B615_Final_Design_Plans_Aug_12_2019_Sheet_-93_-105__of_191.pdf

2X SLEEPER AT 12" O.C.

ON 3X3 STL. ANGLE

CAPPED CELLULAR

PVC TREADS AND

RISER

3X3 STL ANGLE TREAD

BRACKET ATTACHED TO

HHS STRINGER

HHS 12X2X5/16

TREADS (TYP.)

11"

R E

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C8X11.5

2X SLEEPER AT 12" O.C.

ON 3X3 STL. ANGLE

CAPPED CELLULAR

PVC TREADS AND

RISER

2X 1-1/2 STL. ANGLE (HORIZ.)

2X2 STL. ANGLE (VERT.)

2X2 ANGLE BOX FRAME FOR BOTTOM

RISER AND TREAD, ATTACHED TO

C CHANNEL

TREAD (TYP.)

11"

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TREADS (TYP.)

11"

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2X SLEEPER AT 12" O.C.

ON 3X3 STL. ANGLE

CAPPED CELLULAR

PVC TREADS AND

RISER

3X3 STL ANGLE TREAD

BRACKET ATTACHED TO

HHS STRINGER

HHS STRINGER

NEW 3/4" PLYWOOD DECKING

NEW CONTINUOUS ICE AND WATER

SHIELD

NEW 1 X (4/4) FIBER CEMENT

SLEEPER AT 12" O.C.

5/4” THICK CAPPED CELLULAR PVC

TONGUE & GROOVE DECKING

NEW WD. JOISTS - RE: STRUCT.

NEW C12 FRAME - RE: STRUCT

NEW TAB PLATE - RE: STRUCT.

TREADS (TYP.)

11"

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2X SLEEPER AT 12" O.C.

ON 3X3 STL. ANGLE

CAPPED CELLULAR

PVC TREADS AND

RISER

NEW 3/4" PLYWOOD DECKING

NEW CONTINUOUS ICE AND WATER

SHIELD

NEW 1 X (4/4) FIBER CEMENT

SLEEPER AT 12" O.C.

5/4” THICK CAPPED CELLULAR PVC

TONGUE & GROOVE DECKING

NEW 2x12 JOISTS AT 16" O.C.

2X2 ANGLE (VERT)/2X1-1/2

(HORZ) STAIR BRACKET

ATTACHED TO C CHANNEL

SUPPORT STRINGER

C8X11.5

NEW C12 FRAME - RE: STRUCT

NEW TAB PLATE - RE: STRUCT.

NEW 2 X WOOD FRAMING. REFER TO

STRUCTURAL FOR FRAMING

NEW 3/4" PLYWOOD DECKING

NEW CONTINUOUS ICE AND WATER

SHIELD

NEW 1 X (4/4) FIBER CEMENT

SLEEPER AT 12" O.C.

5/4” THICK CAPPED CELLULAR PVC

TONGUE & GROOVE DECKING WITH

NOMINAL 3” FACE EXPOSURE

DECK SLOPE

1/8" : 1'-0"

MOISTURE VENT

3/4"

NEW 3/4" FIBER CEMENT

FASCIA AND TRIM

NEW 3/4" FIBER CEMENT

FASCIA

NEW CONTINUOUS

VINYL LATTICE

NEW BRICK COLUMN

BEYOND

/4

TREADS (TYP.)

11"

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2X SLEEPER AT 12" O.C.

ON 3X3 STL. ANGLE

CAPPED CELLULAR

PVC TREADS AND

RISER

3X3 STL ANGLE TREAD

BRACKET ATTACHED TO

HHS STRINGER

HHS 12X2X5/16

STEEL BEAM RE: STRUCT.

CONCCRETE DECK

ON STEEL FRAMING

RE: STRUCT.

BENT PLATE AND

GUSSET RE:

STRUCT.

NEW 1" EIFS SOFFIT & TRIM

ON 5/8" SHEATHING ON

7/8" MTL. HAT CHANNEL

2x WOOD

BLOCKING

18 GA. MTL. FRAMING

PRIME AND PAINT

DECK ANGLE

3" CONCCRETE DECK

ON METAL DECK

NEW 1" EIFS SOFFIT & TRIM

ON 5/8" SHEATHING ON

7/8" MTL. HAT CHANNEL

9' - 0"

BOTTOM OF

EFIS

DECK SLOPE

1/8" : 1'-0"

TREADS (TYP.)

11"

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2X SLEEPER AT 12" O.C.

ON 3X3 STL. ANGLE

CAPPED CELLULAR

PVC TREADS AND

RISER

3X3 STL ANGLE TREAD

BRACKET ATTACHED TO

HHS STRINGER

HHS STRINGER

NEW 3/4" PLYWOOD DECKING

NEW CONTINUOUS ICE AND WATER

SHIELD

NEW 1 X (4/4) FIBER CEMENT

SLEEPER AT 12" O.C.

5/4” THICK CAPPED CELLULAR PVC

TONGUE & GROOVE DECKING

NEW WD. JOISTS - RE: STRUCT.

NEW C12 FRAME - RE: STRUCT

NEW TAB PLATE - RE: STRUCT.

US Army Corps of Engineers ®

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FINAL SUBMITTAL

1 1/2" = 1'-0"A-503

A1 STAIR DETAIL

1 1/2" = 1'-0"A-503

B1 STAIR DETAIL AT INTERMEDIATE SUPPORT

1 1/2" = 1'-0"A-503

A2 STAIR DETAIL

1 1/2" = 1'-0"A-503

B2 STAIR DETAIL AT INTERMEDIATE SUPPORT

1 1/2" = 1'-0"A-503

C1 PORCH DETAIL

1 1/2" = 1'-0"A-503

A3 STAIR DETAIL

1 1/2" = 1'-0"A-503

C2 PORCH DETAIL

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AUGUST 12, 2019

0' 6" 1'

GRAPHIC SCALE 3" = 1'-0"

3"

0' 1' 2'

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

6"3" 9"

1 1/2" = 1'-0"A-503

B3 STAIR DETAIL

F.F.E. SECOND

110' - 7"

8" CMU WALL;

REF. STRUCT

CMU BOND BEAM

CUT TO HEIGHT

CONC. INFILL (SEALED-

LIGHT BROOM FINISH).

1/4" BENT PLATE (4" X 1'-5") W/

HEAD STUD @ 24" O.C. INTO

BOND BEAM

EXPANSION JOINT TYPE 1;

REFER DETAIL A2 / A-504

L 3X3X1/4 AS NEEDED FOR

ELEVATOR SILL ASSEMBLY

L 4X3X1/4

ELEVATOR DOOR & FRAME

REFER: ELEVATOR MFG.

5/8" GYP. BOARD

(TYPE X) ATTACHED

TO BOTTOM OF NEW

FRAMING

CMU BEYOND

BRICK VENEER W/

MASONRY TILES @

24" O.C. HORIZ. & 16"

VERT.

8" CMU WALL

FOUNDATION REFER

STRUCT.

MORTAR NET

THRU WALL FLASHING W/

WEEP HOLES @ 24" O.C.

CMU BEYOND

PRE-FINISHED STANDING SEAM METAL ROOF

SYSTEM OVER ICE & WATER SHIELD ON R-25

RIGID INSULATION OVER PLYWD ROOF DECK.

RE: STRUCTURAL FOR MTL. FRAMING

24 GA. PRE-FINISHED MTL.

GUTTER WITH 20 GA. GALV.

GUTTER STRAPS @ 30" O.C.

CONT. 2 X TREATED WOOD

BLOCKING AND /4" PLYWOOD NAILER

24 GA. PRE-FINISHED MTL.

EDGE FLASHING W/ 20 GA.

GALV. MTL. CLEAT @ 12" O.C.

BRICK VENEER W/

MASONRY TIES @

24" O.C. HORIZ. & 16"

VERT.

8" CMU RE: STRUCT

FOR REINF.

SMOOTH FIBER-CEMENT SOFFIT

PRIME AND PAINT TO MATCH EXIST

F.F.E. SECOND

110' - 7"

3" E.I.F.S. 1/2"

PLYWOOD SHEATHING

ON 6" 18 GA. MTL.

STUD @ 16" O.C. W/ 6"

(R-19) BATT INSUL.

FULL HEIGHT

MTL. JOIST

REFER STRUCT.

LIGHT WEIGHT CONC.

ON MTL. DECK

L 3X3X1/4

BRICK VENEER

BEYOND

24 GA. PRE-FINISHED MTL.

COPING CAP (SLOPE 1/4":1'-0"

TOWARDS ROOF) W/ 20 GA.

CONT. GALV. MTL. CLEAT

ANCHORED TO WD. NAILER

@ 18" O.C. EA. SIDE OF WALL

TREATED PLYWD. ANCHORED

TO WD. BLOCKING

MTL. JOIST

REFER STRUCT.

3" E.I.F.S. 1/2"

PLYWOOD SHEATHING

ON 6" 18 GA. MTL.

STUD @ 16" O.C. W/ 6"

(R-19) BATT INSUL.

FULL HEIGHT

CONT. WD.

BLOCKING

REFER TO WINDOW

SCHED.

5/8" GYP. BD. ON 7/8"

HAT CHANNEL

5/8" GYP. BD.

SINGLE PLY MEMBRANE ROOF

ON TAPERED INSULATION

3/4" PLYWOOD

BRICK VENEER BEYOND

CONDUCTOR HEAD AND

DOWNSPOUT AT SCUPPER

LOCATION

FOUNDATION REFER

STRUCT.

5/8" GYP BD. ON 7/8" HAT

CHANNEL

3" E.I.F.S. OVER CONT. AIR/

MOISTURE BARRIER ON GYP

SHEATHING ON 6" 18 GA.

MTL. STUD @ 16" O.C. W/ 6"

(R-19) BATT INSUL. FULL

HEIGHT

REFER TO WINDOW

SCHED.

BRICK VENEER BEYOND

BASE FLASHING

FLOOR FINISH & BASE

AS SCHED.

FOUNDATION WATERPROOFING

MEMBRANE W/ PROTECTION

BOARD - TYP - REF. DTL. B4/A-501

CONT. BREAK MTL. FLASHING

DRAINAGE CHANNEL PER

EIFS MANF.

THRU WALL FLASHING

W/ WEEP HOLES @ 24"

O.C.

