15.3

C10X15.3

ROOF DECK

SECTION A-A SECTION B-B

GRID

ROOF BEAM

ROOF BEAM

C10X15.3

C10X15.3

C

X1 5.

C

X1 5.

ROOF BEAM

ROOF BEAM

ROOF DECK

PLAN VIEW

B B

A

A

US Army Corps of Engineers ®

SHEET ID

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2 0

1 : 1055 SECTION

1 : 1056 SECTION

1 : 1057 SECTION

1 : 201

TYPICAL FOAM GENERATOR HANGER

SUPPORT

T.O. FTG.

-1000

R

19 THK (t) A36 PL

TYP

STIFF. PLATES PER

BRACED FRAME DETAILS

L BRACE PER EL.

(t = PL THICKNESS)

2t M IN, 4t MAX, TYP

25 MIN

D

EG. M

IN

WP

TO

T

. O F

BP

TO

T

. O F

FT

N

G

GRADE BEAM & CONN.

PER DETAIL SCHEDULE

ON S-601

WP

GRID

8 300

4 LINES

2L, TYP.

COL PER PLAN

2L 4X4X5/8 X 305 LONG

W/ (4) 25Ø A325 BOLTS

19 THCK GUSSET

PLATE

2L 4X4X5/8 X 225 LONG

W/ (3) 25Ø A325 BOLTS

3 SIDES

TYP.

8 350

R

B.O. DOOR

SUPPORT

WP

8 300

4 LINES

2L, TYP.

COL PER PLAN

2L 4X4X5/8 X 305 LONG

W/ (4) 25Ø A325 BOLTS

19 THCK GUSSET

PLATE

2L 4X4X5/8 X 225 LONG

W/ (3) 25Ø A325 BOLTS

3 SIDES

TYP.

8 350

2L , T

YP

BEAM PER PLAN

8 350

2L 4X4X5/8 X 305 LONG

W/ (4) 25Ø A325 BOLTS

8 300

4 LINES

19 THCK GUSSET

PLATE

US Army Corps of Engineers ®

SHEET ID

U .S

. A R

M Y

C O

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O F

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1 : 10103 DETAIL

1 : 10105 DETAIL

1 : 10107 DETAIL

EQ1- Engine Repair Stand

AP5 - Vending Machine Snacks

AP1 - Refrigerator RH

EQ4 - Parts Wash Station

EQ2 - NDI Workstation

EQ5 - Box and Pan Brake Machine

EQ6 - Foot Shear

EQ7 - Drill Press Bench

EQ8 - Bandsaw

EQ9 - Horizontal Band Saw

EQ10 - Grinding Wheel

EQ11 - Shrinker/Stretcher Machine

EQ 13- Hose Cutting Saw Worktop Unit

EQ15 - Inspection Box for Hose Tube Connections

EQ16 - Hydraulic Oil Delivery Cart

EQ17 - Solvent Tank

EQ21 - Composit Repair Cabinet

AP2 - Refrigerator LH

AP3 - Oven Single

AP4 - Microwave

AP6 - Beverage Dispenser

CH1

Ergonomic Task Chair

CH2 Adjustable Stool with back

CH3 Breakroom Chair

CH4 Guest Chair

CH5 Chair, Conf with Arms

CH9

Breakroom Stackable Armless

CH10 Adjustable Height Stool w/Hard Surface

Casters

CH11 Briefing Stackable Writing

Tablet Arm

FS1 - 5 High Bookcase w/ adjustable shelves

FS2 - 4 High Lateral File

Cabinet

FS3 - 2 High Lateral File

Cabinet

FS4 Five Drawer Lockable File

Cabinet

ST1 Lockable Storage Cabinet

36 x 24 x 57

ST2 Lockable Storage Cabinet 60 x 24 x 57

ST3 Storage Shelving Metal 5 Shelf (72x24x72)

ST4 Storage Shelving Metal 5 Shelf (48x30x84)

ST5 Industrial Metal 5-Shelve Unit

(72x24x96)

ST6 Shelving Metal 5-Shelve Unit (48x36x88)

ST7 Wire Mesh Enclosed Shelving

(72 x 24 x 96)

ST8 Flammable Storage Cabinet, 45 Gal (43x18x65)

ST9 Flammable Storage Cabinet, 4 Gal

(22x17x17)

EQ23 Weapons Storage Rack

ST13 Shelving (16x6x6)

