Attch 21 01FEB2022 AMENDMENT_DRAWINGS.pdf

B.2

METAL DECK, SEE PLAN

WF BEAM SHEAR TAB CONN. SEE S-512

ROOF INSULATION, SEE ARCH.

BRICK VENEER, SEE ARCH.

HDG 3/8" X 8" X 8" BENT PL.

SUPPORTED BY CFMF STUDS.

DESIGN LOADS PER D6/S-324

INT'R CFMF STUDS

CFMF BY DELEGATED ENGINEER

DEFLECTION TRACK

3.7

METAL DECK, SEE PLAN

WF BEAM, SEE PLAN

STL JOIST,

SEE PLAN

ROOF INSULATION, SEE ARCH.

BRICK VENEER, SEE ARCH.

HDG 3/8" X 8" X 8" BENT PL.

SUPPORTED BY CFMF STUDS

INT'R CFMF STUDS

LOADS FOR DELEGATED DESIGN:

Fy = 500 LBS/FT DEAD LOAD "a" = 7.5 INCHES

Fy

"a"

CFMF BY DELEGATED ENGINEER

DEFLECTION TRACK

WF BEAM, SEE PLAN

HSS COL, SEE PLAN

METAL DECK, SEE PLAN

8" CMU WALL,

SEE FDN. PLAN

BOND BEAM W/ 2-#5 CONT.

SOLID GROUTED 8" JAMB 1/2" ⌀ X 6" HSA'S AT 16" OC

COL TO PL

3/8" X 4" X 2'-8" PL. W/ 1/2"

⌀ X 6" HSA'S AT 8" OC

4"8"8"8"4"

CL

S-325

A4

T/ SLAB_S

100' - 0"

T/STL ENTRY_S

131' - 4"

S-324

E8

C4

S-324

S-301

A4

S-324

C8

S-325

C1

S-325

E1

B.2A.5

S-324

C8

OH

9' - 11"

1' - 0" 9' - 11" 1' - 0"

S-513

C1

S-513

C1

HDG HSS3.0X0.25,

TYP. SEE PLAN FOR

LOCATIONS

T/ SLAB_S

100' - 0"

T/STL ENTRY_S

131' - 4"

3 3.7

C1

S-324

S-324

E6

S-324

A4

12' - 8 5/8"

S-324

A1

S-325

C1

S-325

E1

S-325

C1

OH

HDG HSS3.0X0.25,

TYP. SEE PLAN FOR

LOCATIONS

T/STL ENTRY_S

131' - 4"

METAL DECK, SEE PLAN

GUTTER, SEE ARCH

L4X4X1/4 EDGE ANGLE

WF BEAM, SEE PLAN

CFMF AT SOFFIT BY

DELEGATED ENGINEER

4"

STL BRACE, SEE FULL

TOWER SECTION

S-324

A1 BRACE

CON'N'S, OH

CHANNEL, SEE PLAN

CFMF BY DELEGATED

ENGINEER

CONT. BENT PL. 1/4"X3"X3"

TOP & BOTT.

T/PARAPET

SEE ARCH

1" GAP

3/16

3/16INSULATION, SEE ARCH

METAL DECK, SEE PLAN

WF BEAM BEYOND, SEE PLAN

CFMF AT SOFFIT BY

DELEGATED ENGINEER

STL BRACE, SEE FULL

TOWER SECTION

CHANNEL, SEE PLAN

PL 1/4 X 9" X 0'-6" W/ (2) 1/2"

⌀ HDG BOLTS CENTERED

ON CHANNEL. PROVIDE

SLOTTED HOLES IN

CHANNEL WEB, BOLT

FINGER TIGHT W/ DOUBLE

NUTS.

SLOT DIR:

3/16

TYP

6"

T/STL ENTRY_S

131' - 4"

METAL DECK, SEE PLAN

WF BEAM, SEE PLAN

CFMF AT SOFFIT BY

DELEGATED ENGINEER

3"

3/16

3/16

INSULATION, SEE ARCH

CFMF BY DELEGATED ENGINEER

CONT. BENT PL. 1/4"X3"X3"

TOP & BOTT.

T/WALL

SEE ARCH

STL BRACE, SEE FULL

TOWER SECTION

TOED UP CHANNEL

BEARING ON WF BEAM

BOTT. FLANGE

PL 1/4 X 9" X 0'-6" W/ (2) 1/2" ⌀ HDG

BOLTS CENTERED ON CHANNEL.

PROVIDE SLOTTED HOLES IN

CHANNEL WEB, BOLT FINGER TIGHT

W/ DOUBLE NUTS. SLOT DIR:

9"

(2) 1/2" ⌀ HDG

BOLTS AT 2" GAGE

1 1/2" TYP

GALVANIZING VENT HOLE, TYP

3/16

TYP

CHANNEL, SEE PLAN

US Army Corps of Engineers ®

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

E8

SECTION

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

E6

SECTION

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

C6

SECTION

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

C1

ENTRY TOWER FULL SECTION - I

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

C4

ENTRY TOWER FULL SECTION - II

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

A4

ROOF SECTION @ LOW EDGE

SCALE: N.T.S.

A6

ENTRY TOWER 3D PERSPECTIVE SCALE: = 1'-0"3/4"

0 1 2 31

SCALE: = 1'-0"

0 4 84

1/4"

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

C8

ROOF SECTION @ SIDE EDGE

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

A1

ROOF SECTION @ HIGH EDGE

A

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N D

M E

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-2

-3

-2

2"

WP

HSS COL, SEE ELEV.

CL

CL

3/8" GUSSET PL.

HSS BRACE, SEE ELEV.

3/16

3/16

3/16

3/16

A.5GRID

3/4" ⌀ ERECTION BOLT

6"

WP

CL

CL

3/4" ⌀ ERECTION BOLT

3/8" GUSSET PL.

HSS COL,

SEE ELEV.

WF BEAM, SEE PLAN

WF BEAM,

SEE ELEV.

HSS BRACE,

SEE ELEV.

TYP SHEAR CONN.

SEE S-512

TYP SHEAR CONN,

SEE S-512

3/16

3/16

B.2GRID

1 11/1 6"

5 5/8"

WP

HSS COL, SEE ELEV.

HSS BRACE, SEE ELEV.

HSS BEAM, SEE ELEV.

CL

CL

3/16

3/16

3/16

3/16

B.2GRID

3/4" ⌀ ERECTION BOLT

6"

2"

STOREFRONT,

SEE ARCH

L8X4X1/2 LLH @

HEADER CONDITION

WALL CLADDING,

SEE ARCH HSS BEAM, SEE ELEVATION

A.5

CFMF BY DELEGATED ENGINEER

3/16 3-12

(3/16) 3-12

STAGGER T&B

L5x3x1/4 LLH @

SILL CONDITION

HSS BEAM,

SEE ELEV.

STOREFRONT,

SEE ARCH

CONCRETE WALL

SWEEP, SEE ARCH

WALL CLADDING,

SEE ARCH

A.5

3/16 3-12

(3/16) 3-12

STAGGER T&B

CFMF BY DELEGATED

ENGINEER

(2) 1/2" ⌀ HDG DIAA'S IN FACE

OF BRICK IN SCREEN TUBE

3/16

TYP HDG PL 1/2 X 12" X 1'-0"

3" 3"

2" 8" 2"

CL

CL

18.00°

CAULK SEAL GAP

CAULK SEAL PL

PERIMETER

2"

1'

/1 6"

2"

HDG 1/4" CAP PL

CAP PL1/2 X 12 X 1'-2" W/

(4)-3/4"Ø A325 BOLTS

W8X10 BEAM W/ SHEAR PL

CONN., SEE PLAN

W12 BEAM CONT. OVER

CAP PL, SEE PLAN

HSS COL., SEE PLAN

1 1/4" TYP.

3/16

CL

8" CMU WALL,

SEE PLAN

W10X30 GIRT, CONN. TO

WALL PER

8" 1-HR-RATED CMU WALL

CUT CMU AROUND GIRT

2"

1/ 2"

1/ 2"

2"

3" 6"

3"

#5 VERT CENTERED IN

SOLID GROUTED VERT. CELL

BOND BEAM @ 3'-4" OC

L8X6X1/2 X 1'-0" LONG EA. FACE

AT BOND BEAMS, TYP.

8" LEG

(2) 1/2" ⌀ DIAA'S IN GROUTED

OR UNGROUTED CELL. MAX.

(1) ANCHOR PER CELL.

EMBED.

4 1/2"

/E6 S-325

1/2" SPACE

5/

8"

5/ 8"

1/2" ⌀ DIAA AT 2'-0" OC,

STAGGERED EACH SIDE OF

FLANGE. PROVIDE LONG

SLOTTED HOLES

4 1/2" EMBED.

CL

(2

#5 C

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1' -4

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M W

8" CMU WALL, SEE PLAN

W10X30 GIRT AT PEMB SIDE AND

END WALLS, TYP. SEE SECTION

FOR ELEVATIONS

SHIM BTW. WALL & BEAM FLANGE

HVLS FAN, COORD W/

MECH & ARCH

CABLE BRACE TO

STRUCTURE AS REQ'D

BY FAN MFR.

HANGER STL BY FAN MFR.

Z-PURLINS BY PEMB MFR.

STEEL BEAM BY PEMB MFR. COORD.

LOCATION W/ FAN MFR.

3/16

TYP

HSS COL, SEE ELEV.HSS BEAM,

SEE ELEV.

WP

HSS BRACE SEE PLAN

HSS SHEAR CONN.

TYPE A, SEE DET.

/E1 S-513

3/8" X 6" X 6" SHEAR PL.

3/16

3/16

2"

HSS BEAM,

SEE ELEV.

WP

HSS BRACE SEE PLAN

HSS SHEAR CONN.

TYPE A, SEE DET.

/E1 S-513

3/8" X 6" X 6" SHEAR PL.

3/16

3/16

3"

HSS BEAM, SEE ELEV.

3/16

3/16

WP

1/4

HSS COL, SEE

PLAN & ELEV.

HSS BRACE,

SEE ELEV.

US Army Corps of Engineers ®

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A1

TYP TOP BRACE CONN. DETAIL

SCALE: 1" = 1'-0"

A4

TYP BOTT. BRACE CONN. DETAIL

SCALE: 1" = 1'-0"

A6

SHALLOW BOTT. BRACE CONN. DETAIL

SCALE: 1" = 1'-0"

E1

ENTRY TOWER HEADER DETAIL

SCALE: 1" = 1'-0"

C1

ENTRY TOWER SILL DETAIL

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

0 1 2 31

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

E3

TYP. BEAM-COL. BEARING DETAIL

SCALE: 1" = 1'-0"

E8

WASH BAY CMU WALL BRACING DETAIL

SCALE: 1" = 1'-0"

E6

SECTION AT CMU CONN. TO GIRT

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

C8

HVLS FAN DETAIL AT PEMB FRAMING

SCALE: = 1'-0"

0 2 42

1/2"

SCALE: = 1'-0"

0 1 21

1"

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

D3

HSS HORIZ. BRACE CONN. DETAIL - I

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

C3

HSS HORIZ. BRACE CONN. DETAIL - II

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

D6

HSS KICKER BRACE DETAIL

A

M E

N D

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-2

-3

-2

GRID

GRID

GRID 10

6'

3'

W.P.

