PN79439_VOL2_AMD1_PLANS.pdf

SUPPORT FOR WELDED

WIRE FABRIC AT 3'-0"

O.C. EACH WAY

4" CAPILLARY

BARRIER

CONCRETE SLAB-ON-GRADE

WELDED WIRE FABRIC (WWF)

10 MIL VAPOR BARRIER

RIGID INSULATION PER

ARCH CRITERIA UNDER

SLAB ON GRADE

FINISHED FLOOR

T

COMPACTED

SUBGRADE

NOTES:

1. POSITION DOWELS PERPENDICULAR TO

JOINT AND PARALLEL TO TOP OF SLAB.

2. SUPPORT DOWELS INDEPENDENTLY

OF REINFORCEMENT.

CONCRETE

SLAB-ON-GRADE

4" CAPILLARY

BARRIER

10 MIL VAPOR BARRIER

RIGID INSULATION PER

ARCH CRITERIA UNDER

SLAB ON GRADECOMPACTED

SUBGRADE

SAWCUT JOINT,

DEPTH EQUAL TO 1/4

OF SLAB THICKNESS

AND CUTS MADE WITHIN 8

HOURS OF PLACEMENT

1/8"

WELDED WIRE

FABRIC

FINISHED FLOOR

CONCRETE SLAB-

ON-GRADE

JOINT SEALANT

WELDED WIRE FABRIC

(WWF)

1/2" RADIUS TOOLED EDGE

1/2" PREMOLDED

JOINT FILLER

10 MIL VAPOR BARRIER

T

RIGID INSULATION PER

ARCH CRITERIA UNDER

SLAB ON GRADE

COMPACTED SUBGRADE

4" CAPILLARY BARRIER

NOTES:

1. POSITION DOWELS PERPENDICULAR TO

JOINT AND PARALLEL TO TOP OF SLAB.

2. SUPPORT DOWELS INDEPENDENTLY

OF REINFORCEMENT.

3/4"Ø x 16" LONG SMOOTH

DOWEL AT 12" O.C. CENTERED

IN SLAB AND COATED TO

PREVENT BOND

FINISHED FLOOR

NOTES:

1. POSITION DOWELS PERPENDICULAR TO

JOINT AND PARALLEL TO TOP OF SLAB.

2. SUPPORT DOWELS INDEPENDENTLY

OF REINFORCEMENT.

NEW POUR PREVIOUS POUR

1/8" RADIUS TOOLED

EDGE, (TYP)

3/4"Ø x 16" LONG SMOOTH

DOWEL AT 12" O.C.

CENTERED IN SLAB AND

COATED TO PREVENT BOND CONCRETE

SLAB-ON-GRADE

APPLY CURING COMPOUND

ALONG ENTIRE FACE OF

PREVIOUS POUR TO PREVENT

BOND

T/

T/

T

4" CAPILLARY

BARRIER

10 MIL VAPOR BARRIER

RIGID INSULATION PER

ARCH CRITERIA UNDER

SLAB ON GRADE

COMPACTED

SUBGRADE

FINISHED FLOOR

NEW POUR PREVIOUS POUR

WELDED WIRE

FABRIC (WWF)

1/8" RADIUS TOOLED EDGE

AT CONSTRUCTION JOINT

2x4 KEY

APPLY LIQUID CURING

COMPOUND TO ENTIRE

FACE OF PREVIOUS POUR

TO PREVENT BONDING

CONCRETE SLAB-ON-GRADE

8"

6" 6"

8"

6" T

4" CAPILLARY

BARRIER

10 MIL VAPOR BARRIER

RIGID INSULATION PER

ARCH CRITERIA UNDER

SLAB ON GRADECOMPACTED

SUBGRADE

FINISHED FLOOR

TRANSVERSE BARS

CONTINUOUS WALL

FOOTING REINFORCING

CONTINUOUS WALL

FOOTING REINFORCING

'Z' BARS SAME SIZE AND

NUMBER AS CONTINUOUS

REINFORCING, BEND AS

SHOWN

(TYPICAL)

24" LAP SPLICE

8" STEP

16" MIN

16" STEP

32" MIN

MIN

1' - 0"

" M

AX

8"

M

IN

" M

AX

8"

M

IN

3" CLR

#4 NOSING BAR, (TYP)

RIGID INSULATION

UNDER SLAB ON GRADE

3/4" CHAMFER, TYP

#4 @ 12" O.C. E.W. T&B

EQUIPMENT PAD

MECHANICAL EQUIPMENT

1/2" PREMOLDED

JOINT FILLER

(PJF) ALL AROUND

CONCRETE

SLAB-ON-GRADE 6"

3/4" CHAMFER, TYP

#4 DOWEL X 6" LONG

@ 12" O.C. EA. SIDE

EQUIPMENT PAD

6"

OPTIONAL METHOD

MECHANICAL EQUIPMENT

CONCRETE

SLAB-ON-GRADE

(TYP)

6"

MIN

(TYP)

6"

MIN

#4 @ 12" O.C. E.W.

FINISHED FLOOR

FINISHED FLOOR

3/4" CHAMFER, TYP

#4 @ 12" O.C. E.W.

TOP & BOT WITH 90

DEG HOOKS AT

EACH END

MECHANICAL EQUIPMENT

1'

0" 1' - 0"

11'

0"

6"

(TYP)

6"

MIN

1' - 0" (2) #5 CONT.

CONCRETE SLAB-ON-GRADE

1/8" RADIUS TOOLED EDGE

T

MIN

1' - 0"

SLAB DEPRESSION -

SEE PLAN FOR DEPTH

OF DEPRESSION

SEE ARCHITECTURAL DRAWINGS

FOR EXACT LOCATION OF SLAB

DEPRESSION

4" CAPILLARY

BARRIER 10 MIL VAPOR BARRIER

RIGID INSULATION PER

ARCH CRITERIA UNDER

SLAB ON GRADE

COMPACTED

SUBGRADE

SE

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FOR OFFICIAL USE ONLY (FOUO)

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ISSUED FOR CONSTRUCTION

TYPICAL SLAB-ON-GRADE (SOG) DETAIL1 TYPICAL SOG SAWED JOINT DETAIL (SJ)2 TYPICAL SOG EXPANSION JOINT DETAIL (EJ)3

TYPICAL SOG DOWELED CONSTR JOINT DETAIL (DCJ)4 TYPICAL SOG SHEAR KEY CONSTR JOINT DETAIL (CJ)5 TYPICAL STEPPED FOOTING DETAIL6

TYPICAL SOG EQUIPMENT PAD DETAIL7 TYPICAL EXTERIOR EQUIPMENT PAD DETAIL8 TYPICAL SOG DEPRESSION DETAIL9

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

12 2 0

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

12 2 0

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

12 2

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

12 2 0

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

12 2 0

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

12 2

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

12 2 0

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

12 2 0

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

12 2

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CONCRETE SLAB ON

GRADE, SEE PLAN

(RECESSED SLAB @ SIM)

COL

CONCRETE FOOTING -

SEE PLAN AND

SCHEDULE FOR SIZE

AND REINFORCING

T/FTG

SEE PLAN

COLUMN BASE PLATE AND

ANCHOR BOLTS, SEE

SB601 FOR DETAILS

THICKENED SLAB

EDGE REINFORCING,

CONTINUOUS

THROUGH COLUMN

FOOTING

BRICK VENEER,

SEE ARCH

GROUT, FILL

CAVITY TO F.F.

EXT. GRADE,

SEE CIVIL

CONT. BRICK

SOLDIER COURSE,

SEE ARCH

1/2" EXP JT MATERIAL

SECONDARY GROUT

PLACEMENT AT

COLUMN BLOCKOUT

FINISHED FLOOR

STEEL COLUMN, SEE

PLAN AND SCHEDULE

7"

8"

FOUNDATION

DRAIN, SEE CIVIL

OR 11"

1' - 3"

SJ

HOOK BARS IN

SLAB EDGE TO

MISS COLUMN

BRICK LEDGE

COLUMN SEE

PLAN AND

SCHEDULE, (TYP)

SLAB EDGE

COL

BASE PLATE

BELOW, (TYP) EJ

EJ

3"

MIN

COL

COL

SJ SJ

SJ

SJ

1/2" EXP. JT

MATERIAL,

(TYP)

3" MIN

EJ

EJ

EJ EJ

SECONDARY

GROUT POUR

AT COLUMN

BLOCKOUTSEXTERIOR CONDITION INTERIOR CONDITION

SLAB ON GRADE,

SEE PLAN

1/2" EXP. JOINT

COL

CONCRETE FOOTING -

SEE PLAN AND

SCHEDULE FOR SIZE

AND REINFORCING

T/FTG

SEE PLAN

COLUMN BASE

PLATE AND

ANCHOR BOLTS,

SEE SB601 FOR

DETAILS

STEEL COLUMN,

SEE PLAN AND

SCHEDULE

SECONDARY GROUT

POUR AT COLUMN

BLOCKOUTS

FINISHED FLOOR

(1)#5 x 4'-0" TOP AND

BOTTOM, (TYP.)

SLAB JOINT

SL

AB

J O

IN

T

2"

2'

- 0

2'

- 0

COL

(3) #4 TOP CONT.,

HOOKED AT CORNERS

CONCRETE SLAB, SEE PLAN

WWF, SEE PLAN

10 MIL VAPOR BARRIER

4" CAPILLARY BARRIER

RIGID INSULATION

METAL STUDS, SEE ARCH

BRICK VENEER,

SEE ARCH

GROUT, FILL

CAVITY TO F.F.

EXT. GRADE,

SEE CIVIL

FINISHED FLOOR

(2) #5 BOTT. CONT., HOOKED AT

CORNERS & #4 @ 18" O.C. TRANS

CONT. BRICK

SOLDIER COURSE,

SEE ARCH

8"

7"

1' - 0"

2'

6"

RIGID INSULATION, SEE ARCH

10" @ 10" STUDS

6" @ 6" STUDS

PL

AN

SE

E

RAISED FLOOR - SEE ARCH

OR 1'-3"

11"

NOTES:

1. COORDINATE OPENING SIZE AND LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

2. NO REINFORCING REQUIRED FOR OPENINGS 4" OR LESS OF ANY SHAPE.

3. WHERE MAIN REINFORCING IS INTERRUPTED, AT EACH SIDE OF SLAB OR WALL OPENING, ADD 1/2 OF

REINFORCING INTERRUPTED BY OPENING.