ST14 Storage Shelving Industrial

120x48x72

ST16 Radioactive Material Storage

Cabinet (24x24x36)

ST17 Floor Mounted Sheet

Material Storage Rack

WB1

(96x30x38) 4 drawer Left

WB2

(96x30x38) 4 drawer 1 OH

WB3 ESD (96x30x38) 5 drawer 2 Shelves OH

WB5

(72x30x38) 4 drawer 1 OH

WB6

Worktable w

Metal Surface (96x48x38)

WS2 Admin WS (72x30)

WS2 L-Shaped Admin WS (72x72)

WS4 Admin WS (72x30)

WS7 U-Shaped Admin WS

Executive (72x96)

WB15 Worktable (96 x 36 x 38)

TB1 Conference Table (84 x 40)

TB8 Training Table (60 x 24)

TB3 Breakroom Table

TB2 NOT USED

CH6

Stacking

Chair

DS1 60" x 30" Student Desk

BS1 Twin Bed 39"x80"

FS9 Printer Storage Cabinet

(72x30x30)

FS10 Printer Storage Cabinet

(48 x 30 x 30)

IT5 Mobile Lecturn with Microphone and

AV connectivity

ST18 Mail Sorter

EQ22 Industrial Tool Storage Cabinet

(VIDMAR), Eye Level Height 30x28x60

IT1A All-in-one Printer Desktop

IT1B Desktop Printer

IT1B Desktop Printer

MB1 Marker Board 8x5

MB2 Marker Board 8x4

MB4 Marker Board 6x4

MB5 Marker Board 5x3

EQ - CATV

EQ - CCTV

ST11 Wall Gear Locker (24"x24"x72")

FURNITURE (GFGI) EQUIPMENT (IFII)

ST12 Wall Double Tier Gear Locker

(24"x24"x72")

EQ24 File Safe (20x28x4 drawers H)

PS1 Projection Screen

MB7 Marker Board 8x15

TB9 Briefing Room Table

(60 x 24)

TNS1 18 x18"x24"

TB10 Work Table (30 x 60 x29)

TB4 (36x60x36) Planning Map

Table

TA50 LOCKER

STORAGE (CFCI)

CD

Chair Dolly

US Army Corps of Engineers ®

SHEET ID

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1 : 100

FURNITURE, FIXTURES & EQUIPMENT LEGEND

AP APPLIANCE

BS BED STANDARD

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CH CHAIR

DS DESK

EQ EQUIPMENT

FS FILE STORAGE

GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED

IFII INSTALLATION FURNISHED INSTALLATION INSTALLED

IT INFORMATION TECHNOLOGY

MB MARKERBOARD

ST STORAGE

TB TABLE

TNS TABLE - NIGHT STAND

WB WORKBENCH

WS WORKSTATION

ABBREVIATIONS:

1. FURNITURE IS N.I.C. (NOT IN CONTRACT) AND SHALL BE

GOVERNMENT FURNISHED CONTRACTOR INSTALLED (GFCI).

2. EQUIPMENT (EQ), APPLIANCES (AP) AND INFORMATION

TECHNOLOGY (IT) IS INSTALLATION FURNISHED INSTALLED

INSTALLATED (IFII) WHICH IS N.I.C. AND IS FOR INFORMATION ONLY.

3. SEE ELECTRICAL FOR POWER REQUIREMENTS.

GENERAL NOTES:

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CH-47 HANGAR

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HVY DET

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FUEL

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TA 50 STOR

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107WEAPONS

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ST1

ST1

ST1

FS2

ST16ST9

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ST1

ST1

ST1ST16ST9

WS4

ST1

ST1

ST1

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FS9

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WB1

CH2

CH1

WS4

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W S2

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CH1

ST1

ST1

ST14

ST14

FS1

FS

ST1

FS1

ST14

FS

ST1

ST1

FS

ST1

ST1

CH1

ST14

ST1

FS1

ST1

ST1 FS

ST1

ST1

ST14

ST14

FS1ST1

FS1

ST14

FS4

ST1

ST1

FS4

ST1

ST1

CH1

ST14

ST1

ST1

ST14

ST14

FS1

ST1

ST14

FS4

ST1

ST1

FS4

ST1

ST1

CH1

ST14

WS4

ST1 ST1

ST1 ST1

FS1

CH1WS2L

W B2

W B2

W B2

W B2

ST

ST

ST

ST

CH2

CH2CH2

CH2

ST8

EQ4 EQ4

EQ16

IT1B

TA50 TA50TA50TA50TA50

TA50

FS3

CH1W

S4

ST1ST8ST9

FS

CH1W

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FS1

EQ23 EQ23

EQ23EQ23EQ23EQ23

EQ23EQ23EQ23

EQ

EQ

EQ23EQ23EQ23

EQ23

EQ23 EQ23

EQ23EQ23EQ23

EQ23

ST11 ST11ST11

IT

1A

CH1

FS

FS1 ST1 FS

WS4

CH1

FS

FS1 ST1 FS

WS4

SEE NOTE 6.

CFCI

ST6

ST6 ST6

ST6

ST6

ST6

ST6

ST6

FS2

FS2

ST1

GENERAL NOTES:

1. SEE SHEET I-002 FOR THE FURNITURE, FIXTURE &

EQUIPMENT LEGEND.

2. ALL FURNITURE SHOWN IN THESE PLANS ARE FOR

REFERENCE ONLY AND SHALL BE GOVERNMENT FURNISHED

CONTRACTOR INSTALLED (GFCI).

3. ALL FURNITURE SHOWN IS A BASIS OF DESIGN ONLY. SEE

THE CID PACKAGE FOR SALIENT FEATURES AS A BASE FOR

FURNITURE SELECTION.

4. ALL EQUIPMENT SHOWN IN THESE PLANS ARE NOT IN

CONTRACT (N.I.C.) AND ARE FOR INFORMATION ONLY.

5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

ACCEPTABLE CLEARANCES BETWEEN THE WALL, FURNITURE

AND EQUIPMENT TO ALLOW FOR POWER AND COMM TO BE

SUPPLIED. SEE ELECTRICAL FOR POWER AND COMM

REQUIREMENTS.

6. TA LOCKER SHOWN IN THESE DRAWINGS ARE TO BE

CONTRACTOR FURNISHED CONTRACTOR INSTALLED (CFCI)

SEE SPECIFICATION SECTION 10 51 14, TA-50 MILITARY

LOCKERS.

7. SEE SHT I-601 FOR THE ROOM FINISH SCHEDULE.

FURNITURE, FIXTURES & EQUIPMENT

US Army Corps of Engineers ®

SHEET ID

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HANGAR DOORS

1 : 100I-122

FIRST FLOOR PLAN PART A & D1

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MB1MB1

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GENERAL NOTES:

1. SEE SHEET I-002 FOR THE FURNITURE, FIXTURE &

EQUIPMENT LEGEND.

2. ALL FURNITURE SHOWN IN THESE PLANS ARE FOR

REFERENCE ONLY AND SHALL BE GOVERNMENT FURNISHED

CONTRACTOR INSTALLED (GFCI).

3. ALL FURNITURE SHOWN IS A BASIS OF DESIGN ONLY. SEE

THE CID PACKAGE FOR SALIENT FEATURES AS A BASE FOR

FURNITURE SELECTION.

4. ALL EQUIPMENT SHOWN IN THESE PLANS ARE NOT IN

CONTRACT (N.I.C.) AND ARE FOR INFORMATION ONLY.

5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

ACCEPTABLE CLEARANCES BETWEEN THE WALL, FURNITURE

AND EQUIPMENT TO ALLOW FOR POWER AND COMM TO BE

SUPPLIED. SEE ELECTRICAL FOR POWER AND COMM

REQUIREMENTS.

6. TA LOCKER SHOWN IN THESE DRAWINGS ARE TO BE

CONTRACTOR FURNISHED CONTRACTOR INSTALLED (CFCI)

SEE SPECIFICATION SECTION 10 51 14, TA-50 MILITARY

LOCKERS.