WIND LOADS FOR DELEGATED DESIGN:

CASE 1 (V = 127 MPH W/ DOOR CLOSED)

Fx = +/- 25 KIPS Fy = +/- 101 KIPS

CASE 2 (V = 77.5 MPH W/ DOOR OPEN)

Fx = +/- 21 KIPS Fy = +/- 88 KIPS

Fy

Fx

CL

CL

PLENUM DOOR RAM BY VENDOR

PLENUM DOOR BY VENDOR

WF BEAM ELEVATION ALIGNED W/ DOOR RAM, ASSUMED

AT MID-HEIGHT OF PLENUM DOOR. VERIFY W/ MFR.

MAX DEPTH 19 INCHES

PAINT BOOTH COLUMN BY VENDOR, TYP.

13.62° *

3' - 4" *

1/2" CLR.

NOTES:

1. * VERIFY DIMENSION W/ PAINT BOOTH/ PLENUM DOOR

MFR. PRIOR TO PEMB DESIGN.

2. RAM ELEVATION ASSUMED TO BE MID-HEIGHT OF PLENUM

DOOR. VERIFY W/ MFR.

5'

1'

PAINT BOOTH WALL BY VENDOR, TYP.

Fy

Fx

HSS COLUMN BY PEMB MFR.

B

B5

S-201

B3

S-201

B8

S-201

B1

S-201

E8

S-324

3.7

C1

S-324

C4

S-324

E6

S-324

OPEN

EOD

EOD

EODEOD EOD

W

X

W12X14C6

S-324B.2

A.5 L3X3X1/4L3X3X1/4

B5

S-201

B3

S-201

B8

S-201

B1

S-201

3.7 21' - 7"

4" 4' - 1" 12' - 8 5/8" 4' - 1 3/8" 4"

4"

4' - 1" 4' - 3" 4' - 3" 4' - 2 5/8" 4' - 1 3/8"

W 8X

W 8X

W 8X

W

8X

W8X10

W 8X

W 8X

W 8X

W 8X

W

8X

W 8X

W

8X

W 8X

W 8X

W 8X

W 8X

W 8X

W

8X

W 8X

C1

S-324

C4

S-324

B.2

A.5

4'

9'

1"

4'

E3

S-325 C1

S-513

W8 T/STL EL

= 131' 4" TYP

1'

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

1'

1'

1'

EQ EQ

CL

HDG HSS 3.0X0.25

DIAG. BRACE, TYP

(10) LOCATIONS

C6X8.2 C6X8.2 C6X8.2

3'

3'

C6X8.2C6X8.2C6X8.2

C6X8.2

C6X8.2 C6X8.2

C6X8.2

BRACECL BRACE CL BRACE

CL

BRACE

CL

BRACE

A1

S-331

C-C

C-B

C-A

C-2 C-3 C-4

W X 1' 6"

W 8X 1' 6"

W 8X 1' 6"

W8X18 (121' - 6")W8X18 (121' - 6")

0"

0"

20' - 8" 15' - 5 7/8" 5' - 2 1/8" 20' - 8"

F1

S-326

F6

S-326

F3

S-326

1" D

IA

. R

OD

41' - 4"

W8X18 (121' - 6") W8X18 (121' - 6")

C X

C X

C10X20 C10X20

1" DIA. ROD

S-326

A3

S-326

C1

W10X12& & W10X12

PIPE 4 STD @ MAX 5'-0"

OC, SEE SECTION

CHAIN LINK FENCE

CHAIN LINK FENCE

GATE, SEE

ARCH.

S-326

A1

C-1

1" DIA. ROD

1" D

IA

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OD

1" D

IA

. R

OD

1" DIA. ROD

1" DIA. ROD

1" D

IA

. R

OD

1" DIA. ROD

1" D

IA

. R

OD

1" DIA. ROD

1" D

IA

. R

OD

C10X20 & W10X12

W X 1' 6"

W8X18 (121' - 6")

W8X18

(121'-6") (121'-6") (121'-6")

(1 '-6

(1 '-6

C3

S-332

TYP AT PIPE BEAM

ATTACHMENT

C3

S-332 SIM AT PIPE BEAM

ATTACHMENT

A1

S-332

A1

S-332

PS PS

PS

PS D1

S-332

1. CE INDICATES CHILLER ENCLOSURE.

2. FOR ARCH FEATURES NOT SHOWN, SEE SHEET AS501.

3. SEE SHEETS S-401 & S-402 FOR ENLARGED PLANS.

4. SEE SHEETS S-331 & S-332 FOR SECTIONS & DETAILS.

5. FOR REINF AT FOOTING INTERSECTIONS, SEE D4/S-501.

6. ALL STEEL SHALL BE HOT-DIPPED GALVANIZED UNO.

7. PS INDICATES PIPE SUPPORT CONNECTION HANGING

FROM CHILLER ENCLOSURE WF BEAM, SEE DETAIL

A1/S-332. SEE MECH FOR PIPE.

8. VERIFY ALL CT SUPPORT FRAME DIMENSIONS W/

EQUIPMENT FURNISHED PRIOR TO FABRICATION.

CHILLER ENCLOSURE NOTES:

US Army Corps of Engineers ®

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SCALE: 3/8" = 1'-0"

A1

PLENUM DOOR RAM DETAIL

SCALE: = 1'-0"

0 4 84

1/4"

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

A5

ENTRY TOWER LOW ROOF ENLARGED PLAN

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

A8

ENTRY TOWER ROOF FRAMING PLAN

SCALE: = 1'-0"3/8"

0 2 4 62

A

M E

N D

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-2

-3

-2

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

C4

CHILLER ENCLOSURE ROOF FRAMING PLAN

N

1 1

CAST-IN-PLACE

CONC. TIE BEAM OR

BOND BEAM

PLACE METAL LATH OR WIRE SCREEN OVER CELLS

NOT TO BE FILLED (FELT AND SHEET METAL ARE

NOT PERMITTED)

VERTICAL REINFORCING W/ ACI STANDARD HOOK AT

TOP OF WALL. PROVIDE MATCHING DOWELS IN

FOUNDATION AND LAP. SEE PLAN FOR SIZE AND

SPACING.

JOINT REINF AT 16" OC

CAULK EA. SIDE OF JOINTPROVIDE CENTERED OR

EACH FACE VERT. REINF

ON EA. SIDE OF MCJ TO

MATCH WALL REINF., TYP.

PREMOLDED RUBBER INSERT

NOTE: DISCONTINUE HORIZ. JOINT REINF. AT JOINT

HORIZ. BEAM REINF.

CORNER BARS TO MATCH

SIZE & QUANTITY OF BOND

BEAM REINF.

GROUT

3-VERT BARS AT

CORNER, TYP

TYP.

2' - 0" LAP MIN.

METAL LATHE

CMU WALL

HORIZ. BOND

BEAM REINF.,

SEE DETAILS

DOUBLE CORNER BAR TO

MATCH HORIZ. BOND BEAM

REINF. GROUT FILL

MCJ CONT. BOND BEAM W/ 1-#

5 EA. FACE TYP., UNO

REINF. EA. SIDE OF MCJ TO

MATCH WALL REINF., TYP, UNO

LINTEL REINF. SEE

SCHEDULE, S-515

TYPICAL

DOOR

OPENING

TYPICAL

OPENING

VERTICAL REINF, SEE PLAN

HORIZONTAL BOND BEAM,

SEE SECTIONS

CAST-IN DOWEL TO

MATCH VERT REINF

L A

P S

E E

S -6

1-#5 EACH FACE

2' - 10"2' - 10"

PROVIDE CLEANOUT AND

INSPECTION HOLES AT BOTT.

OF CMU WALL AT REINF.

NOTES:

1. SEE PLAN FOR VERTICAL REINFORCING. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.

TOP OF WALL

JAMB REINF. SEE

D1 & D5 ON S-516

LINTEL REINF. SEE

SCHEDULE, S-515

L A

P S

E E

S -6

B/WALL

SEE PLAN

B/WALL

SEE PLAN

STD. HOOK, TYP. AT

TOP OF WALLS

BOTH BARS CONT. THRU MCJ

ONE BAR CONT. THRU MCJ, TYP. AT

BOND BEAMS, UNO

CMU WALL,

TYP.

MTL. DECK

TYP.

JOIST BRIDGING PER

SJI

JOIST

L3x3x1/4 x 1'-0" LG W/ (2) 5/8"Ø

DISA'S (4" EMBED) TYP IN GROUTED

CELLS OR CIP CONCRETE

VERT. BAR POSITIONERS; LOCATE AT TOP

OF FIRST COURSE, AND ONE COURSE

BELOW TOP OF WALL.

VERT. REINF. SEE

PLAN

GROUT

CENTERED REINF. EACH FACE REINF.

C L R

E Q

E Q

STL DECK SEE PLAN

NON-LOAD BEARING INT'R

CMU WALL, SEE PLAN

/2

L3X3X12GA x CONT EA. SIDE

OF WALL W/ #12 TEK SCREWS

INTO STL DECK @ 12" O.C.

INSTALL TIGHT TO WALL BUT

DO NOT ATTACH.

FILL GAP W/ MINERAL WOOL

INSULATION WHERE REQD FOR FIRE

RATING. COORD W/ ARCH.

INTERIOR NON-LOAD BEARING

CMU WALL w/ #5 @ 40" OC MAX.

DIAA, 4" MIN. EMBED.

L A

P P

E R

S C

H

1' - 6"

CONC SLAB

SEE PLAN

(2) #4 CONT & #4 @

12" OC TRANSV.

C L R

METAL DECK, SEE

PLAN

REINF. SEE SECTION

CMU WALL

M

IN

T/RAKE BEAM VARIES

SEE PLAN

S T

E P

1 ' - 8 "

B O

N D

B E

A M

1'

C M

U

T/METAL DECK

S-514

B3 TYP AT BOND BEAM STEP

8" 8"

CL

CL

8" 8"

8" CMU WALL AT COL.

CENTERLINE, SEE PLAN

SOLID GROUTED JAMB W/

1-#5 VERT.HSS COL, SEE PLAN

4" CMU WRAP, ALTERNATE

COURSES IN RUNNING

BOND

SEE ARCH.