PRE-FINISHED COUNTER

STEPPED FLASHING

ATTACHED TO BRICK

VENEER

FRAMING - REFER STRUCT.

STEEL ANGLE

REFER STRUCT.

CONT. STEEL LINTEL

REFER STRUCT.

BRICK VENEER W/

MASONRY TIES @

24" O.C. HORIZ. & 16"

O.C.

8" CMU WALL

ELEVATOR DOOR PER

MANUF.

CMU BEYOND

MORTAR NET

FLOOR WALL / CEILING WALL CORNER FLOOR TO WALL EXTERIOR WALL

1"

TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5

1"

WALL CONSTRUCTION

FLOOR CONSTRUCTION

EXPANSION JOINT

COVER EQUIVALENT

TO CONSTRUCTION

SPECIALTIES

PCWS-100

WALL / CEILING

CONSTRUCTION

EXPANSION JOINT

EQUIVALENT TO FWF-100

1"

FRAME FLANGE

CONCEALED BY

FEATHERED JOINT

COMPOUND

FLOOR CONSTRUCTION

EXPANSION JOINT

COVER EQUIVALENT

TO CONSTRUCTION

SPECIALTIES PCS-100

1"

WALL CONSTRUCTION

EXPANSION JOINT

COVER EQUIVALENT

TO CONSTRUCTION

SPECIALTIES

PCWS-100

WALL CONSTRUCTION

EXPANSION JOINT

COVER EQUIVALENT

TO CONSTRUCTION

SPECIALTIES VF-100

/1

WALL

CONSTRUCTION &

COPING DETAIL

REFER WALL

SECTIONS

SBS MODIFIED

BITUMINOUS ROOF

SYSTEM A

SPECIFIED.

ROOF SYSTEM BASE

PLYS AS SPECIFIED.

RIGID INSULATION

BOARD AS

SPECIFIED.

STEEL DECK REFER

STRUCT.

SCUPPER FLANGE

UNDER NEW ROOF

SYSTEM.

22 GA. MTL. SCUPPER

AS SPECIFIED.

CLOSURE FLANGE

SEAMED AND SOLDERED

TO SCUPPER.

SET SCUPPER IN

PLASTIC ROOFING

CEMENT - FASTEN @

3" O.C.

CONT. TREATED

WD. BLOCKING.

FIBER CANT STRIP

SET IN ASPHALT.

72 MIL MIN. FULLY ADHERED

PVC MEMBRANE OVER 1/2"

COVER BD. OVER 1/4":1'-0"

TAPERED POLYISO ROOF INSUL.

ON R-25 c.i. POLYISO RIGID

ROOF INSUL. MECH. FASTENED

TO DECK

HEAT WELDED LAP JOINT

EXIST. MASONRY WALL

CONSTRUCTION TO

REMAIN IN PLACE

CONT. WATER BLOCK SEALANT

TERMINATION BAR ANCHORED

TO EXIST. WALL AT 12" O.C.

24 GA. PREFINISHED METAL

SURFACE MOUNT COUNTER

FLASHING ANCHORED AT 12" O.C.

CONT. CAULK JOINT

CURB TO WALL EXPANSION

JOINT

TREATED WOOD BLOCK

CURB

REF. STRUCT.

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FINAL SUBMITTAL

1 1/2" = 1'-0"A-504

B2 WALL DETAIL

1 1/2" = 1'-0"A-504

B3 WALL DETAIL

1 1/2" = 1'-0"A-504

D3 ROOF DETAIL

1 1/2" = 1'-0"A-504

B1 WALL DETAIL

1 1/2" = 1'-0"A-504

D1 WALL DETAIL

1 1/2" = 1'-0"A-504

A1 WALL DETAIL

1 1/2" = 1'-0"A-504

D2 WALL DETAIL M

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0' 1' 2'

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

6"3" 9" 3" = 1'-0"A-504

A2 EXPANSION JOINT TYPES

1 1/2" = 1'-0"A-504

B4 THRU WALL SCUPPER

1 1/2" = 1'-0"A-504

D4 ROOF EXPANSION JOINT

PRE-FINISHED STANDING SEAM METAL

ROOF SYSTEM OVER ICE & WATER SHIELD

OVER 1/2" PLYWOOD ROOF DECK OVER

METAL DECK. RE: STRUCT.

FIBER CEMENT BEADED SOFFIT ON 3-5/8"

MTL. STUD FRAMING

TREATED 2x FASCIA WITH PRE-FINISHED

MTL. FLASHING AND TRIM

PRE-FINISHED MTL. GUTTER SYSTEM AND

DOWNSPOUT

1" EIFS OVER GYP. SHEATHING ON 3-5/8"

MTL STUD FRAMING

6"

PRE-FINISHED STANDING

SEAM METAL ROOF SYSTEM

OVER ICE & WATER SHIELD

OVER 1/2" PLYWOOD ROOF

DECK OVER METAL DECK. RE:

STRUCT.

PRE-FINISHED METAL

FLASHING

HSS TRUSS FRAME

RE:STRUCT.

STEEL BEAM RE: STRUCT

FIBER CEMENT BEADED

SOFFIT ON 6" MTL. STUD

FRAMING AT 16" O.C.

2x6 WOOD MEMBERS

RE: STRUCT

SOFFIT VENT

SCREED

PRE-FINISHED STANDING SEAM METAL

ROOF SYSTEM OVER ICE & WATER SHIELD

OVER 1/2" PLYWOOD ROOF DECK OVER

METAL DECK. RE: STRUCT.

HSS FRAMING AND CHANNEL OUT RIGGER

RE: STRUCT

HSS TRUSS RE: STRUCT.

1" EIFS OVER GYP. SHEATHING ON 3-5/8"

MTL STUD FRAMING

FIBER CEMENT BEADED SOFFIT ON 3-5/8"

MTL. STUD FRAMING

TREATED 2x FASCIA WITH PRE-FINISHED

MTL. FLASHING AND TRIM

6"x4" SOFFIT SCREED AT 4'-0" O.C. (TYP.)

C1

A-505

REMOVE EXISTING GUTTER SYSTEM

AS REQ'D TO ALLOW FOR

INSTALLATION OF NEW ROOF

FLASHING AND REINSTALL

ADHERED MEMBRANE

FLASHING

HOT AIR WELDED

SEAM

ROOF MEMBRANE TO

TURN UP FACE OF

WALL, TERMINATE W/

SEAM PLATE AND

FASTENERS

PREFINISHED METAL

COUNTER FLASHING

CONT. SEALANT

MECH. FASTENER W/ SEALING

WASHER AT 12" O.C.

TERMINATION BAR

ANCHORED AT 6" O.C.

1" EIFS OVER GYP. SHEATHING

ON 3-5/8" MTL STUD FRAMING

FIBER CEMENT BEADED

SOFFIT ON 6" MTL. STUD

FRAMING AT 16" O.C.

TREATED 2x10 TRUSS ON

ANGLE CLIP ON STL. BEAM

TREATED 2x4 SLEEPER

FULLY ADHERED 72 MIL PVC

SINGLE PLY ROOF

MEMBRANE ON 3/4"

PLYWOOD ROOF DECK

STEEL BEAM RE: STRUCT.

HHS TRUSS RE: STRUCT.

1" EIFS OVER GYP.

SHEATHING ON 3-5/8" MTL

STUD FRAMING

STL. BEAM BEYOND

RE: STRUCT

CONT. TREATED 2X4 WOOD

BLOCKING

PREFINISHED 24 GA. MTL. FASCIA

WITH/ CONT. 20 GA. GALV. MTL. CLEAT

ANCHORED AT 12" O.C. MIN.

CONT. CAULK JOINT

TREATED 2x4 SLEEPER

FULLY ADHERED 72 MIL PVC SINGLE

PLY ROOF MEMBRANE ON 3/4"

PLYWOOD ROOF DECK

ANGLE CLIP TRUSS

SUPPORT

TREATED 2x10 TRUSS

STEEL BEAM RE: STRUCT.

1" EIFS OVER GYP.

SHEATHING ON 3-5/8" MTL

STUD FRAMING

PREFINISHED METAL COUNTER

FLASHING

1/2":12" SLOPE

FLASHING AND

COUNTER FLASHING

AT EXTERIOR FACE

NEW 2x6 WD FRAME. CONSTRUCTION

AND PAINT TO MATCH EXISTING

WOOD FRAMES. RE: STRUCT

M

IN

C

L E

A R

A N

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A .F

.F

8 1/2"

12"

PRE-FINISHED STANDING

SEAM METAL ROOF SYSTEM

OVER ICE & WATER SHIELD

OVER 1/2" PLYWOOD ROOF

DECK OVER METAL DECK. RE:

STRUCT. PRIME AND PAINT

UNDERSIDE OF EXPOSED MTL

DECK.

FULLY ADHERED 72 MIL PVC SINGLE

PLY ROOF MEMBRANE ON 3/4"

PLYWOOD ROOF DECK

PREFINISHED METAL COUNTER

FLASHING

TREATED 2x10 TRUSS

TRUSS CONNECTION

PLATE

1" EIFS OVER GYP.

SHEATHING ON

3-5/8" MTL STUD

FRAMING

CONT. TREATED 2X4 WOOD

BLOCKING

PREFINISHED 24 GA. MTL. FASCIA

WITH/ CONT. 20 GA. GALV. MTL. CLEAT

ANCHORED AT 12" O.C. MIN.

CONT. CAULK JOINT

TREATED 2x4 SLEEPER

FULLY ADHERED 72 MIL PVC SINGLE

PLY ROOF MEMBRANE ON 3/4"

PLYWOOD ROOF DECK

ANGLE CLIP TRUSS

SUPPORT

TREATED 2x10 TRUSS

STEEL BEAM RE: STRUCT.

1" EIFS OVER GYP.

SHEATHING ON 3-5/8" MTL

STUD FRAMING

PREFINISHED METAL COUNTER

FLASHING

1/2":12" SLOPE

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FINAL SUBMITTAL

1 1/2" = 1'-0"A-505

A1 PORTICO DETAIL - STAIR E1 (BID OPTION)

1 1/2" = 1'-0"A-505

C4 PORTICO DETAIL - STAIR E1 (BID OPTION)

1 1/2" = 1'-0"A-505

A2 PORTICO DETAIL - STAIR E1 (BID OPTION)

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AUGUST 12, 20190' 1' 2'

GRAPHIC SCALE 1" = 1'-0"

6"

0' 1' 2'

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

6"3" 9"

1 1/2" = 1'-0"A-505

C1 PORTICO DETAIL - STAIR E1 (BID OPTION)

1" = 1'-0"A-505

A3 CANOPY DETAIL

SCHED.

