W9128A-19-B-0002_Drawings_(Part_4_of_6).pdf

PDF 12 MB Posted Jul 31, 2019

Attached to: Repair Building 3004, Schofield Barracks, Hawaii
Solicitation number: W9128A19B0002
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

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W9128A-19-B-0002 Drawings (Part 4 of 6)

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File	Type	Posted
19b2-BidAbstract.pdf	PDF	Sep 21, 2019
sf30-19b2-am4.pdf	PDF	Sep 6, 2019
W9128A-19-B-0002_Am-0003_Drawings_Part2.pdf	PDF	Aug 29, 2019
W9128A-19-B-0002_Am-0003_Specifications.pdf	PDF	Aug 29, 2019
sf30-19b2-am3.pdf	PDF	Aug 29, 2019
W9128A-19-B-0002_Am-0003_Drawings_Part1.pdf	PDF	Aug 29, 2019
W9128A-19-B-0002_Am-0002.pdf	PDF	Aug 16, 2019
W9128A-19-B-0002_Am-0001.pdf	PDF	Aug 14, 2019
W9128A-19-B-0002_Specifications_(Part_3_of_4).pdf	PDF	Jul 31, 2019
W9128A-19-B-0002_Drawings_(Part_2_of_6).pdf	PDF	Jul 31, 2019
W9128A-19-B-0002_Drawings_(Part_3_of_6).pdf	PDF	Jul 31, 2019
W9128A-19-B-0002_Drawings_(Part_6_of_6).pdf	PDF	Jul 31, 2019
W9128A-19-B-0002_Specifications_(Part_4_of_4).pdf	PDF	Jul 31, 2019
W9128A-19-B-0002_Drawings_(Part_1_of_6).pdf	PDF	Jul 31, 2019
W9128A-19-B-0002_Specifications_(Part_2_of_4).pdf	PDF	Jul 31, 2019
W9128A-19-B-0002_Specifications_(Part_1_of_4).pdf	PDF	Jul 31, 2019
W9128A-19-B-0002_Invitation_for_Bid.pdf	PDF	Jul 31, 2019
W9128A-19-B-0002_Drawings_(Part_5_of_6).pdf	PDF	Jul 31, 2019

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GYP BD

PAINT, TYP

REF

(NIC)

BASE AS

SCHED, TYP

2' - 6" 3' - 0" 2' - 6" 3' - 0"

A4 A-513

A7 A-513

OPEN

EQEQ

SERVICE SINK,

SEE PLUMB DWGS

GYP BD

PAINT, TYP

BASE AS

SCHED, TYP

ROOF DRAIN PIPING,

SEE PLUMB DWGS

EXST CONC COLUMN

REF (NIC)

EXST CONC

WALL, TYP

SINK, SEE

PLUMB DWGS

2A2

CLR

2' - 0"

SERVICE SINK,

SEE PLUMB DWGS

7 3C

JAN

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-413

R G

E D P

A N

V A

O N

E A

K R

, J

F Y

R E P

B L D

, H

A W

I H

O N

O L U

. S

, H

A I I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

TO TO

, R

S, K

RTA SUBMITTAL

1/4" = 1'-0"D8

INT ELEV - BREAK RM 126

(RM 230, RM 329 SIM)

1/4" = 1'-0"D6

INT ELEV - JAN RM 239

(RM 339 SIM)

TRUE NORTH

PLAN NORTH

KEY TO

INTERIOR

ELEV

D B

NOTE:

SEE SHEET A-405

FOR TOILET ACCESSORIES

SCHEDULE

1/4" = 1'-0"F8

PLAN - BREAK RM 126

(RM 230, RM 329 SIM)

1/4" = 1'-0"F6

PLAN - JAN RM 239

(RM 339 SIM)

4' 4' 8'

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

3' 2' 1' 0'

CONC PAD,

SEE CIVIL, TYP

A2 A-414

10'-0" WIDE GATE,

TYP, SEE

3' - 6"3' - 0"3' - 6"

A-414 F6

EQEQEQEQEQEQEQEQ

BLACK COATED

LATCH/LOCK

2x4 COMPOSITE HORIZ

WOOD NAILERS

GATE SUPPORT - COMPOSITE FRAME

AND GUSSET AT EACH CORNER

GALV PIPE STRAP AT

EACH HORIZ NAILER12"

1/2" THK

MEETING AT GATE

BLACK

COATED

T-HINGE

GATE WIDTH

1 1/4" 12"

MECHANICAL ENCLOSURE GATE HARDWARE

QTY DESCRIPTION MANUFACTURER FINISH

8 EA GATE HINGE STANLEY "LIFESPAN" HEAVY DUTY

(909) 6" T-HINGE OR BLACK COATED

APPROVED EQUAL

2 EA GATE LATCH/LOCK HEAVY DUTY

BLACK COATED

VERTICAL 1"

SQUARE EDGE

BOARD (1" x 5 1/2"

NET SIZE)

FASTENERS TO

MATCH BOARD

COLOR - TYPICAL

LAP VERT BOARD

2" DIA GALV PIPE VERTICAL

POSTS WITH GALV PIPE CAPS

0" 2'

2x4 SQ EDGE COMPOSITE WOOD

NAILERS @ 2'-0" O.C. MAX; BOLT

THRU 2" GALV POSTS, TYP

1x6 SQ EDGE COMPOSITE WOOD

VERTICAL BOARDS SPACED 1-1/4"

APART; SECURE TO NAILER WITH

COUNTER SUNK STAINLESS STEEL

FASTENERS

VERIFY FINAL GRADING W/

CIVIL DWGS

NOTE:

COMPOSITE WOOD - TREX

OR APPROVED EQUAL

COMPOSITE WOOD COLOR

TO MATCH BUILDING

EXTERIOR BODY COLOR

TYP

1' - 3"

CONC PAD,

SEE CIVIL

CONCRETE FOOTING

CLASS "B" CONCRETE,

NEAT EXCAVATION

DIA

1' - 0"

1" T

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-414

E Q

C L O

- P

L A N

S E

O N

, D E T

F Y

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B L D

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-5

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TO TO

, K

RTA SUBMITTAL

1/4" = 1'-0"B8 PLAN - MECH ENCLOSURE

3" = 1'-0"F6 PLAN - TYP MECH ENCLOSURE GATE

1 1/2" = 1'-0"A2 SECTION - MECH ENCLOSURE

0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

0 1' 2'

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

4' 4' 8'

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

3' 2' 1' 0'

TRUE NORTH

PLAN NORTH

H R

O O

G H

TOP OF FLASHING

CAPPED OR ROLLED

INTO PIPE APPROX 1"

LEAD FLASHING

COMPATIBLE ROOF

CEMENT OR

COMPATIBLE SEALANT

AT PENETRATION TO

MEMBRANE JUNCTURE

PER MANUF

RECOMMENDATION

PROTECTION BOARD

MODIFIED BITUMEN

MEMBRANE STRIPPING

PLY, PRIME FLANGE

BEFORE STRIPPING

MODIFIED BITUMEN

ROOF MEMBRANE

SYSTEM

TAPERED INSULATION

MIN R-VALUE=20

EXST CONC ROOF

NOTES:

IF USING COPPER FLASHING OVER AN IRON OR STEEL PIPE, INSERT A SEPARATOR SHEET (E.G., ASHPALT-SATURATED ROOFING FELT), WRAPPED AROUND PIPE TO SEPARATE THE COPPER FLASHING

FROM DIRECT CONTACT WITH PIPE TO REDUCE GALVANIC ACTION

VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES OF CLEARANCE ON ALL

SIDES FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING

PIPE SIZE VARIES. SEE PLUMB DWGS

ALUM SCUPPER LINING

MASTIC

STRIPPING PLY

INTERPLY

LEAD FLASHING

SET IN MASTIC

EXST CONC PARAPET

DOME

ROOF DRAIN

FLASHING CLAMP

EXTENSION

GASKET

EXST

CONC

ROOF

CAST IRON DRAIN

STACK, SEE

PLUMB DWGS

COMPRESSIBE ELASTOMERIC

SEALANT OR TAPE TO SPAN

IRREGULARITIES

CONCRETE FASTENERS @ 12" OC

SEAL TOP OF FLASHING WITH A VERTICAL

GRADE ROOF CEMENT PER ROOFING

MANUF RECOMMENDATION

SHEET METAL COUNTERFLASHING

EXST CONC PARAPET

MULTIPLE-PLY

MEMBRANE

BASE FLASHING

8" MIN HEIGHT

FEATHERED AT

FIELD OF ROOF

MODIFIED BITUMEN

ROOF MEMBRANE

SYSTEM

PROTECTION BOARD

TAPERED INSULATION,

MIN R-VALUE=20

CANT

EXST CONC ROOF

(APPROX SLOPE: 1/4"

PER FT)

8" M

NOTE:

COUNTERFLASHING DETAIL MAY BE A TWO PIECE REGLET AND COUNTERFLASHING.