8 9/16"

3/8" X 8" X 8" HOT DIP

GALV. BENT PL. CONT.

5/8" ⌀ DIAA AT 24" OC INTO

SOLID GROUTED BOND BEAM

BRICK VENEER*, SEE ARCH.

8" OR 12" CMU WALL, SEE PLAN

6"

EMBED.

5 5/8"

*MAXIMUM 16 FT HEIGHT OF BRICK SUPPORTED BY THIS CONFIGURATION

STL PURLIN BY PEMB MFR.

NON-LOAD BEARING

CMU WALL, SEE PLAN

L5X3X1/4 (LLV) x CONT EA. SIDE

OF WALL. INSTALL TIGHT TO

WALL BUT DO NOT ATTACH.

FILL GAP W/ MINERAL WOOL

INSULATION WHERE REQD FOR FIRE

RATING. COORD W/ ARCH.

1/

2"

3/16

TYP

US Army Corps of Engineers ®

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S-514

M A

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A

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F O

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IN

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L O

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P O

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A

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F A

C

IL

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L

O C

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SCALE: N.T.S.

E1

TYP MASONRY WALL CONSTRUCTION

SCALE: N.T.S.

B1

CMU CONTROL JOINT DETAIL

SCALE: N.T.S.

D3

CMU BOND BEAM CORNER DETAIL

SCALE: N.T.S.

B3

TYP STEPPED BOND BM DETAIL

SCALE: N.T.S.

E3

CMU WALL REINF. ELEVATION

SCALE: N.T.S.

A3

JOIST BRIDGING DETAIL

SCALE: N.T.S.

D1

CMU - VERT CELL REINF DETAIL SCALE: N.T.S.

D8

INT'R NON-LOAD BRG WALL SECTION

SCALE: N.T.S.

A6

TYP. INT'R NON-LOAD-BRG. CMU WALL

FDN. DETAIL

SCALE: N.T.S.

E7

ROOF CONCRETE TIE BEAM STEP DETAIL

SCALE: N.T.S.

D6

HSS COL WRAP DETAIL

SCALE: N.T.S.

A8

BRICK SHELF ANGLE DETAIL

SCALE: N.T.S.

B8

EXT'R NON-LOAD BRG WALL SECTION

A

M E

N D

M E

N T

-3

-2

-3

-2

1 1

4" 3' - 4" 1' - 0"

1' - 6"

ALL ROOM SIGNS, LIGHT SWITCHES

AND THERMOSTATS TO BE

LOCATED WITHIN THIS SPACE

UNLESS OTHERWISE NOTED

FINISHED WALL

VERIFY MINIMUM 18" CLEAR FROM DOOR

STRIKE TO INTERSECTING WALL FOR

ACCESSIBLE COMPLIANCE. NOTIFY

CONTRACT OFFICER FOR NON-

COMPLIANCE BEFORE SETTING DOOR

FRAME AND WALL LOCATIONS.

TYP. DOOR JAMB LOCATION

UNLESS DIMENSIONED

OTHERWISE.

MIN.

2' - 0"

3' - 0" MIN.

3' - 8" MIN.

IF

C

LO

S

E R

P R

O V

ID

E

D

4'

M

IN

H

IN

G E

A P

P R

O A

C H

4'

M

IN

H

IN

G E

A P

P R

O A

C H

5'

M

IN

.4"

MIN.

1' - 10"

IF

C

LO

S

E R

A N

D L

A T

C H

P R

O V

ID

E

D

3'

M

IN

4'

M

IN

4"

MIN.

1' - 0"

MIN.

1' - 6"

5'

M

IN

INDICATES

APPROACH

DIRECTION

MIN. REQUIRED CLEAR

WIDTH BETWEEN DOOR (90

DEGREE OPEN POSITION)

AND THE FACE OF WALL

A MINIMUM 3'-0" DOOR IS REQUIRED TO

PROVIDE THE REQUIRED 2'-8" MINIMUM

CLEAR WIDTH @ DOORWAYS

CLEAR

FLOOR

SPACE

90.00°

90.00°

ABA 404.2.4.1

90.00°

90.00°

M

IN

90.00°

.00

M

IN

90.00°

ABA 404.2.6

M

IN

.00

VERIFY MINIMUM 48" CLEARANCE FOR

ACCESSIBLE COMPLIANCE. NOTIFY

CONTRACT OFFICER FOR NON-

COMPLIANCE BEFORE SETTING DOOR

FRAME AND WALL LOCATIONS.

5' - 0" ø

2'

3'

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

5' - 0"

5'

ABA 304.3.2

W

ID

T H

C

LR

2'

M

IN

MAX

2' - 1"

MIN

8"

MIN

11"

M

IN

2'

"M

IN9"

ABA 306.3

T O

S P

O U

T

M A

X

LE

A

D

IN

G E

D G

E

B .O

ALCOVE WIDTH

48" MIN.

FLOOR SPACE

30" CLR

6" MIN. 11" MIN.

8" MIN.

9" M

IN

M

IN

T O

S P

O U

T

M A

X

ALCOVE DEPTH

24" MAX.

FRONT VIEW SIDE VIEW

ABA 307 & 602

PLAN VIEW SIDE VIEW

B

.O . M

IR

R

O R

M A

X

M

IN

M A

X

9" M

IN

25" MAX

17" MIN.

6" MIN. 11" MIN.

48" MIN.

M

IN

19" MAX.CLEAR

FLOOR

SPACE

R E

F

LE

C T

IV

E

S U

R F

A C

E

M

IN

. T O

T O

P O

F

M A

X

9" M

IN

M A

X

BOTTOM OF SKIRT,

IF APPLICABLE

INSULATE EXPOSED

PIPES

M

IN

FRONT VIEW

BOTTOM OF

REFLECTIVE

SURFACE

ABA 606

(F.E.) (F.E.C.)

T O

P O

F F

.E

M A

X

ABA 305 & 308

STANDARD STALL

M

IN

M

IN

M

IN

M

IN

M

IN

60" MIN.

M

IN

MAX.

12" 42" MIN.

ABA

56" MIN.

FRONT VIEWSIDE VIEW

MAX.

12" 42" MIN.

54" MIN.

36" MIN.

12" MIN.

TOILET PAPER LOCATION

16" - 18"

* TOP OF GRAB BARS GRIPPING

SURFACE SHALL NOT EXCEED 36"

8"

250 FT./LB. MIN.

FORCE IN ANY

DIRECTION

PROVIDE METAL BLOCKING AS

REQUIRED AT GRAB BARS TO

WITHSTAND A DOWNWARD

LOAD OF AT LEAST 250 LBF,

WHEN TESTED ACCORDING TO

METHOD IN ASTM F 446.

6"

CL

CL

NOTE: FLUSH VALVE SHALL BE

LOCATED ON WIDE SIDE OF STALLS

ABA 604.3.1

UFC 1-200-01

ABA 604.5

PLAN VIEW SIDE VIEW

M

IN

30" MIN.

M A

X

" 44

M

A X

MIN.

13 1/2"

M A

X

RIM EXTENDS

13 1/2" FROM

WALL MIN.

M A

X

FRONTVIEW

ABA 605.2

8" M

A X

TOILET ACCESSORIES

HAND DRYER

SANITARY NAPKIN

DISPENSER

GARMENT

HOOK

SOAP DISPENSER

PAPER TOWEL

DISPENSER

COMBO TOWEL/

WASTE UNIT

17" - 25"

M

IN

M

A X

BABY CHANGING

STATION

8" M

A X

M A

X

ABA 305 & 308

PLAN VIEW SIDE VIEW

36"

MAX.

1 1/2" 4" MAX.

36" MIN.

M

IN

M A

X

1/

2"18

M

IN

CONTROL

WALL

SEAT WALL

MAX.

4"

M A

X

M

IN

M A

X

M A

X

CONTROLS &

HAND SHOWER

ACCESSIBLE TRANSFER TYPE SHOWER

36x48 CLEAR

FLOOR SPACE

60" TURNING

SPACE

ABA 608.2.1 ABA 608.5.1

MAX

2' - 0"

MIN

4' - 0"

MAX

2' - 0"

C L E

A R

M

IN

C L E

A R

M

IN

4' - 0"

2'

ABA 403.5.1ABA 305.3

8" 8" 8" 8" 8" 8" 8" 8"

8"

8" 8"

COUNTER DEPTH

24" MAX.

COUNTER & UNDERCOUNTER

OVER COUNTER

OUTLET

COMMON POWER

DATA/ AV CLUSTER

ISOLATED GROUND

POWER OR TELEPHONE

TYPICAL POWER GROUPING

ABOVE MILLWORK

PROVIDE GROMMETS

@ EACH GROUPING

WORK-SURFACE

TYPICAL POWER GROUPING

BELOW MILLWORK

PROVIDE GROMMET HOLE

@ EACH. GROUP

UNDER COUNTER OUTLET

8"

" 8" 8"

TYPICAL POWER GROUPING

COMMON POWER

DATA

ISOLATED GROUND

POWER OR PHONE

THERMOSTAT

LIGHTSWITCH

& DIMMERS

TYPICAL PHONE /

THERMOSTAT / SWITCH /

OUTLET / VISUAL ALARM

GROUPINGS AT CORNERS

EDGE OF WALL

VISUAL ALARM/

STROBE

8" 6"

6"

EQ EQ

THERMOSTAT

LIGHTSWITCH

& DIMMERS

TYPICAL PHONE / THERMOSTAT /

SWITCH / OUTLET / VISUAL ALARM

GROUPINGS BETWEEN DOORS,

COLUMNS AND OPENINGS

WALL, COLUMN

OR OPENING

VISUAL ALARM/

STROBE

THERMOSTAT

6" 7"

TYPICAL PHONE / THERMOSTAT / SWITCH /

OUTLET / VISUAL ALARM GROUPINGS AT

DOORS AND OPENINGS

VISUAL ALARM/ STROBE

LIGHT SWITCH

ABA 305 & 308

US Army Corps of Engineers ®

SHEET ID

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BIM 360://3012011031_F22 LOW OBSERVABLE FACILITY LOCRF/3012011031_LOCRF_A_R19.rvt

1/26/2022 8:19:25 PM

A-002

A B

A A

C C

E S

S

IB

IL

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F

-2 F

O R

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

F1

DOOR CLEARANCES

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

F8

TURNING CLEARANCE

SCALE: 3/8" = 1'-0"

F9

TOE & KNEE CLEARANCE

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

D1

ELECTRIC WATER COOLER

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

D3

LAVATORIES

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

B6

FIRE EXTINGUISHERS

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

D6

TOILET STALLS & GRAB BARS

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

D9

URINALS

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

B1

TOILET ACCESSORIES

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

B4

SHOWER STALLS

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

B8

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

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

A1

POWER GROUPING

POWER/DATA GROUPING

MOUNTING GUIDELINES

PLUMBING FIXTURES

CLEARANCE

A

M E

N D

M E

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-3

-2

-3

-2

SCALE: = 1'-0"

0 4 84

1/4"

PARTITION TYPES GENERAL NOTES

A. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED GYPSUM BOARD WALLS,

TAPE & SEAL WITH FIRE STOPPING SEALANT, WHERE STRUCTURAL MEMBERS

PENETRATE FIRE-RATED CMU OR CONCRETE WALLS, SEAL WITH FIRE STOPPING

SEALANT.