REF. PARTITION

A S

S C

H E

D

DOOR & FRAME

AS SCHED.

5/8" GYP. BD. ON

MTL. STUDS

1/2" 1/2" CONT. CAULK EA. SIDE

JAMB BEYOND

A S

S C

H E

D

DOOR & FRAME

AS SCHED.

JAMB ANCHORS PER

MFR. REQ.

5/8" GYP. BD. ON

MTL. STUDS

1/2" 1/2" CONT. CAULK EA. SIDE

SCHED.

REF. PARTITION

A S

S C

H E

D U

L E

D

DOOR &

FRAME AS

SCHED.

FLOOR FINISH

AS SCHED,

TYP.

AUTO. DOOR

BOTTOM WHERE

SCHED.

SCHED.

REF. PARTITION

/8

THRESHOLD WHERE

SCHED.

PART'N

VERIFY EXIST.

A S

S C

H E

D

DOOR & FRAME

AS SCHED.

CONT. CAULK EA. SIDE

JAMB BEYOND

1/2" 1/2"

PROVIDE 2x FRAMING

MEMBERS & 5/8" GYP. BD.

WHERE REQ'D. FOR NEW

DOOR & FRAME; TEXTURE

AND PAINT TO MATCH

ADJ. CONSTRUCTION

EXIST. STUD PART'N

TO REMAIN

A S

S C

H E

D

DOOR & FRAME

AS SCHED.

JAMB ANCHORS PER

MFR. REQ.

CONT. CAULK EA. SIDE

PART'N

VERIFY EXIST.

1/2" 1/2"

PROVIDE 2x FRAMING

MEMBERS & 5/8" GYP. BD.

WHERE REQ'D. FOR NEW

DOOR & FRAME; TEXTURE

AND PAINT TO MATCH

ADJ. CONSTRUCTION

EXIST. STUD PART'N

TO REMAIN

A S

S C

H E

D

FRAME AS

SCHED.

CONT. CAULK EA. SIDE

JAMB BEYOND

1/2" 1/2"

PROVIDE 2x FRAMING

MEMBERS & 5/8" GYP. BD.

WHERE REQ'D. FOR NEW

DOOR & FRAME; TEXTURE

AND PAINT TO MATCH

ADJ. CONSTRUCTION

EXIST. STUD PART'N

TO REMAIN

PART'N

VERIFY EXIST.

A S

S C

H E

D

FRAME AS SCHED.

JAMB ANCHORS PER

MFR. REQ.

CONT. CAULK EA. SIDE

1/2" 1/2"

PROVIDE 2x FRAMING

MEMBERS & 5/8" GYP. BD.

WHERE REQ'D. FOR NEW

DOOR & FRAME; TEXTURE

AND PAINT TO MATCH

ADJ. CONSTRUCTION

EXIST. STUD PART'N

TO REMAIN

PART'N

VERIFY EXIST.

5 3/4"

A S

S C

H E

D

DOOR & FRAME

AS SCHED.

EXIST. MASONRY WALL

CORNER BEAD

REFER PARTITION

SCHED.

JAMB BEYOND

CONT. CAULK EA. SIDE

STEEL LINTEL WHERE

INDICATED BY STRUCTURAL

FURRING PARTITION WHERE

INDICATED ON PLAN

5 3/4"

A S

S C

H E

D

DOOR & FRAME

AS SCHED.

JAMB ANCHORS PER

MFR. REQ.

CONT. CAULK EA. SIDE

EXIST. MASONRY WALL

CORNER BEAD

REFER PARTITION

SCHED.

FURRING PARTITION WHERE

INDICATED ON PLAN

US Army Corps of Engineers ®

SHEET ID

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A-511

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FINAL SUBMITTAL

3" = 1'-0"A-511

D1 HEAD DETAIL

3" = 1'-0"A-511

C1 JAMB DETAIL

3" = 1'-0"A-511

A1 THRESHOLD DETAIL AUGUST 12, 2019

3" = 1'-0"A-511

D2 HEAD DETAIL

3" = 1'-0"A-511

C2 JAMB DETAIL

3" = 1'-0"A-511

D3 HEAD DETAIL

3" = 1'-0"A-511

C3 JAMB DETAIL

3" = 1'-0"A-511

D4 HEAD DETAIL

3" = 1'-0"A-511

C4 JAMB DETAIL

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GRAPHIC SCALE 3" = 1'-0"

3"

CONT. CAULK,

EA. SIDE

FRAME

AS SCHED.

JAMB BEYOND

A S

S C

H E

D

BRICK

VENEER

BEYOND

BRICK

VENEER

WEEP HOLES

@ 24" O.C.

DOOR AS SCHED.

STEEL LINTEL

RE: STRUCT.

FLEXIBLE

MASONRY

FLASHING

3"

AS SCHED.

8" CMU BOND

BEAMTREATED WD.

SHIM AS REQ'D.

CONT. BACKER

ROD & SEALANT

BRICK VENEER W/

MASONRY TIES @ 24"

O.C. HORIZ. & 16" VERT.

8" CMU WALL

CONT. CAULK

DOOR & FRAME AS SCHED.

2 15/16" AS SCHED.

A S

S C

H E

D

DOOR AND FRAME AS

SCHED.

FLOOR FINISH

AS SCHED.

ALUM. THRESHOLD AS

SCHED. - SET IN A

FULL BED OF MASTIC

/4

CONC. FOUNDATION

RE: STRUCT

DOOR BOTTOM AS

SCHED.

BLOCK-OUT IN SLAB

AS INDICATED1 1/2"

EXTERIOR FLATWORK;

REF. CIVIL

A S

S C

H E

D

V A

R

IE

S A

S S

C H

E D

3" AS SCHED.

EXIST. MASONRY WALL

CONT. BACKER

ROD & CAULK

CORNER BEAD

REFER PARTITION

SCHED.

CONT. BACKER ROD &

SEALANT

SELF-ADHERING

FLASHING TAPE

CONT. ANGLE TO MATCH

RADIUS OF EXIST. OPENING

CONT.

SEALANT

CONT. ALUM.

BREAK MTL.

FLASHING

ARCHED

ROUGH

OPENING

CONT. ST.

ANGLE @ ARCH

CONT. BACKER

ROD & SEALANT

DOOR & FRAME

/ TRANSOM AS

SCHED.

EXIST. MASONRY

DOOR & FRAME

AS SCHED.

SELF-ADHERING

FLASHING TAPE

JAMB BEYOND

A S

S C

H E

D

CONT. BACKER ROD

& SEALANT

PARTITION SCHED.

CORNER BEAD

ACTUAL CONDITION MAY

VARY - CONTRACTOR

VERIFY; SHOWN ARE

ASSUMED LOCATIONS OF

EXIST. WD. BLOCKING -

REPAIR /REPLACE AS

REQ'D TO PROVIDE FLUSH

SUBSTRATE

TREATED WD. SHIM

AS REQ'D.

3" AS SCHED.

STEEL LINTEL WHERE

INDICATED BY STRUCTURAL

AS SCHED.3"

EXISTING MASONRY

DOOR & FRAME

AS SCHED.

JAMB BEYOND

CONT. BACKER ROD

& SEALANT

A S

S C

H E

D

CORNER BEAD

REFER PARTITION

SCHED.

SELF-ADHERED

FLASHING TAPE

TREATED WD.

BLOCKING AS REQ'D.

JAMB BEYOND

DOOR AS

SCHED.

ALUM. THRESHOLD

AS SCHED.

EXIST. CONC. FOUNDATION

AUTO DOOR

BOTTOM AS SCHED.

FLOOR AS SCHED.

EXISTING MASONRY

PARTITION AS

SCHED.

CORNER GUARD,

TYP.

5/8" GYP. BD. OVER

3/4" PLYWOOD

PROVIDE WD. BLOCKING

@ FURRING PARTITION

TERMINATION

V A

R

IE

S A

S S

C H

E D

EXIST. MASONRY WALL

CONT. BACKER

ROD & CAULK

CORNER BEAD

REFER PARTITION

SCHED.

SELF-ADHERING

FLASHING TAPE

CONT. ANGLE TO MATCH

RADIUS OF EXIST. OPENING

CONT.

SEALANT

CONT. ALUM.

BREAK MTL.

FLASHING

ARCHED

ROUGH

OPENING

CONT. ST.

ANGLE @ ARCH

CONT. BACKER

ROD & SEALANT

DOOR & FRAME

AS SCHED.

3" AS SCHED.

US Army Corps of Engineers ®

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A-512

D O

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B A

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FINAL SUBMITTAL

3" = 1'-0"A-512

D1 HEAD DETAIL

3" = 1'-0"A-512

C1 JAMB DETAIL

3" = 1'-0"A-512

A1 THRESHOLD DETAIL

3" = 1'-0"A-512

D2 HEAD DETAIL

3" = 1'-0"A-512

D4 HEAD DETAIL

3" = 1'-0"A-512

C2 JAMB DETAIL

3" = 1'-0"A-512

A2 THRESHOLD DETAIL

1 1/2" = 1'-0"A-512

C4 PLAN / JAMB DETAIL @ ELEV. LOBBY

3" = 1'-0"A-512

D3 HEAD DETAIL

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0' 6" 1'

GRAPHIC SCALE 3" = 1'-0"

3"

0' 1' 2'

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

6"3" 9"

6" 1 1/2" AS SCHED. VERIFY

E Q

T

O O

P P

S

ID

E

O F

O P

E N

IN

G

V E

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IF

Y A

S S

C H

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DOUBLE STUDS @ JAMB

DOOR & FRAME

AS SCHED.

REFER TO WALL SECTION

CONT. CAULK

CONT. 2x2 ST. ANGLE @

PERIMETER OF OPENING

SELF ADHERED

FLASHING TAPE

CONT. BACKER

ROD & SEALANT

CONT. 2x WD. BLOCKING

2" E.I.F.S. OVER

CONT. VAPOR

BARRIER ON

PLYWD.