8" M

1- 1/

2" M

-1 /4

" M

WOOD CURB OUT OF SHAPED

4X8 TREATED WOOD

1/2"Ø BOLT @ 32" OC DRILL HOLE

IN EXST CONC CURB, EMBED 3"

& FILL W/ EPOXY GROUT

EXST CONC CURB

16 OZ COPPER FLASHING COVER TO MATCH

EXST FLASHING COVER IN SIZE AND PROFILE

16 OZ COPPER FLASHING TO MATCH EXST

COUNTER FLASHING IN SIZE AND PROFILE

MODIFIED BITUMEN

ROOF MEMBRANE

SYSTEM

3 - 2x TREATED WOOD

1" EXST

BASE FLASHING

PROTECTION BD

TAPERED INSULATION,

MIN R-VALUE=20

EXST CONC CURB METAL DECKING AND CONC

TOPPING, SEE STRUCT

PROTECTION BD

TAPERED INSULATION,

MIN R-VALUE=20

MODIFIED BITUMEN ROOF

MEMBRANE SYSTEM

SLOPE SLOPE

RIDGE

EXST CONC CURB

EXST CONC

BEAM, CURB,

AND SLAB

EXST STL BEAM

WOOD CURB OUT OF SHAPED

4X8 TREATED WOOD

1/2"Ø BOLT @ 32" OC DRILL HOLE

IN CONC CURB, EMBED 3" & FILL

W/ EPOXY GROUT

PROTECTION BD

ROOF HATCH

3 - 2x

TREATED

WOOD

MODIFIED BITUMEN ROOF

MEMBRANE SYSTEM

TAPERED

INSULATION,

MIN R-VALUE=20

8" M

CONC ROOF

CURB, SEE

STRUCT

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

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2 3 4 5 6 7 8 9 10

E M

C R

O N

A-501

R O

O F

F Y

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B L D

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-5

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G C

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H O

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TO TO

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RTA SUBMITTAL

3" = 1'-0"D4 SECTION - VTR

3" = 1'-0"A1 SECTION - SCUPPER AND ROOF DRAIN

3" = 1'-0"A4 SECTION - PARAPET WALL

3" = 1'-0"A7

SECTION - EXST

BLDG EXPANSION JOINT

1 1/2" = 1'-0"D7 SECTION - ROOF @ EXST OPENINGS

0 1' 2'

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

0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

3" = 1'-0"D1 SECTION - ROOF HATCH

SHEET METAL

CONDUCTOR HEAD

1" 1"

2" 4"

BOT OF SCUPPER

REMOVABLE S.S.

STRAINER

DOWNSPOUT

LEADER

EXST CONC WALL

A-501 A1

SECTION

1" 10" 1"

STIFFENER RIBS

ELEVATION

4" x 3" SHT MTL

DOWNSPOUT

1" WIDE x 1/8"

THK METAL

DOWNSPOUT

STRAP @ 4'-0" OC

FACE OF

EXST WALL1" WIDE x 1/8" THK

SHEET METAL SPACER

BRACKET; TYP @ EA

DOWNSPOUT STRAP

SUPPORT ANGLE AND BEAM,

SEE STRUCT

3" DIA PIPE SUPPORT, SEE STRUCT

SEALANT

SST CLAMPING RING

GALV SHT MTL UMBRELLA

EXTEND CAP SHEET PATCH

MEMBRANE, MINIMUM 1/2" UP PIPE

CAP SHEET PATCH MEMBRANE

MIN 4" LARGER THAN DIA OF

PRE-MOLDED PIPE MEMBRANE

(INSTALL PER MFR INSTRUCTIONS)

BASE PLATE AND GROUT,

SEE STRUCT

TAPERED INSULATION, TYP

PRE-MOLDED PIPE FLASHING

MODIFIED BITUMEN ROOF

MEMBRANE SYSTEM, TYP

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-502

R O

O F

F Y

R E P

B L D

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A W

I H

O N

O L U

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A I I 9

-5

N G

G C

R H

O N

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H O

N O

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TO TO

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S, K

RTA SUBMITTAL

0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

3" = 1'-0"D7 CONDUCTOR HEAD AND SCUPPER

3" = 1'-0"B5 PLAN - DOWNSPOUT

3" = 1'-0"B7 SECTION - EQUIPMENT PLATFORM SUPPORT

WT-3A: 5/8" TYPE "X" GYP

BD BOTH SIDES

WT-3B, 3C: 5/8" IMPACT

RESISTANT GYP BD @

CORRIDOR SIDE OF WALL;

5/8" TYPE "X" GYP BD

OTHER SIDE

BASE AS SCHED, TYP

FLOORING AS

SCHED

CEILING

AS SCHED

WT-3A WT-3B

EXTEND UP TO

UNDERSIDE OF

FLOOR ABOVE

362S125-33 MTL

STUDS @ 16" OC W/

3-1/2" THK SOUND

ATTENUATION BATT

INSULATION

ONE-HOUR FIRE

RESISTIVE RATED

WALL ASSEMBLY

UL DESIGN NO. U465

WT-3C

WT-3A

WT-3B

MIN STC 45

SOUND RATED

ASSEMBLY

ACOUSTIC SEALANT

AT TOP & BOT TRACK

AT STC RATED

ASSEMBLIES

EXTERIORINTERIOR

WT-2, 2A, 2B, 2C: 5/8" TYPE "X"

GYP BD ON INTERIOR SIDE

WT-2D: 5/8" IMPACT RESISTANT

GYP BD ON INTERIOR SIDE

WT-2B

BASE AS SCHED

6" M

CEILING AS SCHED

FACE OF EXST OR NEW

CONC WALL / COLUMN

WT-2A

WT-2, 2A: 250S125-33 MTL STUDS

@ 16" OC W/ 2" THK SOUND

ATTENUATION BATT INSULATION

WT-2B: 600S125-33 MTL STUDS @

16" OC W/ 5-1/2" THK SOUND

ATTENUATION BATT INSULATION

WT-2C, WT-2D: 362S125-33 MTL

STUDS @ 16" OC W/ 3-1/2" THK

SOUND ATTENUATION BATT

INSULATION

SEE PLANS @ WT-2A, WT-2C, WT-2D

FLUSH @ WT-2, WT-2B

WT-2 WT-2C WT-2D

EXTEND UP TO UNDERSIDE

OF FLOOR ABOVE AT WT-2C,

WT-2D

WT-1A

BASE AS SCHED

CEILING AS SCHED

CONC WALL,

SEE STRUCTURAL

WT-1

WT-1A:

CERAMIC TILE

WAINSCOT

5/8" IMPACT

RESISTANT GYP BD

BOTH SIDES

CEILING

AS SCHED

EXTEND UP TO

UNDERSIDE OF

FLOOR ABOVE

MIN STC 45 SOUND

RATED ASSEMBLY

362S125-33 MTL

STUDS @ 16" OC W/

3-1/2" THK SOUND

ATTENUATION BATT

INSULATION

WT-4

FLATTENED

18 GAUGE

EXPANDED

MTL SCREEN

BASE AS SCHED, TYP

FLOORING AS

SCHED

ACOUSTIC SEALANT

AT TOP & BOT TRACK

362S125-33 MTL STUDS

@ 16" OC W/ 3-1/2" THK

SOUND ATTENUATION

BATT INSULATION

WT-5: ONE LAYER 5/8" TYPE "X"

GYP BD

WT-5A: ONE LAYER 5/8" IMPACT

RESISTANT GYP BD @

CORRIDOR SIDE OF WALL

BASE AS SCHED, TYP

FLOORING AS

SCHED

CEILING

AS SCHED

EXTEND UP TO

UNDERSIDE OF

FLOOR ABOVE

MIN STC 50 SOUND

RATED ASSEMBLY

2 LAYERS

5/8" TYPE "X"

GYP BD

WT-5 WT-5A

ACOUSTIC SEALANT

AT TOP & BOT TRACK

WT-3: 5/8" TYPE "X" GYP

BD BOTH SIDES

WT-3D: 5/8" IMPACT

RESISTANT GYP BD @

CORRIDOR SIDE OF

WALL; 5/8" TYPE "X" GYP

BD OTHER SIDE

BASE AS SCHED, TYP

FLOORING AS

SCHED

CEILING

AS SCHED

6" M

362S125-33 MTL

STUDS @ 16" OC W/

3-1/2" THK SOUND

ATTENUATION BATT

INSULATION

WT-3 WT-3D

WT-3E: 5/8" IMPACT

RESISTANT GYP BD @

CORRIDOR SIDE OF

WALL; 5/8" TYPE "X" GYP

BD OTHER SIDE

BASE AS SCHED, TYP

FLOORING AS

SCHED

CEILING

AS SCHED

EXTEND UP TO

UNDERSIDE OF

FLOOR ABOVE

362S125-33 MTL

STUDS @ 16" OC W/

3-1/2" THK SOUND

ATTENUATION BATT

INSULATION

MIN STC 45

SOUND RATED

ASSEMBLY

WT-3E

CONC CURB,

SEE STRUCT

CORRIDORMECHANICAL

ACOUSTIC SEALANT

AT TOP & BOT TRACK

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

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C O

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2 3 4 5 6 7 8 9 10

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C R

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A-503

P E S

F Y

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B L D

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N G

G C

R H

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S, K

RTA SUBMITTAL

1" = 1'-0"A6 SECTION - INTERIOR PARTITION

1" = 1'-0"A8 SECTION - INTERIOR PARTITION

1" = 1'-0"E8 SECTION - INTERIOR PARTITION

0 1' 2'