B. PROVIDE MINIMUM 20 GAUGE METAL BACKING AS REQUIRED FOR INSTALLATION OF

EXTINGUISHER CABINETS, MESSAGE BOARDS, TOILET ACCESSORIES, TOILET

PARTITIONS, WALL AND BASE CABINETS, ACCESS PANELS, ELECTRICAL AND FIRE

PROTECTION SYSTEM PANELS, UNLESS OTHERWISE NOTED

C. ALL METAL STUDS AND BRACING SHALL BE 20 GAUGE UNLESS NOTED OTHERWISE.

REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

D. REFERENCE DRAWINGS FLOOR PLANS A-101 THRU A-101E FOR PARTITION TYPE

LOCATIONS.

E. PROVIDE METAL STUD DIAGONAL BRACING @ 4'-0" O.C. (ALTERNATE DIRECTIONS) TO

UNDERSIDE OF METAL DECK FOR ALL WALLS GREATER THAN 16'-0" IN HEIGHT.

F. ALL PARTITIONS DESIGNATED AS STC-45 (MINIMUM) OR AS STC-50 (MINIMUM) SHALL

BE SUBJECT TO TESTING TO DETERMINE STC VALUES. STC (SOUND TRANSMISSION

CLASS) VALUES ARE BASED ON PERFORMANCE OF SPEECH FREQUENCIES FROM

125-4000Hz.

G. SEE DRAWING A-009 - A-010 FOR TYPICAL PENETRATION DETAILS THROUGH FIRE-

RATED PARTITIONS.

H. FOR ALL GYPSUM BOARD PARTITIONS DESIGNATED AS STC-45, AT MINIMUM, PROVIDE

ONE LAYER OF MINIMUM THICKNESS 5/8" TYPE "X" DRYWALL APPLIED TO EACH SIDE

OF 3-5/8" METAL STUDS MAXIMUM 24" O.C. WITH 1" TYPE "S" DRYWALL SCREWS 4" O.C.

TO EDGE OF VERTICAL JOINTS AND 12" O.C. TO INTERMEDIATE STUD. ADDITIONAL

FACE LAYER (OR LAYERS IF 2 LAYERS APPLIED EACH SIDE FOR STC-50 WALLS) OF 5/8"

TYPE "X" DRYWALL APPLIED ON ONE OR BOTH SIDES WITH LAMINATING COMPOUND

AND ATTACHED WITH 1-3/8" TYPE "S" DRYWALL SCREWS 8" O.C. TO EDGES AND SIDES

AND 12" O.C. TO INTERMEDIATE STUDS. STAGGER JOINTS 24" O.C. EACH LAYER AND

SIDE. MINIMUM 3-1/2" OF GLASS FIBER INSULATION IN CAVITY.

I. PROVIDE CEMENTITIOUS BACKER UNITS (AT SHOWER WALLS) OR WATER RESISTANT

GYPSUM BOARD (AT ALL OTHER TOILET OR RESTROOM WALLS) ON WET SIDE WALL.

J. AT PENETRATIONS OF STC RATED WALLS, WHERE FIRE STOPPING SEALANT IS NOT

REQUIRED, PROVIDE LOW PRESSURE SELF-EXPANDING FOAM SEALANT TO

ELIMINATE FLANKING PATHWAYS FOR SOUND.

K. ALL SECURE PARTITIONS SHALL BE CONTINUOUS FROM FLOOR TO CEILING. SEAL

PARTITION CONTINUOUSLY WITH ACOUSTICAL FOAM OR SEALANT (BOTH SIDES) AND

FINISHED TO MATCH WALL WHEREVER IT ABUTS ANOTHER ELEMENT SUCH AS THE

FLOOR, CEILING, WALL, COLUMN, OR MULLION. UNIFORMLY FINISH WALL FROM TRUE

FLOOR TO TRUE CEILING. SEE SHEET A-004.

L. SEE SHEET A-008 FOR ADDITIONAL WALL INFORMATION.

LEGEND:

INDICATES TYPE OF PARTITION :

F = FURRING METAL STUD

S = METAL STUD

M = MASONRY

S 1 A

INDICATES VARIATION OF

PARTITION STRUCTURE

INDICATES VARIATION OF

PARTITION WITH THE

SAME STRUCTURE, AND

VARYING PROPERTIES

PARTITION TYPE SYMBOL

BASE

PLAN

HEAD

CEILING

GWB OR CBU - BOTH SIDES,

SEE SCHEDULE BELOW

HOLD GWB 1/2" OFF FINISH FLOOR

TYPICAL, NO EXCEPTIONS

SCHEDULED WALL BASE

SCHEDULED CEILING

SEE HEAD DETAIL IN

SCHEDULE BELOW

SOUND ATTENUATION

BATT WHERE SCHEDULED

METAL STUD BRACE TO STRUCTURE @ 48"

O.C. MAX. ALTERNATING SIDES

TYPE FIRE RATING STC FILL

FRAME

S2A

UL TYPE SIZE

SIDE A

TYPE SIZE

SIDE B

TYPE SIZE HEAD BASE COMMENTS

GWB OR CBU AS NOTED

METAL STUDS

CEILING - SEE FINISH

SCHEDULE, PROVIDE

40+ CAC ACT IN

ACOUSTICALLY

SENSITIVE SPACES.

M

IN

F.F.L.

DECK ABOVE

SOUND ATTENUATION

BATT WHERE SCHEDULED

STUD BRACE TO

STRUCTURE @ 4'-0" O.C.

GWB OR CBU AS NOTED

METAL STUDS

CEILING - SEE FINISH SCHEDULE

F.F.L.

DECK ABOVE

SOUND ATTENUATION BATT

WHERE SCHEDULED

SEAL UNDERSIDE OF

DECK - BOTH SIDES

TYPE FIRE RATING STC FILL

FRAME

S1A -- 40

S1B -- 40

S1C -- --

S1D -- 40

RESILIENT JOINT W/

NON-HARDENING

SEALANT

UL TYPE SIZE

20 GA 3 5/8"SND ATT.

SND ATT.

SIDE A

TYPE SIZE

5/8"GWB

SIDE B

TYPE SIZE

5/8"GWB

HEAD BASE COMMENTS

S1E

S1F

S1G

S1H

S1J

SND ATT.

SND ATT.

20 GA

20 GA

20 GA

20 GA

20 GA

20 GA

20 GA

20 GA

6"

3 5/8"

3 5/8"

3 5/8"

3 5/8"

6"

6"

6"

GWB

GWB

GWB

CBU

GWB

GWB

GWB

CBU

5/8"

5/8"

5/8"

5/8"

1/2"

5/8"

1/2"

5/8"

5/8"

5/8"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

GWB

GWB

CBU

CBU

CBU

CBU

CBU

CBU

TYPE FIRE RATING STC FILL

FRAME

S3A -- -

S3B -- -

UL TYPE SIZE

20 GA 3 5/8"

SIDE A

TYPE SIZE

5/8"GWB

SIDE B

TYPE SIZE

5/8"GWB

HEAD BASE COMMENTS

20 GA 3 5/8" GWB 5/8" 1/2"CBU

BASE

PLAN

HEAD

CEILING

BASE

PLAN

HEAD

CEILING

BASE

PLAN

HEAD

CEILING

HOLD GWB 1/2" OFF FINISH FLOOR

TYPICAL, WHERE REQUIRED FOR

SOUND ATTENUATION

SCHEDULED WALL BASE

SCHEDULED CEILING

SEE HEAD DETAIL IN SCHEDULE

BELOW

SOUND ATTENUATION BATT WHERE

SCHEDULED

METAL STUD BRACE @ 48"

O.C. MAX. EXTEND BRACE

AND SECURE TO ADJACENT

STUD WALL, STEEL COLUMN

OR CONCRETE WALL

GWB OR CBU, SEE SCHEDULE

BELOW

TYPE FIRE RATING STC FILL

FRAME

F1A -- 40

F1B -- --

F1C -- --

F1D -- --

UL TYPE SIZE

20 GA 3 5/8"SND ATT.

SIDE A

TYPE SIZE

5/8"GWB

SIDE B

TYPE SIZE HEAD BASE COMMENTS

F1E --

20 GA

20 GA

20 GA

20 GA

6"

3 5/8"

3 5/8"

GWB

GWB

GWB

CBU

5/8"

5/8"

5/8"

1/2"--

1 1/2"

SMOKE PARTITION

SMOKE PARTITION

F.F.L.

F.F.L.

HOLD GWB 1/2" OFF

FINISH FLOOR TYPICAL,

NO EXCEPTIONS

3 5/8" METAL STUD BRACE TO STRUCTURE

@ 48" O.C. MAX. ALTERNATING SIDES

HOLD GWB 1/2" OFF FINISH FLOOR

TYPICAL, NO EXCEPTIONS

NOT USED

OMIT SOUND ATT.

OMIT SOUND ATT.

OMIT SOUND ATT.

OMIT SOUND ATT.

OMIT SOUND ATT.

D7

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D3 SIM.

D3 SIM.

D3 SIM.

SEAL PENETRATIONS

SEAL PENETRATIONS

SEAL PENETRATIONS

SEAL PENETRATIONS

RESILIENT JOINT WITH NON-HARDENING SEALANT

RESILIENT JOINT WITH NON-

HARDENING SEALANT

SEAL PENETRATIONS

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DECK TYPE,

REF: STRUCT.

SEALANT EA.

SIDE

STANDARD RUNNER

TRACK

STUD WIDTH PER

PARTITION TYPE

COMPRESSIBLE

FILLER

5/8" GYP. BD.

PERPENDICULAR TO DECK

RIBS, OR FLAT CONC. DECK

PARALLEL TO DECK RIBS

ACOUSTICAL DECK

CLOSURE

SOUND ATTENUATION

BATTS

(PARTITION TO DECK - ACOUSTIC RATED)

0'

0'

DECK TYPE,

REF: STRUCT.

STANDARD RUNNER

TRACK

STUD WIDTH PER

PARTITION TYPE

5/8" GYP. BD.

PERPENDICULAR TO DECK

RIBS, OR FLAT CONC. DECK

PARALLEL TO DECK RIBS

DEEP LEG EXPANSION

TRACK, DO NOT

FASTEN TO PARTITION.