7. SEE SHT I-601 FOR THE ROOM FINISH SCHEDULE.

FURNITURE, FIXTURES & EQUIPMENT US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

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BRIEFING ROOM LAYOUT OPTION 11

1 : 50I-128

BRIEFING ROOM LAYOUT OPTION 22

FF

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ACT ACOUSTICAL CEILING TILE

AWC ACOUSTICAL WALLCOVERING

CONC CONCRETE

CR CHAIR RAIL OR CRASH RAIL

CPT CARPET TILE

CMU CONCRETE MASONRY UNIT

CT CERAMIC TILE

ETS EXPOSED TO STRUCTURE

FRRF FUEL RESISTIVE RESINIOUS FLOORING

GYP BD GYPSUM BOARD

GPC GROUND & POLISHED CONCRETE

IRGB IMPACT RESISTANT GYPSUM BOARD

LVT LUXURY VINYL TILE

PLYWD PLYWOOD

PNT PAINT

PLAM PLASTIC LAMINATE

P PAINT

PT PORCELAIN TILE

PWC PROTECTIVE WALLCOVERING

RB RESILIENT BASE

RT RUBBER TILE

SC SEALED CONCRETE

SD VCT STATIC DISSIPATIVE VINYL COMPOSITION TILE

SDF STATIC DISSIPATIVE FLOORING

SSTL STAINLESS STEEL

S STAIN

WD WOOD

WM WALK-OFF MATERIAL

XXX # MATERIAL FOLLOWED BY A NUMBER

RELATES ADDITIONAL FINISH INFORMATION

16 GA 304 SST

SUPPORT

BRACKET

SS.

POP RIVET

16 GA 304 SST

SHEET METAL SCREW

W/ ALLIGATOR ANCHOR

BLOCKING AS REQ'D

5 m m

TO

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STAINLESS STEEL CORNER

GUARD

NOSE

RADIUS

STEEL STUDS

GYP BD

#10 X 1 1/2" PH FLAT HD

WOOD SCREW w/ OGEE WASHER 406.4mm O.C. MAX.

HEAVY DUTY STEEL CORNER GUARD

US Army Corps of Engineers ®

SHEET ID

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FIRST FLOOR FINISH SCHEDULE

ROOM

NO ROOM NAME

WALLS BASE MATERIAL FLOOR CEILING

REMARKS

NORTH EAST SOUTH WEST

NORTH EAST SOUTH WEST MATL - CLR FIN MATL FINMATL FIN - CLR MATL

FIN -

CLR MATL

FIN -

CLR MATL FIN - CLR

101 UH-60 HANGAR BAY MTL CMU P-2 CMU P-2 - - CMU CMU - CONC FRRF ETS P-3

102 CH-47 HANGAR BAY CMU P-2 MTL CMU P-2 CMU P-2 - - CMU CMU CONC FRRF ETS P-3

103 AVN CO STORAGE CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3

104 FUEL HANDLERS CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU RB RB RB RF ACT ACT-1

105 WEAPONS VAULT CONC P-2 CONC P-2 CONC P-2 CONC P-2 CONC CONC CONC CONC GPC - CONC P-3

106 HVY DET STOR CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3

107 MEDEVAC DET

STOR

CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3

108 DECON CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU RB CMU CMU GPC - ETS P-3

109 TA 50 STOR CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3

110 PLL CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3

111 COMPRESSOR ROOM CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3

112 POWER TRAIN /

POWER PLANT

CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU CONC FRRF ETS P-3

113 PNEUDRALIC REPAIR CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC FRRF ETS P-3 114 STRUCTURAL REPAIR CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU CONC FRRF ETS P-3 115 AVIONICS REPAIR CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SDF - ETS P-3

116 COMSEC STORAGE CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3

117 SPECIAL TOOLS CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3 SEE NOTE 5

118 NVG SHOP CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SDF - ETS P-3

119 BENCH STOCK CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU GPC - ETS P-3 SEE NOTE 5 120 MEN PT PT PT PT PT OVER CMU PT PT PT PT PT PT PT PT PT-1 GYP BD P-3 SEE NOTE 6

121 WOMEN PT PT PT PT PT PT PT PT PT PT PT PT PT PT-1 GYP BD P-3 SEE NOTE 6

122 HAZMAT OFF GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD OVER CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 123 RECYCLE GYP BD OVER CMU P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 124 ULLS A GYP BD OVER CMU P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 125 QC/QA GYP BD OVER CMU P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 14 126 AMCOM GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 14 127 PC GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 14 128 JANT GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 RB RB RB RB GPC - GYP BD P-3 129 BREAK ROOM GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 6, 14 130 AVN CREW GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 5, 14 131 HVY HEL CREW GYP BD P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 5, 14 132 MEDEVAC CREW GYP BD OVER CMU P-1 GYP BD OVER CMU P-1 GYP BD P-1 GYP BD OVER CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 5, 14 133 MNT OFF GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 15 134 MNT OFF GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 15 135 MNT OFF GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTE 15