2" C

LR

2' -0

" T

YP

(1)#5 EACH FACE FOR WALLS,

(1)#5 TOP AND BOTTOM FOR SLABS

2'-0" TYP

6"

1'

0"

CONCRETE SLAB ON

GRADE, SEE PLAN

(2)#4 CONT

(2)#4 CONT

#4 @ 24" O.C.

#4 @ 24" O.C.

ACCESS FLOOR,

SEE ARCH

RIGID INSULATION

10 MIL VAPOR BARRIER

4" CAPILLARY BARRIER

FINISHED FLOOR

25"

25"

COL

(2) #4 TOP CONT.

BRICK EDGE BEYOND

EXTERIOR DOOR

BEYOND, SEE ARCH

(1)#4 HOOKED BAR

NOTE: SEE DETAIL 1 ON THIS SHEET FOR INFORMATION NOT SHOWN.

SECTION VIEW

#4 AT 12" OC

BRICK LEDGE

(2)#5 RE-ENTRANT

BARS AT TOP AND

BOTTOM OF SLAB,

(TYP)

PLAN VIEW

2"

CLR

SE

E

AR

C

H D

W G

S

D O

O R

O

PE

N

IN

G 3' - 0"

7"

2' - 0"

2'

- 0

#4 HOOKED BAR

X 3'-0" @ 12" O.C.

COL

CONCRETE SLAB, SEE PLAN

WWF, SEE PLAN

10 MIL VAPOR BARRIER

4" CAPILLARY BARRIER

RIGID INSULATION

METAL STUDS, SEE ARCH

BRICK VENEER,

SEE ARCH

GROUT, FILL

CAVITY TO F.F.

EXT. GRADE,

SEE CIVIL

FINISHED FLOOR

(2) #5 BOTT. CONT., HOOKED AT

CORNERS & #4 @ 18" O.C. TRANS

CONT. BRICK

SOLDIER COURSE,

SEE ARCH

7"

1' - 0"

RIGID INSULATION, SEE ARCH

8"

2'

6"

(2)#4 TOP CONT.,

HOOKED AT CORNERS

OR 1'-3"

11"

SHEET ID

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US Army Corps of Engineers ®

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ISSUED FOR CONSTRUCTION

TYPICAL EXTERIOR COLUMN FOOTING DETAIL4

TYPICAL EXT AND INT COLUMN EXP JOINT DETAIL7

TYPICAL INTERIOR COLUMN FOOTING DETAIL5

SLAB JOINT AND RE-ENTRAINT CORNER DETAIL8

THICKENED SLAB EDGE DETAIL AT RAISED FLOOR2

TYPICAL CONCRETE SLAB AND WALL OPENING DETAIL9

TYPICAL ACCESS FLOOR SLAB DEPRESSION6

TYPICAL SLAB EDGE DETAIL AT EXT DOOR OPENINGS3

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

12 2 0

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

12 2 0

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

12 2

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

12 2 0

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

12 2 0

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

12 2

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

12 2 0

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

12 2 0

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

12 2

TYPICAL THICKENED SLAB EDGE DETAIL1

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1' - 0" 8" SEE PLAN 8" 1' - 0"

0" CLR0" CLR

8"

3"

1'

0" 1

CMU WALLS GROUTED

SOLID AROUND ELEVATOR

HOISTWAY - SEE PLAN FOR

SIZE AND REINFORCING

CONCRETE SLAB ON GRADE - SEE

PLAN FOR SIZE AND REINFORCING,

(TYP)RIGID INSULATION UNDER

SLAB - SEE ARCH FOR

DETAILS, (TYP)

CAPILLARY BARRIER, (TYP)

COMPACTED SUBGRADE,

(TYP)

CONT. WATERPROOF

MEMBRANE, (TYP)

FOUNDATION DRAIN WITH FILTER

AGGREGATE AND FILTER FABRIC

AROUND PERIMETER OF PIT

FOUNDATION TIED INTO EXTERIOR

DRAIN LINES. COORDINATE AND

SEE CIVIL FOR MORE INFORMATION,

(TYP)

CONT. BULB-TYPE

WATERSTOP, (TYP)

VERTICAL SPLICE BAR TO MATCH

CMU WALL REINFORCING SIZE

AND SPACING WITH MIN 48 BAR

DIAMETER LAP SPLICE, (TYP)

TOP OF PIT WALL BEYOND

BOTTOM OF SLAB BEYOND

#5 @ 12" O.C., (TYP) 36"

36"

(1)#5 CONT., (TYP)

DENOTES ELEVATOR SUMP PIT

LOCATION. COORDINATE SIZE AND

FINAL LOCATION WITH MECH AND

ELEVATOR MANUFACTURER.

FOOTING REINFORCING

BEYOND OPENING

#5 @ 12" O.C. EACH WAY,

TOP AND BOTTOM, (TYP)

SLOPE TO SUMP PIT

NO WALL AT ELEVATOR DOOR

OPENING - SEE ARCH

8" CAST IN PLACE CONCRETE

ELEVATOR PIT WALL, (TYP)

#5 @ 12" O.C. EACH WAY,

CENTERED N WALL, (TYP)

CONT. 2X4 SHEAR KEY, (TYP)

CAST IN PLACE CONCRETE

ELEVATOR PIT FOUNDATION

2'

0"

SB503

TOP OF PIT WALL BEYOND, (TYP)

BOTTOM OF SLAB BEYOND, (TYP)

#5 @ 12" O.C., (TYP) 36"

36"

(1)#5 CONT., (TYP)

FOOTING REINFORCING

BEYOND OPENING, (TYP)

#5 @ 12" O.C. EACH WAY,

TOP AND BOTTOM, (TYP)

VERTICAL SPLICE BAR TO MATCH

CMU WALL REINFORCING SIZE

AND SPACING WITH MIN 48 BAR

DIAMETER LAP SPLICE, (TYP)

8" CAST IN PLACE CONCRETE

ELEVATOR PIT WALL, (TYP)

#5 @ 12" O.C. EACH WAY,

CENTERED IN WALL, (TYP)

CONT. 2X4 SHEAR KEY, (TYP)

SLOPE SLAB TO SUMP PIT, (TYP)

1'

0" 1

DENOTES ELEVATOR SUMP PIT

LOCATION. COORDINATE SIZE AND

FINAL LOCATION WITH MECH AND

ELEVATOR MANUFACTURER.

CAST IN PLACE CONCRETE

ELEVATOR PIT FOUNDATION

SEE DETAIL 1 ON THIS

SHEET FOR ADDITIONAL

INFORMATION

1' - 0" 8" SEE PLAN 8"

SEE PLAN

8" 1' - 0"

EM

BE

D M

EN

T

LE

N

G

TH

2'

0" 8"

EM

B E

D M

EN

T

LE

N

G

TH

2'

0" 8"

EM

B E

D M

EN

T

LE

N

G

TH

2'

0" 8"

1'

0"

SB503

3 SB503

1'

0"

FOUNDATION DRAIN. SEE

1/SB503 FOR DETAILS, (TYP)

SLOPE TO SUMP PIT

SUMP PIT FOUNDATION.

COORDINATE SIZE AND FINAL

LOCATION WITH ELEVATOR

MANUFACTURER.

2' - 0"

2' - 0" 2' - 4" 2' - 0"

2'

0" 1'

0"

C

LR3"

C

LR2"

CLR3" CLR

3"

CLR

2"

CLR

2"

(9) #5 BOTTOM BENT

BARS EACH WAY

(3) #4 TIES

C

LR2"

NOTE: WALL AND FOUNDATION REINFORCING AND

DETAILS NOT SHOWN FOR CLARITY.

REMOVABLE CORROGATED GRATING TO HAVE

NON-SLIP, ANTI-SPARK FINISH IN SECTION

LIGHT ENOUGH FOR 2 PERSONNEL TO LIFT.

GRATING SHALL CONSIST OF

1 3/4"X3/16" BEARING BAR @ 1 3/16" O.C. AND

WELDED CROSS BARS @ 4" O.C.

CONT. GALV L2X2X1/4 SHELF

ANGLE WITH 1/2" DIA. X 4"

LONG HEADED STUD

ANCHORS SHOP WELDED TO

ANGLE AT 8" O.C., (TYP AT

EACH SIDE OF SUMP PIT)

(3) #5 TOP BENT

BARS EACH WAY

FOUNDATION DRAIN. SEE

1/SB503 FOR DETAILS, (TYP)

DOWELS TO MATCH

WALL REINFORCING

SIZE AND SPACING

2 - #5 CONTINUOUS

#4 HORIZONTAL

BARS AT 24" OC

VERTICAL REINFORCEMENT

CENTERED IN GROUT FILLED

CELLS. SEE PLAN AND SCHEDULE

FOR REINFORCEMENT SIZE AND

SPACING.

CMU PARTITION

WALL

CONCRETE

SLAB-ON-GRADE

STD 90° HOOK

1' - 0" 1' - 0"

8" 2' - 0" 8"

B

AR

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0" SPCG

WALL

RIGID INSULATION

UNDER SLAB ON GRADE -

SEE ARCH FOR DETAILS

FINISHED FLOOR

2 - #5 CONTINUOUS

#4 HORIZONTAL

BARS AT 24" OC

L4X4X1/4 W/ (1) 3/4" DIA

POST INSTALLED SCREW

ANCHOR (SIMPSON TITEN

HD OR EQUAL)

8" 2' - 0" 8"

THICKEN SLAB AS SHOWN

UNDER STAIR STRINGER.

THICKENED SLAB SHALL

EXTEND AT LEAST 12"

BEYOND EACH SIDE OF

STAIR STRINGER WIDTH.