FASTEN TRACK TO

METAL DECK

NO GYP. BD.

@ SIM.

(PARTITION EXPANSION @ DECK)

0'

0'

DECK TYPE,

REF: STRUCT.

STANDARD RUNNER

TRACK

STUD WIDTH PER

PARTITION TYPE

5/8" GYP. BD.

PERPENDICULAR TO DECK

RIBS, OR FLAT CONC. DECK

PARALLEL TO DECK RIBS

DEEP LEG EXPANSION

TRACK, DO NOT

FASTEN TO PARTITION

NO GYP. BD.

@ SIM.

FIRE SEALANT,

EA. SIDE

FIRE SAFING

(PARTITION EXPANSION @ DECK - FIRE RATED)

0'

0'

(2) LAYERS 5/8"

GYP. BD. @ 2 HR.

WALLS

NOTE:

ALTERNATING BRACING

REQUIRED AT 48" O.C. MAX.

PERPENDICULAR TO DECK

RIBS, OR FLAT CONC. DECK

PARALLEL TO DECK RIBS

DECK TYPE,

REF: STRUCT.

CMU WIDTH PER

PARTITION TYPE

CONT. 2 -1/2"x2-1/2"

METAL ANGLE 22GA

ATTACH TO PLATE

OR STEEL DECK @

12"O.C. MAX

(CMU PARTITION TO DECK)

CONT. 10" WIDE

METAL PLATE 22GA

ATTACH TO DECK

0'

0'

NOTE:

VERIFY STRUCT. FOR

LOAD BEARING

CONDITIONS.

PERPENDICULAR TO DECK

RIBS, OR FLAT CONC. DECK

PARALLEL TO DECK RIBS

DECK TYPE,

REF: STRUCT.

CMU WIDTH PER

PARTITION TYPE

CONT. 2 -1/2"x2-1/2"

METAL ANGLE 22GA

ATTACH TO PLATE

OR STEEL DECK @

12"O.C. MAX

(CMU PARTITION TO DECK - FIRE RATED)

CONT. 10" WIDE

METAL PLATE 22GA

ATTACH TO DECK

NOTE:

VERIFY STRUCT. FOR

LOAD BEARING

CONDITIONS.

GROUT FILL OR

FIRE SAFING AT

FIRE RATED WALLS

DECK TYPE,

REF: STRUCT.

STANDARD RUNNER

TRACK

STUD WIDTH PER

PARTITION TYPE

5/8" GYP. BD.

ALTERNATE TO

CONTINUE STUD TO

DECK, VERIFY WITH

STRUCT. ENG.

SOUND ATTENUATION

BATTS @ SOUND

RATED PARTITIONS

LAP SOUND ATTENUATION

BATTS 1'-0" EACH SIDE @

SOUND RATED PARTITIONS

(PARTITION TERMINATED ABOVE CEILING -

ACOUSTIC AND NON-ACOUSTIC SHOWN)

0'

REFER TO

REFLECTED CEILING

PLANS FOR CEILING

TYPE

BRACING @ 48" O.C. MAX.

3" x 2" x 3/16" STL. TUBE POST

@ 4'-0" O.C. MAX. WELDED TO

BASE PLATE

4-3/4" x 9" x 1/4" STL. BASE PLATE

W/ 4 1/2" DIA. EXP. ANCHORS

W/ 2 1/4 MIN. EMBEDMENT

CONT. 4 3/4" x 1/4" STL. PLATE

WELDED TO POSTS

1'

1/

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SECTION

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0' - 4 3/4"

(PARTITION - FREE STANDING SUPPORT)

VAPOR AND MOISTURE PROTECTION LEGEND

MATERIAL

UNDER SLAB VAPOR RETARDER

REFERENCE SPECIFICATION TYPICAL LOCATION APPLICATION

03 30 00 UNDER CONCRETE SLAB PER SPECIFICATION

BENTONITE WATERPROOFING 07 17 00 AT EXTERIOR FACE OF FOUNDATION WALLS/FOOTINGS UNDER GRADE PER SPECIFICATION

SELF-ADHERING ROOF UNDERLAYMENT,

HIGH TEMPERATURE

07 22 00 UNDER ROOFING SYSTEM, STANDING SEAM ON TOP OF PROTECTION BOARD OVER INSULATION, UNDER STANDING SEAM ROOFING SYSTEM

SELF-ADHERING AIR BARRIER 07 27 19.01 AT EXTERIOR OPENINGS, AND ON ROOF STRUCTURE APPLIED AT OPENINGS AND PENETRATIONS, EXTERIOR

WRAP TO INTERIOR, AND ON TOP OF PROTECTION

BOARD SECURED TO METAL ROOF DECKING

FLUID-APPLIED MEMBRANE AIR BARRIER 07 27 26 ON EXTERIOR WALLS APPLIED TO EXTERIOR FACE OF MASONRY OR

EXTERIOR SHEATHING

MODIFIED BITUMINOUS MEMBRANE

ROOFING

07 52 00 AT LOW-SLOPE MODIFIED BITUMEN ROOFS PER SPECIFICATION

PAINT 09 90 00 ON INTERIOR WALLS APPLIED ON INTERIOR WALLS BETWEEN ZONES,

CONTINUOUS FROM FLOOR TO UNDERSIDE OF DECK

LEGEND NOTES:

1. INSTALLATION OF ALL MATERIALS TO FORM A COMPLETE, AIR-TIGHT, CONTINUOUS BARRIER SYSTEM FOR THE ENVELOPE OF THE FACILITY.

2. SEE INDIVIDUAL SPECIFICATION SECTIONS FOR FURTHER REQUIREMENTS AND INFORMATION.

3. CONTRACTOR RESPONSIBLE FOR SELECTING SYSTEM COMPONENTS THAT ARE COMPATIBLE WITH EACH OTHER.

4. SEE SPECIFICATION SECTION 07 27 10.00 10 FOR BUILDING AIR BARRIER SYSTEM REQUIREMENTS.

5. SEE SPECIFICATION SECTION 07 05 23 FOR PRESSURE TESTING OF AIR BARRIER SYSTEMS FOR AIR TIGHTNESS.

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

D1

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

D3

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

D5

HEAD 02-TDFR

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

A5

HEAD 05-TD

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

A3

HEAD 05-TDFR

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

D7

HEAD 07-AC

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

A1

HEAD 09-AFF

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01 1

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C1

A-201

A1

A-303

2198 SF

LO HALLWAY

124A

1955 SF

PANEL SPRAY ROOM

1956 SF

BONDING/LAYUP AREA

1938 SF

DAMAGE

REMOVAL/PREPARATION

AREA

47 SF

AIR SHOWER

342 SF

LAUNDRY /

RESPIRATOR ROOM

269 SF

WOMEN DIRTY

LOCKER ROOM

231 SF

WOMEN CLEAN

LOCKER ROOM

164 SF

WOMEN SHWR

531 SF

MEN DIRTY LOCKER

ROOM

376 SF

MEN SHWR

251 SF

WOMEN RR

305 SF

MEN RR

472 SF

MEN CLEAN LOCKER

ROOM

599 SF

BREAK ROOM

43 SF

TELEPHONE

768 SF

COMPUTER ROOM

348 SF

LO/CRF STAFF

429 SF

CONFERENCE ROOM

348 SF

FABRICATIONS FLIGHT

43 SF

TELEPHONE

1032 SF

ADMIN HALLWAY

112 SF

VEST

114 SF

COMM

99 SF

ELEC

53 SF

JAN

OVEN

(GFCI)

SMALL PARTS

PAINT BOOTH

(CFCI)

SEE

SPECIFICATION

11 52 00

SANDING

BOOTH

(GFCI)

MECHANICAL YARD

67 SF

AIR SHOWER

46 SF

STORAGE

8'

6'

1'

3'

8'

4'

8'

3'

8'

4'

8'

4'

8'

4'

6' - 0" 8' - 0" 7' - 5" 1' - 9" 8' - 0" 3' - 6 1/8" 3' - 4" 8' - 0" 4' - 8" 8' - 0" 4' - 8" 8' - 0" 6' - 0" 8' - 0" 5' - 4" 8' - 0" 4' - 0"

MATCHLINE

SEE A1/A101B

M A

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S E

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1/ A

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M A

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MATCHLINE

SEE A1/A101B

2 54 8 9

A

B

F

C

E

21' - 5" 21' - 4" 25' - 3" 34' - 8" 48' - 0"

100B

142B

143B

141B

141E

142E

108B

114B

113B

143A 142C

141C

142D 141D

113A

114A

143C 142A

141A

100A

108A

101A

A6

A-311

A4

A-311

E1

A-304

RECYCLING

AREA

A.5

B.2

D

G 3.7

39' - 8" 27' - 0 3/4"

7'

3'

2'

8'

A-401

A1

A1

A-304

A-402

E1

A-403

D1

AS501

A1

W2W2W1W1W1

W1

W1

W1

W1

W1

W1

W1

S1A

S1A

A1

A-313

S1B

S1AS1A

S1AS1A

S1A

S1B

S1A

F1A

F1A

S1A

S1B S1B

S1DS1D

S1D

F1C F1CF1C

S1E

S1E

S1ES1E

S1B

S1E

S1E

S3A

S3A

S3A

S3A

S3A

S1C

M1F M1BS1C

M1C

S1B S1A

S1A

M1B

S1C

S1CS1C

S1C

S1H

S1C

S1CS1C

M1F

S1C

S1C

S1C

F1E

S1ES1E

F1E

S1J

F1CS1HS1C

S1H

S1H

S1H

S1E

S1HS1H

S1B

F1EF1E

S1HS1G

F1E

S1G

S1H

S1ES1ES1ES1E

S1E

S1G

S1J

S1H F1E

F1B

F1B

F1B

F1B

F1B

F1D

F1B F1B

F1B

M1F M1F M1F

M1B

M1B

M1F

M1C

M1B

M1F

2'

3'

7'

A-501

D1

A-501

F1

7' - 0"

A1

A-314

CLEAR

8' - 0"

6'

33' - 9"

37' - 4"37' - 4"37' - 0"

M1CM1C

30' - 7 1/4" 3' - 4" 2' - 8" 3' - 4" 10' - 0" 8' - 0" 9' - 4" 3' - 4" 3' - 4" 3' - 4" 10' - 0" 8' - 0" 9' - 4" 3' - 4" 3' - 4" 3' - 4" 10' - 0" 8' - 0" 10' - 0"

A-501

F9

A-501

F9

SIM.

5'

7'

C.L.