C101 CORR CMU VARIES CMU P-1 CMU P-1 CMU P-1 PT PT PT PT GPC S-1 ETS P-3 SEE NOTES: 8, 13 C102 CORR CMU P-2 CMU P-1 CMU VARIES CMU P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 8, 13 C103 CORR IRGB P-1 IRGB P-2 CMU P-2 IRGB P-1 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 8, 13 C104 CORR CMU P-2 IRGB P-2 CMU P-2 CMU P-2 PT PT PT PT GPC S-1 ACT ACT-1 SEE NOTES: 8, 13 C105 CORR CMU & GYP BD CMU P-2 CMU P-2 CMU P-2 CMU & RB CMU CMU CMU GPC - ETS P-3 SEE NOTES: 8, 13 C106 CORR GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT GPC S-1 ACT ACT-1 E101 COM CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3 SEE NOTE 11 E102 ELECT CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3 SEE NOTE 11 E103 ELECTRICAL ROOM CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3 E104 ELECT CMU P-2 GYP BD P-1 GYP BD P-1 GYP BD P-1 - RB RB RB SC - ETS P-3 SEE NOTE 11 E105 COMM CMU P-2 CMU P-2 GYP BD P-1 GYP BD P-1 - CMU RB RB SC - ETS P-3 SEE NOTE 11 L101 LOBBY GYP BD OVER CMU VARIES GYP BD OVER CMU VARIES GYP BD OVER OVER CMU VARIES GYP BD OVER CMU VARIES PT PT PT PT GPC S-1 ACT & ETS P-3 M101 FIRE PROTECTION CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU CMU CMU CMU SC - ETS P-3

M102 MECH. ROOM CMU P-2 CMU P-2 CMU P-2 CMU P-2 - - - - SC - ETS P-3

M103 ELEV EQPT CMU P-2 CMU P-2 CMU P-2 CMU P-2 - - - - SC - ETS P-3

M104 MECHANICAL CMU P-2 CMU P-2 CMU P-2 CMU P-2 CMU SC - ETS P-3

S101 STAIR CMU P-2 CMU P-2 CMU P-2 CMU P-2 RB RB RB RB RT GYP BD P-3 SEE NOTES: 2, 7

1. SEE COLOR SCHEDULE, SPECIFICATION SECTION 09 06 90 FOR ROOM FINISH

COLORS AND SERIES I-100 FOR THE FLOOR FINISH PATTERNS.

2. STAIR POST AND RAILING BRUSH ALUMINUM FINISH WITH STAINLESS STEEL

CABLING.

3. PROVIDE MOP HOLDER (MH) IN ALL JANITOR'S CLOSETS.

4. PROVIDE SOLID SURFACE WINDOW SILLS AT ALL WINDOWS EXCEPT CLERESTORY

IN HANGAR.

5. PROVIDE STAINLESS STEEL COUNTERTOPS AT TOOL ISSUE, WEAPONS ISSUE,

AIRCRAFT PARTS ISSUE , AND CREW CHIEF WORK ROOMS.

6. PROVIDE SOLID SURFACE COUNTER TOPS AT BREAK ROOMS, TOILETS, QC/QA,

FLIGHT OPS, COMPANY PLANNING AND WHERE SCHEDULED.

7. STAIR S101 AND IN LOBBY RM L101 PROVIDE RESILIENT FLOORING TREADS,

RISERS AND LANDINGS.

8. PROVIDE STAINLESS STEEL (SST) CRASH RAIL (CR-1) 915MM ABOVE FINISH FLOOR .

SEE DETAIL 1/I-601 AND SPEC SECTION 06 20 00.

9. SEE DRAWING SERIES I-100 SHEETS FOR FLOOR FINISH PATTERN.

10. PROVIDE PT TO 1220MM HT ON DRINKING FOUNTAIN WALLS.

11. PROVIDE 19MM A/C FIRE RATED PLYWOOD THE ENTIRE LENGTH OF INDICATED

WALLS IN ROOMS E101, E102, E104, E105, E200 AND E201 TO 2,440MM AFF. FINISH

SHALL BE CLEAR SEALER , FIRE RATED STAMP SHALL BE VISIBLE.