FINISHED FLOOR

NON-SHRINK

GROUT BED

PRE-ENGINEERED

METAL STAIR TO BE

DESIGNED BY STAIR

SUPPLIER

EXTERIOR SLAB

ON GRADE, SEE

CIVIL, (TYP) 1/2" EXP. JOINT

COL

CONCRETE FOOTING -

SEE PLAN AND

SCHEDULE FOR SIZE

AND REINFORCING

T/FTG

SEE PLAN

COLUMN BASE

PLATE AND ANCHOR

BOLTS, SEE SB601

FOR DETAILS

STEEL COLUMN,

SEE PLAN AND

SCHEDULE

SECONDARY GROUT

POUR AT COLUMN

BLOCKOUTS

T/SLAB

SEE CIVIL

1/2" NON-SHRINK

GROUT

PROVIDE BITUMINOUS

COATING ON STEEL

SURFACE BELOW SLAB

ARCHITECTURAL

CONCRETE COLUMN,

SEE ARCH

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SB503

9B

TYP

DENSE FILE SYSTEM, SEE ARCH

FILE SUPPORT TRACK BLOCKOUT, (TYP)THICKENED CONCRETE SLAB ON

GRADE BENEATH DENSE FILES

#5 BARS @ 12" O.C. E.W. T&B

1'

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LR

2' - 0"COORD WITH SUPPLIERCOORD WITH SUPPLIER2' - 0"

1/2" ISOLATION JOINT, (TYP)

2x12 BLOCKOUT FORM PER FILE SUPPLIER

GROUT BED

CONCRETE ANCHORS PER FILE SUPPLIER

TRACK BASE PER FILE SUPPLIER

BLOCKOUT FILLER PER FILE SUPPLIER

CONCRETE SLAB ON GRADE, SEE PLAN

NOTE: COORDINATE FINAL DETAILS

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ELEVATOR PIT DETAIL1

ELEVATOR PIT DETAIL4

ELEVATOR SUMP PIT DETAIL3

TYPICAL THICKENED SLAB AT CMU WALL8

TYPICAL THICKENED SLAB AT METAL STAIRS6

EXTERIOR HSS COLUMN FOUNDATION7

DENSE FILE SUPPORT TRACK9A

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520.26 SF

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OFFICES

116.08 SF

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MECHANICAL

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NIPR TR

TEAM 1111.31 SF

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OFFICE

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1488.96 SF

TEAM 1

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OPEN

OFFICE

186.68 SF

SIPR TR

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TEAM 1

OTD #4

506.95 SF

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OTD #1

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487.45 SF

ORMC OTD

509.83 SF

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759.07 SF

ORMC

CLASSROOM

230.30 SF

WOMEN

303.85 SF

MEN

52.80 SF

JAN

71.85 SF

RECYCLE

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B CO

CONFERENCE

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STUDENT

PRINT

166.47 SF

STORAGE

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6' -5

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6' -4

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13'-0"

2'-4"

5'-8" 18'-1" 16'-6"

5'-2" 25'-10" 25'-6" 5'-2" 25'-8" 6'-8" 23'-2"

3'-4" 8'-3" 11'-7"

5' -1

/4

2'-6"

'-0

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4'

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5' -2

3'-0" 4'-0" 2'-8" 4'-0" 3'-0" 3'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 9'-0" 4'-0" 5'-4" 4'-0" 5'-4" 4'-0" 9'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 3'-0" 3'-0" 4'-0" 2'-8" 4'-0" 3'-0"

14'-5" 8'-9 3/4" 23'-8 1/8" 8'-6 3/4"

20'-2 3/8" 33'-8"

PR

IN

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AE301

AE302

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FEC

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A

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A

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BBBAAA

36.59 SF

STORAGE

219256B

FE

C

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B2

B2 H

B BT

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B

BB

J

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HH

BB

B

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D3D3

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K1K1

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M

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K1

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H

STAIR 2

L9

L10

D1

3' -6

C2C2C2

WB2

D1

10'-7" 10'-5" EQ EQ

AE314

WB1 WB1 WB1 WB1

WB1WB1WB1WB1

W B1

W B1

W B1

W B1

WB2

WB2

W B1

WB2SLF-1

WB2 SLF-1

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SLF-1 SLF-1

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BBBAAA

AE409

SIM

EQ EQ EQ EQ

EQ

EQ

EQ

EQ

EQ EQ EQ EQ

EQ EQ

EQ EQ EQ EQ

J

WINDOW TAG - SEE SHEET AE605 FOR WINDOW

TYPES

WALL TAG - SEE SHEETS AE520 - AE522

101 DOOR TAG - SEE SHEET AE602 FOR DOOR TYPES

DS DOWNSPOUT - SEE SHEET AE501 & AE502

EWC ELECTRIC WATER COOLER W/ BOTTLE FILLER

FEB FIRE EXTINGUISHER BRACKET

- WALL MOUNTED - TOP @ 5'-0" AFF

- FIRE EXT. TO BE 2A:10B:C (GFCI, NIC)

BB BULLETIN BOARD - SEE SHEET AE408 FOR DETAILS

CG CORNER GUARD - SEE SHEET AE406 FOR DETAILS

BD 6'-0"W X 3'-0"H RECESSED BUILDING DIRECTORY

FEC FIRE EXTINGUISHER CABINET - SEE SHEET AE408 FOR

TYPICAL DETAILS

RM RECESSED FLOOR MAT - SEE SHEET AE406 FOR MAT DETAILS;

SEE STRUCTURAL FOR RECESS

V VENDING MACHINE BY OWNER - COORDINATE WITH ELECTRICAL

FLOOR DRAIN - SEE ENLARGED PLANS FOR LOCATIONS IN RESTROOMS;

SLOPE FLOOR TO DRAIN, TYP

CS

WALL RECESSED CELL PHONE STORAGE UNIT, 7 UNITS HIGH

X 5 UNITS WIDE (35 EA.) - ALUMINUM, FRONT LOADING WITH

RESETTABLE COMBINATION LOCKS

RAISED ACCESS FLOORING SYSTEM (RAF)

MASONRY CONTROL JOINT / BRICK EXPANSION JOINTCJ /

BEJ

WB WHITE BOARD - SEE SHEET AE408 FOR DETAILS

LOUVER TAG - SEE SHEET AE608 FOR LOUVER

TYPES

L#

SURFACE MOUNTED AUTOMATED EXTERNAL DEFIBRILLATORAED

FOLDING SHELF - REFER TO TA-SHEETS AND COORDINATE WITH

AV COMPONENTSSLF

1-HR RATED FIRE BARRIER

SMOKE BARRIER

NON-RATED PARTITION

CONTROLLED AREA PERIMETER

1. ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF BRICK /

MASONRY, FACE OF STUD, OR COLUMN CENTERLINES - UNLESS

NOTED OTHERWISE (U.N.O).

2. WHERE DOOR LOCATIONS ARE NOT IDENTIFIED, POSITION

JAMB 4-INCHES FROM FACE OF ADJACENT WALL UNLESS NOTED

OTHERWISE.

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SECOND FLOOR ENLARGED PLAN - AREA B01 KEY PLAN

A

B

PLAN NORTH

04 8 16268

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

WALL LEGEND

GENERAL NOTES

PLAN LEGEND

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01_Floor 0"

Top of Steel 46'-0"

02_Floor 16'-0"

03_Floor 32'-0"

T/ Brick 2 41'-4"

T/ Brick 1 24'-8"

COL.

DEPRESSED

FLOOR

-1'-0"

ASPHALT SHINGLE ROOFING

OVER VENTED NAILBASE

INSULATION (R-25 MIN)

EXTERIOR INSULATION AND

FINISH SYSTEM (EIFS) (R-12 MIN)

EIFS PILASTER CAP BEYOND

R-19 BATT INSULATION

EIFS TRIM

PROJECTED DOUBLE BRICK

SOLDIER COURSE

CONTINUOUS PROJECTED

BRICK SOLDIER COURSES

NOMINAL 4" BRICK VENEER WITH

ANCHORS 16" O.C. EA. WAY

R-19 BATT INSULATION

FOUNDATION - REF.

STRUCT. DRWGS.

RAISED ACCESS FLOOR

SYSTEM WITH FINISH AS

SPECIFIED

CEILING AS SPECIFIED

WITH SUSPENSION SYSTEM

FINISH FLOOR AS SPECIFIED

(2) LAYERS 5/8" TYPE X GYPSUM BOARD WITH

CONTINUOUS UNINTERRUPTED RADIO

FREQUENCY (RF) SHIELDING BETWEEN LAYERS -

WRAP BEAMS, COLUMNS, ETC. TRANSITION RF

SHIELDING ONTO FLOOR SLAB / METAL DECK,

PENETRATIONS, AND DOOR ASSEMBLIES IN

ACCORDANCE WITH SPECIFICATIONS AT ALL

CONTROLLED AREA PERIMETER WALLS, TYPICAL.

FINISH FLOOR AS SPECIFIED

OTD 3

5/8" GYPSUM WALLBOARD

WITH FINISH AS SPECIFIED

CORRIDOR

6" METAL STUDS @ 16" O.C.

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

FOIL FACED RIGID INSULATION

(R-10 MIN)

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

6" METAL STUDS @ 16" O.C.

AE306

CORRIDOR

AE305

AE501

PROJECTED BRICK SOLDIER

COURSE

5/8" GYPSUM WALLBOARD

1. CONTRACTOR SHALL COORDINATE INSTALLATION OF AIR/MOISTURE BARRIER TO

PROVIDE CONTINUOUS MEMBRANE AT WALLS AND ROOF PLANE. SEAL JOINTS AT

TRANSITIONS IN PLANE AND ANY DISCONTINUITY IN WALL OR ROOF ASSEMBLY, OR

OPENINGS AND PENETRATIONS THEREOF.

2. NOT USED.

3. PREFINISHED ALUMINUM SUNSHADES SHALL BE BY SUPPLIER (SOUTH ELEVATION

ONLY). CONTRACTOR SHALL COORDINATE SUN SHADE WEIGHT AND SUPPORT

CRITERIA WITH WINDOW FRAME DESIGNER/MANUFACTURER.

01_Floor 0"

Top of Steel 46'-0"

02_Floor 16'-0"

03_Floor 32'-0"

T/ Brick 2 41'-4"

B/ Window 2 18'-8"

B/ Window 3 34'-8"

T/ Brick 1 24'-8"

ASPHALT SHINGLE ROOFING

OVER VENTED NAILBASE

INSULATION (R-25 MIN)

EXTERIOR INSULATION AND FINISH

SYSTEM (EIFS) (R-12 MIN) 6" METAL STUDS AT 16" O.C. MAX.

EIFS PILASTER CAP

R-19 BATT INSULATION

SHELF ANGLE - SEE

STRUCTURAL

CONTINUOUS PROJECTED

BRICK SOLDIER COURSES

R-19 BATT INSULATION

FOUNDATION - REF.