SEMI-RECESSED

KNOX BOX

S1A

3'

D.S. - DISCHARGE

BELOW GRADE

FUME HOOD

REFER TO

MECHANICAL

A5

A-702 23 23 23 23

3'

3' - 0"3' - 0"

7'

3'

14' - 0"

A-702

A1

7" 5'

/2

34' - 11 1/2" 4 1/4"

13' - 8"

E Q

E Q

E Q

E Q

5' - 2" 12' - 3 1/2"

13' - 8"

13' - 8"

5'

1"

PARTITION LEGENDGENERAL SHEET NOTES

FLOOR PLAN LEGEND & SHEET NOTES

A. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF SHEATHING OR CONCRETE U.N.O.

B. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD U.N.O.

C. ALL INTERIOR PARTITIONS SHALL BE AS TAGGED. SEE PARTITION TYPE DETAILS FOR MORE INFORMATION.

SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON OVERALL FLOOR PLANS.

D. PROVIDE 5/8" CEMENTITIOUS BACKER UNITS IN LIEU OF TYPICAL GWB AT ALL TILE AREAS INCLUDING, BUT

NOT LIMITED TO:

A. BATHROOMS

B. SHOWER AREAS

E. PROVIDE 5/8" MOISTURE RESISTANT GWB ABOVE TILE IN WET AREAS, AND IN LOCKER ROOMS.

F. EXTEND SMOKE BARRIER PARTITION WALLS TO BOTTOM OF UPPER FLOOR STRUCTURE.

G. EQUIPMENT IS SHOWN AND LABELED IN DRAWINGS FOR PLANNING PURPOSES ONLY. REFER TO A-011

FOR GOVERNMENT FURNISHED EQUIPMENT SCHEDULES.

H. REFER TO DETAIL F-1 ON A-002 FOR TYPICAL DOOR INSTALLATION CLEARANCES.

I. DOORS TO BE PLACED TO THE NEAREST MASONRY JOINT PER THE PLAN DIMENSIONS, ALLOWING FOR

ABA COMPLIANCE AS PER SHEET A-002.

J. COORDINATE DIMENSIONED LOCATION OF A/V EQUIPMENT, TACK BOARDS, AND WHITE BOARDS WITH

OWNER PRIOR TO INSTALLATION.

K. UNDERSLAB INSULATION: PROVIDE VAPOR BARRIER THROUGHOUT. PROVIDE 2" MIN. THICK RIGID

UNFACED INSULATION AT ALL PERIMETER EXTERIOR BUILDING WALLS FOR A MIN. DISTANCE OF 2'-0", OR

AS SHOWN ON DRAWINGS.

NON-RATED WALL SYSTEM

1-HOUR RATED WALL SYSTEM

SMOKE RATED WALL SYSTEM

PRECAST OR C.I.P. CONCRETE WALL SYSTEM

CONCRETE MASONRY UNIT WALL SYSTEM

NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS.

SEE SHEETS A006 AND A007 FOR PARTITION TYPES.

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A101A

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KEY PLAN

SCALE: = 1'-0"

0 8 168

1/8"

SCALE: 1/8" = 1'-0"

A1

FIRST FLOOR PLAN - AREA A

KEYNOTE LEGEND

KEYNOTE COMMENT

1 TRENCH DRAIN

8 EMERGENCY SHOWER/EYE WASH

9 EQUIPMENT CLEARANCE ZONE PER MANUFACTURER REQUIREMENTS

12 WALK OFF MATT. RECESS SLAB 1". PROVIDE SELF LEVELING CONCRETE AS REQUIRED FOR

INSTALLATION OF MAT AS PER MANUFACTURER'S RECOMMENDATION

13 TACK BOARD - 72"W x 48"H

14 TELEVISION

15 WHITE BOARD - 96"W x 48"H

17 PLASTIC CORNER GUARD ON GWB WALLS

18 S.S. CORNER GUARD ON CMU WALLS

19 MOP AND BROOM HOLDER WITH UTILITY SHELF

23 PAINT FIRST 6'-0" OF STEEL COLUMNS SAFETY YELLOW, TYP.

A

M E

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M E

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-2

-2

-2

A

M E

N D

M E

N T

-3

-2

-3

-2

E1

A-301

3'

6'

5983 SF

WASHRACK

263 SF

MECH ROOM

224 SF

OFFICE

246 SF

STORAGE

5209 SF

METALS TECH SHOP -

MACHINE

149A

155 SF

HALLWAY

4154 SF

METALS TECH SHOP -

WELD

149B

LONG METALS RACK

SHEET METAL RACK

SOUND

STOCK

METAL

RACK

LARGE POWER

SHEER

KALAMAZOO

BELT

SANDER

SMALL FOOT

SHEER

LARGE

HAND

BREAK

SM

ALL

H

ORIZ

METAL

SAW

LARGE VERT. BAND

SAW

MACHINE

ACCY

TOOL BOX

S/M TABLE W/

BREAK, ROLLER

TIG TABLE LARGE ACCORN

WELD TABLE

MACHINE

ACCY

TOOL

BOX

HAAS VF4 CNC

MILL

HAAS VF2 CNC

MILL

LARGE POWER

PRESS

HEAT TREATING

OVEN

MILLER

DYNASTY

WELDER 2

THOMAS

CUTTING SAW

WILTON BELT

SANDER

MILLER 252

MIG

WELDER

MILLERMATIC

211 MIG

WELDER

MILLERMATIC

XMT 450

WELDER

HYPERTHERM

PLASMA CUTTER

OXY-ACEYTYLENE

RIG

MILLER MINI MIG

WELDER

METAL IRON

WORKER

A1

A-204

HVAC SERVING

LO BAY 3

M A

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H

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1/ A

1C

MATCHLINE

SEE A1/A101E

MATCHLINE

SEE A1/A101E

M A

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1/ A

1C

12 17 1914

F

L

J

K

32' - 0" 30' - 4" 23' - 8" 70' - 8"

131D

158D

158A

149F

149E

158B 158C

149G 149D

152 157

32' - 0" 30' - 4" 23' - 8"

26' - 0" 3' - 4" 4' - 8" 14' - 0"

3'

/4

80 SF

COMM

81 SF

ELECTRIC

60 SF

RR

A-401

D7

G.8

H

13 16

N

K.5

J.5

H.5

G.5

M2A

G.2

2'

A1

A-305

M3A

M3A

6' - 4" 20' - 0" 3' - 4" 29' - 4" 3' - 4" 3' - 4"

8"

M1C

M1D M1D

M1C

M1E

M1D

M1D M1E

M1C M1C

M1D

M1D

M1D

M1D

1 1

A-501

A7

A6

A-314

8' - 8" 12' - 0 5/8" 2' - 8" 6' - 4" 6' - 4"30' - 4"

8 8

1'

3'

15' - 9" 10' - 7 3/4" 9'

/4

8'

/4

15' - 4"

12' - 0" 4' - 4 3/8" 3' - 4" 17' - 4"

A-501

F7

A-501

F4 A-501

F4

8"

20 TYP.

A-501

F1

A-501

F1

A-501

F1

SIM.

SIM.

SIM.

23 23 23

5'

PARTITION LEGEND

GENERAL SHEET NOTES

FLOOR PLAN LEGEND & SHEET NOTES

A. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF SHEATHING OR CONCRETE U.O.N.

B. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD U.O.N.

C. ALL INTERIOR PARTITIONS SHALL BE AS TAGGED. SEE PARTITION TYPE DETAILS FOR MORE

INFORMATION. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON OVERALL FLOOR

PLANS.

D. PROVIDE 5/8" CEMENTITIOUS BACKER UNITS IN LIEU OF TYPICAL GWB AT ALL TILE AREAS INCLUDING, BUT NOT LIMITED TO:

A. BATHROOMS

B. SHOWER AREAS

E. PROVIDE 5/8" MOISTURE RESISTANT GWB ABOVE TILE IN WET AREAS, AND IN LOCKER ROOMS.

F. EXTEND SMOKE BARRIER PARTITION WALLS TO BOTTOM OF UPPER FLOOR STRUCTURE.

G. EQUIPMENT IS SHOWN AND LABELED IN DRAWINGS IN ROOMS 117, 130, 141-143, 149A, AND 149B FOR

PLANNING PURPOSES ONLY. REFER TO A-011 FOR GOVERNMENT FURNISHED EQUIPMENT (GFE)

SCHEDULES.

H. REFER TO DETAIL F-1 ON A-002 FOR TYPICAL DOOR INSTALLATION CLEARANCES.

I. DOORS TO BE PLACED TO THE NEAREST MASONRY JOINT PER THE PLAN DIMENSIONS, ALLOWING FOR

ABA COMPLIANCE PER SHEET A-002.

J. COORDINATE DIMENSIONED LOCATION OF A/V EQUIPMENT, TACK BOARDS, AND WHITE BOARDS WITH

OWNER PRIOR TO INSTALLATION.

K. COORDINATE DIMENSIONED LOCATION OF ALL SHOP EQUIPMENT W/ OWNER PRIOR TO INSTALLATION.

L. UNDERSLAB INSULATION: PROVIDE VAPOR BARRIER THROUGHOUT. PROVIDE 2" MIN. THICK RIGID

UNFACED INSULATION AT ALL PERIMETER EXTERIOR BUILDING WALLS FOR A MIN. DISTANCE OF 2'-0", OR

AS SHOWN ON DRAWINGS.

NON-RATED WALL SYSTEM

1-HOUR RATED WALL SYSTEM

SMOKE RATED WALL SYSTEM

PRECAST OR C.I.P. CONCRETE WALL SYSTEM

CONCRETE MASONRY UNIT WALL SYSTEM

NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS.

SEE SHEETS A006 AND A007 FOR PARTITION TYPES.

US Army Corps of Engineers ®

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A101D

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A1

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SCALE: = 1'-0"

0 8 168

1/8"

N

KEY PLAN

KEYNOTE LEGEND

KEYNOTE COMMENT

1 TRENCH DRAIN

8 EMERGENCY SHOWER/EYE WASH

10 WASH BAY HANGAR DOORS. CONSTRUCTION, OPERATION, AND FINISH SIMILAR TO PAINT BOOTH

BAY HANGAR DOORS

11 WELD CURTAIN AS SPECIFIED IN 08 33 23

15 WHITE BOARD - 96"W x 48"H

16 VAULT COVER / ACCESS DOOR. PROVIDE LADDER BELOW. SEE STRUCTURAL DRAWINGS.

18 S.S. CORNER GUARD ON CMU WALLS

20 BOLLARDS, TYP.

23 PAINT FIRST 6'-0" OF STEEL COLUMNS SAFETY YELLOW, TYP.

A

M E

N D

M E

N T

-2

-2

-2

-2

A

M E

N D

M E

N T

-3

-2

-3

-2

V F

D V

F D

VFD VFD

VFDVFD

VFDVFD

263 SF

MECH ROOM

541 SF

CTK

149C

808 SF

METALS TECH STAFF

29 SF

JAN.