12. ALL GYP BD WALLS ARE TO BE PAINTED UNLESS OTHERWISE NOTED.

13. PROVIDE STAINLESS STEEL CORNER GUARDS TO EXPOSED CORNERS ON THE

FIRST FLOOR SEE SERIES I-100, FINISH PLANS FOR LOCATIONS.

14. PROVIDE BLOCKING BEHIND WALL FINISHES TO RECEIVE WALL MOUNTED

EQUIPMENT. SEE FF&E PLANS FOR LOCATIONS AND SHEET A-408 FOR MOUNTING

DETAILS.

15. PROVIDE ACOUSTICAL INSULATION ABOVE CEILING TO ACHIEVE AN STC OF 45.

FINISH SCHEDULE NOTES:

ABBREVIATIONS:

1 : 2I-601

1 SST CRASH RAIL (CR-1)

SCALE:

0 16080

1 : 2

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ACT ACOUSTICAL CEILING TILE

AWC ACOUSTICAL WALLCOVERING

CONC CONCRETE

CR CHAIR RAIL OR CRASH RAIL

CPT CARPET TILE

CMU CONCRETE MASONRY UNIT

CT CERAMIC TILE

ETS EXPOSED TO STRUCTURE

FRRF FUEL RESISTIVE RESINIOUS FLOORING

GYP BD GYPSUM BOARD

GPC GROUND & POLISHED CONCRETE

IRGB IMPACT RESISTANT GYPSUM BOARD

LVT LUXURY VINYL TILE

PLYWD PLYWOOD

PNT PAINT

PLAM PLASTIC LAMINATE

P PAINT

PT PORCELAIN TILE

PWC PROTECTIVE WALLCOVERING

RB RESILIENT BASE

RT RUBBER TILE

SC SEALED CONCRETE

SD VCT STATIC DISSIPATIVE VINYL COMPOSITION TILE

SDF STATIC DISSIPATIVE FLOORING

SSTL STAINLESS STEEL

S STAIN

WD WOOD

WM WALK-OFF MATERIAL

XXX # MATERIAL FOLLOWED BY A NUMBER

RELATES ADDITIONAL FINISH INFORMATION

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SEE WALL AND CORNER

GUARDS SPEC 10 26 13.00

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BLOCKING, SEE SHT

A-408 FOR EQUIPMENT

MOUNTING DETAILS

GYP BD

PROTECTIVE COATING

SEE PAINT SPEC 09 90 00

RESILIENT CHAIR RAIL

RESILIENT CHAIR RAIL

WALL MOUNTED ALUM

CORNER GUARD COVER

ALUM RETAINER

FASTENERS PER CG MFR

THROUGH TO SOLID FRAME

GYP BD WALL FINISH AS SCHED

SEE WALL AND CORNER

GUARDS SPEC 10 26 13.00

US Army Corps of Engineers ®

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REMARKS

NORTH EAST SOUTH WEST

NORTH EAST SOUTH WEST MATL FIN MATL FINMATL FIN & CLR MATL FIN & CLR MATL FIN & CLR MATL FIN & CLR 202 DET ADMIN GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 203 DET SAFTY GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 204 DET CMDR GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 SEE NOTE 15 205 DET SGT GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 SEE NOTE 15 206 BREAK AREA GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-2 ACT ACT-1 SEE NOTE 6, 17 207 FLIGHT OPS GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-2 ACT ACT-1 SEE NOTE 15 208 NVG STOR GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-2 ACT ACT-1 210 BRIEFING GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-2 ACT ACT-1 SEE NOTES 8, 15 211 BRIEF STOR GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 212 PILOT LOCKER GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 213 SECURE PLAN'G GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 SEE NOTES 8, 16 214 FLIGHT PLAN'G GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 SEE NOTE 15

215 WOMEN PT PT PT P-1 PT PT PT PT PT PT PT PT PT PT-1 GYP BD P-3 SEE NOTE 6

216 MEN PT PT PT P-1 PT PT PT PT PT PT PT PT PT PT-1 GYP BD P-3 SEE NOTE 6

217 MISSION PLAN'G GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 218 SAFTY GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1

219 COM GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 RB RB RB RB PT PT-2 ETS P-3

220 CO ADMIN GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 221 1 ST SGT GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 SEE NOTE 15 222 CMDR GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD P-1 PT PT PT PT PT PT-3 ACT ACT-1 SEE NOTE 15 223 JANT GYP BD P-1 GYP BD P-1 GYP BD P-1 GYP BD…