S552 - STRUCTURAL TRASH CHUTE GENERATOR ENCLSOURE BALCONY ENCLOSURE DETAILS.pdf

16'-11"±

3'-10"3'-3"

SLAB OPENING

6"

1N 2N

32S 31S

OPP HAND OPP HAND

S552

TRASH CHUTE SLAB OPENING SECTION

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

(E) TOPPING

SLAB

9'-8"±

AN BN

AS BS

OPP HAND OPP HAND

2"

6"

1" C

LR

(E) SLAB(E) COLUMN,

BEYOND

W12 BEAM, PER PLAN

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

SLAB

OPENING

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(E) TOPPING

SLAB

(E) SLAB(E) WALL

S552

TRASH CHUTE SLAB OPENING SECTION

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

6"

NON-SHRINK GROUT

BETWEEN BEAM AND (E) SLAB

W12 BEAM, PER PLAN

NON-SHRINK GROUT

BETWEEN BEAM AND

(E) SLAB

S552

1" C

LR

SLAB ON GROUND, PER

PLAN AND SCHEDULE

8"

NOTE 2

#4 DOWELS @

12" O.C., NOTE 3

18"

NOTES:

1. COORDINATE HOUSEKEEPING PAD SIZE AND LOCATION WITH MEP DRAWINGS AND

ACTUAL UNIT SELECTED.

2. PROVIDE A MINIMUM 6" CLEAR DISTANCE BETWEEN EQUIPMENT AND EDGE OF PAD.

3. EMBED DOWEL 3" INTO (E) SLAB WITH ANCHOR ADHESIVE PER STRUCTURAL NOTES.

HOUSEKEEPING PAD

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

CENTERED @ MID-HEIGHT IN PAD

EQUIPMENT, PER MEP DWGS

ROUGHEN SLAB SURFACE TO

1/4" AMPLITUDE

1" CHAMFER AT CORNER, TYP

8"

S552

TYPICAL HOUSEKEEPING PAD

ON SLAB ON GROUND DETAIL

NOT TO SCALE

S552

GENERATOR ENCLOSURE WALL SECTION

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

#6 @ 12" O.C. T&B

4'-0"

1' -6

DOWELS TO

MATCH VERTICAL

REINFORCING

#5 @ 24" O.C.

CENTERED IN 8"

WALL, GROUT

SOLID CELLS

CONTAINING

REINFORCING

12" CMU WALL

8" CMU WALL

BRICK FACADE,

PER ARCH

(5) #4 CONT T&B

ALTERNATE

DOWEL HOOK

DIRECTION

SLAB ON GROUND

PER PLAN AND

SCHEDULE, SEE

DETAIL 8/S552

FOR TURN-DOWN

INFORMATION

1'-6" 1'-6"

3' -4

4"

CONT BOND

BEAM W/ (2) #4

AT TOP OF WALL

'-0

1'-2"8"6"

1' -4

M

IN

2' -6

M

IN

SLAB ON GROUND PER

PLAN AND SCHEDULE

#4 DOWEL

@ 12" O.C.

24" 12"

MASONRY WALL BEYOND

(1) #4 CONT

SEE DETAIL

7/S552 FOR

FOOTING

INFORMATION

S552

GENERATOR ENCLOSURE

SLAB TURN DOWN AT DOORWAY DETAIL

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

MASONRY WALL

BEYOND

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GENERATOR ENCLOSURE

DOORWAY HEADER DETAIL

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

1/2"Ø ADHESIVE ANCHOR

@ 24" O.C., 4.5" EMBED

L6x3 1/2x5/16 x 8'-0" LONG (LLV)

1/

2"

LINTEL BOND BEAM W/

(2) #4 OVER DOORWAY,

8" MIN BEARING AT

EACH END OF OPENING

BRICK FACADE,

PER ARCH

CMU WALL AND T.O.