56 SF

UNISEX RR

249 SF

MEN SHOWER/

LOCKER

150A

187 SF

WOMEN SHOWER/

LOCKER

150B

690 SF

ELECTRIC

3306 SF

MECHANICAL

61 SF

LO UNISEX RR

62 SF

LO UNISEX RR

265 SF

HOPPER

165 SF

HALLWAY

113 SF

LO COMM

697 SF

FIRE

29 SF

JAN

OMAX WATER

JET CUTTER

MACHINE

ACCY

TOOL

BOX

MACHINE

ACCY

TOOL

BOX

MACHINE

ACCY

TOOL

BOX

HAAS VF4 CNC

MILL

MACHINE SHOP

TABLE

HASS TL2

CNC LATHE

LARGE

CLAUSING

LATHE

MANUAL

HARDINGE

METAL

LATHE

SMALL

CLAUSING

LATHE

MACHINE

ACCY

TOOL

BOX

LARGE

CLAUSING

MILL

SMALL

CLAUSING

MILL

STAND UP

DRILL PRESS

BELT

SANDER/BURR

KING

LARGE

GRINDER/WIRE

WHEEL

BALDOR

GRINDER

TURRET SHEET

METAL PUNCH

BALDOR

BUFFING

WHEEL

SNAP ON

SAND

BLASTER

LARGE

ARBOR

PRESS

DEBURR

SHAKER

MACHINE

TABLE/SENSITIVE

DRILL

PRESS/HARDNESS

TESTER

56 SF

UNISEX RR

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1/ A

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MATCHLINE

SEE A1/A101C

MATCHLINE

SEE A1/A101C

MATCHLINE

SEE A1/A101D

MATCHLINE

SEE A1/A101D

M A

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S E

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1/ A

1A

M A

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S E

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1/ A

1A

FLAM LOCKER

FLAM LOCKER

18' - 8" 18' - 6"

37' - 2"

3' - 4" 18' - 0" 10' - 0" 3' - 4" 3' - 4" 9' - 0" 6' - 4" 16' - 0" 6' - 4" 43' - 4" 3' - 4" 11' - 4" 8' - 0" 7' - 4" 8' - 0" 7' - 4"

11 12 1714

B

F

C

E

15 18

5209 SF

METALS TECH SHOP -

MACHINE

149A

156 SF

HALLWAY

140A

1"

72' - 0" 32' - 0" 30' - 4" 23' - 8"

134A

133A

149C

124C

149B

150A 150B

149A

135133B

134B

140B

7A-401

B7

A-401

B9

B.2

D

G

10 13 16

G.5

G.2

M2A

3'

4'

W1 W1

A1

A-305

M3A

M3A

M3A

M3AM3A

M3AM3A

3' - 4" 4' - 8"

M1B

M1F

M1C

M1F

M1F

M1F

M1D

M1F

M1E

M1D

M1D M1B

M1B

M1A

M1A

M1A

M1B

M1F

M1F

M1B M1B

S1C S1C

M1F

S1H S1H

S1HS1C

F1EF1E

S1E

M1D

M1D

M1E

M1D

M1D

M1D

M1E

M1F

A-401

F7

A-501

D7

A-501

D4

3'

2'

3'

8'

5'

3'

8'

A3

A-314

A-521

A7

11' - 6 1/2"

2' - 8" 39' - 4"

17' - 3" 9' - 4" 8' - 0"

8'

8'

72' - 7 1/4"

6'

6'

2'

2'

7' - 0"

11' - 0 5/8" 6' - 6"

20 TYP.

A-501

F1SIM.

23 23 23

4 1/4"

E Q

E Q

PARTITION LEGEND

GENERAL SHEET NOTES

FLOOR PLAN LEGEND & SHEET NOTES

A. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF SHEATHING OR CONCRETE U.O.N.

B. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD U.O.N.

C. ALL INTERIOR PARTITIONS SHALL BE AS TAGGED. SEE PARTITION TYPE DETAILS FOR MORE

INFORMATION. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON OVERALL FLOOR

PLANS.

D. PROVIDE 5/8" CEMENTITIOUS BACKER UNITS IN LIEU OF TYPICAL GWB AT ALL TILE AREAS INCLUDING, BUT NOT LIMITED TO:

A. BATHROOMS

B. SHOWER AREAS

E. PROVIDE 5/8" MOISTURE RESISTANT GWB ABOVE TILE IN WET AREAS, AND IN LOCKER ROOMS.

F. EXTEND SMOKE BARRIER PARTITION WALLS TO BOTTOM OF UPPER FLOOR STRUCTURE.

G. EQUIPMENT IS SHOWN AND LABELED IN DRAWINGS IN ROOMS 117, 130, 141-143, 149A, AND 149B FOR

PLANNING PURPOSES ONLY. REFER TO A-011 FOR GOVERNMENT FURNISHED EQUIPMENT (GFE)

SCHEDULES.

H. REFER TO DETAIL F-1 ON A-002 FOR TYPICAL DOOR INSTALLATION CLEARANCES.

I. DOORS TO BE PLACED TO THE NEAREST MASONRY JOINT PER THE PLAN DIMENSIONS, ALLOWING FOR

ABA COMPLIANCE PER SHEET A-002.

J. COORDINATE DIMENSIONED LOCATION OF A/V EQUIPMENT, TACK BOARDS, AND WHITE BOARDS WITH

OWNER PRIOR TO INSTALLATION.

K. COORDINATE DIMENSIONED LOCATION OF ALL SHOP EQUIPMENT W/ OWNER PRIOR TO INSTALLATION.

L. UNDERSLAB INSULATION: PROVIDE VAPOR BARRIER THROUGHOUT. PROVIDE 2" MIN. THICK RIGID

UNFACED INSULATION AT ALL PERIMETER EXTERIOR BUILDING WALLS FOR A MIN. DISTANCE OF 2'-0", OR

AS SHOWN ON DRAWINGS.

NON-RATED WALL SYSTEM

1-HOUR RATED WALL SYSTEM

SMOKE RATED WALL SYSTEM

PRECAST OR C.I.P. CONCRETE WALL SYSTEM

CONCRETE MASONRY UNIT WALL SYSTEM

NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS.

SEE SHEETS A006 AND A007 FOR PARTITION TYPES.

US Army Corps of Engineers ®

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A1

FIRST FLOOR PLAN - AREA E

SCALE: = 1'-0"

0 8 168

1/8"

KEYNOTE LEGEND

KEYNOTE COMMENT

6 CHAINLINK METAL CAGE WITH SLIDING PERSONNEL DOOR. SEE SHEET A-521.

7 EXPANSION JOINT

15 WHITE BOARD - 96"W x 48"H

18 S.S. CORNER GUARD ON CMU WALLS

19 MOP AND BROOM HOLDER WITH UTILITY SHELF

20 BOLLARDS, TYP.

23 PAINT FIRST 6'-0" OF STEEL COLUMNS SAFETY YELLOW, TYP.

A

M E

N D

M E

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-2

-2

-2

-2

A

M E

N D

M E

N T

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-2

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S

S

S

S

S S S S

E T

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S

A1

A-303 21 54 7 8 9

A

B

F

C

E

PANEL SPRAY ROOM

BONDING/LAYUP AREA

DAMAGE

REMOVAL/PREPARATION

AREA

AIR SHOWER

LAUNDRY /

RESPIRATOR ROOM

WOMEN DIRTY

LOCKER ROOM

WOMEN CLEAN

LOCKER ROOM

WOMEN SHWR

MEN DIRTY LOCKER

ROOM

MEN SHWR

WOMEN RR

MEN RR

MEN CLEAN LOCKER

ROOM

123BREAK ROOM

TELEPHONE

COMPUTER ROOM

LO/CRF STAFF

CONFERENCE ROOM

FABRICATIONS FLIGHT

TELEPHONE

ADMIN HALLWAY

VEST

COMM

ELEC

JAN

AIR SHOWER

STORAGE

LO HALLWAY

124A

A6

A-311

A4

A-311

MATCHLINE

SEE A1/A111B

MATCHLINE

SEE A1/A111B

M A

T C

H

LI

N E

S E

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1/ A

1E

M A

T C

H

LI

N E

S E

E A

1/ A

1E

E1

A-304

A.5

B.2

D

G

3.7

A 10'-0"

A 9'-0"

A 9'-0"

A 10'-0"

A 10'-0"

A 10'-0"

A 9'-0"

A 9'-0"

C 9'-0"

B 10'-0"

B 9'-0"

B 9'-0"

B 9'-0"

B 9'-0"

B 9'-0"

B 9'-0"

B 9'-0"

B 9'-0"

B 9'-0"

B 9'-0"

A 12'-0"

A1

A-304

A1

A-314

429 SF

CONFERENCE ROOM

OPEN

OPEN OPEN

OPEN

COORDINATE DUCT WORK WITH

PAINT BOOTH EQUIPMENT

2'

/4

C 30'-6"

A5

A-702 A1

A-511

TYP.

TYP.

TYP.

FIXTURE LEGEND

CEILING PLAN LEGEND & SHEET NOTES

DOWNLIGHT RECESSED CAN LIGHT FIXTURE

EMERGENCY DOWNLIGHT RECESSED CAN LIGHT FIXTURE

WALL MOUNTED EXIT SIGN

CEILING MOUNTED EXIT SIGN

SUPPLY AIR DIFFUSER (VARIOUS SIZES)

RETURN AIR DIFFUSER (VARIOUS SIZES)

CEILING TYPES LEGEND

2' x 2' SUSPENDED ACOUSTICAL CEILING TILE SYSTEMA

5/8" MOISTURE-RESISTANT GWB ON METAL FRAMING

AT ALL LOCKER ROOMS, SHOWER ROOMS, RESTROOMS

B

5/8" HUMIDITY-RESISTANT GWB ON METAL FRAMING

AT ALL JANITORS, STORAGE, HALLWAYS

C

GENERAL SHEET NOTES

A. DEVICES HAVE BEEN SHOWN FOR COORDINATION PURPOSES. SEE

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION

DRAWINGS FOR ITEMS NOT SHOWN ON REFLECTED CEILING PLANS.

CONTACT THE CONTRACTING OFFICER IF ANY CONFLICTS OCCUR.

B. ALL CEILING MOUNTED DEVICES SHALL BE CENTERED IN BOTH

DIRECTIONS IN ACOUSTICAL CEILING PANELS U.O.N.

C. CENTER SPRINKLER HEADS IN ACOUST. CEILING PANELS WHERE

THEY OCCUR. COORDINATE THE LOCATION OF THE SPRINKLER

HEADS WITH OTHER CEILING FIXTURES AND EQUIPMENT IN ALL

CEILINGS. ENSURE THAT A SYMMETRICAL AND BALANCED

ARRANGEMENT IS INSTALLED. CONTRACTING OFFICER IS TO REVIEW

INSTANCES OF NON-EQUAL SPACING PRIOR TO INSTALLATION.