STRUCT. DRWGS.

FINISH FLOOR AS SPECIFIED

ALUMINUM WINDOW AS

SPECIFIED WITH THERMALLY

BROKEN FRAME

CONTINUOUS PROJECTED DOUBLE

BRICK SOLDIER COURSES

BRICK SOLDIER

COURSE HEADER

ALUMINUM WINDOW AS

SPECIFIED WITH THERMALLY

BROKEN FRAME

FINISH FLOOR AS SPECIFIED

FINISH FLOOR AS SPECIFIED

B CO

CONFERENCE

/ VTC

MEN

A CO

CONFERENCE

/ VTC

ALUMINUM DOWNSPOUT

BEYOND

5"

12"

PREFINISHED ALUMINUM

GUTTER, TYP

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

CEILING AS SPECIFIED WITH

SUSPENSION SYSTEM

5/8" GYPSUM WALLBOARD

PREFINISHED ALUMINUM SUN

SHADE (SOUTH ELEVATION

ONLY)

ARCHITECTURAL CAST STONE

SILL

PREFINISHED ALUMINUM SUN

SHADE (SOUTH ELEVATION

ONLY)

ARCHITECTURAL CAST STONE

SILL

10" METAL STUDS @ 16" O.C.

5/8" GYPSUM WALLBOARD

5/8" GYPSUM WALLBOARD

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

FOIL FACED RIGID INSULATION

(R-10 MIN)

AE306

AE501

NOMINAL 4" BRICK VENEER WITH

ANCHORS 16" OC EA. WAY

NOMINAL 4" BRICK VENEER WITH

ANCHORS 16" O.C. EA. WAY

AE305

10" METAL STUDS AT 16" O.C. MAX.

AE306

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ISSUED FOR CONSTRUCTION

WALL SECTION 101

GENERAL NOTES

WALL SECTION 202 01 2 42

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

001 2 42

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

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Top of Steel 46'-0"

02_Floor 16'-0"

03_Floor 32'-0"

T/ Brick 2 41'-4"

T/ Brick 1 24'-8"

AE305

AE305

ASPHALT SHINGLES OVER

VENTED INSULATED NAIL-BASE

(R-25 MIN)

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

FOIL FACED RIGID INSULATION

(R-10 MIN)

EXTERIOR INSULATION AND FINISH

SYSTEM (EIFS) (R-12 MIN)

DOWNSPOUT BEYOND

EIFS TRIM

PROJECTED DOUBLE BRICK

SOLDIER COURSE

6" METAL STUDS @ 16" O.C.

FINISH FLOOR AS SPECIFIED

FINISH FLOOR AS SPECIFIED

CONTINUOUS PROJECTED

BRICK SOLDIER COURSES

R-19 BATT INSULATION, TYP

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

CEILING AS SPECIFIED WITH

SUSPENSION SYSTEM

CEILING AS SPECIFIED WITH

SUSPENSION SYSTEM

R-19 BATT INSULATION (TYP)

EIFS PILASTER CAP BEYOND

FINISH FLOOR AS SPECIFIED

FOUNDATION AND COLUMN

FOOTING - REF. STRUCT.

DRWGS.

5/8" GYPSUM WALLBOARD

5/8" GYPSUM WALLBOARD

NOMINAL 4" BRICK VENEER WITH

ANCHORS 16" OC EA. WAY

AE501

1. CONTRACTOR SHALL COORDINATE INSTALLATION OF AIR/MOISTURE BARRIER TO

PROVIDE CONTINUOUS MEMBRANE AT WALLS AND ROOF PLANE. SEAL JOINTS AT

TRANSITIONS IN PLANE AND ANY DISCONTINUITY IN WALL OR ROOF ASSEMBLY, OR

OPENINGS AND PENETRATIONS THEREOF.

2. NOT USED.

3. PREFINISHED ALUMINUM SUNSHADES SHALL BE BY SUPPLIER (SOUTH ELEVATION

ONLY). CONTRACTOR SHALL COORDINATE SUN SHADE WEIGHT AND SUPPORT

CRITERIA WITH WINDOW FRAME DESIGNER/MANUFACTURER.

01_Floor 0"

Top of Steel 46'-0"

02_Floor 16'-0"

B/ Window 1 2'-8"

T/ Brick 2 41'-4"

B/ Window 2 18'-8"

T/ Brick 1 24'-8"

GH

AE306

AE306

ASPHALT SHINGLES OVER

VENTED INSULATED NAIL-BASE

(R-25 MIN)

FOIL FACED RIGID INSULATION

(R-10 MIN)

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

PROJECTED BRICK SOLDIER

COURSE

PRECAST ARCHITECTURAL

CONCRETE WINDOW SILL, TYP

CEILING AS SPECIFIED WITH

SUSPENSION SYSTEM

CEILING AS SPECIFIED WITH

SUSPENSION SYSTEM

ASPHALT SHINGLES OVER

VENTED INSULATED NAIL-BASE

(R-25 MIN)

6" METAL STUDS @ 16" O.C.

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

ARCHITECTURAL CAST CONCRETE

HEADER / ACCENT BAND

MINERAL WOOL BOARD INSULATION (R-30

MIN) BETWEEN STUDS - ATTACH IAW MFR

INSTRUCTIONS

UL 752 LEVEL 2

BULLET-RESISTANT FIBERGLASS

PANELS - INSTALL ON OUTSIDE

FACE OF STUD AND PER MFR

INSTRUCTIONS

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

FOIL FACED RIGID INSULATION

(R-10 MIN)

6" METAL STUDS @ 16" O.C.

FINISHED FLOOR

FOUNDATION - REF.

STRUCT. DRWGS

EXTERIOR WALLS BEYOND

ARCHITECTURAL CAST CONCRETE HEADER

R-19 BATT INSULATION, TYP

R-19 BATT INSULATION, TYP

WALLS AND COLUMN BEYOND

XO OFFICE

XO OFFICE

SECURITY

CURVED STRUCTURAL STANDING

SEAM METAL ROOFING AT

CANOPY OVER METAL DECK AND

STEEL TUBE FRAMING - SEE

STRUCTURAL FOR STEEL

PREFABRICATED METAL SOFFIT

FINISHED FLOOR

METAL DECKING

AE306

CONT. PROJECTED BRICK SOLDIER COURSES BEYOND

STEEL FRAMING - SEE STRUCTURAL

NOMINAL 4" BRICK VENEER

WITH ANCHORS 16" OC EA. WAY

NOMINAL 4" BRICK VENEER WITH

ANCHORS 16" OC EA. WAY

EXTERIOR INSULATION FINISH

SYSTEM (EIFS)(R-12 MIN)

5/8" GYPSUM WALLBOARD

'-1

0" M

IN

INFILL METAL STUDS WITH BATT

INSULATION, TYP

5/8" GYPSUM WALLBOARD

2-1/2" METAL STUDS @ 24" O.C.

6" METAL STUDS @ 24" O.C.

1/2"

AE306

AE306

1' -4

1 1/2"

STEEL PIPE COLUMN - SEE STRUCTURAL

12'-0"

ROUND ARCHITECTURAL CAST CONCRETE

WITH RECESSED DETAILING - SEE 04/AE303

PAINT COLUMNS, UNDERSIDE OF CANOPY DECK,

AND STRUCTURE AS SPECIFIED PER 09 06 90

EXTERIOR WALKWAY - SLOPE AWAY FROM

ENTRANCE NO LESS THAN 1:20

1'-10" 6" MIN.

EDGE OF CONCRETE

SLAB

STRUCTURAL STEEL PIPE

COLUMN - SEE

STRUCTURAL

ROUND ARCHITECTURAL CAST

CONCRETE WITH RECESSED

DETAILING

AE303

01_Floor 0"

STRUCTURAL STEEL PIPE

COLUMN - SEE STRUCTURAL

1" 5"

3" 4"

1' -4

2'

-1

4' -6

3"

3/4"

ROUND ARCH. CAST

CONCRETE WITH RECESSED

DETAILING - SLOPE TOP

AWAY FROM STEEL, TYP

BACKER ROD & SEALANT

EXPANSION JOINT

FOUNDATION - SEE

STRUCTURAL

VERTICAL

REINFORCEMENT

PER PRECAST MFR

SHEET ID

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FOR OFFICIAL USE ONLY (FOUO)

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-0

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W

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ISSUED FOR CONSTRUCTION

GENERAL NOTES

01 2 42

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

001 2 42

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

0WALL SECTION 301 WALL SECTION 402 ENTRY CANOPY - COL. PLAN03

ENTRY CANOPY - COL. DTL04

1/2 1 21

SCALE: 1"=1'-0"

1/2 1 21

SCALE: 1"=1'-0"

M

AR

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A C

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A M

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Top of Steel 46'-0"

02_Floor 16'-0"

03_Floor 32'-0"

T/ Brick 2 41'-4"

B/ Window 2 18'-8"

B/ Window 3 34'-8"

T/ Brick 1 24'-8"

G

STAIR 1

STAIR 1

STAIR 1

AE305

AE304

FOUNDATION - REF.

STRUCT. DRWGS

R-19 BATT INSULATION, TYP

FINISHED FLOOR

CONT. PROJECTED BRICK

SOLDIER COURSES

TRUSS FRAMING - SEE

STRUCTURAL

NOMINAL 4" BRICK VENEER WITH

ANCHORS 16" OC EA. WAY

PROJECTED BRICK SOLDIER

COURSE

PRECAST ARCHITECTURAL

CONCRETE WINDOW SILL, TYP

INFILL METAL STUDS BETWEEN

STEEL AND STRUCTURAL

FRAMING; FILL WITH BATT

INSULATION, TYP

PRECAST ARCHITECTURAL

CONCRETE WINDOW SILL, TYP

FOIL FACED RIGID INSULATION (R-10 MIN)

CONTINUOUS AIR / MOISTURE

BARRIER OVER CMU

EXTERIOR INSULATION FINISH

SYSTEM (EIFS)(R-12 MIN)

EIFS PILASTER CAP

ASPHALT SHINGLES OVER

VENTED INSULATED NAIL-BASE

(R-25 MIN)

ASPHALT SHINGLES OVER

VENTED INSULATED NAIL-BASE

(R-25 MIN)

ROOF FASCIA BEYOND

STAIR LANDING

STAIR LANDING

1'-3"

NOMINAL 8" SMOOTH FACE

CONCRETE MASONRY UNIT (CMU)

WITH HORIZONTAL JOINT

REINFORCEMENT AT 16" O.C.