SCALE: 1" = 1'-0"

1" = 1'-0"A3 SECTION - INTERIOR PARTITION

1" = 1'-0"E1 SECTION - INTERIOR PARTITION

1" = 1'-0"E6 SECTION - INTERIOR PARTITION

1" = 1'-0"E3 SECTION - INTERIOR PARTITION

5/8" TYPE "X" GYP BD

ABOVE CT WAINSCOT

FLOORING AS SCHED

CEILING

AS SCHED

6" M

WT-6 WT-6A

WT-6: 362S125-33 MTL

STUDS @ 16" OC W/ 3-1/2"

THK SOUND ATTENUATION

BATT INSULATION

WT-6A: 600S125-33 MTL

STUDS @ 16" OC W/ 5-1/2"

THK SOUND ATTENUATION

BATT INSULATION

CERAMIC TILE WAINSCOT

ON 5/8" CEMENT BD

BOTH SIDES

RESTROOM

5/8" TYPE "X" GYP BD

ABOVE CT WAINSCOT

WT-9B

6" M

CEILING AS SCHED

FACE OF EXST

OR NEW CONC

WALL / COLUMN

WT-9A

WT-9: 362S125-33 MTL STUDS @

16" OC W/ 3-5/8" THK SOUND

ATTENUATION BATT INSULATION

WT-9A: 600S125-33 MTL STUDS @

16" OC W/ 5-1/2" THK SOUND

ATTENUATION BATT INSULATION

\WT-9B: 250S125-33 MTL STUDS @

16" OC W/ 2-1/2" THK SOUND

ATTENUATION BATT INSULATION

FLUSH UNLESS OTHERWISE

NOTED ON PLAN

WT-9

CERAMIC TILE WAINSCOT

ON 5/8" CEMENT BD

FLOORING AS SCHED

WT-8 WT-8A

WT-8: 362S125-33 MTL STUDS @

16" OC W/ 3-1/2" THK SOUND

ATTENUATION BATT INSULATION

WT-8A: 600S125-33 MTL STUDS @

16" OC W/ 5-1/2" THK SOUND

ATTENUATION BATT INSULATION

CERAMIC TILE WAINSCOT ON

5/8" CEMENT BD BOTH SIDES

4" (N

CERAMIC TILE WAINSCOT

ON 5/8" CEMENT BD

METAL STUDS,

SEE WALL TYPE

3"x3"x3/16"

GALV STEEL TSS

POST W/ BASE PLATE6"

PLAN VIEW @ END OF WALL

5/8" TYPE "X" GYP BD

ABOVE CT WAINSCOT

@ BATHROOM SIDE

CEILING

AS SCHED

WT-7 WT-7A

EXTEND UP TO

UNDERSIDE OF

FLOOR ABOVE

WT-7, 7B, 7C, 7D:

362S125-33 MTL STUDS @

16" OC W/ 3-1/2" THK

SOUND ATTENUATION

BATT INSULATION

WT-7A: 600S125-33 MTL

STUDS @ 16" OC W/ 5-1/2"

THK SOUND ATTENUATION

BATT INSULATION

CERAMIC TILE WAINSCOT

ON 5/8" CEMENT BD @

BATHROOM SIDE

BASE AS

SCHED, TYP

WT-7B

WT-7B WT-7C

WT-7, 7A, 7C:

5/8" TYPE "X" GYP BD

WT-7B, 7D:

5/8" IMPACT

RESISTANT GYP BD

WT-7D

ONE-HOUR FIRE

RESISTIVE RATED

WALL ASSEMBLY

UL DESIGN

NO. U442

FLOORING

AS SCHED

FLOORING AS SCHED

WT-10 WT-10A

WT-10: 362S125-33 MTL

STUDS @ 16" OC W/ 3-1/2"

THK SOUND ATTENUATION

BATT INSULATION

WT-10A: 600S125-33 MTL

STUDS @ 16" OC W/ 5-1/2"

THK SOUND ATTENUATION

BATT INSULATION

CERAMIC TILE

WAINSCOT ON

5/8" CEMENT BD

4" (N

SEE PLAN

362S125-33 MTL STUDS

@ 16" OC W/ 3-1/2" THK

SOUND ATTENUATION

BATT INSULATION

ONE LAYER

5/8" TYPE "X" GYP BD

ABOVE CT WAINSCOTCEILING

AS SCHED

EXTEND UP TO

UNDERSIDE OF

FLOOR ABOVE

MIN STC 50 SOUND

RATED ASSEMBLY

2 LAYERS

5/8" TYPE "X"

GYP BD

WT-11

CERAMIC TILE WAINSCOT

ON 5/8" CEMENT BD @

BATHROOM SIDE

BASE AS SCHED, TYP

FLOORING AS

SCHED

ACOUSTIC

SEALANT AT TOP

& BOT TRACK

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

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E :

C O

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2 3 4 5 6 7 8 9 10

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A-504

P E S

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S, K

RTA SUBMITTAL

1" = 1'-0"E8 SECTION - INTERIOR PARTITION

0 1' 2'

SCALE: 1" = 1'-0"

1" = 1'-0"A6 SECTION - INTERIOR PARTITION

1" = 1'-0"E6 SECTION - INTERIOR PARTITION

1" = 1'-0"A8 SECTION - INTERIOR PARTITION

1" = 1'-0"E3 SECTION - INTERIOR PARTITION

1" = 1'-0"A3 SECTION - INTERIOR PARTITION

RESTROOMS - TYPICAL

0" 1/

4" 6"

RESTROOMS - SHOWERS

0" 1/

4" 6"

9" 3"

1/ 4"6"

4" 7'

1/ 2"

CT-3

GMT-1

CT-2

CT-3

GMT-1

CT-2

CT-3

GMT-1

CT-2

CT-3

FIN FLR

MORTAR BED, TYP

CONC

SLAB

THIN MORTAR BED

PER MANUF, TYP

CERAMIC TILE AS

SCHED, TYP

1/4" NON-SHRINK

GROUT, TYP

FLOOR DRAIN

ASSEMBLY, TYP

FLOOR DRAIN PIPE,

SEE PLUMB DWGS, TYP

SL TO DRAIN, TYP

RECTANGULAR STRAINER;

EDGES TO ALIGN WITH FULL

TILE; DO NOT CUT TILES, TYP

CONT WATERPROOFING

MEMBRANE, TYP

SL TO DRAIN, TYP

METAL STUDS, SEE

PLANS FOR SIZE

FACE OF CONC WALL

WHERE OCCURS

5/8" CEMENT BD

WATERPROOFING

MEMBRANE, EXTEND

FULL HEIGHT

SEALANT

SLOPED FILL

UNDER

SHOWER PAN

CERAMIC TILE

WAINSCOT/FLOORING,

TILE COUNCIL OF

AMERICA INSTALLATION

STANDARD B415

REINFORED MORTAR BED, TYP

SHOWER PAN MEMBRANE, TYP

CRUSHED TILE

OR STONE

FLOOR DRAIN

WEEP HOLE

DEPRESSED

CONC SLAB

CONCRETE CURB,

SEE STRUCT

5/8" CEMENT BD

BOND COAT

CERAMIC TILE, TILE COUNCIL OF

AMERICA INSTALLATION STANDARD

W202I (THINSET CONC);

W244C (THINSET CEMENT BD)

CERAMIC TILE FLOORING,

TILE COUNCIL OF

AMERICA INSTALLATION

STANDARD F121

MORTAR BED, TYP

REINFORCING, TYP

WATERPROOFING

MEMBRANE, TYP

DEPRESSED

CONC SLAB

SEALANT

FACE OF CONC WALL

WHERE OCCURS

METAL STUDS, SEE

PLANS FOR SIZE

5/8" CEMENT BD

BOND COAT

CERAMIC TILE, TILE COUNCIL OF

AMERICA INSTALLATION STANDARD

W202I (THINSET CONC);

W244C (THINSET CEMENT BD)

CERAMIC TILE FLOORING,

TILE COUNCIL OF AMERICA

INSTALLATION STANDARD

F113A (THINSET CONC)