SUBSTRATE

TREATED WD.

SHIM AS REQ'D.

CONT. BACKER

ROD & SEALANT

3/4" PLYWD. PER PART'N TYPE -

EXTEND PLYWD. MINIMUM OF 2' - 0"

AROUND PERIMETER OF OPENING

HORIZONTALLY AND VERTICALLY

6" 1 1/2" AS SCHED. VERIFY

V A

R

IE

S

M

IN

6" BOXED STUD HEADER

DOOR & FRAME

AS SCHED.

REFER TO WALL SECTION

CONT. CAULK

CONT. 2x2 ST. ANGLE @

PERIMETER OF OPENING

SELF ADHERED FLASHING

TAPE

CONT. BACKER

ROD & SEALANT

A S

S C

H E

D

CONT. 2x WD. BLOCKING

2" E.I.F.S. OVER

CONT. VAPOR

BARRIER ON

PLYWD.

SUBSTRATE

TREATED WD.

SHIM AS REQ'D.

CONT. MTL.

FLASHING

CONT. BACKER

ROD & SEALANT

3/4" PLYWD. PER PART'N TYPE -

EXTEND PLYWD. MINIMUM OF 2' - 0"

AROUND PERIMETER OF OPENING

HORIZONTALLY AND VERTICALLY

1 1/2"1 1/2"

AS SCHED. VERIFY

V A

R

IE

S

6" BOXED STUD HEADER

DOOR & FRAME

AS SCHED.

REFER TO WALL SECTION

CONT. CAULK

CORNER BEAD

SELF ADHERED FLASHING

TAPE

CONT. BACKER

ROD & SEALANT

A S

S C

H E

D

CONT. 2x WD. BLOCKING

2" E.I.F.S. OVER

CONT. VAPOR

BARRIER ON

PLYWD.

SUBSTRATE

TREATED WD.

SHIM AS REQ'D.

CONT. MTL.

FLASHING

CONT. BACKER

ROD & SEALANT

US Army Corps of Engineers ®

SHEET ID

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A-513

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FINAL SUBMITTAL

3" = 1'-0"A-513

A1 PLAN / JAMB DETAIL

3" = 1'-0"A-513

C1 SECTION / HEAD DETAIL

3" = 1'-0"A-513

C3 SECTION / HEAD DETAIL

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0' 6" 1'

EXIST. MASONRY WALL

REF. PARTITION

TYPE

CORNER BEAD

CONT. SEALANT &

BACKER ROD

FRAME & GLAZING

VARY; REF. SCHED.

CONT. BACKER ROD

& SEALANT

MATCH EXIST.

3" ± 3 1/4" VERIFY

SELF-ADHERED

FLASHING TAPE ON

EXIST. MASONRY /

WOOD SUBSTRATE -

CONT. AROUND

PERIMETER OF

OPENING

WD. SHIM AS REQ'D

*SPRAY FOAM INSULATION NOT SHOWN FOR CLARITY*

WOOD CASING SHOWN DASHED; REFER SCHED.

VERIFY IN FIELD EXISTING

CONDITIONS; LOCATION OF

EXIST. WD. BLOCKING IS

ASSUMED AND MAY VARY -

REPAIR/REPLACE AS REQ'D

TO PROVIDE A FLUSH

SUBSTRATE

EXIST. MASONRY WALL

FRAME & GLAZING

VARY; REF. SCHED.

CONT. CAULK

REFER

PARTITION TYPE

/2

/2

1/2"1/2"

1/2" SOLID SURFACE

STOOL & APRON

CONT. BACKER ROD

& SEALANT

MATCH EXIST.

3" ± 3 1/4" VERIFY

*SPRAY FOAM INSULATION NOT SHOWN FOR CLARITY*

VERIFY IN FIELD EXISTING

CONDITIONS; LOCATION OF

EXIST. WD. BLOCKING IS

ASSUMED AND MAY VARY -

REPAIR/REPLACE AS REQ'D TO

PROVIDE A FLUSH SUBSTRATE

SELF-ADHERED FLASHING TAPE

ON EXIST. MASONRY / WOOD

SUBSTRATE - CONT. AROUND

PERIMETER OF OPENING

EXIST. MASONRY WALL

FRAME &

GLAZING VARY;

REF. SCHED.

CONT. SEALANT

& BACKER ROD

CORNER BEAD

REFER PARTITION

SCHED.

JAMB BEYOND

SELF-ADHERED

FLASHING TAPE

CONT. ALUM. BREAK

MTL. FLASHING

CONT.

SEALANT

CONT. ANGLE

TO MATCH

RADIUS OF

EXIST. OPENING

ARCHED

ROUGH

OPENING

TREATED WD.

BLOCKING AS

REQ'D. @ ARCH

MATCH EXIST.

3" ± 3 1/4" VERIFY

*SPRAY FOAM INSULATION NOT SHOWN FOR CLARITY*

WOOD CASING SHOWN DASHED; REFER SCHED.

EXIST. SILL

3 5/8" MTL. STUD

FRAMING @ 16" O.C.

TREATED WD. BLOCKING AS REQ'D.

TO PROVIDE A FLUSH SUBSTRATE

[AND FOR ATTACHMENT]

3/4" TREATED PLYWD.

EIFS OVER CONT. AIR /

MOISTURE BARRIER

CONT. BREAK MTL.

FLASHING

PART'N AS SCHED.

EXIST. MULTI-WYTHE

STRUCTURAL MASONRY

WALL, TYP.

TREATED WD. BLOCKING AS REQ'D.

TO PROVIDE A FLUSH SUBSTRATE

[AND FOR ATTACHMENT]

HEAD

SILL

*JAMB CONDITION SIM. TO HEAD*

*SPRAY FOAM INSULATION NOT SHOWN FOR CLARITY*

SELF ADHERING FLASHING TAPE

CONT. AROUND PERIMETER - LAP

MIN. 3" OVER EXIST. SUBSTRATE

ON INTERIOR SIDE, TYP.

DRAINAGE CHANNEL PER EIFS

MANF. W/ CONT. SEALANT BELOW

EXIST. MASONRY WALL

NEW ALUM. FIXED,

ARCHED OVERLAY

WINDOW AND GLAZING AS

SCHED.

CONT. CAULK EA.

SIDE

CORNER BEAD

REFER PARTITION

SCHED. *SPRAY FOAM

INSULATION NOT

SHOWN FOR CLARITY*

JAMB BEYOND

SELF-ADHERED FLASHING

TAPE ON EXIST. MASONRY

/ WOOD SUBSTRATE -

CONT. AROUND

PERIMETER OF OPENING

WD. SHIM

AS REQ'D.

VERIFY

1/2" 2 5/8" 1' - 2" +/-

EXISTING BLOCKING

TO REMAIN; VERIFY &

MODIFY AS REQ'D

NEW PAINTED WD.

CASINGS TO MATCH

ORIGINAL/EXIST.

CONT.

SEALANT

A S

S C

H E

D

/8

ETR ARCHED STAINED-

GLASS WINDOW, SCRAPE,

SEAL & REPAINT (TYP.)

NEW TREATED 2x12

INTERMEDIATE

MULLION/SILL BETWEEN

ETR ARCHED UPPER &

NEW REPLACEMENT

LOWER HUNG WINDOW.

PROVIDE CONCEALED

ANCHOR INTO EXIST.

MASONRY AT EACH JAMB.

PRIME/BACK-PRIME PRIOR

TO INSTALLATION. FILL,

SEAL AND FINISH. PAINT

EXPOSED INTERIOR SIDE -

CLAD EXTERIOR SIDE

WITH PRE-FINISHED

FLASHING, TRIM AND SEAL

ALL JOINTS

CONT. CAULK

/8

A S

S C

H E

D

CONT.

SEALANT

CONT.

SEALANT

2-PIECE

FLASHING

W/ DRIP 2

/8

A

S S

C H

E D

3 1/4" +/- 3 1/4" 9 1/8" +/-

CONT. CAULK

NEW ALUM. SINGLE-

HUNG REPLACEMENT

WINDOW & GLAZING AS

SCHED.

CONT. AIR /

MOISTURE BARRIER

MULTIPLE STUD HEADER -

RE:STRUCT.

6" (R-19) BATT INSUL.

CORNER BEAD

CONT. BACKER

ROD & SEALANT

REF. WALL SECTION

3" E.I.F.S.

CONT. CAULK

FRAME & GLAZING

AS SCHED.

5 7/8"3 1/4"1 7/8"

SELF ADHERED

FLASHING TAPE

3" 6 1/2" 1 1/2"

CONT. AIR /

MOISTURE BARRIER MULTIPLE STUD @ EA.

JAMB - RE: STRUCT.

6" (R-19) BATT INSUL.

CORNER BEAD

CONT. BACKER

ROD & SEALANT

REF. WALL SECTION

3" E.I.F.S.

CONT. CAULK

FRAME & GLAZING

AS SCHED.

5 7/8"3 1/4"1 7/8"

SELF ADHERED

FLASHING TAPE

CONT. AIR /

MOISTURE BARRIER

6" (R-19) BATT INSUL.

REF. WALL SECTION

3" E.I.F.S.

CONT. CAULK

FRAME & GLAZING

AS SCHED.

3" 1 7/8" 3 1/4" 5 7/8" 1"

1/2" SOLID SURFACE

STOOL & APRON

PROVIDE DRIP EDGE

ON BOTTOM SIDE

AND SLOP ON TOP

SIDE OF CONT. E.I.F.S

TRIM

CONT.

SEALANT

TREATED 2X WD.

BLOCKING

MULTIPLE STUD SILL -

RE: STRUCT.

SELF ADHERED

FLASHING TAPE

/2

/2

1/2"1/2"

EXIST. MASONRY WALL

1/2" PLYWD. ON ST.

ANGLE BRACKETS

CONT. SEALANT & BACKER ROD

3" PER MANF. VERIFY

SELF-ADHERED FLASHING TAPE

ON EXIST. MASONRY / WOOD

SUBSTRATE - CONT. AROUND

PERIMETER OF OPENING

TREATED WD.

SHIM AS REQ'D

VERIFY IN FIELD EXISTING

CONDITIONS; LOCATION OF EXIST.