VERTICALLY

NOMINAL 10" SMOOTH FACE

CONCRETE MASONRY UNIT (CMU)

1. CONTRACTOR SHALL COORDINATE INSTALLATION OF AIR/MOISTURE BARRIER TO

PROVIDE CONTINUOUS MEMBRANE AT WALLS AND ROOF PLANE. SEAL JOINTS AT

TRANSITIONS IN PLANE AND ANY DISCONTINUITY IN WALL OR ROOF ASSEMBLY, OR

OPENINGS AND PENETRATIONS THEREOF.

2. NOT USED.

3. PREFINISHED ALUMINUM SUNSHADES SHALL BE BY SUPPLIER (SOUTH ELEVATION

ONLY). CONTRACTOR SHALL COORDINATE SUN SHADE WEIGHT AND SUPPORT

CRITERIA WITH WINDOW FRAME DESIGNER/MANUFACTURER.

Top of Steel 46'-0"

T/ Brick 2 41'-4"

G

AE306

SIM

CONT. MINERAL WOOL BOARD

INSULATION ABOVE SOFFITS (R-12

MIN) - CUT TO FIT TIGHT AROUND

STRUCTURE

(SMALL ROOF PROJECTION)

1'-10"

(UPPER ROOF)

2'-0" TYP

EXTERIOR INSULATION FINISH

SYSTEM (EIFS)(R-12 MIN) -

ALIGN EXTERIOR FACE WITH

PLANE OF EAST ELEVATION

EIFS

AE501

6" METAL STUDS BETWEEN

TRUSS FRAMING WITH R-19 MIN

BATT INSULATION, TYP

INFILL METAL STUDS BETWEEN

TRUSS FRAMING AND EXTERIOR

SHEATHING - FILL WITH BATT

INSULATION, TYP

EXTERIOR INSULATION

FINISH SYSTEM (EIFS)(R-12

MIN) - SHIFT EXTERIOR

FACE 2-INCHES OUT

BELOW SMALL ROOFS

ONLY (SEE ELEVATIONS)

8" METAL STUDS BETWEEN

TRUSS FRAMING WITH R-19 MIN

BATT INSULATION, TYP

PROJECTED ROOF TO BE

SUPPORTED BY PRE-

ENGINEERED TRUSS SYSTEM

BOND BEAM - SEE STRUCTURAL

CONCRETE OVER METAL DECK

(SEE STRUCTURAL) - SPAN STAIR

AND ELEVATOR SHAFTS, TYP

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

TRUSS FRAMING - SEE

STRUCTURAL

TRUSS FRAMING - SEE

STRUCTURAL

1"

3/

8" 8"

NOMINAL 8" SMOOTH FACE

CONCRETE MASONRY UNIT (CMU)

WITH HORIZONTAL JOINT

REINFORCEMENT AT 16" O.C.

VERTICALLY

5/8" GYPSUM WALLBOARD

RIGID INSULATION (R-10 MIN)

1/2" EXTERIOR WALL SHEATHING

DOUBLE BRICK SOLDIER

COURSE

EIFS PILASTER CAP

NOMINAL 10" SMOOTH FACE CMU

W/ HORIZONTAL JOINT

REINFORCEMENT AT 16" O.C.

VERTICALLY

CONT. FLUID-APPLIED AIR /

MOISTURE BARRIER - LAP

JOINTS IN BARRIER W/

FLEXIBLE MEMBRANE

AE501

SIM

Top of Steel 46'-0"

G

CONT. MINERAL WOOL BOARD

INSULATION ABOVE SOFFITS (R-12

MIN) - CUT TO FIT TIGHT AROUND

STRUCTURE

EXTERIOR INSULATION FINISH

SYSTEM (EIFS)(R-12 MIN) -

ALIGN EXTERIOR FACE WITH

PLANE OF EAST ELEVATION

EIFS

6" METAL STUDS BETWEEN

TRUSS FRAMING WITH R-19 MIN

BATT INSULATION, TYP

INFILL METAL STUDS BETWEEN

TRUSS FRAMING AND EXTERIOR

SHEATHING - FILL WITH BATT

INSULATION, TYP

EXTERIOR INSULATION FINISH

SYSTEM (EIFS)(R-12 MIN) - SHIFT

EXTERIOR FACE 2-INCHES OUT

BELOW SMALL ROOFS ONLY (SEE

ELEVATIONS)

8" METAL STUDS BETWEEN

TRUSS FRAMING WITH R-19 MIN

BATT INSULATION, TYP

PROJECTED ROOF TO BE

SUPPORTED BY PRE-

ENGINEERED TRUSS SYSTEM

STEEL FRAMING - SEE

STRUCTURAL

TRUSS FRAMING - SEE

STRUCTURAL

TRUSS FRAMING - SEE

STRUCTURAL

CONTINUOUS FLUID-APPLIED AIR

/ MOISTURE BARRIER OVER 1/2"

EXTERIOR WALL SHEATHING

(UPPER ROOF)

2-'0" TYP

(SMALL ROOF PROJECTION)

1'-10"

AE306

SIM

AE501

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

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D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

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L I

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IT

AT

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N N

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U .S

. A R

M Y

C O

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O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

FO

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1-

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AE304

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C O

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R S

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VA

N N

AH

D

IS

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A

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VA

N

N

AH

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R

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G

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ISSUED FOR CONSTRUCTION

WALL SECTION 503 01 2 42

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

GENERAL NOTES

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

WALL DTL - CORNER PILASTER @ STAIR02 WALL DTL - CORNER PILASTER, TYP01

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

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1. USE 5/8" GLASS MAT GYP BD AT ALL LOCATIONS

WHERE TILE IS TO BE USED AND CEMENT BD WITH

MEMBRANE AT ALL WET AREAS. REFERENCE FINISH

SCHEDULE FOR TILE LOCATIONS. THESE

REQUIREMENTS ARE IN ADDITION TO TYPE 'X'

REQUIREMENT AT RATED WALLS.

2. USE HIGH IMPACT GYP BD IN ALL COMMON

AREAS, TO INCLUDE CORRIDORS, LOBBIES, AND

VESTIBULES, AND IN ALL STORAGE ROOMS.

3. SEE FINISH SCHEDULE FOR LOCATIONS WHERE

FIRE RETARDANT TREATED PLYWOOD ON GYP BD

WALL SURFACES ARE REQUIRED. THESE

REQUIREMENTS ARE IN ADDITION TO TYPE 'X'

REQUIREMENT AT RATED WALLS.

4. ALL FIRE RATED ASSEMBLIES SHALL COMPLY

WITH APPLICABLE UL DESIGN NO. FOR RATING

INDICATED.

5. METAL STUD SPACING FOR PARTITIONS WILL BE

MAXIMUM 16" O.C. AT ALL LOCATIONS TO RECEIVE

CERAMIC TILE WALL FINISH AND MAXIMUM 24" O.C.

AT ALL OTHER LOCATIONS U.N.O.

6. ALL WALLS FORMING THE PERIMETER OF THE

BUILDING ENVELOPE SHALL BE EXTENDED TO THE

UNDERSIDE OF THE ROOF DECK AND SEALED AT TOP

AND BOTTOM ON BOTH SIDES OF WALL.

7. SOME STUD WALLS WILL CONTAIN PLUMBING AND

MAY REQUIRE CUTTING, SPLICING, & REINFORCING

OF STUDS. REFER TO MECHANICAL FOR PLUMBING

LOCATIONS. STRUCTURAL INTEGRITY OF STUDS

MUST BE MAINTAINED.

8. INTERIOR STUD GAUGE SHALL BE AS FOLLOWS

OR HEAVIER, U.N.O.:

- 20 GA. FOR NON-LOADBEARING PARTITIONS UP TO

17-FT ABOVE SLAB

- 16 GA. AT WALLS WITH TILE, WALLS 20-FT ABOVE

SLAB, ALL CONTROLLED AREA PERIMETER WALLS,

AND ALL WITH EXPANDED STEEL SCREEN

- 12 GA. FOR 24-FT

- 12 GA. FOR 29-FT W/ 3-5/8" STUD W/ 2" FLANGE,

SPACING @ 12" O.C.

- 12 GA. FOR 40-FT W/ 6" STUD W/ 2" FLANGE,

SPACING @ 12" O.C.

9. PROVIDE SOLID BLOCKING AT ALL WALL-

MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO

TOILET ACCESSORIES, WALL STOPS, CASEWORK,

FIXTURES, AUDIO/VISUAL COMPONENTS, AND GFGI

ITEMS.

10. ALL PENETRATIONS INTO STC RATED AREAS

(WALLS, CEILINGS, FLOORS) SHALL BE SEALED BOTH

SIDES OF PARTITION.

11. WHERE NO CEILING IS SCHEDULED, EXTEND

WALL TO UNDERSIDE OF DECK U.N.O.

12. FURRED WALLS AT COLUMNS PENETRATING STC

RATED WALLS SHALL HAVE SOUND ATTENUATION

BATTS, EXTEND TO UNDERSIDE OF DECK, AND BE

SEALED AT TOP/BOTTOM WITH ACOUSTICAL

SEALANT.

13. CONTROLLED AREA PERIMETER INTERIOR TWO

LAYERS OF GYPSUM BOARD SHALL BE MOUNTED SO

THAT THE SEAMS DO NOT ALIGN (I.E. STAGGER

JOINTS). WALL PENETRATIONS SHALL BE TREATED

AND SEALED WITH ACOUSTIC MATERIAL. ENTIRE

WALL ASSEMBLY SHALL BE FINISHED AS

SCHEDULED FROM TRUE FLOOR TO TRUE CEILING.

14. RADIO FREQUENCY (RF) SHIELDING SHALL BE

INSTALLED IN ACCORDANCE WITH U.S. DEPARTMENT

OF STATE TECHNICAL REQUIREMENTS STEERING

COMMITTEE BEST PRACTICES GUIDELINE FOR

ARCHITECTURAL RADIO FREQUENCY SHIELDING.

REFER TO SPECIFICATION SECTION 13 49 20.00 10.