SEALANT

FACE OF CONC WALL

WHERE OCCURS

METAL STUDS, SEE

PLANS FOR SIZE

EXST OR NEW CONC SLAB

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-505

E D

A I

F Y

R E P

B L D

, H

A W

I H

O N

O L U

. S

, H

A I I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

TO TO

, R

S, K

RTA SUBMITTAL

0 1' 2'

SCALE: 1" = 1'-0"

1" = 1'-0"A8 CERAMIC TILE WAINSCOT

3" = 1'-0"F2 SECTION - FLOOR DRAIN

0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

3" = 1'-0"D2 SECTION - CT @ SHOWER

3" = 1'-0"A2

SECTION - CT

WAINSCOT AND FLOORING

3" = 1'-0"A5

SECTION - CT

WAINSCOT AND FLOORING

SEALANT, TYP 5/8" TYPE "X"

GYP BD

ANGLE

WALL

MOULDING

FACE OF WALL

UNDERSIDE OF

CONC DECK

CEILING

CLIP

SUSPENSION

WIRE @ MAIN

BEAM, 4'-0' OC

MAIN BEAM @

4'-0" OC

CROSS TEE

O N

R C

UNDERSIDE OF

CONC DECK

CEILING

CLIP

SUSPENSION

WIRE @ MAIN

BEAM, 4'-0' OC

MAIN BEAM @

4'-0" OC

CROSS TEE

CONT ANGLE

WALL MOULDING

SEISMIC

RETAINING

CLIP

7/8"

FACE OF WALL

ACOUSTICAL

TILE CEILING

8" MAX, NTS

O N

R C

PANEL INSERT TO

MATCH ADJACENT

CEILING

OUTLINE OF ACCESS

PANEL DOOR SWING

CYLINDER LOCK

5/8" TYPE "X" GYP BD, TYP

GALV STEEL CONCEALED

ACCESS PANEL ASSEMBLY

ACCESS PANEL SIZE

NOTE:

COORDINATE LOCATION

OF ACCESS PANELS WITH

PLUMB/MECH DRAWINGS

INTERIOREXTERIOR

6" M

WDW AS

SCHED

EXST CONC

BEAM

SUSPENDED

CEILING AS

SCHEDULED

5/8" TYPE "X"

GYP BD

362S125-30 MTL

STUDS @ 24" OC

EXST CONC

OVERHANG

GRID

UNDERSIDE

OF CONC DECK

2' - 8"

250S125-30 MTL

STUDS @ 24" OC

O N

R C

362S125-30 MTL

STUD DIAGONAL

BRACE @ 48" OC

SECURE TO

UNDERSIDE OF ROOF

DECK PER

MANUFACTURERS

RECOMMENDATIONS

PROJECTOR MOUNT

SUPPORT POST AND

MOUNTING PLATE

SATC

PROJECTION

SCREEN HOUSING

3/8" DIA THREADED

ROD SECURE TO

MOUNTING

BRACKET, TYP

NOTE:

TOP OF PROJECTOR

SHALL BE MOUNTED

AT 8' - 0" ABOVE

FINISH FLOOR LEVEL

SATC

ADJUSTABLE

PROJECTOR

MOUNT, SEE SPEC

PROJECTION

SCREEN

VERIFY WITH MANUF

O N

R C

UNDERSIDE

OF CONC

DECK

CEILING

CLIP

MAIN BEAM @

4'-0" OC

CROSS

TEE

CONT ANGLE

WALL MOULDING

SEISMIC

RETAINING CLIP

FACE OF

WALL

CLG TILE INTERIOREXTERIOR

WDW AS

SCHED

EXST CONC

BEAM

SUSPENDED

GYP BD CEILING

AS SCHEDULED

5/8" TYPE "X"

GYP BD

362S125-30 MTL

STUDS @ 24" OC

EXST CONC

OVERHANG

GRID

UNDERSIDE

OF CONC DECK

2' - 8"

250S125-30 MTL

STUDS @ 24" OC

O N

R C

362S125-30 MTL

STUD DIAGONAL

BRACE @ 48" OC

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-506

G D

E T

F Y

R E P

B L D

, H

A W

I H

O N

O L U

. S

, H

A I I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

TO TO

, R

S, K

RTA SUBMITTAL

0 1' 2'

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

3" = 1'-0"C8 SECTION - SUSP GYP BD CLG

3" = 1'-0"E8 SECTION - SATC

3" = 1'-0"E5 SECTION - CLG ACCESS PANEL

0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

1 1/2" = 1'-0"C5 SECTION - TYP GYP BD SOFFIT/ SATC @ EXT WALL

3" = 1'-0"A3 PROJECTOR MOUNT

1 1/2" = 1'-0"A6

SECTION - TYP GYP BD SOFFIT /

GYP BD CLG @ EXT WALL

LESS THAN

4" DIA

MIN

1' - 0"

1-1/2" O.D. STEEL

TUBE HANDRAIL

STL HANDRAIL

BRACKET @

GUARDRAIL

POST, TYP

A-507 A7

C3 A-507

0" 6"

LESS THAN

4" DIA

1-1/2" O.D. STEEL

TUBE HANDRAIL, TYP

2"x2" STEEL TOP RAIL

AND POST, TYP

1"x2" STEEL

BOTTOM RAIL, TYP

3 3/4"

NON-SLIP FINISH

SAFETY NOSING

TREAD

STAIR STRINGER,

SEE STRUCT

1"x2" STEEL BOTTOM

RAILS, TYP

FACE OF CONC WALL

LESS THAN 4" DIA

ELEVATION

CL CL

NTS

4' - 0" O.C. MAX

1"x1" STEEL

PICKETS, TYP

SECTION

2"x2" STEEL TOP RAILS

AND POST, TYP

1-1/2" O.D. STEEL

TUBE HANDRAIL, TYP

2 1/4" CLR MIN

CONC LANDING,

SEE STRUCT

4" SEE STRUCT FOR

POST CONNECTION

TO LANDING, TYP

EXST CONC COLUMN

@ 2ND & 3RD FLOORS

ALIGN FACE OF WALL

WITH COL CENTERLINE

WALL MTD

HANDRAIL

A-507 C8

ELEVATION

CL CL

NTS

4' - 0" O.C. MAX

SECTION

1-1/2" O.D. STEEL TOP RAIL AND

INTERMEDIATE RAILS, TYP

6" 6"

STEEL POST SET INTO

NON-SHRINK GROUT, TYP

CANT AROUND POST, TYP

PT-8

NOTE:

PAINT ALL EXTERIOR

RAILINGS

EXST CONC LOADING

DOCK, TYP

STAIR STRINGER,

SEE STRUCT

1-1/2" O.D. STEEL TUBE

HANDRAIL, RETURN

ENDS TO WALL

STAIR TREAD,

SEE STRUCT

2 1/4" CLR

1/4"

FACE OF CONC WALL

STAIR STRINGER

AND STIFFENER

PLATE, SEE STRUCT

2"STAIR TREAD,

SEE STRUCT

1" x 2" STEEL BOTTOM RAIL

1" x 1" STEEL PICKETS

2" x 2" STEEL TOP RAIL AND POST

2 1/4" CLR

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-507

R D

F Y

R E P

B L D

, H

A W

I H

O N

O L U

. S

, H

A I I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

TO TO

, R

S, K

RTA SUBMITTAL

3/4" = 1'-0"E3 SECTION - TYP GUARDRAIL/HANDRAIL

3/4" = 1'-0"E6

SECTION - RAIL

TRANSITION @ LANDING

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

SECTION - TYP

STAIR RISER/TREAD

3/4" = 1'-0"E8 GUARDRAIL/HANDRAIL @ LANDING

01' 3'6"

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

0 1' 2'

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

1 1/2" = 1'-0"C6

PLAN - EXST COL

@ 2ND/3RD FLR STAIR

0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

3/4" = 1'-0"A3 TYP GUARDRAIL AT EXST LOADING DOCK

NOTE:

ALL INTERIOR STAIR STRINGERS, BEAMS, ANGLES,

GUARDRAILS, HANDRAILS, POSTS, PICKETS, ETC

SHALL BE PT-5 FINISH. SEE SHT AF604 FOR FINISH

CODE SCHEDULE.