D. COORDINATE ACCESS PANELS WITH MECHANICAL DRAWINGS.

E. REFERENCE ENGINEERING DRAWINGS FOR MECHANICAL,

ELECTRICAL, FIRE PROTECTION AND COMMUNICATION EQUIPMENT

SHOWN IN THE PLANS.

F. PROVIDE ACT SYSTEM WITH CAC OF 40+ FOR ROOMS 102 AND 107.

FIXTURE LEGEND

S

CEILING MOUNTED SPEAKER

C

CEILING MOUNTED SPEAKER STROBE FIXTURE

LED HIGH BAY LIGHT FIXTURE

EMERGENCY LED HIGH BAY LIGHT FIXTURE

5' L PENDANT LIGHT FIXTURE

5' L EMERGENCY PENDANT LIGHT FIXTURE

DISK PENDANT LIGHT FIXTURE

D EXPOSED ROOF DECK & STL. JOIST - PAINT PER

FINISH SCHEDULE

WALL MOUNTED LED WALL PACK LIGHT FIXTURE

WALL MOUNTED LED LIGHT FIXTURE2' x 4' PLAIN RECESSED LIGHT FIXTURE

2' x 4' EMERGENCY PLAIN RECESSED LIGHT FIXTURE

6" x 4' PLAIN SURFACE LIGHT FIXTURE

6" x 4' EMERGENCY PLAIN SURFACE LIGHT FIXTURE

2' x 2' FLUORESCENT LIGHT FIXTURE

2' x 2' EMERGENCY FLUORESCENT LIGHT FIXTURE

1'-6" L PENDANT LIGHT FIXTURE

1'-6" L EMERGENCY PENDANT LIGHT FIXTURE

FIXTURE LEGEND

B

24" X 24" ACCESS PANEL

E COMPOUND CEILING AT CAGE

WALL MOUNTED FIRE ALARM WARNING LIGHT FIXTURE

36" X 36" ACCESS PANEL

FIRE ALARM ANTENNA

A4

A-311

E1

A-304

12' - 8 5/8"

9'

1"

A.5

B.2

3.7

A1

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METAL SOFFIT PANELS

C 30'-6"

GUTTER AND

DOWNSPOUT

DECORATIVE BRACKETS,

TYP.

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0 8 168

1/8"

SCALE: 1/8" = 1'-0"

A1

FIRST FLOOR REFLECTED CEILING PLAN - AREA A

SCALE: 1/8" = 1'-0"

F1

TOWER REFLECTED CEILING PLAN

KEYNOTE LEGEND

KEYNOTE COMMENT

3 EXPANSION JOINT

4 ALL PENDANT LIGHTING FIXTURES SUSPENDED AT 20'-0" AFF

A

M E

N D

M E

N T

-3

-2

-3

-2

2 2

1ST FLOOR

100' - 0"

T.O. TOWER MASONRY

126' - 0"

T.O. LO BAY WALL

132' - 6"

AREA A AREA B AREA C

2 4 763

3.7 10

A1

A-305

FIRE ALARM ANTENNA

1ST FLOOR

100' - 0"

T.O. TOWER MASONRY

126' - 0"

T.O. LO BAY WALL

132' - 6"

AREA A AREA B AREA C

158911121719 1415 1316

A1

A-305

BRK-1 MODULAR FACE BRICK

EXTERIOR FINISH SCHEDULE

MATERIALMARK COMMENTS

SS-1 STANDING SEAM METAL ROOF

PC-1,2,3 ARCHITECTURAL PRECAST CONCRETE

MB-1 SBS MODIFIED BITUMEN ROOF

WF-1 ANODIZED ALUMINUM WINDOW FRAMES

G-1 GLAZING

HM-1 HOLLOW METAL DOOR FRAME

IMP-1 INSULATED METAL PANELS

COLOR

RED BLEND SMOOTH TEXTURE; COLOR AND TEXTURE SELECTIONS TO BE DETERMINED BY OWNER REPRESENTATIVE; LIGHT BEIGE MORTAR

DARK BRONZE MATTE; TEE-PANEL PROFILE

GREY GRANULE SURFACING

LIGHT BEIGE

HEX VALUE: #f6f0e2 LVR: 88

VERY LIGHT TEXTURE - SMOOTH CASTING; COLOR SELECTIONS TO BE DETERMINED BY OWNER REPRESENTATIVE

DARK BRONZE ANODIZED MATTE; THERMALLY BROKEN FRAMES LOUVERS TO MATCH

DARK BRONZE POWDER COATED, SATIN; THERMALLY BROKEN FRAMES 350 MED STILE

SOLAR BRONZE, TINTED LOW-E; INSULATED, ENERGY EFFICIENT, DOUBLE PANE WITH MINIMUM REFLECTANCE

BEIGE EMBOSSED TEXTURE, FACTORY FINISH; 24 GAUGE STEEL, INSULATED

SPECIFICATION

04 20 00

07 61 15.00 20

07 52 00

03 45 00

08 51 13

08 11 13

08 81 00

07 42 63

ELEVATIONS SHEET NOTES

GENERAL SHEET NOTES

A. COORDINATE WITH STRUCTURAL DRAWINGS FOR CORRECT

HEIGHTS FOR ALL ELEVATION ELEMENTS

B. ALL PENETRATIONS OF THE BUILDING ENVELOPE WILL BE FILLED

WITH LOW PRESSURE SELF-EXPANDING FOAM SEALANT TO

ELIMINATE FLANKING PATHWAYS FOR SOUND

C. LIGHT FIXTURES ABOVE DOOR TO BE CENTERED ON DOOR.

D. VERTICAL CONTROL JOINTS TO BE LOCATED AT THE MORTAR JOINT

CLOSEST TO DIMENSION SHOWN.

US Army Corps of Engineers ®

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BIM 360://3012011031_F22 LOW OBSERVABLE FACILITY LOCRF/3012011031_LOCRF_A_R19.rvt

2/1/2022 12:02:13 PM

A-201

B U

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-2 F

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SCALE: 1" = 20'-0"

C1

EAST ELEVATION

SCALE: 1" = 20'-0"

A1

WEST ELEVATION

0 40' 60'20'

SCALE: 1"= 20'

A

M E

N D

M E

N T

-3

-2

-3

-2

T.O. TOWER MASONRY

126' - 0"

ENTRY ROOF

137' - 6"

T.O. LO BAY WALL

132' - 6"

E1

A-301

BRK-1 BRICK VENEER

ALCOVE RECESSED 1"

PC-3 PRECAST

CONCRETE BASE PANEL.

SS-1 STANDING SEAM

METAL ROOF

T.O. METALS TECH PARAPET

130' - 0"

A B F LC J KE

WALL MOUNTED LIGHT

FIXTURE @ 8'-0" AFG, TYP.

CHILLER TOWERS, SEE

MECHANICAL

CHILLER TOWER

ENCLOSURE WALL

ROOF TOP UNIT, TYP.

LO BAY STACK,

TYP.

PC-2 PRECAST

CONCRETE PANEL

BRK-1 BRICK VENEER

DOWNSPOUT

EAVE METAL

GUTTER

DOWNSPOUT

PC-1 PRECAST

CONCRETE PANEL

E1

A-304

A.5 B.2 D G G.8 H N

A1

A-314

A3

A-314

A-542

E1

C J

C J

C J

C J

C J

C J

28' - 0 1/4" 27' - 0" 14' - 3 3/4" 6' - 10" 24' - 5 7/8" 16' - 5 1/2" 24' - 10 1/2" 16' - 6 3/4" 14' - 2"CHAIN LINK GATES IN FENCE

WITH PADLOCK HARDWARE

6'-0" W X 8'-0" H CLEAR

OPENING

SNOWGUARDS, TYP. FALL PROTECTION

SYSTEM

8' - 5 1/8"

C J

C J

VERTICAL

EXPANSION JOINT

ROOF MOUNTED

OBSTRUCTION

LIGHTS, TYP.

A1

A-533

SIM.

C J

C J

C J

1ST FLOOR

100' - 0"

T.O. TOWER MASONRY

126' - 0"

ADMIN ROOF

118' - 0"

T.O. LO BAY WALL

132' - 6"

E1

A-301

ABFL CJK E

PC-2 PRECAST

CONCRETE PANEL

BRK-1 BRICK VENEER

SS-1 STANDING SEAM

METAL ROOF

PAINT BOOTH PLENUM

HANGAR DOORS

PC-1 PRECAST

CONCRETE PANEL

BRK-1 BRICK VENEER

ALCOVE RECESSED 1"

EAVE METAL GUTTER

PC-3 PRECAST CONCRETE

BASE PANEL

PRE-FORMED METAL

COPING CAP, TYP.

PC-1 PRECAST

CONCRETE PANEL, TYP.

G-1 STOREFRONT

GLAZING, TYP.

ROOF TOP UNIT, TYP.

LO BAY STACK, COORDINATE

LOCATION AND SIZE WITH

PAINT BOOTH VENDOR (TYP.)

LADDER

PC-3 PRECAST CONCRETE

BASE PANEL.

DOWNSPOUT

E1

A-304

MODIFIED BITUMEN ROOF

DECORATIVE BRACKETS

PRECAST PILASTER CAP

A.5B.2DGG.8HN K.5 J.5 H.5

W1 W1 W1 W1 W1

W3

W4

W5

A-542

A1

C J

C J

C J

C J

C J

C J

C J

C J

13' - 7 3/4" 22' - 4"

C J

C J

20' - 0" 22' - 4"

11' - 1 3/8" 16' - 5 1/8" 16' - 5 1/2" 24' - 8 1/8" 24' - 8 1/4" 4' - 4 3/8"

8' - 2 3/4"

VERTICAL EXPANSION

JOINT

FALL PROTECTION

SYSTEM, TYP.

C J

C J

A7

A-564

BLDG. NUMBER SIGN

BUILDING SIGN. SEE

SHEET A-801

SNOW GUARD, TYP.

6'

ROOF MOUNTED

OBSTRUCTION LIGHTS,

TYP.

BRICK SOLDIER

COURSE

BRICK SOLDIER COURSE

C J

C J

C J

C J

C J

ELEVATIONS SHEET NOTES

GENERAL SHEET NOTES

A. COORDINATE WITH STRUCTURAL DRAWINGS FOR CORRECT

HEIGHTS FOR ALL ELEVATION ELEMENTS

B. ALL PENETRATIONS OF THE BUILDING ENVELOPE WILL BE FILLED

WITH LOW PRESSURE SELF-EXPANDING FOAM SEALANT TO

ELIMINATE FLANKING PATHWAYS FOR SOUND

C. LIGHT FIXTURES ABOVE DOOR TO BE CENTERED ON DOOR.

D.