WD. BLOCKING IS ASSUMED AND

MAY VARY - REPAIR/REPLACE AS

REQ'D TO PROVIDE A FLUSH

SUBSTRATE

LOUVER FRAME AS SCHED.

SUPPORT CLIP BY MFR.

EXIST. SILL

3 5/8" MTL. STUD

FRAMING @ 16" O.C.

TREATED WD.

BLOCKING AS REQ'D.

3/4" TREATED PLYWD, TYP.

EIFS OVER CONT. AIR /

MOISTURE BARRIER

CONT. BREAK MTL.

FLASHING

PART'N AS SCHED.

EXIST. MULTI-WYTHE

STRUCTURAL MASONRY

WALL, TYP.

TREATED WD.

BLOCKING AS REQ'D.

V A

R

IE

S

HEAD

SILL

*JAMB CONDITION SIM. TO HEAD*

*SPRAY FOAM INSULATION NOT SHOWN FOR CLARITY*

SELF ADHERING FLASHING TAPE

CONT. AROUND PERIMETER - LAP

MIN. 3" OVER EXIST. SUBSTRATE

ON INTERIOR SIDE, TYP.

DUCTWORK; REF. MECH.

DUCTWORK; REF. MECH.

LOUVER AS SCHED, TYP.

A S

S C

H E

D

CONT. SEALANT, TYP.

DRAINAGE CHANNEL PER

EIFS MANF. W/ CONT.

SEALANT BELOW

US Army Corps of Engineers ®

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FINAL SUBMITTAL

3" = 1'-0"A-514

B1 JAMB DETAIL

3" = 1'-0"A-514

A1 SILL DETAIL

3" = 1'-0"A-514

D1 HEAD DETAIL

3" = 1'-0"A-514

A3 EIFS INFILL DETAIL @ EXISTING OPENING

3" = 1'-0"A-514

C3 HEAD DETAIL

3" = 1'-0"A-514

D2 HEAD DETAIL

3" = 1'-0"A-514

B2 JAMB DETAIL

3" = 1'-0"A-514

A2 SILL DETAIL

3" = 1'-0"A-514

D5 JAMB DETAIL

3" = 1'-0"A-514

B5 LOUVER DETAIL @ EIFS INFILL

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AUGUST 12, 20190' 6" 1'

3 5/8" STUD FRAMING, TYP.

5/8" TYPE "X" GYP. BD. INSTALLED OVER EXISTING BEAD BOARD

EXISTING ROOF TRUSS, TYP.

F.F.E. SECOND

110' - 7"

UPPER ROOF

126' - 3"

MECHANICAL /

ELECTRICAL

STORAGE

ATTIC ACCESS

LADDER

ATTIC ACCESS

HATCH

WD

3/4" CDX PLYWD. ON 3 5/8"

MTL. FRAMING. MODIFY AS

REQ'D FOR DUCTWORK

WHERE PRESENT

EXISTING VENTILATOR

TO REMAIN

EXISTING ROOF &

FRAMING TO REMAIN

DUCTWORK,

REF. MECH

MTL. SLEEVE SIZED TO

ACCOMMODATE MECH.

DUCT - OMIT AT LOCATIONS

WITH NO DUCTWORK -

REFER MECHANICAL

CONT. SPRAY FOAM INSULATION

@ UNDERSIDE OF ROOF DECK.

MINIMUM R-38

EXISTING ROOF JOIST

(SHOWN DASHED BEYOND)

PRE-FINISHED STANDING SEAM

METAL ROOF SYSTEM OVER ICE &

WATER SHIELD ON PLYWD ROOF

DECK. RE: STRUCTURAL FOR MTL.

FRAMING

2X FRAMING - REFER STRUCT.

PRE-FINISHED MTL. FLASHING

INTO EXIST. WALL

CONT. SEALANT

ELECTRICAL

MECHANICAL

EXIST. MASONRY WALL

ELECTRICAL

PRE-FINISHED STANDING SEAM METAL

ROOF SYSTEM OVER ICE & WATER SHIELD

ON PLYWD ROOF DECK.

RE: STRUCTURAL FOR FRAMING

2X FRAMING - REFER

STRUCT.

PREFINISHED MTL.

FASCIA WITH CONT.

GALV. MTL. CLEAT

ANCHORED @ 12" O.C.

EXIST. MASONRY WALL

PAINTED TREATED

WD. 1x TRIM

CONT. TREATED 2X

WOOD BLOCKING

METAL GUTTER

EXIST. WD DECK &

FRAMING MEMBERS

INSULATION; REF.

BLDG. SECTION

GYP. BD. @ UNDERSIDE OF

FRAMING; REF. BLDG. SECTION

PART'N AS SCHED.

WDW-1 WALL ACCENT PANEL

WD. BASE AS SCHED, TYP.

FLOOR FINISH AS SCHED, TYP.

RUBBER STEP NOSING, TYP.

STAINED PLYWD. TYP.

PERIMETER FRAMING

2x FRT JOIST, TYP.

2x FRT FRAMING MEMBERS @ 12"

O.C. RUNNING PERPENDICULAR

TO EXISTING FRAMING

FILL VOID COMPLETELY WITH

ACOUSTIC BATT INSULATION

NOTE: @ SIM. CONDITION ROCK REHEARSAL 218; OMIT UPPER

PLATFORM PORTION, AND PROVIDE RUBBER BASE IN LIEU OF WD. BASE.

PART'N AS SCHED.

WD. BASE AS SCHED, TYP.

FLOOR FINISH AS SCHED, TYP.

STAINED PLYWD. TYP.

T Y

P

STAINED WD.

BASE CAP TRIM

EXISTING EXTERIOR

MASONRY WALL

FURRING PARTITION &

INSULATION AS SCHED.

CEILING AS SCHED.

5/8" GYP. BOARD (TYPE X)

ATTACHED TO BOTTOM CHORD

OF ROOF TRUSSES; REF.

SOFFIT LEVEL PLAN

5/8" GYP. BOARD ON 3 5/8"

MTL. STUDS @ 16" O.C.

SPRAY FOAM INSULATION;

REF. BLDG. SECTIONS

CORNER BEAD,

TYP.

REFER RCP

VARIES

T Y

P

H E

IG

H

T

R E

F E

R R

C P

F O

R C

E

IL

IN

G

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FINAL SUBMITTAL

AUGUST 12, 2019

3/4" = 1'-0"A-520

A1 CEILING FURDOWN DETAIL

STAINED PLYWD

STAINED WD. CROWN MOLDING

STAINED WD. CROWN MOLDING

ACT CEILING AS SCHED.

PRESSED TIN TRIM & TILES

SALVAGED FROM FIRST FLOOR.

CLEAN, PREP, PRIME & PAINT.

PROVIDE 5/8" GYP. BD. SUBSTRATE.

1/4" = 1'-0"A-520

B1 ATTIC ACCES SECTION

3/8" = 1'-0"A-520

D1 VENTILATOR DETAIL

1" = 1'-0"A-520

D2 ROOF DETAIL

1" = 1'-0"A-520

D3 ROOF DETAIL

M A

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0' 1' 2'

GRAPHIC SCALE 1" = 1'-0"

6"

0' 4' 8'

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

2'1'

0' 4' 8'

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

2'1'

0' 2' 3'

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

1'

1 1/2" = 1'-0"A-520

A3 ELEVATED PLATFORM SECTION DETAIL

1 1/2" = 1'-0"A-520

B3 WDW-1 WAINSCOT DETAIL

1" = 1'-0"A-520

B2 TYP. LIGHT WELL DETAIL

1/2" SOLID SURFACE

TOP & SPLASH WITH 1"

EDGE ON 3/4" PLY. WD.

PAINTED BULKHEAD;

2 LAYERS 3/4" MDF

BASE AS SCHED.

PAINTED 3/4" PLY.

WD. HORIZONTAL

BULKHEAD BRACING

/2

/2

6" 1'-3 1/2"

2 1/2"

CONTINUOUS 3/4

"MDF BACKER;

PAINTED

1X EDGE; PAINTED

CUTOUT FOR PIPING;

VERIFY DIM

3/4" MDF APRON -

PAINTED

/2

3/4" PLYWD.

BLOCKING (TYP)

/2

BASE AS SCHED.

1/2" SOLID SURFACE

TOP & SPLASH

WITH/1" EDGE ON 3/4"

PLY WD.

PLAM BASE

CABINET WITH

DRAWER & RAISED

PANEL DOOR

BLACK MELAMINE

ADJ. SHELF

2X BLOCKING

(TYP.)

BLACK MELAMINE

CABINET BACK

/2

/2

/2

REFER TO DETAIL A1 ON THIS

SHEET FOR SIMILAR ITEMS

SHOWN BUT NOT NOTED

SINK; REF. PLUMB.

WD. TRIMMED

CASED OPENING

BASE AS SCHED

EACH SIDE

3/4" PLYWD.

COUNTER W/

PLASTIC LAM.

TOP, EDGE, &

SPLASH: LAM-1

/2

/2

PARTITION AS

SCHED.

2' - 1"

3/4" PLYWD.

COUNTER W/

PLASTIC LAM. TOP,

EDGE, & SPLASH:

LAM-1

BASE AS SCHED.

/2

/2

1 3/4" 1'-11 1/4"

PLAM BULKHEAD

1'-6 3/4"

FIXED PLAM

SHELVING

PAINTED 1x2

WD. TRIM

BASE AS

SCHED.

3/4" PLYWD. BLOCKING

(TYP)

/2

PLAM

UPPER CABINET

BLACK MELAMINE

ADJ. SHELVES

1x CONT. (TYP)

BASE AS SCHED.

1/2" SOLID SURFACE

TOP & SPLASH

WITH/1" EDGE ON 3/4"

PLY WD.

PLAM BASE

CABINET WITH

DRAWER & RAISED

PANEL DOOR

BLACK MELAMINE

ADJ. SHELF

2X BLOCKING

(TYP.)

BLACK MELAMINE

CABINET BACK

BLACK MELAMINE

CABINET BACK

/2

/2

PAINTED MDF BASE

CABINETS: PT-7

3/4" PLYWD. COUNTER

W/ PLASTIC LAM. TOP,

EDGE, & SPLASH: LAM-1

2x WOOD BLOCKING

BASE AS SCHED. 4

/8

" 1 /8

" 1 /8

/2

2'-1"

PLAM ADJ. SHELF

2X BLOCKING /

FRAMING (TYP.)

