A503 - EXTERIOR WALL SECTION DETAILS.pdf

FIRST FLOOR

0" (317.80')

C.5

EXTERIOR DOOR

-REFER TO DOOR SCHEDULE

PT WOOD BLOCKING

DOOR SILL SET IN SEALANT BED

CONCRETE CURB

- REFER TO STRUCT. DWGS

METAL TRIM - PAINT TO

MATCH DOOR FRAME

FINISH FLOOR

- REFER TO FINISH PLANS

AIR AND WATER BARRIER

STEEL BEAM

- REFER TO STRUCT. DWGS

1'

CANT STRIP

MEMBRANE FLASHING

- WRAP UP AND OVER CURB

METAL FLASHING

R4 5/8" GYPSUM BOARD

2 HR FIRE SPRAY AT BEAMS,

UL DESIGN # D743

1 HR FIRE SPRAY AT ROOF AND

SUPPORTING SECONDARY

MEMBERS,

UL DESIGN # D743

RESWELLABLE WATERSTOP,

TYPICAL AT ALL CONCRETE COLD JOINTS

END DAM FLASHING, TYPICAL FOR ALL

EXTERIOR DOORS, STOREFRONTS

AND CURTAIN WALLS

SECOND FLOOR

14' - 0"

R6

METAL CLOSURE ANGLE

3" 2HR FIRE RATED PRE-COMPRESSED

FOAM JOINT, BASIS OF DESIGN:

EMSEAL DFR2

FACE OF WALL PANEL BEYOND

PT WOOD BLOCKING

METAL FLASHING WITH DRIP EDGE

SEALANT

MEMBRANE FLASHING

- WRAP UP OVER CURB

CANT STRIP

WRAP AIR AND WATER BARRIER

UP OVER PT BLOCKING

PT WOOD BLOCKING

EXPANSION JOINT BELLOWS FLASHING

8" M

IN

PT WOOD BLOCKING

5/8" GYPSUM

BOARD

EXTERIOR DOOR

-REFER TO DOOR SCHEDULE

DOOR SILL SET IN SEALANT BED

SHIM AS REQUIRED

9"

PT WOOD BLOCKING

METAL FLASHING

RIGID INSULATION

SEALANT AS REQUIRED BY EXPANSION

JOINT BELLOWS FLASHING MFR

1 HR FIRE SPRAY AT ROOF,

UL DESIGN # P732

2 HR FIRE SPRAY AT BEAMS,

UL DESIGN #P732

END DAM FLASHING,

TYPICAL FOR ALL EXTERIOR

DOORS, STOREFRONTS AND

CURTAIN WALLS

ROOF EXPANSION JOINT.

BASIS OF DESIGN: EMSEAL ROOFJOINT

6" CMU CURB WITH SOLID TOP BLOCK

SAWCUT AT ANGLE PARALLEL TO BALCONY

SLAB, REFER TO STRUCT DWG

THIRD FLOOR

24' - 6"

G.6G.5a

W1

STRUCTURAL DECK

-REFER TO STRUCTURAL PLANS

1'

2'

METAL FLASHING

FLASHING STRIP

VAPOR BARRIER

MEMBRANE FLASHING,

LAP OVER FLASHING

FIRST FLOOR

0" (317.80')

F.5 F.6

R4

8" 2'

CANT STRIP

MEMBRANE FLASHING

METAL FLASHING

BASE TRIM

-MATCH ADJACENT PANEL

MATERIAL AND FINISH

PROTECTION BOARD

1 HR FIRE SPRAY AT ROOF

AND SUPPORTING

SECONDARY MEMBERS,

UL DESIGN # D743

2 HR FIRE SPRAY AT BEAMS,

UL DESIGN # D743

G.6

SLIP JOINT - SEALANT

WITH BACKER ROD

CFMF BRACING

-REFER TO STRUCT. DWGS

TRIM - MATCH ADJACENT PANEL

MATERIAL AND FINISH

TRIM - MATCH ADJACENT PANEL

MATERIAL AND FINISH

SLIP JOINT FILLER

BREAK IN SUBGIRT SYSTEM

NOTE: CONTRACTOR TO

COORDINATE WITH METAL

PANEL MRF FOR SLIP JOINT

DETAIL

BACKER ROD WITH

CONVEX LOOP MEMBRANE

FLASHING AT EXPANSION JOINT,

BOTH SIDES OF CFMF

LAP AIR BARRIER OVER CONVEX

LOOP MEMBRANE FLASHING

FIRST FLOOR

0" (317.80')

