A-312_AM 6.pdf

B7

COLLAB

14 A

62' - 3"

TOSL-ROOF 8 ( 221' - 6" )

64' - 8 1/4"

TOS-ROOF 5 ( 223' - 11 1/4" )

3'

1/

2"

1'

/2

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3/

4"

3 5/8" METAL STUDS;

20GA @ 16" OC MAX.

STEEL BEAM; SEE

STRUCT DWGS,

PROVIDE REQD

FIREPROOFING (TYP).

PROVIDE OPENING IN

EXST CONC SLAB FOR

DUCT PENETRATION.

DUCT; REFER TO

MECHANICAL DWGS.

EXST CONC FLOOR

SLAB.

2-PIECE PRE-FINISHED

METAL COUNTER

FLASHING.

2X6 WD BLOCKING @ INS

MET PANEL START &

LADDER BRACKETS (TYP).

LAP MEMBRANE AIR

BARRIER OVER

FLASHING; SEAL (TYP).

1/2" EXTERIOR GYPSUM

SHEATHING.

2-1/2" (R-20) INSULATED

METAL PANELS.

GALV STEEL LADDER

RUNG (TYP).

3 1/2" UNFACED

MINERAL WOOL SOUND

BATT INS.

GALV STL BAR GRATING

PLATFORM.

1/4" MIN X 2" GALV STEEL

PLATE.

CANT STRIP.

CONT 2X WOOD

BLOCKING.

1 1/2" RIGID INSULATION

(R-9).

PRE-FINISHED METAL

COPING.

STRIPPING.

BACKER ROD & SEALANT.

ELASTOMERIC

MEMBRANE FLASHING

SHEETING; SET IN

ADHESIVE.

FLUID APPLIED

MEMBRANE BARRIER;

FLASH & LAP OVER

VAPOR RETARDER &

SEAL (TYP).

VAPOR RETARDER;

CONTINUE UP PTN 2"

MIN (TYP UNO).

2"

STEEL BENT PLATE, SEE

STRUCT DWGS.

VAPOR RETARDER.

FLUID APPLIED

MEMBRANE BARRIER;

FLASH & LAP OVER

VAPOR RETARDER &

SEAL (TYP).

7 1/2" CLEAR 7 1/2" CLEAR

2" T

YP

66' - 7 3/4"

TOP OF BLOCKING ( 225' - 10 3/4" )

2"

HOLD STEEL PLATE BACK 1" FROM

FACE OF PANELS; PROVIDE SPRAY

FOAM INSUL @ TOP OF IMP (TYP).

CORRIDOR

TOS-ROOF 5 ( 223' - 11 1/4" )

64' - 8 1/4"

TOSL-ROOF 7 ( 221' - 1" )

61' - 10"

2'

/4

2'

1/

4"

1/ 2"

/8

1'

0" 1'

0"

1'

0" 1'

0"

3'

1/

8"

2" RIGID INSULATION

(R-12 MIN).

5/8" COVER BOARD.

FLUID APPLIED

MEMBRANE AIR

BARRIER.

GALV STEEL BRACKET;

ANCHOR INTO WALL

(TYP).

GALV STEEL LADDER

RUNG (TYP).

STEEL PLATE; SEE

STRUCT DWGS.

CONT 2X WOOD

BLOCKING.

ELASTOMERIC

MEMBRANE FLASHING

SHEETING; SET IN

ADHESIVE.

20 C

EXST BRICK VENEER.

CANT STRIP.

5/8" COVER BOARD.

1 1/2" RIGID INSULATION

(R-9).

1/2" EXTERIOR GYPSUM

SHEATHING.

1/2" EXTERIOR GYPSUM

SHEATHING.

GALV STL BAR GRATING

PLATFORM.

1/4" MIN X 2" GALV

STEEL PLATE.

STEEL BENT PLATE, SEE

STRUCT DWGS.

CANT STRIP.

STRIPPING.

ELASTOMERIC

MEMBRANE FLASHING

SHEETING; SET IN

ADHESIVE.

2-PIECE METAL

COUNTER FLASHING;

REGLET INTO BRICK.

BACKER ROD &

SEALANT.