1 1/2" = 1'-0"C8 SECTION - WALL MTD HANDRAIL

1 1/2" = 1'-0"C3 SECTION - GUARDRAIL/HANDRAIL

SS ANCHOR

BOLT, SIZE PER

MANUF, TYP

SAFETY POST

WALL

BRACKETS

FACE OF CONC

CLEAR

1' - 4"

CL3/4" GALV

STEEL RUNGS

LADDER RAILS,

2-1/2" x 3/8" GALV

STEEL FLAT BAR

4" x 2" ANGLE BRACKET

AND FASTENER, TYP

WALL BRACKET

LADDER RAILS,

2-1/2" x 3/8" GALV

STEEL FLAT BAR

SAFETY POST

SHOWN IN

CLOSED

POSITION

EXST CONC

ROOF SLAB

ROOF

HATCH

3/4" GALV STEEL

RUNGS, TYP

SHEET METAL

FLASHING

CONC CURB,

SEE STRUCT

FINISH FLOOR

ROOF HATCH SIZE

0" M

B R

0" FINISH FLOOR

CENTERLINE

OF RUNGS

GALV STEEL WALL BRACKET

ON 1/4" THK STEEL PLATE,

SIZE PER MANUFACTURER'S

RECOMMENDATIONS, TYP

SAFETY POST SHOWN

IN CLOSED POSITION

CONC

CURB, SEE

STRUCT

ROOF HATCH

SAFETY POST IN

OPEN POSITION

0" T

U N

G V

FACE OF WALL

ROOF HATCH SIZE

TYP

EXST CONC

ROOF SLAB

RUNGS, TYP

A-501 D1

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-508

R O

O F

A C C

L S

F Y

R E P

B L D

, H

A W

I H

O N

O L U

. S

, H

A I I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

TO TO

, R

S, K

RTA SUBMITTAL

0 1' 2'

SCALE: 1" = 1'-0"

1" = 1'-0"A9

PLAN - ROOF

ACCESS LADDER

1" = 1'-0"A7

ELEVATION - ROOF

ACCESS LADDER

1" = 1'-0"A4

SECTION - ROOF

ACCESS LADDER

R O

U N

D F

L R

0" M

LADDER RAILS,

2-1/2" x 3/8"

GALV STEEL

FLAT BAR

3/4" GALV

STEEL RUNGS,

TYP

GALV STEEL

WALL BRACKETS

W/ 1/2" EXP

BOLTS, TYP

E V

/ E

V S U

E R

0" P

GROUND FLOOR

D7 A-509

LADDER RAILS,

2-1/2" x 3/8"

GALV STEEL

FLAT BAR

GROUND FLOOR

GALV STEEL

WALL BRACKETS

W/ 1/2" EXP

BOLTS, TYP

FACE OF WALL

RUNGS, TYP

1' - 6"

CLEAR

1' - 4"

D7 A-509

3/4" GALV

STEEL RUNGS

FACE OF

WALL

LADDER RAILS,

2-1/2" x 3/8"

GALV STEEL

FLAT BAR

GALV STEEL

WALL BRACKET

W/ 1/2" EXP

BOLTS, TYP

FLUSH

ANGLE SEAT OUT OF

1"x1-1/2"x1/4" GALV

STEEL ANGLE

CONC

FOUNDATION, SEE

STRUCT

STUD ANCHORS

@ 7" OC

24"x24"x24"

SUMP PIT

1 1/2"

24" CLR

1 1/2"

NTS

GALV STEEL METAL GRATING;

1"x1/4" BEARING BARS @ 1" OC

CROSS BARS @ 4" OC

SUMP

PIT DIM

1/8"

" C

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-509

R D

L S

F Y

R E P

B L D

, H

A W

I H

O N

O L U

. S

, H

A I I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

TO TO

, R

S, K

RTA SUBMITTAL

1" = 1'-0"D9

ELEVATION -

ELEV ACCESS LADDER

1" = 1'-0"D7

SECTION -

ELEV ACCESS LADDER

1" = 1'-0"B9

PLAN -

ELEV ACCESS LADDER

0 1' 2'

SCALE: 1" = 1'-0"

3' 1 1/2" = 1'-0"A7 SECTION - SUMP PIT

0 1' 2'

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

NOTE:

PER PARTITION TYPE

EXST OR NEW

CONC WALL

MIN 14 GAGE

SLEEVE, 4

SIDES

SEALANT

ALL AROUND

L3"x3"x1/4" WELD TO

14 GA SLEEVE AND

SNUG TO WALL ALL

AROUND (NOTE 1)

METAL STUD TRACK W/

NESTED STUD, 4 SIDES

L3"x3"x1/4" WELD TO

14 GA SLEEVE AND

SNUG TO WALL ALL

AROUND (NOTE 1)

L3"x3"x1/4" SNUG TO

WALL AND SLEEVE

ALL AROUND

BOLT, SCREW, RIVET,

OR TACKWELD TO

SLEEVE @ 8" OC

L3"x3"x1/4"

SNUG TO WALL

AND SLEEVE

ALL AROUND

BOLT, SCREW, RIVET, OR

TACKWELD TO SLEEVE @ 8" OC

DUCT, SEE

MECH DWGS

INSUL WHERE

OCCURS, SEE

MECH DWGS

SECURITY

BARS

(NOTE 2)

14 GAGE SLEEVE

(NOTE 1)

ANGLE AND SLEEVE ASSEMBLY: CONTINUOUS FULL

WELD AND GRIND SMOOTH ALL CONNECTIONS.

SECURITY BARS: 1/2" Ø STEEL BARS 6" OC EACH

WAY. FULL WELD TO 14 GAGE SLEEVE.

1/4" TO 1/2" CLEARANCE

CONDITION AT

CONCRETE WALL

1/4" TO 1/2" CLEARANCE

MIN 14 GAGE

SLEEVE, 4

SIDES

SEALANT

ALL AROUND

DUCT, SEE

MECH DWGS

INSUL WHERE

OCCURS, SEE

MECH DWGS

SECURITY

BARS

(NOTE 2)

14 GAGE SLEEVE (NOTE 1)CONDITION AT STUD PARTITION

SHT MTL SLEEVE

AROUND OPENING

NON-HARDENING

ACOUSTICAL SEALANT

MINERAL WOOL IN

ANNULAR SPACE

OPENING 1/2" TO 3/4"

LARGER THAN DUCT

SIZE ON ALL SIDES

STRAP OR ISOLATION

HANGER PER MECH

DWGS

DUCT, SEE

MECH DWGS

DUCT

MINERAL WOOL IN

ANNULAR SPACE

STRAP OR ISOLATION

HANGER PER MECH

DRAWINGS

NOTE:

SEE PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOMMUNICATIONS

DRAWINGS FOR ADDITIONAL PENETRATION INFORMATION AND DETAILS

"L" TRIM ON

ALL SIDES

DUCT, SEE

MECH DWGS

MTL STUD

PARTITION

NON-HARDENING

ACOUSTICAL SEALANT

OPENING 1/2" TO 3/4"

LARGER THAN DUCT

SIZE ON ALL SIDES

SHT MTL SLEEVE

AROUND OPENING

DUCT

THROUGH METAL STUD PARTITION

THROUGH CONCRETE (FLOOR SLAB SIMILAR)

ELEVATION SECTION

CONC WALL

ELEVATION SECTION

FORM ANNULAR

SPACE FROM MTL

STUD TRACK

MINERAL WOOL IN

ANNULAR SPACE

1/8" Ø TOGGLE BOLTS

@ 6" OC W/ 3/16" x 1-1/4"

FENDER WASHERS

PIPE OR

CONDUIT

NOTE:

SEE PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOMMUNICATIONS

DRAWINGS FOR ADDITIONAL PENETRATION INFORMATION AND DETAILS

MTL STUD

PARTITION

SEALANT

4" LARGER THAN OD OF PIPE

20 GAGE STEEL COVER PLATE

THROUGH METAL STUD PARTITION

THROUGH CONCRETE (FLOOR SLAB SIMILAR)

CONC WALL

NON-HARDENING

ACOUSTICAL SEALANT

MINERAL WOOL IN

ANNULAR SPACE

OPENING 1" TO 1-3/8" LARGER

THAN OD OF PIPE OR CONDUIT

HANGER OR MOUNT

PER MECH DWGS

PIPE OR

CONDUIT

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-510

L P E

D E T

F Y

R E P

B L D

, H

A W

I H

O N

O L U

. S

, H

A I I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

D es ig ne r

Au th or

C he ck er

RTA SUBMITTAL

1 1/2" = 1'-0"D8 SECURE WALL PENETRATION

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

DUCT PENETRATION

THROUGH SMOKE PARTITION

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

PIPE PENETRATION

THROUGH SMOKE PARTITION

FLOOR

LINE

R = 1/4"

SIDE

3/8" Ø STL ROD

(HOT-DIPPED GALV)

FRONT

R = 1"

TOP

NOTE:

ANCHORS SHALL BE LOCATED AS INDICATED ON THE FLOOR PLANS

E O

F W

TO FACE

OF WALL

GROUND FLOOR

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

7" 2'

