50-A701.pdf

50-A703

EIFS-2 PARAPET

WALL ASSEMBLY

HORIZONTAL JOINT

MB-1 ROOF ASSEMBLY

50-A701

6" METAL STUD KICKER

PRE-FINISHED METAL COPING

2"

3/4" MIN.

SLOPE BOTTOM OF

REVEAL FOR DRAINAGE

1"

10' - 0"

3' - 1" 4' - 0" 3' - 2"

7'

- 0

4"

2'

- 2

1'

- 0

1/

2" 6"

3 3/4"

7 1/2"

3/4" STEEL PICKET

HSS 1 1/2X1 1/2, HORIZONTAL

RAIL; PAINTED

HSS 4X4X1/4, PAINTED

WITH POST CAPS

HSS 4X1 1/2" HORIZONTAL

RAIL; PAINTED

1/2" GRID FLAT CRIMP WIRE GRILLE

WELDED HINGES

3/16" STEEL PLATE AT EACH SIDE OF GATE FOR

EXIT AND SECURITY DEVICES; WELD TO GATE

PICKETS AND GATE FRAME.

NEW BUILDING

EXISTING BUILDING

ELECTRIC STRIKE SIDEREFER TO CIVIL DRAWINGS FOR

UNDERGROUND INFORMATION.

1'-6" 3'-6"

1'-

1/

1'-

/1 6"

STRUCTURAL STEEL

COLUMN. REFER TO

STRUCTURAL DRAWINGS.

NOTE: DIMENSIONS ARE TO FACE OF SHEATHING.

50-A701

5' - 0"

2'

- 6

WELD STEEL PLATE TO

COLUMN FLANGES ENTIRE

HEIGHT OF COLUMN

2"

STONE VENEER CAP

50-A701

50-A701

STRUCTURAL STEEL

COLUMN. REFER TO

GENERAL CONTRACTOR

FOR SIZE.

50-A701

50-A701

6" METAL STUDS AT 16" ON CENTER

3/4" EXTERIOR GRADE SHEATHING -

MAINTAIN 1" MINIMUM ABOVE

CONCRETE

WATER RESISTANT BARRIER

(2 LAYERS)

WIRE LATH

SCRATCH COAT

MORTAR SETTING BED

MORTAR JOINT

WEEP SCREED

STONE VENEER

CONCRETE CURB. REFER TO

STRUCTURAL DRAWINGS.

6" METAL STUDS AT 16" ON CENTER

3/4" EXTERIOR GRADE SHEATHING -

MAINTAIN 1" MINIMUM ABOVE

CONCRETE

WATER RESISTANT BARRIER

(2 LAYERS)

WIRE LATH

SCRATCH COAT

MORTAR SETTING BED

MORTAR JOINT

STONE VENEER

STONE VENEER CAP

SEALANT ALL AROUND

STRUCTURAL STEEL COLUMN

LINE OF COLUMN ENCLOSURE BELOW

STRUCTURAL STEEL COLUMN. REFER

TO STRUCTURAL DRAWINGS FOR

SIZE.

WELD STEEL PLATE TO COLUMN

FLANGES AT EACH SIDE ENTIRE

HEIGHT OF COLUMN.

3'

- 2

5' - 8"

STONE VENEER CAP

8.3

5/8" GYPSUM BOARD

6" METAL STUDS AT

16" ON CENTER

HSS TUBE STEEL. REFER

TO STRUCTURAL

DRAWINGS.

3 1/2" BATT

INSULATION (R13)

1 1/4" PLYWOOD

WEATHER RESISTIVE BARRIER

EXTERIOR

1 1/2” EXPANDED POLYSTYRENE

INSULATION BOARD (R5). ATTACH

PER MANUFACTURERS

RECCOMENDATION TO MAINTAIN

DRAINABLE SYSTEM

PERFORMANCE.

BASE PRIMER AND

FINISH COAT.

COLOR TO MATCH

VAMC STANDARD.

FLASHING TAPE

DRAINAGE STRIP

1/2" COVER BOARD

6" METAL STUDS AT 16" ON CENTER

1 1/4" PLYWOOD

WEATHER RESISTIVE BARRIER

EXTERIOR

1 1/2” EXPANDED POLYSTYRENE

INSULATION BOARD (R5). ATTACH

PER MANUFACTURERS

RECCOMENDATION TO MAINTAIN

DRAINABLE SYSTEM

PERFORMANCE.

BASE PRIMER AND

FINISH COAT.

COLOR TO MATCH

VAMC STANDARD.