7 1/2" CLEAR

7"

ELASTOMERIC

MEMBRANE FLASHING

SHEETING; SET IN

ADHESIVE.

PRE-FINISHED METAL

COPING.

6" COLD FORMED STUD

FRAMING; REFER TO

STRUCT DWGS.

1/

2" 1'

0"

2" 1'

0"

2"

/8

STEEL BEAM; SEE

STRUCT DWGS,

PROVIDE REQD

FIREPROOFING (TYP).

VAPOR RETARDER;

CONTINUE UP PTN 2"

MIN (TYP UNO).

FLUID APPLIED

MEMBRANE BARRIER;

FLASH & LAP OVER

VAPOR RETARDER &

SEAL (TYP).

VAPOR RETARDER;

CONTINUE UP PTN 2"

MIN (TYP UNO).

FLUID APPLIED

MEMBRANE BARRIER;

FLASH & LAP OVER

VAPOR RETARDER &

SEAL (TYP).

5" ± RIGID INS (AVG

R-30); (2) LAYERS MIN,

STAGGER JOINTS.

CONT 2X WOOD

BLOCKING.

CONT 2X WOOD

BLOCKING.

CONT 2X WOOD BLOCKING.2"

T

YP

HOLD STEEL PLATE BACK 1"

FROM FACE OF PANELS;

PROVIDE SPRAY FOAM INSUL

@ TOP OF IMP (TYP).

BD

TOSL-ROOF 7 ( 221' - 1" )

61' - 10"

2'

2'

1/

2"

/2

16 A

EXST BRICK VENEER.

EXST CONCRETE BEAM.

EXST LIMESTONE

LINTEL.

WINDOW; REFER TO

BLDG ELEVATIONS &

WDW SCHEDULE.

EXTEND SPRAY FOAM

INS HORIZ TO BACK

FACE OF STUDS.

EXST CONCRETE ROOF

DECK.

WD BLOCKING &

PLYWOOD; REFER TO

WDW HEAD DETAILS.

5" ± RIGID INS (AVG

R-30); (2) LAYERS MIN,

STAGGER JOINTS.

CANT STRIP.

5/8" COVER BOARD.

MODIFIED BITUMEN

ROOF SYSTEM.

1 1/2" RIGID INSULATION

(R-9).

CRENEL (BEYOND);

FLASH. REFER TO TYP

CRENEL DETAIL.

A-124

F5

2-PIECE METAL

COUNTER FLASHING.

SIM

VAPOR RETARDER;

CONTINUE UP WALL.

1 1/2" 1 1/2"

BACK HEM & PROVIDE

BACKER ROD &

SEALANT (TYP).

PROVIDE HI-TEMP

SELF-ADHERING

MEMBRANE FLASHING

UNDER METAL

FLASHING.

LAP COPING

FLASHING OVER

FLANGE OF CRENEL

FLASHING.

REINSTALL SALVAGED

COPING; SEE DETAILS.

FORM COPING FLASHING

AROUND ANCHORS;

PROVIDE THIMBLE OVER

DOWEL (SAME MATERIAL

AS COPING FLASHING) &

SOLDER TO COPING

FLASHING (TYP).

LEAD COATED

COPPER FLASHING.

5/16" DIA SST PIN

ANCHOR; EPOXY

ANCHOR INTO MASONRY

WALL BELOW 3" MIN

EMBEDMENT IN WALL &

COPING (TYP @ ALL

COPING ENDS).

3"

PROVIDE 5/8" DIA HOLE

IN COPING TO RECEIVE

PIN ANCHOR; DRY PACK

BEFORE SETTING (TYP @

ALL COPING ENDS).

US Army Corps of Engineers ®

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Autodesk Docs://West Point Bldg 606/219208-WP606-A20.rvt

10/13/2025 2:32:28 PM

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ADDENDUM #6

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SCALE: 1 1/2" = 1'-0"A1

SECTION DETAIL - ROOF #8 TO ROOF #5

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

SECTION DETAIL - ROOF #7 TO ROOF #5

SCALE: 1 1/2" = 1'-0"A5

SECTION DETAIL - ROOF #7 PARAPET

SCALE: 1 1/2" = 1'-0"E5

AXONOMETRIC - TYP CRENEL & COPING STONE END DET

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