DEMO PORTION OF

CONC WALL SHOWN

DASHED; INFILL WITH

NEW CONC AND

RECESS AREAS FROM

EXTERIOR FACE OF

CONC WALL TO

CREATE PATTERN

E8 A-511

WAINSCOT,

PAINT, TYP

PT-8

EXST CONC

WALL, PAINT, TYP

PT-7

CL CL

TYP

EXST REVEAL AND

PATTERN, PAINT, TYP

PT-9

1" RECESSED

PORTION OF

INFILL, TYP

ALIGN FACE OF CONC

WALL W/ FACE OF EXST

CONC COL @ SECOND

AND THIRD FLOORS

EXST CONC COL, TYP

ALIGN MTL STUD W/ FACE

OF EXST CONC COL, TYP

EXST CONC WALL, TYP

ALIGN FACE

OF WALL TO

WINDOW

ROUGH

OPENING

WINDOW AS

SCHEDULED

EXST CONC

WALL, TYP

ROOF DRAIN

PIPING, SEE

PLUMBING

DWGS

EXST CONC

COLUMN

4'-0" HIGH

VINYL COVER

FLEXIBLE VINYL

BUMPER

CONT. VINYL

RETAINER

FASTENERS PER MANUF

RECOMMENDATION, TYP

FACE OF WALL

ANCHOR AS

RECOMMENDED BY

MANUFACTURER

METAL STUD PER

PARTITION TYPE

FLUSH

GALVANIZED

STEEL ACCESS

PANEL

1" ACCESS PANEL SIZE 1"

FRAME OPENING

R M

3 3

R M

8" @ RM 333

4" @ RM 234

2A OPEN

INTERIOR EXTERIOR

EXST CONC

WALL

CONC INFILL

RECESSED PORTION

OF INFILL

FLUSH

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-511

S D

F Y

R E P

B L D

, H

A W

I H

O N

O L U

. S

, H

A I I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

D es ig ne r

Au th or

C he ck er

RTA SUBMITTAL

6" = 1'-0"E5 ARMS ROOM FLOOR ANCHOR

0 1' 2'

SCALE: 1" = 1'-0"

3' 01' 3'6"

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

3/4" = 1'-0"A8 ELEVATION - ENTRANCE

1" = 1'-0"A5 PLAN - WALL @ EXP. JOINT

0 3"

SCALE: 6" = 1'-0"

2"1" 6"5"4" 0 1' 2'

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

1" = 1'-0"C5 PLAN - CONDITION AT ROOF DRAIN

6" = 1'-0"E2 PLAN - CORNER GUARD

1 1/2" = 1'-0"C2 PLAN - WALL ACCESS PANEL

1 1/2" = 1'-0"A2 PLAN - CONDITION AT RM 234/333

1 1/2" = 1'-0"E8 SECTION - INFILL @ ENTRANCE WALL

ALUMINUM COVER

FASTENER PER

MANUFACTURER

RECOMMENDATION

VINYL GASKET

ALUMINUM BASE

FACE OF WALL

1 3/4"

EXST

FASTENER PER

MANUFACTURER

RECOMMENDATION

ALUMINUM BASE

ALUMINUM COVER

VINYL GASKET

EXST

3 1/8"

FACE OF WALL

SPRING CLIP PER

MANUFACTURER

FINISHED FLOOR

AS SCHEDULED

ALUMINUM COVER

EXST

SPRING CLIP PER

MANUFACTURER

FINISHED FLOOR

AS SCHEDULED

ALUMINUM COVER

EXST

EXISTING WALL

FOAM SEALANT, PAINT

EXPOSED SURFACE

1/ 8"

FACE OF WALL

EPOXY ADHESIVE APPLIED TO

BOTH SUBSTRATE SURFACES

AND THE JOINT MATERIAL

EXST

EPOXY ADHESIVE APPLIED TO

BOTH SUBSTRATE SURFACES

AND THE JOINT MATERIAL

FINISHED FLOOR

AS SCHEDULED

FOAM SEALANT, PAINT

EXPOSED SURFACE

EXST

2" 1/

FACE OF WALL

US Army Corps of Engineers ®

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RTA SUBMITTAL

6" = 1'-0"F8 PLAN - WALL/ CORNER EJ COVER

6" = 1'-0"E8 PLAN - WALL EJ COVER

6" = 1'-0"A8 SECTION - FLOOR EJ COVER

6" = 1'-0"C8 SECTION - FLOOR/ WALL EJ COVER

0 3"

SCALE: 6" = 1'-0"

2"1" 6"5"4"

6" = 1'-0"C5 PLAN - WALL/ CORNER EJ SEAL

6" = 1'-0"A5 SECTION - FLOOR/ WALL EJ SEAL

2' - 0"

1/ 2"

4" 2 1/2"

3/4" PLYWOOD

DIVIDERS & ENDS

3/4" ADJ PLYWD SHELF

RECESSED

ADJ SHL STD

1/4" TEMP HDBD BACK

3/4" PLYWOOD BOTTOM NOTES:

1. ALL PLAM SHALL BE PL-1

2. SEE SHT AF604 FOR FINISH CODE SCHEDULE

PLAM ON 3/4"

PLYWOOD DOOR

1/2" SOLID SURFACE

COUNTERTOP & BACKSPLASH

SS-1

2' - 0"

1/ 4"

1 1/2" 4"

1/2" SOLID SURFACE

COUNTERTOP & BACKSPLASH

3/4" PLYWOOD

DIVIDERS & ENDS

SINKPLAM ON 3/4"

PLYWD

SS-1

NOTES:

1. ALL PLAM SHALL BE PL-1

2. SEE SHT AF604 FOR FINISH CODE SCHEDULE

US Army Corps of Engineers ®

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1 1/2" = 1'-0"A4 BASE CABINET

1 1/2" = 1'-0"A7 BASE CABINET @ SINK

CT FL AS

SCHED

MARBLE

THRESHOLD

BEVEL, EDGES

2:1 SLOPE

NEW OR

EXST CONC

DOOR AS SCHED

1/ 2"

OF DOOR FRAME

MATCH WIDTH

NEW OR

EXST CONC

FINISH FLOORING

AS SCHEDULED

DOOR AS SCHED

FINISH FLOORING

AS SCHEDULED

AUTOMATIC DOOR

BOTTOM

ALUM THRSLD ON

RESIL SPACER TO

MATCH FIN FL THK

NEW OR

EXST CONC

DOOR AS SCHED

DOOR SEAL

PER PTN

TYPE

METAL

DOOR

FRAME

1/2"1/2"

DOOR AS

SCHED

DOOR SEAL

MTL DOOR FRAME

DASH LINE INDICATE

PERP WALL COND @

HINGE JAMB

PER

PTN

TYPE

DOOR AS SCHED

SEALANT W/

BACKER ROD

METAL DOOR

FRAME

DOOR AS

SCHED

AIR BARRIER

@ EXTERIOR

DOORS ONLY

METAL DOOR

FRAME

SOLID GROUT

EXST OR NEW

CONC WALL

SEALANT W/

BACKER ROD

AIR BARRIER

@ EXTERIOR

DOORS ONLY

DOOR AS SCHED

EXT ALUM DR

BOT W/ RAIN DRIP

ALUM THRESHOLD

FINISH FLOORING

AS SCHEDULED

CONC (EXST CONC

AT 2ND & 3RD FL)

METAL DOOR

FRAME

EDGE OF WALL

BEYOND

DOOR AS SCHED

US Army Corps of Engineers ®

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3" = 1'-0"F8 SECTION - THRESHOLD

3" = 1'-0"D8 SECTION - THRESHOLD

3" = 1'-0"B8 SECTION - THRESHOLD

3" = 1'-0"F6 SECTION - HEAD

3" = 1'-0"D6 PLAN - JAMB

3" = 1'-0"F4 SECTION - HEAD

3" = 1'-0"D4 PLAN - JAMB

3" = 1'-0"B4 SECTION - THRESHOLD

0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

M H

T D

O O

R H

H T

O N

GLAZING AS SCHED

EXST CONC WALL

FASTENER AS RECOMMENDED

BY MANFACTURER

1/ 2"

M H

GLAZING AS SCHED

4 1/2"

3/8" 3/8"

ALUM PANELS

GLAZING AS SCHED

3/ 8"

O N

D P

2" 4"

D O

O R

G H

2" 3/

FASTENER AS

RECOMMENDED BY

MANUFACTURER

CONT SILICONE BEAD

EXST CONCRETE SLAB

GLAZING AS SCHED

4 3/8"

EXST CONC WALL

FASTENERS AS

RECOMMENDED BY

MANUFACTURER

THRESHOLD

BEYOND

RAISED

PANEL

DOOR WIDTH

ROUGH OPENING

2" 1/2"

TYP

2" 5 1/2"

3/8"ALUM

PANELS

EXST CONC WALL

ROUGH OPENING

1/2"2"

GLAZING

AS SCHED

TRANSOM WIDTH

FASTENERS AS

RECOMMENDED BY

MANUFACTURER

EXST CONC WALL

GLAZING

AS SCHED

DOOR WIDTH

ROUGH OPENING

2" 1/2"

EXTERIOR

INTERIOR

PLAN

ELEVATION1

3/ 4"

1 3/4"