32S

HSS MEMBER

-REFER TO STRUCTURAL DWGS

STEEL BAR GRATING

EXISTING LIMESTONE PANEL

STEEL PLATE

-REFER TO STRUCTURAL DWGS

STEEL COVER PLATE

- WELD TO HSS MEMBER

PERIMETER FILLET SEALANT

PERIMETER BED SEALANT

EXISTING LIMESTONE PANEL

3/8" PERIMETER FILLET SEALANT

PERIMETER BED SEALANT

G.6

W1

FINISH FLOOR

- REFER TO FINISH PLANS

COMPOSITE SLAB

- REFER TO FINISH PLANS

2 HR FIRE SPRAY AT DECK,

UL DESIGN # D7432 HR FIRE SPRAY AT BEAM,

UL DESIGN # D743

STEEL BEAM

- REFER TO STRUCTURAL DWGS

STEEL COLUMN BEYOND

CFMF

GYPSUM SHEATHING

CFMF

STEEL BEAM BEYOND

- REFER TO STRUCTURAL DWGS

CLOSED CELL INSULATION

AIR AND WATER BARRIER

METAL PANEL SYSTEM

METAL FLASHING

SELF-ADHERED MEMBRANE

FLASHING STRIP

2HR SLAB EDGE FIRE

STOPPING - REFER TO

SPECIFICATIONS

2HR RATED BOARD

BASIS OF DESIGN: GCP N-300 SERIES

BASEMENT

-14' - 0"

G.6

GRADE BEAM

- REFER TO STRUCTURAL DWGS

GRAVEL BASE

CONCRETE SLAB

- REFER TO STRUCTURAL DWGS

EXISTING WALL TO REMAIN

METAL PANEL SYSTEM

GYPSUM SHEATHING

CFMF

2'

/2

STEEL COLUMN BEYOND

SEALANT AND BACKER ROD

BASE TRIM - MATCH ADJACENT

PANEL MATERIAL AND FINISH

GRANITE PANEL

METAL PANEL SYSTEM

SEALANT AND BACKER ROD

BASE TRIM - MATCH ADJACENT PANEL

MATERIAL AND FINISH

METAL FLASHING, EXTEND 1/2"

BEYOND CLADDING

GRANITE PANEL

NOTE: REFER TO TYPICAL

STONE ATTACHMENT DETAILS

FOR ADDITIONAL INFORMATION

FIELD DRILL WEEP AT BOTTOM

METAL FLASHING

AIR & WATER BARRIER

SEALANT BED

METAL FLASHING

SELF-ADHERED MEMBRANE FLASHING STRIP

SELF-ADHERED MEMBRANE FLASHING STRIP

SEALANT BED

METAL FLASHING

SELF-ADHERED MEMBRANE

FLASHING STRIP

METAL FLASHING, EXTEND

1/2" BEYOND CLADDING

FIELD DRILL WEEP AT BOTTOM

METAL FLASHING

SELF-ADHERED MEMBRANE

FLASHING STRIP

1/8" / FT

THIRD FLOOR

24' - 6"

17.6

METAL FLASHING -

EXTEND TO COVER OVER

TERMINATION BAR

TPO AND FLASHING

MEMBRANE- WRAP OVER EDGE

RETAINING ANGLE

EXPANSION JOINT SEALANT

2' - 0"

EDGE RETAINER

R3

SEPARATION FABRIC AND DRAINAGE

COMPOSITE OVER WATERPROOFING

AND FLASHING MEMBRANE

STONE BALLAST

8" M

IN

CLOSED CELL INSULATION

1'

1"

5"

R6

CFMF

-REFER TO STRUCT DWGS

CANT STRIP

MEMBRANE FLASHING

-WRAP UP AND OVER PARAPET

VAPOR BARRIER

-WRAP UP TO CANT

1/2" GYPSUM SHEATHING

PARAPET BEYOND

METAL COPING

-MATCH ADJACENT COPING TRIM

PT WOOD BLOCKING

SEALANT

ROOF EXPANSION JOINT.

BASIS OF DESIGN: EMSEAL ROOFJOINT

MEMBRANE FLASHING AT CURB

WRAP AIR AND WATER BARRIER UP AND

OVER MEMBRANE FLASHING AND CURB

PT WOOD BLOCKING

SEALANT AS REQUIRED BY EXPANSION

JOINT BELLOWS FLASHING MFR

2HR FIRE RATED PRE-COMPRESSED

FOAM JOINT, BASIS OF DESIGN

EMSEAL DFR2

TERMINATION BAR

MEMBRANE FLASHING

-WRAP UP AND OVER PARAPET

SEPARATION SHEET BETWEEN MEMBRANE

AND AIR & WATER BARRIER AS REQUIRED

PER MFR

AIR & WATER BARRIER

SECOND FLOOR

14' - 0"