15. AT THIRD FLOOR, EXTEND ONLY PARTITIONS OF

STC RATED SPACES TO UNDERSIDE OF ROOF DECK.

ALL OTHER PARTITIONS SHOULD TERMINATE AT

UNDERSIDE OF TRUSSES U.N.O. IN FINISH

SCHEDULES - SEE 06/AE522 FOR SOUND CEILING

DETAIL.

16. PROVIDE 1/2" 18 GA. EXPANDED STEEL SCREEN

IAW AR 380-5 WHERE NOTED.

17. AT INTERIOR AIR BARRIER TESTING BOUNDARY,

SEAL TOP/BOTTOM OF PARTITIONS AND ALL

PENETRATIONS W/ FIRE/SMOKE BARRIER SEALANT

SYSTEM.

18. REFER TO STRUCTURAL DRAWINGS FOR

LOADBEARING PARTITION DETAILS (WALL TYPES F1-

F4 WHERE APPLICABLE).

5/8" TYPE 'X'

GYPSUM

WALLBOARD

7/8" FURRING

CHANNEL

SCHEDULED

CEILING

NOMINAL 8" SMOOTH

FACE CONCRETE

MASONRY UNIT

(CMU) WITH

HORIZONTAL JOINT

REINFORCEMENT AT

16" O.C. VERTICALLY

TOP OF SLAB

5/8" TYPE 'X' GYPSUM

WALLBOARD

7/8" FURRING

CHANNEL

CONTINUOUS

FIRE/SMOKE

STOP SEALANT,

BOTH SIDES

F1 (FIRE RATED ASSEMBLY) - UL ASSEMBLY U910

F2 (FIRE RATED ASSEMBLY) - SIM. TO TYPE 'F1' WITH ONLY ONE SIDE

OF FURRING CHANNEL & GYPSUM BOARD - UL ASSEMBLY U914

F3 (FIRE RATED ASSEMBLY) - SIM. TO TYPE 'F1' WITHOUT FURRING

CHANNELS OR GYPSUM BOARD BOTH SIDES - UL ASSEMBLY U905

FC (FIRE RATED/SMOKE) - WALL 'F2' WITH WALL TYPE 'C1' ABOVE -

EXTEND FROM TOP OF CMU TO UNDERSIDE OF ROOF DECK

STRUCTURE

ABOVE

SCHEDULED

CEILING (STAIR)

NON-LOADBEARING

WALLS (F2):

L 5"x5"x5/16"x6" @ 4'-0"

O.C. MAX. WELD TO

BOTTOM OF STRUCTURE.

LEAVE 1-1/2" GAP AT TOP

OF PARTITION - DO NOT

CONNECT WALL TO

STRUCTURE ABOVE.

(REFER TO STRUCTURAL

DRAWINGS FOR

LOADBEARING WALL

DETAILS.)

SCHEDULED

CEILING

FLOOR/ROOF

DECK

CONTINUOUS

ACOUSTICAL

SEALANT, BOTH

SIDES

CONTINUOUS

ACOUSTICAL

SEALANT, BOTH

SIDES

3 1/2" SOUND

ATTENUATION

BLANKET

TOP OF SLAB

A (SOUND GROUP 3) (SECURE) - STC 45 MIN. WITH RF SHIELDING

BETWEEN GYP BD ON SECURE SIDE - TRANSITION RF SHIELDING

ONTO FLOOR SLAB / METAL DECK IAW SPECIFICATIONS AT ALL

CONTROLLED AREA PERIMETER WALLS, TYP.

A1 (SECURE AT COLUMN) - SIM. TO TYPE 'A' WITHOUT SINGLE LAYER

GYP BD ON NON-SECURE SIDE

A2 (SOUND GROUP 4) (SECURE) - STC 50 MIN., SIM. TO TYPE 'A' WITH

(2) LAYERS GYPSUM BOARD NON-SECURE SIDE

AT - SIM. TO TYPE 'A' WITH CERAMIC TILE ON NON-SECURE SIDE

5/8" GYPSUM

WALLBOARD

CONTINUOUS

UNINTERRUPTED

RADIO

FREQUENCY (RF)

SHIELDING

BETWEEN

GYPSUM LAYERS

SCHEDULED CEILING

CERAMIC TILE

THIN-SET WHERE

SCHEDULED

NON-SECURE SECURE

((2) LAYERS AT

TYPE 'C1')

(2) LAYERS 5/8"

GYPSUM BOARD

3-5/8" METAL STUDS

@ 16" O.C.

CONTINUOUS RUNNER

W/ ANCHORS 32" O.C.

MAX - BED IN

CONTINUOUS BEADS OF

ACOUSTICAL SEALANT

DEFLECTION TRACK -

BED IN CONTINUOUS

BEADS OF ACOUSTICAL

SEALANT

RAISED ACCESS

FLOORING SYSTEM

(RAF) WHERE

SCHEDULED

SCHEDULED

CEILING

FLOOR/ROOF

DECK

CONTINUOUS

FIRE/SMOKE

STOP SEALANT,

BOTH SIDES

TOP OF SLAB

F4 (FIRE RATED ASSEMBLY) (SECURE PARTITION) - UL ASSEMBLY

U910 WITH RF SHIELDING AND (2) LAYERS GYP BD ON SECURE

SIDE AT FIRST FLOOR - TRANSITION RF SHIELDING ONTO FLOOR

SLAB / METAL DECK IAW SPECIFICATIONS AT ALL CONTROLLED

AREA PERIMETER WALLS, TYPICAL

5/8" GYPSUM

WALLBOARD

NON-SECURE

SECURE

RAISED ACCESS

FLOOR SYSTEM

(RAF)

DEPRESSED

SLAB

7/8" METAL FURRING

CHANNEL

CONTINUOUS

FIRE/SMOKE STOP

SEALANT, BOTH

SIDES

NOMINAL 8" SMOOTH

FACE CONCRETE

MASONRY UNIT

(CMU) WITH

HORIZONTAL JOINT

REINFORCEMENT AT

16" O.C. VERTICALLY

STRUCTURE ABOVE

STAIR / ELEVATOR

SHAFTS

REFER TO

STRUCTURAL

DRAWINGS FOR

LOADBEARING

WALL DETAILS.

5/8" GYPSUM

WALLBOARD

7/8" METAL

FURRING

CHANNEL

CONTINUOUS

UNINTERRUPTED RF

SHIELDING BETWEEN

GYP LAYERS

(2) LAYERS 5/8" TYPE

'X' GYPSUM BOARD

SCHEDULED

CEILING (STAIR)

3 5/8" METAL

STUDS @ 16" O.C.

5/8" GYPSUM

WALLBOARD

SCHEDULED

CEILING

CERAMIC TILE

THIN-SET WHERE

SCHEDULED

DEFLECTION

TRACK

FLOOR/ROOF

DECK

CONTINUOUS

RUNNER

TOP OF SLAB

D - NON-RATED PARTITION

D1 - SIM. TO TYPE 'D' WITH 18 GA. EXPANDED STEEL SCREEN FULL

HEIGHT, INSTALL ON FACE OF STUD BEHIND GYP. BD

D2 - SIM. TO TYPE 'D', INSTALL ON TOP OF RAISED ACCESS

FLOORING (SEE DETAIL 03/AE522)

D3 - SIM. TO TYPE 'D' WITH 3" SOUND ATTENUATION BLANKET

DT - SIM. TO TYPE 'D' WITH 3" SOUND ATTENUATION BLANKET AND

WITH CERAMIC TILE AS SCHEDULED

18 GA. EXPANDED

STEEL SCREEN

FULL HEIGHT

WHERE NOTED -

INSTALL ON FACE

OF STUD, INTERIOR

OF SECURE ROOM

SCHEDULED

CEILING

FLOOR/ROOF

DECK

CONTINUOUS

ACOUSTICAL

SEALANT, BOTH

SIDES

3 1/2" SOUND

ATTENUATION

BLANKET

TOP OF SLAB

B (IC TECH SPEC STD ACOUSTIC WALL - SOUND GROUP 4) - STC 50

MIN. WITH (2) LAYERS GYPSUM BOARD EACH SIDE

B1 - SIM. TO TYPE 'B' WITH 18 GA. EXPANDED STEEL SCREEN FULL

HEIGHT, INSTALL ON FACE OF STUD BEHIND GYP. BD

B2 (IC TECH SPEC STC ACOUSTIC WALL - SOUND GROUP 3) - STC 45,

SIM. TO TYPE 'B' WITH ONLY (1) LAYER GYPSUM BOARD ON NON-

SECURE SIDE

B3 - STC 45, SIM. TO TYPE B2 WITH 18 GA. EXPANDED STEEL SCREEN

FULL HEIGHT, INSTALL ON FACE OF STUD BEHIND GYP. BD

B4 - SIM. TO TYPE 'B' WITH 6" METAL STUDS

B5 - SIM. TO TYPE 'B4' WITH 18 GA. EXPANDED STEEL SCREEN FULL

HEIGHT, INSTALL ON FACE OF STUD BEHIND GYP. BD

BT - SIM. TO TYPE 'B' WITH CERAMIC TILE AS SCHEDULED

SCHEDULED CEILING

NON-SECURE SECURE

CONTINUOUS

ACOUSTICAL

SEALANT, BOTH

SIDES

CONTINUOUS RUNNER

W/ ANCHORS 32" O.C.

MAX - BED IN

CONTINUOUS BEADS

OF ACOUSTICAL

SEALANT

(2) LAYERS 5/8"

GYPSUM BOARD

BOTH SIDES

3-5/8" METAL STUDS

@ 16" O.C.

18 GA. EXPANDED

STEEL SCREEN FULL

HEIGHT WHERE

NOTED - INSTALL ON

FACE OF STUD,

SECURE SIDE

RAISED ACCESS

FLOORING SYSTEM

(RAF) WHERE

SCHEDULED

DEFLECTION TRACK -

BED IN CONTINUOUS

BEADS OF ACOUSTICAL

SEALANT

SCHEDULED

CEILING

FLOOR/ROOF

DECK

CONTINUOUS

ACOUSTICAL

SEALANT, BOTH

SIDES

CONTINUOUS

ACOUSTICAL

SEALANT, BOTH

SIDES

CONTINUOUS

RUNNER

3 5/8" METAL

STUDS @ 16" O.C.