PLAM CABINET BACK

PLAM BASE

CABINET

2X BLOCKING /

FRAMING (TYP.)

3/4" PLAM CABINET

BOTTOM

3/4" PLYWD. COUNTER

W/ PLASTIC LAM. TOP,

EDGE, & SPLASH: LAM-1

4'-2"

1'-11 3/4" 2 1/2" 1'-11 3/4"

BASE AS SCHED.

US Army Corps of Engineers ®

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FINAL SUBMITTAL

1" = 1'-0"A-521

A3 MILLWORK

1" = 1'-0"A-521

A1 MILLWORK SECTION

1" = 1'-0"A-521

A2 MILLWORK SECTION

AUGUST 12, 2019

1" = 1'-0"A-521

C2 MILLWORK SECTION

1" = 1'-0"A-521

C1 MILLWORK SECTION

1" = 1'-0"A-521

C3 MILLWORK SECTION

1" = 1'-0"A-521

A4 MILLWORK SECTION

1" = 1'-0"A-521

D1 MILLWORK SECTION

1" = 1'-0"A-521

C4 MILLWORK SECTION

M A

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0' 1' 2'

GRAPHIC SCALE 1" = 1'-0"

6"

HOLLOW METAL FRAME

H1

PROFILE

WITH/ 1/2" BACKBEND

A S

S C

H E

D

VARIES

1/2" 1/2"

VARIES1 15/16"

/8

2" AS SCHED. 2"

FIN. FLR.

HOLLOW METAL FRAME

H1B

PROFILE

CASED OPENING

A S

S C

H E

D

VARIES

/8

2" AS SCHED. 2"

2" 6' - 0" 2"

/2

H2

PROFILE

VARIES

1/2" 1/2"

VARIES1 15/16"

/8

HOLLOW METAL FRAME

2" AS SCHED. 2"

A S

S C

H E

D

H4

PROFILE

VARIES

1/2" 1/2"

VARIES1 15/16"

/8

HOLLOW METAL FRAME

WITH/ 1/2" BACKBEND &

ARCHED TRANSOM WITH/ 3 EQ

LITE

WITH/ 1/2" BACKBEND &

TRANSOM WITH LITE

APPLIED MUNTINS

TO MATCH

REPLACEMENT

WINDOWS

APPLIED MUNTINS

TO MATCH

REPLACEMENT

WINDOWS

GLASS AS

SCHED.

GLASS AS

SCHED.

V E

R

IF

Y

2" AS SCHED. 2"

A S

S C

H E

D

H5

PROFILE

VARIES

1/2" 1/2"

VARIES1 15/16"

/8

HOLLOW METAL FRAME

WITH/ 1/2" BACKBEND &

ARCHED TRANSOM WITH/ 3 EQ

LITE

APPLIED MUNTINS

TO MATCH

REPLACEMENT

WINDOWS

GLASS AS

SCHED.

V

E R

IF

Y

HOLLOW METAL FRAME

H1A

PROFILE

A S

S C

H E

D

VARIES

VARIES1 15/16"

/8

2" AS SCHED. 2"

2" 5' - 0" 2"

H3

PROFILE

VARIES

1/2" 1/2"

VARIES1 15/16"

/8

HOLLOW METAL FRAME

WITH/ 1/2" BACKBEND &

TRANSOM WITH LITE

APPLIED MUNTINS

TO MATCH

REPLACEMENT

WINDOWS

GLASS AS

SCHED.

V

E R

IF

Y

/2

V

E R

IF

Y

AS SCHED.

AS SCHED.

A S

S C

H E

D

F SR1

FLUSH DOOR

A S

S C

H E

D

FLUSH STEEL DOOR

APPLIED MOULDINGS

5" 5"

T Y

P

APPLIED

MOLDINGS

AS SCHED.

A S

S C

H E

D

SR2

STILE AND RAIL

5 EQ PANEL

5" 5"

T Y

P

PAIR

WHERE

SCHED.

PAIR

WHERE

SCHED.

PAIR

WHERE

SCHED.

FLUSH W/ VISION PANEL

NL

GLAZING AS

SCHED.

M A

X

V

A R

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6" 6"

A S

S C

H E

D

AS SCHED.AS SCHED.

F1

FLUSH DOOR W/ LOUVER

A S

S C

H E

D

PAIR

WHERE

SCHED.

LOUVER AS

SCHED.

2' - 0"

AS SCHED.

A S

S C

H E

D

SR3

5" 5"

T Y

P

" PAIR

WHERE

SCHED.

STILE AND RAIL

LOUVER AS

SCHED.

PAIR

WHERE

SCHED.

GLAZING SCHEDULE

FG-1 1/4" FLOAT GLASS (CLEAR)

IG-1 1" INSULATED GLASS UNIT LOW-E (CLEAR) WITH/ .030 PVB.

IG-2 1" INSULATED GLASS UNIT LOW-E (CLEAR) WITH .030 PVB & 8-MIL TRANSLUCENT

FROSTED GLASS PRIVACY FILM ON INTERIOR SIDE OF WINDOW GLAZING

EQUIVALENT TO "LITE FROST WINDOW FILM" SERIES BY

WALLPAPERFORWINDOWS.COM - (800) 320-7439.

LSG-1 1/4" LAMINATED SAFETY GLASS WITH .030 PVB.

DOOR SCHEDULE NUMBERED NOTES

1. PAIR OF DOORS

2. STC 50 RATED OPENING; PROVIDE SOUND GASKETING & AC SEALANT.

DOOR AND FRAME RE-USED / SALVAGED. STC RATING IS ASSUMED

FROM AS-BUILT DOCUMENTS, VERIFY. REUSE EXISTING HARDWARE -

PRIME & PAINT DOORS AND FRAME.

3. UN-EQUAL PAIR OF DOORS

4. EXISTING DOOR & FRAME. PROTECT DURING CONSTRUCTION. PREP,

PRIME AND RE-PAINT

5. 1" FRAME WITH 2" HEAD

6. PROVIDE WOOD CASING; REFER DETAIL A3/A-602.

7. ELECTRONIC ACCESS CONTROLLED (EAC) DOOR

8. CASED OPENING

M

IN

MIN.

1' - 8"

G R

E A

T E

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H A

N

MIN.

1' - 0"

G R

E A

T E

R T

H A

N

G R

E A

T E

R T

H A

N

PULL SIDE PUSH SIDE PUSH SIDE

WITH CLOSER & LATCH

US Army Corps of Engineers ®

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FINAL SUBMITTAL

1/4" = 1'-0"A-601

A1 DOOR FRAME TYPES

1/4" = 1'-0"A-601

B4 DOOR TYPES

AUGUST 12, 2019

1/4" = 1'-0"A-601

C4 TYPICAL DOOR MANEUVERING CLEARANCES

DOOR SCHEDULE

MARK

DOOR FRAME

FIRE

RATING

LABEL STC

HARDWARE

NOTESTYP MT'L

SIZE

GLAZING TYP

DETAIL

GLAZING SET NO.