1N

W2

COUNTER FLASHING WITH

REGLET AND SEALANT

METAL DECKING

-REFER TO STRUCTURAL DWGS

METAL FLASHING

8" M

IN

LOW PROFILE STANDING

SEAM METAL ROOFING

HSS BEAM

-REFER TO STRUCTURAL DWGS

BENT PLATE

-REFER TO STRUCTURAL DWGS

BUTTON SEAL OVER

FASTENER HEADS

LAP SEAM METAL ROOFING

METAL DECKING

-REFER TO STRUCTURAL DWGS

METAL TRIM

BENT PLATE

-REFER TO STRUCTURAL DWGS

HSS BEAM

-REFER TO STRUCTURAL DWGS

EIGHTH FLOOR

79' - 9 1/2"

NINTH FLOOR

93' - 1"

CLOSED CELL INSULATION

REMOVE, CUT AND REINSTALL

EXISTING LIMESTONE PANEL

AS REQUIRED TO INSTALL

FLAGPOLE SUPPORTS

HSS MEMBERS

-REFER TO STRUCTURAL DWGS

EXISTING CONCRETE BEAM

AND SLAB TO REMAIN

ANCHOR

-REFER TO STRUCTURAL DWGS

COVER PLATE AT FACADE

OPENING, PER FLAGPOLE

MANUFACTURER

FLAGPOLE ASSEMBLY PER

FLAGPOLE MANUFACTURER

REMOVE, CUT AND REINSTALL

EXISTING LIMESTONE PANEL

AS REQUIRED TO INSTALL

FLAGPOLE SUPPORTS

HSS MEMBERS

-REFER TO STRUCTURAL DWGS

ANCHOR

-REFER TO STRUCTURAL DWGS

SEALANT AND BACKER ROD

METAL FLASHING

BED SEALANT AROUND

PERIMETER

3/8"

FILLET SEALANT AROUND

PERIMETER

FASTENER WITH

GASKET SEAL

G.6

STEEL COLUMN BEYOND

CFMF

GYPSUM SHEATHING

CFMF

CFMF

GYPSUM SHEATHING

RIGID INSULATION

METAL PANEL SYSTEM

AIR AND WATER BARRIER

METAL PANEL SYSTEM

METAL PANEL SYSTEM

GYPSUM SHEATHING

CFMF

SOFFIT BACK TRIM

-MATCH ADJACENT PANEL

MATERIAL AND FINISH

CLOSED CELL INSULATION

BACKUP Z CLIP

AIR & WATER BARRIER

SUBGIRT SYSTEM

SUBGIRT SYSTEM

JH.1

METAL PANEL SYSTEM

SOFFIT BACK TRIM

-MATCH ADJACENT PANEL

MATERIAL AND FINISH

METAL PANEL SYSTEM

GYPSUM SHEATHING

CFMF

CFMF

GYPSUM SHEATHING

AIR & WATER BARRIER

RIGID INSULATION

STEEL COLUMN BEYOND

-REFER TO STRUCTURAL DWGS

EXISTING LIMESTONE TO REMAIN

EXISTING CMU TO REMAIN

BACKUP Z CLIP

SUBGIRT SYSTEM

SUBGIRT SYSTEM

DATE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

CLIENT:

418 BEAVER STREET

SEWICKLEY, PA 15143

PH: 412.287.7333

www.aeworks.com

PROFESSIONAL:

COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.

SUBMISSION:

CONSTRUCTION BID

DOCUMENTS

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A503

AEW

Checker

AFRH-033

EXTERIOR WALL

SECTION DETAILS

AFRH SHERIDAN

RENOVATION

140 ROCK CREEK

CHURCH ROAD,

NORTHWEST,

WASHINGTON, DC

ARMED FORCES

RETIREMENT HOME -

WASHINGTON D.C.

11/13/24

1" = 1'-0"

SECTION DETAIL AT ROOF AND DOOR SILL

1" = 1'-0"

SECTION DETAIL AT EXPANSION JOINT

1" = 1'-0"

SECTION DETAIL AT METAL DECK ROOF

1" = 1'-0"

SECTION DETAIL AT MOD BIT ROOF AND METAL PANEL

1" = 1'-0"

SECTION DETAIL AT SLIP JOINT

1" = 1'-0"

SECTION AT TRASH PLATFORM CONNECTION

1" = 1'-0"

SECTION DETAIL AT LOADING DOCK COLUMN

1" = 1'-0"

SECTION DETAIL AT LOADING DOCK

1" = 1'-0"

SECTION DETAIL AT ROOF DECK TRANSITION

1" = 1'-0"

SECTION DETAIL AT TRASH PLATFORM ROOF

1" = 1'-0"

FLAGPOLE ATTACHMENT DETAIL

1" = 1'-0"

SECTION DETAIL AT LOADING DOCK COLUMN

1" = 1'-0"

SECTION DETAIL AT LOADING DOCK PILASTER

NO DATE REVISION

1 02/12/2025 BID ADDENDUM1

AC

JW