3 1/2" SOUND

ATTENUATION

BLANKET

TOP OF SLAB

C - STC 50 MIN., EXTEND TO UNDERSIDE OF DECK

C1 (SMOKE PARTITION) - SIM. TO TYPE 'C', ALL VOIDS,

PENETRATIONS, & TOP/BOTTOM OF PARTITION SEALED WITH

FIRESTOPPING TO MAINTAIN WALL RATING

C2 (SMOKE PARTITION AT COLUMN) - SIM. TO TYPE 'C1' WITHOUT

THE OUTSIDE LAYER OF GYP. BD

5/8" GYPSUM

WALLBOARD

5/8" GYPSUM

WALLBOARD

DEFLECTION TRACK

1/2" RESILIENT

CHANNEL

BED RUNNER IN

CONTINUOUS BEAD

OF ACOUSTICAL

SEALANT

6" METAL STUDS

@ 16" O.C.

5/8" GYPSUM

WALLBOARD

SCHEDULED

CEILING

CERAMIC TILE

THIN-SET WHERE

SCHEDULED

DEFLECTION

TRACK

FLOOR/ROOF

DECK

CONTINUOUS

RUNNER

TOP OF SLAB

E - NON-RATED PARTITION

ET - SIM. TO TYPE 'E' WITH CERAMIC TILE AS SCHEDULED

5/8" GYPSUM

WALLBOARD

SCHEDULED CEILING

CERAMIC TILE

THIN-SET WHERE

SCHEDULED

FLOOR/ROOF

DECK

CONTINUOUS

FIRE/SMOKE

STOP SEALANT,

BOTH SIDES

5/8" TYPE 'X'

GYPSUM

WALLBOARD

SCHEDULED

CEILING

3 5/8" METAL

STUDS @ 16" O.C.

DEFLECTION TRACK

5/8" TYPE 'X' GYPSUM

WALLBOARD

SCHEDULED CEILING

TOP OF SLAB

CONTINUOUS

FIRE/SMOKE STOP

SEALANT, BOTH

SIDES

CONTINUOUS

RUNNER

CONTINUOUS

FIRE/SMOKE

STOP SEALANT,

BOTH SIDES

3" SAFB

INSULATION

F5 (FIRE RATED ASSEMBLY) - UL ASSEMBLY U419, 1 HOUR

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

FO

R

O

FF

IC

IA

L U

SE

O

N

LY

(F O

U O

C:\Users\K6ENXSCM\Documents\REVIT files\FY16PN79439ITF_ARCH_R15_K6ENXSCM.rvt 04/25/18 13:38:54

M

AR

C H

W

2P M

-1 8-

R -0

XX

XX

X-

XX

-X -X

XX

X

S.

M

U R

PH

Y

- J.

S

TE

IN

1-

-0

AE520

PA

R

TI

TI

O N

T

YP

ES

W

IL

M

IN

G

TO

N D

IS

TR

IC

T

6 9 D

AR

LI

N G

TO

N

A

VE

N U

E W

IL

M

IN

G

TO

N

, N C

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

SA

VA

N N

AH

D

IS

TR

IC

T

W . O

G

LE

TH

O

R

PE

A

VE

N U

E

SA

VA

N

N

AH

, G A

FO

R

T

BR

AG

G

, N O

R T H

C

AR

O

LI

N A

P N

AD

VA

N C

ED

S

KI

LL

S

TR

A I N

IN

G

F

AC

IL

IT

Y

J.

S

TE

IN

ISSUED FOR CONSTRUCTION

WALL TYPE NOTES

WALL TYPE 'F1, F2, F3, FC'06

WALL TYPE 'A'01

WALL TYPE 'F4'07

WALL TYPE 'D'04WALL TYPE 'B'02 WALL TYPE 'C'03

WALL TYPE 'E'05 WALL TYPE 'F5'08

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AP

R

MEMBRANE AT ALL WET AREAS. REFERENCE FINISH

SCHEDULE FOR TILE LOCATIONS. THESE

REQUIREMENTS ARE IN ADDITION TO TYPE 'X'

REQUIREMENT AT RATED WALLS.

2. USE HIGH IMPACT GYP BD IN ALL COMMON

AREAS, TO INCLUDE CORRIDORS, LOBBIES, AND

VESTIBULES, AND IN ALL STORAGE ROOMS.

3. SEE FINISH SCHEDULE FOR LOCATIONS WHERE

FIRE RETARDANT TREATED PLYWOOD ON GYP BD

WALL SURFACES ARE REQUIRED. THESE

REQUIREMENTS ARE IN ADDITION TO TYPE 'X'

REQUIREMENT AT RATED WALLS.

4. ALL FIRE RATED ASSEMBLIES SHALL COMPLY

WITH APPLICABLE UL DESIGN NO. FOR RATING

INDICATED.

5. METAL STUD SPACING FOR PARTITIONS WILL BE

MAXIMUM 16" O.C. AT ALL LOCATIONS TO RECEIVE

CERAMIC TILE WALL FINISH AND MAXIMUM 24" O.C.

AT ALL OTHER LOCATIONS U.N.O.

6. ALL WALLS FORMING THE PERIMETER OF THE

BUILDING ENVELOPE SHALL BE EXTENDED TO THE

UNDERSIDE OF THE ROOF DECK AND SEALED AT TOP

AND BOTTOM ON BOTH SIDES OF WALL.

7. SOME STUD WALLS WILL CONTAIN PLUMBING AND

MAY REQUIRE CUTTING, SPLICING, & REINFORCING

OF STUDS. REFER TO MECHANICAL FOR PLUMBING

LOCATIONS. STRUCTURAL INTEGRITY OF STUDS

MUST BE MAINTAINED.

8. INTERIOR STUD GAUGE SHALL BE AS FOLLOWS

OR HEAVIER, U.N.O.:

- 20 GA. FOR NON-LOADBEARING PARTITIONS UP TO

17-FT ABOVE SLAB

- 16 GA. AT WALLS WITH TILE, WALLS 20-FT ABOVE

SLAB, ALL CONTROLLED AREA PERIMETER WALLS,

AND ALL WITH EXPANDED STEEL SCREEN

- 12 GA. FOR 24-FT

- 12 GA. FOR 29-FT W/ 3-5/8" STUD W/ 2" FLANGE,

SPACING @ 12" O.C.

- 12 GA. FOR 40-FT W/ 6" STUD W/ 2" FLANGE,

SPACING @ 12" O.C.

9. PROVIDE SOLID BLOCKING AT ALL WALL-

MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO

TOILET ACCESSORIES, WALL STOPS, CASEWORK,

FIXTURES, AUDIO/VISUAL COMPONENTS, AND GFGI

ITEMS.

10. ALL PENETRATIONS INTO STC RATED AREAS

(WALLS, CEILINGS, FLOORS) SHALL BE SEALED BOTH

SIDES OF PARTITION.

11. WHERE NO CEILING IS SCHEDULED, EXTEND

WALL TO UNDERSIDE OF DECK U.N.O.

12. FURRED WALLS AT COLUMNS PENETRATING STC

RATED WALLS SHALL HAVE SOUND ATTENUATION

BATTS, EXTEND TO UNDERSIDE OF DECK, AND BE

SEALED AT TOP/BOTTOM WITH ACOUSTICAL

SEALANT.

13. CONTROLLED AREA PERIMETER INTERIOR TWO

LAYERS OF GYPSUM BOARD SHALL BE MOUNTED SO

THAT THE SEAMS DO NOT ALIGN (I.E. STAGGER

JOINTS). WALL PENETRATIONS SHALL BE TREATED

AND SEALED WITH ACOUSTIC MATERIAL. ENTIRE

WALL ASSEMBLY SHALL BE FINISHED AS

SCHEDULED FROM TRUE FLOOR TO TRUE CEILING.

14. RADIO FREQUENCY (RF) SHIELDING SHALL BE

INSTALLED IN ACCORDANCE WITH U.S. DEPARTMENT

OF STATE TECHNICAL REQUIREMENTS STEERING

COMMITTEE BEST PRACTICES GUIDELINE FOR

ARCHITECTURAL RADIO FREQUENCY SHIELDING.

REFER TO SPECIFICATION SECTION 13 49 20.00 10.

15. AT THIRD FLOOR, EXTEND ONLY PARTITIONS OF

STC RATED SPACES TO UNDERSIDE OF ROOF DECK.

ALL OTHER PARTITIONS SHOULD TERMINATE AT

UNDERSIDE OF TRUSSES U.N.O. IN FINISH

SCHEDULES - SEE 06/AE522 FOR SOUND CEILING

DETAIL.

16. PROVIDE 1/2" 18 GA. EXPANDED STEEL SCREEN

IAW AR 380-5 WHERE NOTED.

17. AT INTERIOR AIR BARRIER TESTING BOUNDARY,

SEAL TOP/BOTTOM OF PARTITIONS AND ALL

PENETRATIONS W/ FIRE/SMOKE BARRIER SEALANT

SYSTEM.

18. REFER TO STRUCTURAL DRAWINGS FOR

LOADBEARING PARTITION DETAILS (WALL TYPES F1-

F4 WHERE APPLICABLE).

6"

3 1/2" CONTINUOUS

BATT INSULATION

OVER TOP OF WALL

(AS SHOWN). EXTEND

TO 4'-0" BEYOND

WALL SURFACE (TYP.

EACH SIDE)

SCHEDULED

CEILING

5/8" GYPSUM

WALLBOARD

3 5/8" METAL

STUDS @ 16" O.C.

CONTINUOUS

ACOUSTICAL

SEALANT, BOTH

SIDES

CONTINUOUS

RUNNER

TOP OF SLAB

3" SOUND

ATTENUATION

BLANKET

H - NON-RATED PARTITION

METAL STUD BRACING AT

45 DEGREES TO WALL

AND 48" O.C. - ALTERNATE

DIRECTION AND EXTEND

TO STRUCTURE ABOVE

6"

3 5/8" METAL STUDS

@ 16" O.C.