KEY

SIDE

ROOM

NO.WD HGT THK HEAD JAMB SILL

101 SR2 WD 6' - 0" 7' - 0" 1 3/4" - H1 D2/A-511 C2/A-511 A1/A-511 - - - HW-16 1

101A SR1 HM 3' - 0" 6' - 4" 1 3/4" - H1 D4/A-512 C2/A-512 A2/A-512 - - HW-2 7

102 F WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-12

103 F1 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-6

104 F WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-11

105 F WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-11

105A F1 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-11

106 F1 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-11

107 F WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-12

108 SR1 HM 4' - 0" 7' - 0" 1 3/4" H1 C1/A-513 A1/A-513 A2/A-512 - - - HW-2 7

109 F HM 3' - 0" 7' - 0" 1 3/4" H1 D4/A-511 C4/A-511 A1/A-511 - - - HW-6

110 F HM 3' - 0" 7' - 0" 1 3/4" H1 D1/A-512 C1/A-512 A1/A-512 - - - HW-5 EXT.

111 F WD 3' - 0" 7' - 0" 1 3/4" H1 D2/A-511 C2/A-511 A1/A-511 - - - HW-6

112 NL - 6' - 0" 7' - 0" 1 3/4" EXIST. EXIST. - - - - - STC 50 EXIST. - 1, 2, 4

113 NL - 6' - 0" 7' - 0" 1 3/4" EXIST. EXIST. - - - - - STC 50 EXIST. - 1, 2, 4

114 NL - 6' - 0" 7' - 0" 1 3/4" EXIST. EXIST. - - - - - STC 50 EXIST. - 1, 2, 4

115 F WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-14

116 F WD 6' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-15 1

117 F HM 3' - 6" 7' - 0" 1 3/4" H1 D4/A-511 C4/A-511 A1/A-511 - - - HW-6

117A SR1 HM 3' - 0" 6' - 8" 1 3/4" H1 D4/A-512 C2/A-512 A2/A-512 - - - HW-2 7

119 F WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-12

120 F1 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-11

121 F WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-11

122 F1 WD 3' - 0" 7' - 0" 1 3/4" - H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-11

122A F WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-11

123 NL - 6' - 0" 7' - 0" 1 3/4" EXIST. EXIST. - - - - - STC 50 EXIST. - 1, 2, 4

124 F1 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-12

125 NL - 6' - 0" 7' - 0" 1 3/4" EXIST. EXIST. - - - - - STC 50 EXIST. - 1, 2, 4

126 F WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-5C

128 NL - 6' - 0" 7' - 0" 1 3/4" EXIST. EXIST. - - - - - STC 50 EXIST. - 1, 2, 4

201 SR3 WD 6' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-15 1

202 SR3 WD 6' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-15 1

203 SR2 WD 6' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-16 1

203A SR1 HM 3' - 6" 6' - 8" 1 3/4" H5 D2/A-512 C2/A-512 A2/A-512 - - HW-2 7

204 SR3 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-11

205 SR3 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-6

206 SR3 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-11

207 SR2 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-12

208 SR2 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-12

209 SR2 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-12

210 SR2 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-12

211 SR2 WD 3' - 0" 7' - 0" 1 3/4" H1 D4/A-511 C4/A-511 A1/A-511 - - - HW-6

212 SR1 WD 6' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - HW-16 1

213A - - 6' - 0" 7' - 0" 1 3/4" H1B D3/A-511 C3/A-511 - - - - - 8

213B SR1 HM 6' - 0" 7' - 10" 1 3/4" H2 C3/A-514 C2/A-512 A2/A-512 IG-1 - - HW-3 1, 7

213C SR1 HM 5' - 0" 7' - 10" 1 3/4" H3 C3/A-514 C2/A-512 A2/A-512 IG-1 - - HW-3 1, 7

214 SR2 WD 6' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-15 1

215 SR2 WD 6' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - STC 35 HW-15 1

216 SR2 WD 4' - 0" 7' - 0" 1 3/4" H1 D2/A-511 C2/A-511 A1/A-511 - - STC 35 HW-12A

216A SR1 HM 6' - 0" 7' - 10" 1 3/4" H2 C3/A-514 C2/A-512 A2/A-512 IG-1 - - HW-3 1, 7

216B SR1 HM 5' - 0" 7' - 10" 1 3/4" H3 C3/A-514 C2/A-512 A2/A-512 IG-1 - - HW-3 1, 7

217 SR2 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-5C

218 NL HM 6' - 0" 7' - 0" 1 3/4" EXIST. EXIST. D1/A-511 C1/A-511 A1/A-511 - - STC 50 EXIST. 1, 2, 4

218A SR1 HM 6' - 0" 7' - 10" 1 3/4" H1 C3/A-514 C2/A-512 A2/A-512 - - - HW-3 1, 2, 7

219 SR2 WD 6' - 0" 7' - 0" 1 3/4" H1 D2/A-511 C2/A-511 A1/A-511 - - STC 35 HW-15 1

C101 SR1 HM 5' - 3" 7' - 0" 1 3/4" H1 D3/A-512 C2/A-512 A2/A-512 - - - HW-3A 3, 7

C102 SR1 HM 2' - 8" 7' - 7" 1 3/4" H1 D3/A-512 C2/A-512 A1/A-512 - - - HW-2 5, 7

C103 F WD 2' - 6" 6' - 8" 1 3/4" H1 - - - - - - HW-14 4

C105 F EXIST. 6' - 0" 7' - 0" 1 3/4" H1 - - - - - - HW-16 1, 4

C107 F WD 3' - 6" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-13

C108 SR1 HM 2' - 8" 6' - 8" 1 3/4" H1 D4/A-512 C2/A-512 A1/A-512 - - - HW-2 7

C110 SR1 HM 3' - 0" 6' - 6" 1 3/4" H1 D4/A-512 C2/A-512 A1/A-512 - - HW-2 7

C201 SR1 HM 3' - 0" 6' - 8" 1 3/4" H4 D2/A-512 C2/A-512 A2/A-512 IG-1 - - HW-2 7

C203 SR2 WD 3' - 0" 7' - 0" 1 3/4" H1 D1/A-511 C1/A-511 A1/A-511 - - - HW-13

C206 SR1 HM 5' - 0" 7' - 10" 1 3/4" H3 C3/A-514 C2/A-512 A2/A-512 IG-1 - - HW-3A 3, 7

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0' 4' 8'

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

2'1'

A B C

E G LV1

VERIFY

4' - 3"

V E

R

IF

Y

V E

R

IF

Y

V E

R

IF

Y

V E

R

IF

Y

VERIFY

3' - 9"

V E

R

IF

Y

V E

R

IF

Y

VERIFY

3' - 7"

VERIFY

3' - 8"

V E

R

IF

Y

V E

R

IF

Y

V E

R

IF

Y

2' - 0"

VERIFY

3' - 0"

V E

R

IF

Y

V E

R

IF

Y

A2

A-602

V E

R

IF

Y

2' - 4"

LV2

A-514

C3

A-514

A1

FIXED INSULATED WINDOW

INSTALLED OVER SALVAGED

HISTORICAL ARCH TOP WINDOW

INSULATED SINGLE HUNG

WINDOW TO MIMMIC

EXISTING HISTORICAL

NEW ALUM. FIXED,

ARCHED OVERLAY

WINDOW AND

GLAZING AS SCHED. ETR ARCHED STAINED-

GLASS WINDOW, SCRAPE,

SEAL & REPAINT (TYP.)

NEW ALUM. SINGLE-

HUNG REPLACEMENT

WINDOW & GLAZING AS

SCHED.

4 1/2" 1"

TYPICAL WOOD WINDOW CASING AT SECOND

FLOOR. PROVIDE PAINTED WOOD INTERIOR

CASINGS AT ALL WINDOWS AND EXTERIOR

DOORS TO MATCH EXISTING PROFILE, VERIFY.

OMIT AT UNOCCUPIED SPACES TO INCLUDE:

MECHANICAL, ELECTRICAL, COMMUNICATIONS

& STORAGE ROOMS.

GLAZING SCHEDULE

FG-1 1/4" FLOAT GLASS (CLEAR)

IG-1 1" INSULATED GLASS UNIT LOW-E (CLEAR) WITH/ .030 PVB.

IG-2 1" INSULATED GLASS UNIT LOW-E (CLEAR) WITH .030 PVB & 8-MIL TRANSLUCENT

FROSTED GLASS PRIVACY FILM ON INTERIOR SIDE OF WINDOW GLAZING

EQUIVALENT TO "LITE FROST WINDOW FILM" SERIES BY

WALLPAPERFORWINDOWS.COM - (800) 320-7439.

LSG-1 1/4" LAMINATED SAFETY GLASS WITH .030 PVB.

WINDOW NOTES

1. PROVIDE WOOD CASING. REFER DETAIL A3/A-602.

2. FAUX LOUVER (SEALED). HEAD / JAMB / SILL DETAILS ARE SIMILAR.

3. COORD. WITH MECHANICAL FOR DUCTWORK CONNECTIONS @ LOUVER.

US Army Corps of Engineers ®

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FINAL SUBMITTAL

AUGUST 12, 2019

WINDOW SCHEDULE

MARK COUNT

ROUGH OPENING

GLAZING

DETAILS

REMARKS (SEE NOTES) WIDTH HEIGHT HEAD JAMB SILL

A 24 4' - 3" 10' - 5" IG-1 C3/A-514 B1/A-514 A1/A-514 1

A.1 8 4' - 3" 10' - 5" IG-2 C3/A-514 B1/A-514 A1/A-514

B 17 3' - 9" 7' - 0" IG-1 D1/A-514 B1/A-514 A1/A-514 1

B.1 2 3' - 9" 7' - 0" IG-2 D1/A-514 B1/A-514 A1/A-514

C 15 3' - 7" 5' - 6" IG-1 D1/A-514 B1/A-514 A1/A-514

C.1 1 3' - 7" 5' - 6" IG-2 D1/A-514 B1/A-514 A1/A-514

E 7 3' - 8" 4' - 7" IG-1 D1/A-514 B1/A-514 A1/A-514

G 4 2' - 0" 4' - 0" IG-1 D2/A-514 B2/A-514 A2/A-514

LV1 2 3' - 0" 3' - 0" - D5/A-514 D5/A-514 D5/A-514 2

LV2 1 2' - 4" 2' - 8" - B5/A-514 B5/A-514 B5/A-514 3

1/4" = 1'-0"A-602

A1 WINDOW TYPES

1/2" = 1'-0"A-602

A2 "A" WINDOW DETAIL

3" = 1'-0"A-602

A3 TYP. WINDOW CASING

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TYPE D5

CEILING

AS SCHEDULED

EXIST. STRUCTURE

BASE AS SCHEDULED

5/8" GYP. BD. ON MTL.

STUDS @ 16" O.C.

NEW OR EXIST.

CONSTRUCTION WHERE

APPLICABLE

EXIST.

CONSTRUCTION

5/8" GYP. BD. ON MTL.

STUDS @ 16" O.C.

M

IN

EXTEND GYP. TO UNDERSIDE

OF STRUCTURE ABOVE @

LOCATIONS WITH/ EXPOSED

CEILINGS

PLAN VIEW

SECTION VIEW

MTL STUD TRACK WITH 2

1/2" x 2 1/2" x 18 GA.

MTL. ANGLE

FLOORING AS SCHED.

TYPE D6

FLOORING AS

SCHED.

BOTTOM OF

STRUCTURE OR

ROOF DECK

CEILING

AS SCHEDULED

EXIST. STRUCTURE

BASE AS

SCHEDULED

D6: 5/8" GYP. BD. ON

MTL. STUDS @ 16"

O.C.

3" CONT. CLOSED CELL SPRAY

FOAM INSULATION FULL HT.

EXISTING EXTERIOR WALL

CONT. SPRAY FOAM

INSULATION FULL HT. EXISTING EXTERIOR

WALL

5/8" GYP. BD. ON MTL.

STUDS @ 16" O.C.

PLAN VIEW

SECTION VIEW

TYPE T1

PLAN VIEW

SECTION VIEW

FLOORING AS

SCHEDULED

CEILING AS

SCHEDULED

FLOOR SLAB.

OMIT GYP. BD. @

CHASE SIDE WHERE

APPLICABLE

BASE AS SCHED.

5/8" HIGH IMPACT GYP. BD.

SOUND ATTENUATION

BLANKET EXTEND FULL

HEIGHT OF PARTITION

NOTE:

RE: 400 SERIES DRAWINGS -

INTERIOR ELEVATIONS FOR

TILE WAINSCOT

TILE ON 5/8" GLASS MAT WATER

RESISTANT GYP. BACKER BD. ON

MTL. STUDS AT 16" O.C. - USE WATER

RESISTANT GYP. BD. ABOVE TILE

AC SEALANT @ GYP. BD.

EACH SIDE ONLY WHERE

SOUND BATTS ARE REQ'D.

TILE ON 5/8" GLASS MAT WATER

RESISTANT GYP. BACKER BD. ON

MTL. STUDS AT 16" O.C. - USE WATER

RESISTANT GYP. BD. ABOVE TILE

5/8" HIGH IMPACT GYP. BD.

SOUND ATTENUATION

BLANKET EXTEND FULL

HEIGHT OF PARTITION

OMIT GYP. BD. @

CHASE SIDE WHERE

APPLICABLE

3 1/8"

TYPE D2

BOTTOM OF

STRUCTURE OR

ROOF DECK

PLAN VIEW

SECTION VIEW

FLOORING AS SCHEDULED

5/8" TYPE "X" GYP. BD.