1-3/4" WIDE x 3/8" THK BRASS

PLATED FLAT BAR, TYP

DOOR PLATE CENTERED

BETWEEN EDGE OF DOOR

AND GLAZING, TYP3'

-6

O O

US Army Corps of Engineers ®

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3" = 1'-0"D8 SECTION - HEAD

3" = 1'-0"F8 SECTION - TRANSOM HEAD

3" = 1'-0"C8 SECTION - MULLION

3" = 1'-0"A8 SECTION - THRESHOLD

3" = 1'-0"A6 PLAN - MULLION @ TRANSOM

3" = 1'-0"D6 PLAN - JAMB @ PANEL

3" = 1'-0"B6 PLAN - JAMB @ TRANSOM

3" = 1'-0"F6 PLAN - JAMB @ GLAZING

0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

1 1/2" = 1'-0"E3 DECORATIVE TRIM @ ENTRY DOOR

CONC WALL

VAULT DOOR DAYGATE

DAYGATE

VAULT DOOR

FIN FL AS SCHED

CONCRETE

1" 1"

2 1/4"

CAULK TRACK AT

GYP, CONTINUOUS

PACK TRACK WITH

MINERAL WOOL

GYP BD/ MTL

STUD SOFFIT

CEILING AS

SCHEDULED

EXST CONC BEAM

D O

O R

G H

THREADED ROD

ANCHORS, SEE STRUCT

LEVER CLOSURE

BLOCKING PER MANUF

RECOMMENDATION

TOP OF FIN.

FLOOR

CONTINUOUS BOTTOM SEAL

CONC WALL

VAULT DOOR

DAYGATE

US Army Corps of Engineers ®

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0 1' 2'

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

1 1/2" = 1'-0"D8 JAMB - VAULT DR & DAYGATE

1 1/2" = 1'-0"C8 THRESHOLD - VAULT DR & DAYGATE

0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

3" = 1'-0"E4 HEAD - OPERABLE PARTITION

3" = 1'-0"C4 JAMB - OPERABLE PARTITION

3" = 1'-0"B4 THRESHOLD - OPERABLE PARTITION

VAULT DOOR SHALL BE CLASS 5 ARMORY SECURITY VAULT DOOR WITH OPENING DAY GATE

CLEAR OPENING SHALL BE 48" WIDE X 82" HIGH WITH GROUP 1, COMBINATION LOCK ESCAPE DEVICE AND

OPTICAL DEVICE

DAYGATE SHALL BE KEYLOCK OUTSIDE THUMB LATCH RELEASE INSIDE AND WITH CONTROLLED ACCESS WHEN

VAULT DOOR IS OPEN

DETAILS ARE BASED ON A SINGLE MANUFACTURER, THIS DOES NOT PRECLUDE OTHER VAULT

MANUFACTURER'S WITH DIFFERING DETAILS THAT MEET THE REQUIREMENT FOR A CLASS 5 VAULT DOOR AND

DAY GATE.

NOTE:

1 1/2" = 1'-0"F8 HEAD - VAULT DR & DAYGATE

7 17/64" 3 9/16"

1/2"WDW WIDTH

4-BAR

HINGE

ANCHOR PER

ENGINEERING CALCS

GLAZING

AS SCHED

FURRING WHERE

OCCURS, SEE PLAN

EXST

CONC SILL

5 1/16" 2 7/16"

WDW WIDTH

ANCHOR PER

ENGINEERING CALCS

GLAZING

AS SCHED

EXST

CONC SILL

FURRING WHERE

OCCURS, SEE PLAN

SURFACE APPLIED MUNTIN

ON EXT SIDE OF GLASS

W D

W H

H T

1/ 2"

ANCHOR PER

ENGINEERING CALCS

EXST CONC WALL

GLAZING AS SCHED

FURRING WHERE

OCCURS, SEE PLAN

SOLID SURFACE SILL W/

EASED EDGES @ FURRED

CONDITIONS SS-1

EXST CONC WALL/ SILL

ALUMINUM SILL PAN

EXST CONC WALL

EXTERIORINTERIOR

EXST CONC SILL

EXST CONC WALL

EXTERIORINTERIOR

METAL DRIP EDGE

DRAINABLE

ALUMINUM LOUVER

BIRD SCREEN

WDW FRAME BEYOND

EXST OR NEW CONC

WALL BEYOND

FURRING WHERE

OCCURS, SEE PLAN

ANCHOR PER

ENGINEERING CALCS

GLAZING AS SCHED

1/ 2"

W D

W H

H T

EXST CONC BEAM

BLINDS (WHERE

OCCURS)

NOTE:

ENSURE THAT WINDOW BLINDS DO

NOT INTERFERE WITH OPERATION OF

AWNING WINDOW.

US Army Corps of Engineers ®

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RTA SUBMITTAL

3" = 1'-0"D8 PLAN - MULLION/JAMB @ AWNING

3" = 1'-0"F8 PLAN - MULLION/JAMB @ FIXED

3" = 1'-0"B8 SECTION - MUNTIN

3" = 1'-0"B6 SECTION - SILL

3" = 1'-0"D4 SECTION - LOUVER SILL

3" = 1'-0"B4 PLAN - LOUVER JAMB

3" = 1'-0"F4 SECTION - LOUVER HEAD

0 1' 3' 6'

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

2' 4' 5'0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

3" = 1'-0"D6 SECTION - HORIZ MULLION

3" = 1'-0"F6 SECTION - HEAD

2 7/16"

WDW WIDTH

ANCHOR PER

ENGINEERING CALCS

EXST

CONC SILL

FURRING WHERE

OCCURS, SEE PLAN

ALUM LOUVER

ANCHOR PER

ENGINEERING CALCS

ALUM LOUVER

1/ 2"

W D

W H

H T

EXST CONC BEAM

WDW FRAME

BEYOND

EXST OR NEW

CONC WALL

BEYOND

FURRING

WHERE

OCCURS,

SEE PLAN

ALUM LOUVER

GLAZING

AS SCHED

W D

W H

H T

6"x6"x5/16" STEEL

ANGLE FRAME

NOTE:

ALL SECURITY BAR JOINTS SHALL BE FULL WELD AND GRIND SMOOTH.

2"x3/4"x1/4" STEEL

CHANNEL FRAME

(4 SIDES) WELDED

TO ANGLE FRAME

INTERIOR

WINDOW AS

SCHEDULED

EXST CONC WALL

1/2" Ø BOLTS W/ EXP

SHIELD & WASHER,

EMBED 3" & SPACE AS

SHOWN ON ELEVATION,

REF DET /E6 A-531

EXST

CONC

SILL

MTL STUD / GYP BD

WALL AS SCHED

1/2" Ø STEEL BARS

@ 6" OC, EACH WAY

2"x3/4"x1/4" STEEL

CHANNEL FRAME

(4 SIDES) WELDED

TO FRAME

W D

W H

H T

INTERIOR

WINDOW AS

SCHEDULED

6" WIDE x 8" LONG

STEEL PLATE FRAME

EXST CONC BEAM

GYP BD SOFFIT

PERIMETER STEEL

CHANNEL FRAME,

WELD TO STEEL

ANGLE FRAME

EXP BOLTS, TYP

6"x6"x5/16" STEEL

ANGLE FRAME

1/2" DIA STEEL

BARS AT 6" OC,

EACH WAYW

D W

G H

WDW WIDTH

F3 A-531

B3 A-531

D3 A-531

1/2" Ø STEEL BARS

@ 6" OC, EACH WAY

2"x3/4"x1/4" STEEL

CHANNEL FRAME

(4 SIDES) WELDED

TO ANGLE FRAME

W D

W W

INTERIOR

WINDOW AS

SCHEDULED

6"x6"x5/16" STEEL

ANGLE FRAME

EXST CONC WALL

MTL STUD / GYP BD

WALL AS SCHED

US Army Corps of Engineers ®

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3" = 1'-0"D8 PLAN - JAMB @ LOUVER

3" = 1'-0"F8 SECTION - HEAD @ LOUVER

3" = 1'-0"B8 SECTION - MULLION @ LOUVER

0 3'' 6'' 9'' 12"

SCALE: 3" = 1'-0"

3" = 1'-0"B3 SECTION - SECURITY BARS SILL

3" = 1'-0"F3 SECTION - SECURITY BARS HEAD

1/2" = 1'-0"E6 ELEVATION - SECURITY BARS

3" = 1'-0"D3 SECTION - SECURITY BARS JAMB

US Army Corps of Engineers ®

SHEET ID

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RTA SUBMITTAL

DOOR SCHEDULE - GROUND FLOOR

DOOR NO. TYPE

DOOR

STC

RATING

FIRE

RATING

FRAME TRANSOM DETAILS

HARDWARE COMMENTS:

SIZE

MATERIAL FINISH GLASS UNDER CUT MATERIAL FINISH HEIGHT GLASS HEAD JAMB THRESHOLDWIDTH HEIGHT THICKNESS 100EA F 6' - 0" 7' - 0" 1 3/4" ALUM PT-10 G1 ALUM PT-10 2' - 0" G1 F8/A-521, D8/A-521 F6/A-521, D6/A-521, B6/A-521 A8/A-521 12 FOR MULLION DETAILS, SEE A6/A-521, C8/A-521 100EB F 6' - 0" 7' - 0" 1 3/4" ALUM PT-10 G1 ALUM PT-10 2' - 2" G1 F8/A-521, D8/A-521 F6/A-521, D6/A-521, B6/A-521 A8/A-521 12 FOR MULLION DETAILS, SEE A6/A-521, C8/A-521 100GA F 6' - 0" 7' - 0" 1 3/4" ALUM PT-10 G1 ALUM PT-10 2' - 0" G1 F8/A-521, D8/A-521 F6/A-521, D6/A-521, B6/A-521 A8/A-521 12 FOR MULLION DETAILS, SEE A6/A-521, C8/A-521 100GB B 6' - 0" 7' - 0" 1 3/4" SCWD PT-6 1 HR HM PT-5 F6/A-520 D6/A-520 D8/A-520 13 100J B 6' - 0" 7' - 0" 1 3/4" SCWD PT-6 1 HR HM PT-5 F6/A-520 D6/A-520 D8/A-520 13 100K F 6' - 0" 7' - 0" 1 3/4" ALUM PT-10 G1 ALUM PT-10 2' - 2" G1 F8/A-521, D8/A-521 F6/A-521, D6/A-521, B6/A-521 A8/A-521 12 FOR MULLION DETAILS, SEE A6/A-521, C8/A-521

101 G 5' - 8" 7' - 2" 1 3/4" HM PT-10 HM PT-10 F4/A-520 D4/A-520 B4/A-520 10

102A C 4' - 0" 6' - 10" 9" STL PT-11 STL PT-11 F8/A-522 D8/A-522 C8/A-522 17

102B D 3' - 8" 6' - 5" 1 3/4" STL PT-11 STL PT-11 F8/A-522 D8/A-522 C8/A-522 17

103 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F6/A-520 D6/A-520 F8/A-520 03

104 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F6/A-520 D6/A-520 F8/A-520 03

105 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 HM PT-5 F6/A-520 D6/A-520 D8/A-520 07

106 B 6' - 0" 7' - 0" 1 3/4" HM PT-10 HM PT-10 F4/A-520 D4/A-520 B4/A-520 10

107A B 7' - 3" 9' - 2" 1 3/4" HM PT-10 HM PT-10 F4/A-520 D4/A-520 B4/A-520 10

107B B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F4/A-520 D4/A-520 D8/A-520 16

108 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 08

109 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 16

110 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 06

111 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05

112 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 SMOKE HM PT-5 F6/A-520 D6/A-520 B8/A-520 06

113 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

114 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

115 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F4/A-520 D4/A-520 B8/A-520 07

116 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

117 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05

118 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

119 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

120 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

121 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

122 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05

123 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 SMOKE HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

124 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 14

125 A 3' - 0" 7' - 0" 1 3/4" HM PT-10 HM PT-10 F4/A-520 D4/A-520 B4/A-520 01

126 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F4/A-520 D4/A-520 D8/A-520 07

127 H 3' - 6" 6' - 8" 1 3/4" HM PT-10 HM PT-10 F4/A-520 D4/A-520 B4/A-520 01

128 A 3' - 0" 7' - 0" 1 3/4" HM PT-10 HM PT-10 F4/A-520 D4/A-520 B4/A-520 01

129 A 3' - 0" 7' - 0" 1 3/4" HM PT-10 HM PT-10 F4/A-520 D4/A-520 B4/A-520 01

130A C 4' - 0" 6' - 10" 9" STL PT-11 STL PT-11 F8/A-522 D8/A-522 C8/A-522 17

130B D 3' - 8" 6' - 5" 1 3/4" STL PT-11 STL PT-11 F8/A-522 D8/A-522 C8/A-522 17

131 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F4/A-520 D4/A-520 D8/A-520 06

132 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F4/A-520 D4/A-520 F8/A-520 03

133 B 6' - 0" 7' - 0" 1 3/4" HM PT-10 HM PT-10 F4/A-520 D4/A-520 B4/A-520 09

134 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 1 HR HM PT-5 F6/A-520 D6/A-520 F8/A-520 02

135 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 B8/A-520 06

136 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 B8/A-520 16

137 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 08

138A B 7' - 3" 9' - 2" 1 3/4" HM PT-10 HM PT-10 F4/A-520 D4/A-520 B4/A-520 11

138B B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F4/A-520 D4/A-520 D8/A-520 16

139 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05

140 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 SMOKE HM PT-5 F6/A-520 D6/A-520 B8/A-520 06

141 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

142 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

143 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

144 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

145 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05

146 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

147 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

148 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

149 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

150 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05

151 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 35 SMOKE HM PT-5 F6/A-520 D6/A-520 B8/A-520 07

152 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 16

153A A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A 153B A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

154 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 15

155A A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A 155B A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A 155C E 18' - 4" 9' - 0" 3" - - 50 - - E4/A-522 C4/A-522 B4/A-522 17 155D E 18' - 1" 9' - 0" 3" - - 50 - - E4/A-522 C4/A-522 B4/A-522 17 156A A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A 156B A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A 156C E 18' - 4" 9' - 0" 3" - - 50 - - E4/A-522 C4/A-522 B4/A-522 17 156D E 17' - 9" 9' - 0" 3" - - 50 - - E4/A-522 C4/A-522 B4/A-522 17

157 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 16

158 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 B8/A-520 16

159 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F4/A-520 D4/A-520 D8/A-520 07

S101 A 3' - 2" 7' - 0" 1 3/4" HM PT-5 1 HR HM PT-5 F4/A-520 D4/A-520 D8/A-520 06

S102 A 3' - 2" 7' - 0" 1 3/4" HM PT-5 1 HR HM PT-5 F4/A-520 D4/A-520 D8/A-520 06

NOTES:

1. SEE SHT A-603 FOR DOOR TYPES

2. SEE SHT AF604 FOR FINISH CODE SCHEDULE

3. SEE A-604 FOR GLAZING SCHEDULE

SHEET ID

U S

Y C

O R

D R

A W N

B Y:

B M

D B

C H

E C

D B

S I

E D

E :

C O

N O

L I

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

A-602

D O

O R

S C

S E

C O

N D

O R

F Y

R E P

B L D

, H

A W

I H

O N

O L U

. S

, H

A I I 9

-5

N G

G C

R H

O N

N G

R D

H O

N O

, H I

TO TO

, R

S, K

RTA SUBMITTAL

DOOR SCHEDULE - SECOND FLOOR

DOOR NO. TYPE

DOOR

STC

RATING

FIRE

RATING

FRAME DETAILS

HARDWARE COMMENTS:

SIZE

MATERIAL FINISH UNDER CUT MATERIAL FINISH HEAD JAMB THRESHOLDWIDTH HEIGHT THICKNESS

201 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F6/A-520 D6/A-520 F8/A-520 03

202 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F6/A-520 D6/A-520 F8/A-520 03

203 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 HM PT-5 F6/A-520 D6/A-520 D8/A-520 07

204 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

205 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07A

206 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07A

207 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07A

208 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 07

209 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 16

210 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

211 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

212 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07A

213 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F6/A-520 D6/A-520 F8/A-520 04

214 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 06

215 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07A

216 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07A

217 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 07A

218 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 06

219 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

220 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

221 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

222 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

223 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

224 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

225 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 SMOKE HM PT-5 F6/A-520 D6/A-520 B8/A-520 06A

226 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

227 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 16

228 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F6/A-520 D6/A-520 D8/A-520 05

229 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 16

230 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F4/A-520 D4/A-520 D8/A-520 05

231 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 06

232 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 06

233 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 06

234 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F4/A-520 D4/A-520 D8/A-520 06

235 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F4/A-520 D4/A-520 D8/A-520 16

236 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F4/A-520 D4/A-520 D8/A-520 06

237 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F6/A-520 D6/A-520 F8/A-520 03

238 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 HM PT-5 F6/A-520 D6/A-520 F8/A-520 03

239 A 3' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 06

240 B 6' - 0" 7' - 0" 1 3/4" HM PT-5 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 16

241 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

242 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

243 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

244 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

245 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 06

246 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

247 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 SMOKE HM PT-5 F6/A-520 D6/A-520 D8/A-520 05

248 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

249 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A

250 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 SMOKE HM PT-5 F4/A-520 D4/A-520 B8/A-520 05A

251 A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 45 HM PT-5 F4/A-520 D4/A-520 B8/A-520 05A

252A A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520 B8/A-520 05A 252B A 3' - 0" 7' - 0" 1 3/4" SCWD PT-6 50 HM PT-5 F6/A-520 D6/A-520…

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