WALL BOND BEAM PER

SECTION 6/S552

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TRASH CHUTE

CONNECTION DETAIL

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

W12, PER PLAN

(4) 3/4"Ø BOLTS

CL

CL

3/

4"

3/ 4"

2 3/4" 2 3/4"

BN

BS

(E) CONC COLUMN

(E) SPIRAL COLUMN

REINFORCING

(E) VERT COLUMN

REINFORCING

W12 BEAM,

PER PLAN

PL 3/8"x4"x0'-6" W/

1" LONG HORIZ

SLOTTED HOLES

PL 3/8"x10"x1'-2"

(2) 3/4"Ø BOLTS

1/4

(4) 1/2"Ø ADHESIVE

ANCHORS, 3"

EMBEDMENT

2"

MIN

1/

2" M

IN

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TRASH CHUTE

CONNECTION DETAIL

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

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TRASH CHUTE

CONNECTION DETAIL

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

1 1/2" MIN

TYP

2"

MIN

CL

2"

MIN

1 1/2" MIN

TYP

2"

MIN

(E) SLAB AND

TOPPING SLAB

(E) CONC WALL

BEYOND

(E) WALL

REINFORCING

W12 BEAM,

PER PLAN

PL 3/8"x4"x0'-6" W/

1" LONG HORIZ

SLOTTED HOLES

PL 3/8"x10"x1'-2"

(2) 3/4"Ø BOLTS

1/4

6" M

IN

1/ 2"

(4) 1/2"Ø

ADHESIVE

ANCHORS, 3"

EMBEDMENT

CL CL

2"

MIN

2"

MIN

FACE OF (E) CONC

BEAM, BEYOND

W BEAM, PER PLAN

B.O. (E) CONC

SLAB, BEYOND

(4) 3/4"Ø ADHESIVE

ANCHOR, 3.5" EMBED

CL

600CT-43 SHAFTWALL

STUD @ 16" O.C., SEE

DETAIL 7/S544 FOR

ATTACHMENT TO

CONT PLATE

7"1/4" STIFF PLATE

@ 24" O.C.

MC, PER PLAN

CONT 6"x1/4" PLATE

(E) CONC BEAM

1/4

3 SIDES

OF PLATE

1/4 1@12

1/4

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600CT-43

SHAFTWALL

STUD @ 16" O.C.

MC, PER PLAN

W BEAM, PER PLAN

(E) CONC BEAM

PL 3/8"x4"x0'-6"

1/4

3" TY

P

3/4"Ø BOLTS,

TYP

PL 3/8"x5"x0'-6" W/

2" LONG HORIZ

SLOTTED HOLES,

LOCATE BOLT IN

CENTER OF SLOT

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BALCONY ENCLOSURE

ROOF CONNECTION DETAIL

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

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BALCONY ENCLOSURE

ROOF CONNECTION DETAIL

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

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BALCONY ENCLOSURE

ROOF CONNECTION DETAIL

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

PL1/2"x10"x1'-0"

1/4

(E) BEAM

REINFORCING

4" M

IN

1/2" THICK PLATE

3/8" THICK

PLATE

1 1/2" MIN

TYP

EXPANSION JOINT,

PER ARCH

1"

CLR

2 1/4"

4' -0

2'-0"Ø

MIN

CL CONCRETE PARGE

8''Ø STANDARD PIPE

FILLED WITH CONCRETE

EXTERIOR PAVEMENT

1/2" THICK, 12"Ø

ROUND PLATE

1/4

UNREINFORCED CONC

FOUNDATION

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TYPICAL BOLLARD DETAIL

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

4' -0

3" 3'

-9

DATE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

CLIENT:

AFRH-033

NO DATE REVISION

AFRH SHERIDAN

RENOVATION

ARMED FORCES

RETIREMENT HOME -

WASHINGTON D.C.

418 BEAVER STREET

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11-13-24

PROFESSIONAL:

COPYRIGHT 2020 BY AE WORKS LTD ALL RIGHTS RESERVED.

SUBMISSION:

CONSTRUCTION BID

DOCUMENTS

AE WORKS ®

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WASHINGTON, DC

S552

STRUCTURAL TRASH

CHUTE, GENERATOR

ENCLOSURE, BALCONY

ENCLOSURE DETAILS

CONTRACTOR MUST LOCATE REINFORCING IN EXISTING

CONCRETE CONSTRUCTION PRIOR TO DRILLING OF HOLES,

AND SHALL TAKE CARE NOT TO DAMAGE BARS. SEE NOTES IN

"ANCHORS" SECTION ON SHEET S001 FOR MORE INFORMATION.

1 02/12/2025 BID ADDENDUM