EACH SIDE ON METAL

STUDS @ 16" O.C. MAX.

SOUND ATTENUATION

FULL HEIGHT

CEILING AS

SCHEDULED

AT FIRE RATED

PARTITIONS FIRE

CAULK @ EACH

LAYER OF GYP. BD.

5/8" GYP. BD. EACH

SIDE ON METAL STUDS

@ 16" O.C. MAX.

SOUND

ATTENUATION

FULL HEIGHT

PROVIDE SLIP

JOINT REFER TO

TYPICAL

DEFLECTION

TRACK DETAILS

D6A: TILE ON 5/8" GLASS MAT WATER

RESISTANT GYP. BACKER BD. ON

MTL. STUDS AT 16" O.C. - USE WATER

RESISTANT GYP. BD. ABOVE TILE

NOTE @ D6A:

RE: 400 SERIES DRAWINGS -

INTERIOR ELEVATIONS FOR

TILE WAINSCOT

SOUND ATTENUATION

FULL HEIGHT

WALL BASE

(SEE FINISH SCHEDULE)

FLOORING AS

SCHED.

CEILING AS SCHEDULED

3 5/8" OR 4" MTL. STUDS DIAGONAL

BRACING @ 48" O.C. MAX.,

ALTERNATE BRACES. MIN.

ONE SET OF BRACES PER

EACH PARTITION.

CONTRACTOR OPTION TO

EXTEND STUDS TO STRUCTURE

AND ELIMINATE BRACING

M

IN

N T

S

AC SEALANT @ EACH LAYER

OF GYP. BD. EXCEPT WHERE

ACOUSTICAL BATTS NOT REQUIRED.

TYPE D1

PLAN VIEW

5/8" TYPE "X" GYP. BD.

EACH SIDE ON METAL

STUDS @ 16" O.C. MAX.

METAL STUDS @ 16" O.C.

SECTION VIEW

5/8" GYP. BD. EACH

SIDE ON METAL STUDS

@ 16" O.C. MAX.

SOUND

ATTENUATION

FULL HEIGHT

3 5/8" OR 4" MTL. STUDS DIAGONAL

BRACING @ 48" O.C. MAX.,

ALTERNATE BRACES. MIN.

ONE SET OF BRACES PER

EACH PARTITION.

CONTRACTOR OPTION TO

EXTEND STUDS TO STRUCTURE

AND ELIMINATE BRACING

M

IN

N T

S

BASE AS SCHEDULED

NOTE: PROVIDE FIRE TREATED

PLYWD. BACKING FOR SURFACE

MOUNTED EQUIPMENT

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FACE - U.N.O.

3" TO STUD

OMIT GYP. BD. @

CHASE; WHERE

APPLICABLE

TYPE D7

EXIST. STRUCTURE

1/2" FIRE TREATED

PLYWOOD ON MTL.

STUDS @ 16" O.C.;

TERMINATE @ 8'-0"A.F.F.

EXIST. CONSTRUCTION

EXIST.

CONSTRUCTION

5/8" GYP. BD. ON MTL.

STUDS @ 16" O.C.

EXTEND SPRAY FOAM ENTIRE

HEIGHT OF WALL; REFER TO

WALL SECTIONS FOR DETAILS

PLAN VIEW

SECTION VIEW

6 1/2"

CONT. SPRAY FOAM

INSULATION; MINIMUM R-38

D5A: PROVIDE 1/2" FIRE

TREATED PLYWOOD IN

LIEU OF GYP. BD.

TYPE D8 TYPE E1 TYPE E2 TYPE E3

5/8" TYPE X

GYP. BD.

METAL FURRING RC-1

CHANNEL 25 GA

SPACED 24" O.C.

5" BATT INSULATION

WALL BASE

(SEE FINISH SCHEDULE)

FLOORING AS

SCHED.

AC SEALANT @ EACH

LAYER OF GYP. BD. EXCEPT

WHERE ACOUSTICAL BATTS

NOT REQUIRED.

BOTTOM OF

STRUCTURE OR

ROOF DECK

CEILING AS

SCHEDULED

AC SEALANT @ EACH

LAYER OF GYP. BD.

5/8" TYPE X

GYP. BD.

MINERAL WOOL

FULL HEIGHT

METAL FURRING RC-1

CHANNEL 25 GA.

SPACED 24" O.C.

6" STEEL STUDS

@ 24" O.C.

FLOORING AS

SCHED.

BOTTOM OF

STRUCTURE OR

ROOF DECK

BASE AS SCHED.

AC SEALANT @ EACH

LAYER OF GYP. BD.

CEILING AS

SCHEDULED

AC SEALANT @ EACH

LAYER OF GYP. BD.

5/8" TYPE X GYP. BD.

3 1/2" BATT INSULATION

EXIST. WD. STUDS

5/8" TYPE X GYP. BD. 3 1/2" BATT

INSULATION

FLOORING AS

SCHED.

BOTTOM OF

STRUCTURE OR

ROOF DECK

BASE AS SCHED.

AC SEALANT @ EACH

LAYER OF GYP. BD.

CEILING AS

SCHEDULED

AC SEALANT @ EACH

LAYER OF GYP. BD.

(2) LAYERS 5/8" TYPE X

GYPSUM BOARD

3 1/2" BATT INSULATION

5/8" TYPE X GYP. BD. OVER RC-1

METAL FURRING CHANNEL 25

GA. SPACED 24" O.C.

EXIST. WOOD STUDS

METAL FURRING RC-1

CHANNEL 25 GA

SPACED 24" O.C.

3 1/2" BATT

INSULATION

5/8" TYPE X

GYPSUM BOARD

FLOORING AS

SCHED.

BOTTOM OF

STRUCTURE OR

ROOF DECK

BASE AS SCHED.

AC SEALANT @ EACH

LAYER OF GYP. BD. EXCEPT

WHERE ACOUSTICAL BATTS

NOT REQUIRED.

CEILING AS

SCHEDULED

AC SEALANT @ EACH

LAYER OF GYP. BD.

(2) LAYERS TYPE X

5/8" GYPSUM BOARD

EA. SIDE

3 1/2" BATT INSULATION

METAL FURRING RC-1

CHANNEL 25 GA.

SPACED 24" O.C.

EXIST. DOUBLE WD. STUDS

(2) LAYERS 5/8"

TYPE X GYPSUM

BOARD EA. SIDE

METAL FURRING RC-1

CHANNEL 25 GA SPACED

24" O.C. EA. SIDE

3 1/2" BATT INSULATION

U

.N .O

(2) LAYERS 5/8" TYPE X

GYPSUM BOARD

EXST. WD. STUDS

EXIST. DOUBLE WD. STUD

EXST. WD. STUDS

6" STEEL STUDS

@ 24" O.C.

US Army Corps of Engineers ®

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A-621

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FINAL SUBMITTAL

AUGUST 12, 2019

MARK RATING STUD SIZE DESCRIPTION STC

D2 - 3 5/8" RAL-TL11-078 44

MARK RATING STUD SIZE DESCRIPTION STC

D6 - 2 1/2" AS NOTED -

D6A - 2 1/2" AS NOTED -

D6B - 6" AS NOTED -

MARK RATING STUD SIZE DESCRIPTION STC

D5 - 2 1/2" AS SHOWN -

D5A - 2 1/2" AS NOTED -

D5B - 7/8" PROVIDE 7/8" HAT CHANNELS IN

LIEU OF STUDS

MARK RATING STUD SIZE DESCRIPTION STC

T1 - 3 5/8" AS SHOWN -

T1A - 6" AS SHOWN -

T2 - 3 5/8" TILE WAINSCOT BOTH SIDES -

T2A - 6" TILE WAINSCOT BOTH SIDES -

MARK RATING STUD SIZE DESCRIPTION STC

D1 NONE 3 5/8" AS SHOWN -

D1A - 2 1/2" AS SHOWN -

MARK RATING STUD SIZE DESCRIPTION STC

D7 - 6" AS NOTED -

MARK RATING STUD SIZE DESCRIPTION STC

D8 - 6" RAL-TL84-141 56

MARK RATING STUD SIZE DESCRIPTION STC

E1 - EXIST. NGC 2012065 46

MARK RATING STUD SIZE DESCRIPTION STC

E2 - EXIST. NGC 3056 58

MARK RATING STUD SIZE DESCRIPTION STC

E3 - EXIST. NGC 2011070 58

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MINERAL WOOL

1/4" ELASTROMERIC FIRESTOP

OR ACOUSTICAL

SEALANT ON BOTH SIDES OF

WALL

DEFLECTION TRACK

METAL STUD

CONCRETE FLOOR OVER

METAL DECK OR ROOF

INSULATION

GYPSUM BOARD

ELASTROMERIC FIRESTOP

OR ACOUSTICAL

SEALANT ON BOTH SIDES OF

WALL

METAL STUD TRACK

METAL STUD

GYPSUM BOARD

DEFLECTION CLIP

ELASTROMERIC FIRESTOP

OR ACOUSTICAL

SEALANT ON BOTH SIDES

OF

WALL

DEEP LEG TRACK

METAL STUD

GYPSUM BOARD

DEFLECTION TRACK

DEFLECTION CLIP

METAL STUD

ELASTROMERIC FIRESTOP

OR ACOUSTICAL

SEALANT ON BOTH SIDES

OF

WALL WHERE APPLICABLE

GYPSUM BOARD

DEFLECTION TRACK

METAL STUD

OPTION 1 OPTION 2 OPTION 3

NOTE:

ALL OPTIONS REPRESENTED ARE APPROVED DEFLECTION

TRACK CONNECTIONS. THE OPTIONS ALSO GIVE EXAMPLES

OF DIFFERENT FIRE RATED WALL ASSEMBLIES. THESE

ASSEMBLIES ARE NOT ALL INCLUSIVE, AND ARE MEANT TO

BE EXAMPLES.

ATTACH OVERLAPPING GYP

BOARD TO DEFLECTION

TRACK

US Army Corps of Engineers ®

SHEET ID

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FINAL SUBMITTAL

3" = 1'-0"A-622

A1 TYPICAL DEFLECTION TRACK DETAIL AUGUST 12, 2019

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