3/4" PLYWOOD

3 5/8" METAL STUDS AT

16" ON CENTER

WEATHER RESISTIVE BARRIER

EXTERIOR

1” EXPANDED POLYSTYRENE

INSULATION BOARD (R5). ATTACH

PER MANUFACTURERS

RECCOMENDATION TO MAINTAIN

DRAINABLE SYSTEM

PERFORMANCE.

BASE PRIMER AND

FINISH COAT.

COLOR TO MATCH

VAMC STANDARD.

1/2" COVER BOARD

EIFS ASSEMBLY

SEALANT WITH CLOSED

CELL BACKER ROD

EIFS ASSEMBLY

WEATHER RESISTIVE

BARRIER

WEATHER RESISTIVE

BARRIER

CLOSED CELL BACKER ROD3/

4"

PLYWOOD SHEATHING

PLYWOOD SHEATHING

FLASHING TAPE

DRAINAGE STRIP

BASE PRIMER AND FINISH

COAT. WRAP AT JOINT.

EIFS-1 EXTERIOR WALL ASSEMBLY

EXTERIOR WALL, TYPICAL

CONCRETE SLAB. REFER TO

STRUCTURAL DRAWINGS

1/2" TO 3/4" CAULKING WITH

NEOPRENE BACKER ROD

CONCRETE WALK.

REFER TO CIVIL 2"

50-A703

MB-1 ROOF ASSEMBLY

PRE-FINISHED METAL

GRAVEL STOP

2X6 OR 4X6 WOOD

NAILERS AS REQUIRED

4" 2"

FL

AS

HI

NG

M

IN

8" T

O T

O P

O F

BA

SE

EIFS TYPE 1 WALL ASSEMBLY

2 PIECE COUNTERFLASHING

ASSEMBLY

CANT STRIP

MB-1 ROOF ASSEMBLY

3/4" PLYWOOD

3 5/8" METAL STUDS

AT 16" ON CENTER

WEATHER RESISTIVE BARRIER

1” EXPANDED POLYSTYRENE

INSULATION BOARD (R5). ATTACH

PER MANUFACTURERS

RECCOMENDATION TO MAINTAIN

DRAINABLE SYSTEM

PERFORMANCE.

BASE PRIMER AND

FINISH COAT

1/2" COVER BOARD

3/4"

FLASHING TAPE

DRAINAGE STRIP

DRIP REVEAL BASE PRIMER AND

FINISH COAT

24" ILLUMINATED OUTDOOR METAL

CHANNEL LETTER SIGN WITH

CONTINUOUS ENCLOSURE

(RACEWAY). REFER TO ELECTRICAL

DRAWINGS FOR MORE INFORMATION

EIFS-3 PARAPET WALL ASSEMBLY

50-A701

Sim

50-A701 o n e e ig h th in c h o n e fo o t th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

BID SET

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

04/30/2024ARCHITECTURAL - EXTERIOR

DETAILS

EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 CZ DTB

50-A701

678-331

19-103

8-

E X

P A

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D R

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O V

A T

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M E

R G

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C Y

D E

P A

R T

M E

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B

A

D D

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D U

M 11 1/2" = 1'-0"

EIFS-2 PARAPET WALL ASSEMBLY

3" = 1'-0"

EIFS REVEAL

1/2" = 1'-0"

SECURITY FENCE/GATE

1" = 1'-0"

CANOPY COLUMN ENCLOSURE

1" = 1'-0"

WALL SECTION AT CANOPY COLUMN ENCLOSURE

3" = 1'-0"

DETAIL

3" = 1'-0"

DETAIL

1" = 1'-0"

STONE VENEER CAP

3" = 1'-0"

EIFS-1 WALL ASSEMBLY

3" = 1'-0"

EIFS-2 WALL ASSEMBLY

3" = 1'-0"

EIFS-3 WALL ASSEMBLY

6" = 1'-0"

EIFS HORIZONTAL JOINT

3" = 1'-0"

EIFS AT GRADE

3" = 1'-0"

DETAIL - ROOF EDGE

3" = 1'-0"

DETAIL

3" = 1'-0"

DETAIL

1 1/2" = 1'-0"

EIFS-3 CANOPY WALL ASSEMBLY

0 6" 9"3"

0 6" 9"3"

0 6" 9"3"

0 6" 9"3"

0 6" 9"3"

0 6" 9"3"

0 6" 9"3" 0 6" 9"3"

0 6" 9"3"

0 6" 9"3"

0 1' 2' 4'

0 1/2' 1' 2'

0 1/2' 1' 2'

0 1/2' 1' 2'

0 1" 2" 3" 4"

0 1' 1 1/2'1/2'

0 1' 1 1/2'1/2'

Revisions: Date:

BID SET 05/01/2023

ADDENDUM 1 04/30/2024