TOP OF SLAB

5/8" GYPSUM

WALLBOARD

SCHEDULED

CEILING

CERAMIC TILE

THIN-SET WHERE

SCHEDULED

CONTINUOUS

RUNNER

5/8" GYPSUM

WALLBOARD

CERAMIC TILE

THIN-SET WHERE

SCHEDULED

METAL STUD BRACING AT

45 DEGREES TO WALL

AND 48" O.C. - ALTERNATE

DIRECTION AND EXTEND

TO STRUCTURE ABOVE

J - NON-RATED, NON-ACOUSTIC PARTITION

J1 - SIM. TO TYPE 'J', INSTALL ON TOP OF RAISED

ACCESS FLOORING (SEE DETAIL 03/AE522)

JT - SIM. TO TYPE 'J' WITH CERAMIC TILE AS SCHEDULED

FLOOR/ROOF

DECK

CONTINUOUS

FIRE/SMOKE

STOP SEALANT,

BOTH SIDES

5/8" TYPE 'X'

GYPSUM

WALLBOARD

2-1/2" METAL CH

STUDS

TOP OF SLAB

CONTINUOUS

FIRE/SMOKE

STOP SEALANT,

BOTH SIDES

F6 (FIRE RATED ASSEMBLY) - UL ASSEMBLY U469, 1 HOUR

CONTIGUOUS

2-1/2" J RUNNER

CONTINUOUS 2-1/2"

J RUNNER

1" SAFB

INSULATION

1" TYPE "X" GYPSUM

SHAFT LINER

WALLBOARD

3 5/8" METAL

STUDS @ 16" O.C.

5/8" GYPSUM

WALLBOARD

SCHEDULED

CEILING

DEFLECTION

TRACK

FLOOR/ROOF

DECK

CONTINUOUS

RUNNER

TOP OF SLAB

G - LEVEL 2 BALLISTIC RATED PARTITION

UL 752 LEVEL 2

BULLET-RESISTANT

FIBERGLASS PANELS

- INSTALL ON

OUTSIDE FACE OF

STUD AND PER MFR

INSTRUCTIONS

5/8" GYPSUM

WALLBOARD

SCHEDULED CEILING

NON-SECURE SECURE

1 5/8" METAL STUD

FRAMING

SCHEDULED

CEILING

DEFLECTION TRACK

FLOOR/ROOF DECK

CONTINUOUS

RUNNER

TOP OF SLAB

K (CHASE OR FURRED WALL) - RF SHIELDING BETWEEN GYP BD ON

SECURE SIDE - TRANSITION RF SHIELDING ONTO FLOOR SLAB /

METAL DECK IAW SPECIFICATIONS AT ALL CONTROLLED AREA

PERIMETER WALLS, TYPICAL

K1 - SIM. TO TYPE 'K' WITHOUT RF SHIELDING, AND WITH 3-5/8"

STUDS & 3-1/2" SOUND ATTENUATION BLANKETS - EXTEND TO

UNDERSIDE OF ROOF AT THIRD FLOOR

(2) LAYERS 5/8"

TYPE 'X' GYPSUM

BOARD

CONTINUOUS

UNINTERRUPTED

RADIO FREQUENCY

(RF) SHIELDING

BETWEEN GYPSUM

LAYERS

RAISED ACCESS

FLOORING SYSTEM

(RAF) WHERE

SCHEDULED

1" SOUND

ATTENUATION

BLANKET

CONTINUOUS

ACOUSTICAL

SEALANT

CONTINUOUS

ACOUSTICAL

SEALANT

NON-SECURE SECURE

3 5/8" METAL STUDS

@ 16" O.C.

5/8" GYPSUM

WALLBOARD

SCHEDULED

CEILING

CERAMIC TILE

THIN-SET WHERE

SCHEDULED

DEFLECTION TRACK

FLOOR/ROOF

DECK

CONTINUOUS

RUNNER TOP OF SLAB

L (CHASE OR FURRED WALL) - NON-RATED PARTITION

L1 - SIM. TO TYPE 'L' WITHOUT SOUND ATTENUATION BLANKET

LT - SIM. TO TYPE 'L' WITH CERAMIC TILE AS SCHEDULED

RAISED ACCESS

FLOORING SYSTEM

(RAF) WHERE

SCHEDULED

CONTINUOUS

ACOUSTICAL

SEALANT

CONTINUOUS

ACOUSTICAL

SEALANT

1 5/8" METAL

STUD FRAMING

5/8" GYPSUM

WALLBOARD

SCHEDULED

CEILING

CERAMIC TILE

THIN-SET WHERE

SCHEDULED

DEFLECTION

TRACK

FLOOR/ROOF

DECK

CONTINUOUS

RUNNER

TOP OF SLAB

M (CHASE OR FURRED WALL) - NON-RATED PARTITION

M1 - SIM. TO TYPE 'M' WITHOUT SOUND ATTENUATION BLANKET

M2 - SIM. TO TYPE 'M' WITH 2-1/2" METAL STUDS

MT - SIM. TO TYPE 'M' WITH CERAMIC TILE AS SCHEDULED

6"

3 5/8" METAL STUDS

@ 16" O.C.

TOP OF SLAB

5/8" GYPSUM

WALLBOARD

SCHEDULED

CEILING

CERAMIC TILE

THIN-SET WHERE

SCHEDULED

N (CHASE OR FURRED WALL) - NON-RATED, NON-

ACOUSTIC PARTITION

N1 - SIM. TO TYPE 'N' WITH 1-5/8" METAL STUDS

N2 - SIM. TO TYPE 'N' WITH 2-1/2" METAL STUDS

NT - SIM. TO TYPE 'N' WITH CERAMIC TILE AS SCHEDULED

METAL STUD BRACING AT

45 DEGREES TO WALL

AND 48" O.C. - ALTERNATE

DIRECTION AND EXTEND

TO STRUCTURE ABOVE

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

S I

D

E

F

G

2 3 4 5 6 7 8 9 10

FOR OFFICIAL USE ONLY (FOUO)

FOR OFFICIAL USE ONLY (FOUO)

FO

R

O

FF

IC

IA

L U

SE

O

N

LY

(F O

U O

C:\Users\K6ENXSCM\Documents\REVIT files\FY16PN79439ITF_ARCH_R15_K6ENXSCM.rvt 04/25/18 13:39:08

M

AR

C H

W

2P M

-1 8-

R -0

XX

XX

X-

XX

-X -X

XX

X

S.

M

U R

PH

Y

- J.

S

TE

IN

1-

-0

AE521

PA

R

TI

TI

O N

T

YP

ES

W

IL

M

IN

G

TO

N D

IS

TR

IC

T

6 9 D

AR

LI

N G

TO

N

A

VE

N U

E W

IL

M

IN

G

TO

N

, N C

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

SA

VA

N N

AH

D

IS

TR

IC

T

W . O

G

LE

TH

O

R

PE

A

VE

N U

E

SA

VA

N

N

AH

, G A

FO

R

T

BR

AG

G

, N O

R T H

C

AR

O

LI

N A

P N

AD

VA

N C

ED

S

KI

LL

S

TR

A I N

IN

G

F

AC

IL

IT

Y

J.

S

TE

IN

ISSUED FOR CONSTRUCTION

WALL TYPE NOTES

WALL TYPE 'H'03 WALL TYPE 'J'04WALL TYPE 'F6'01 WALL TYPE 'G'02

WALL TYPE 'K'05 WALL TYPE 'L'06 WALL TYPE 'M'07 WALL TYPE 'N'08

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AP

R

MEMBRANE AT ALL WET AREAS. REFERENCE FINISH

SCHEDULE FOR TILE LOCATIONS. THESE

REQUIREMENTS ARE IN ADDITION TO TYPE 'X'

REQUIREMENT AT RATED WALLS.

2. USE HIGH IMPACT GYP BD IN ALL COMMON

AREAS, TO INCLUDE CORRIDORS, LOBBIES, AND

VESTIBULES, AND IN ALL STORAGE ROOMS.

3. SEE FINISH SCHEDULE FOR LOCATIONS WHERE

FIRE RETARDANT TREATED PLYWOOD ON GYP BD

WALL SURFACES ARE REQUIRED. THESE

REQUIREMENTS ARE IN ADDITION TO TYPE 'X'

REQUIREMENT AT RATED WALLS.

4. ALL FIRE RATED ASSEMBLIES SHALL COMPLY

WITH APPLICABLE UL DESIGN NO. FOR RATING

INDICATED.

5. METAL STUD SPACING FOR PARTITIONS WILL BE

MAXIMUM 16" O.C. AT ALL LOCATIONS TO RECEIVE

CERAMIC TILE WALL FINISH AND MAXIMUM 24" O.C.

AT ALL OTHER LOCATIONS U.N.O.

6. ALL WALLS FORMING THE PERIMETER OF THE

BUILDING ENVELOPE SHALL BE EXTENDED TO THE

UNDERSIDE OF THE ROOF DECK AND SEALED AT TOP

AND BOTTOM ON BOTH SIDES OF WALL.

7. SOME STUD WALLS WILL CONTAIN PLUMBING AND

MAY REQUIRE CUTTING, SPLICING, & REINFORCING

OF STUDS. REFER TO MECHANICAL FOR PLUMBING

LOCATIONS. STRUCTURAL INTEGRITY OF STUDS

MUST BE MAINTAINED.

8. INTERIOR STUD GAUGE SHALL BE AS FOLLOWS

OR HEAVIER, U.N.O.:

- 20 GA. FOR NON-LOADBEARING PARTITIONS UP TO

17-FT ABOVE SLAB

- 16 GA. AT WALLS WITH TILE, WALLS 20-FT ABOVE

SLAB, ALL CONTROLLED AREA PERIMETER WALLS,

AND ALL WITH EXPANDED STEEL SCREEN

- 12 GA. FOR 24-FT

- 12 GA. FOR 29-FT W/ 3-5/8" STUD W/ 2" FLANGE,

SPACING @ 12" O.C.

- 12 GA. FOR 40-FT W/ 6" STUD W/ 2" FLANGE,

SPACING @ 12" O.C.

9. PROVIDE SOLID BLOCKING AT ALL WALL-

MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO

TOILET ACCESSORIES, WALL STOPS, CASEWORK,

FIXTURES, AUDIO/VISUAL COMPONENTS, AND GFGI

ITEMS.

10. ALL PENETRATIONS INTO STC RATED AREAS

(WALLS, CEILINGS, FLOORS) SHALL BE SEALED BOTH

SIDES OF PARTITION.

11. WHERE NO CEILING IS SCHEDULED, EXTEND

WALL TO UNDERSIDE OF DECK U.N.O.

12. FURRED WALLS AT COLUMNS PENETRATING STC

RATED WALLS SHALL HAVE…