S06 - AE501 - BUILDING DETAILS.pdf

5/8" TYPE 'X' GYP BD

6" STEEL STUD TRACK

6" STEEL STUD @ 16" O.C.

ROCKWOOL BATT INSULATION

6" STEEL STUD TRACK

2 X 8 TREATED WOOD

BLOCKING

FRICTION FIT ROCKWOOL

BATT INSULATION

1/2" EXTERIOR GLASS

MAT SHEATHING

1/2" TREATED WOOD SHIMS.

INFILL OPENINGS W/ LOW

EXPANSION, CLOSED-CELL

SPRAY FOAM INSULATION.

ALIGN STRUCTURE SO

FINISH FACE OF GYP BD

ALIGNS W/ FINISH FACE OF

SURROUNDING GYP BD.

MINI BLINDS OR BLACK

OUT SHADE, REFER TO

SPECIFICATIONS AND

FLOOR PLAN

EXISTING WINDOW

SOLID SURFACE SILL

SEVENTH FLOOR PLAN

100' - 0"

WOOD SHIMS ARE REQUIRED

AT JAMBS AND SILLS.

NOTE: COORDINATE MINIMUM REQUIRED

WALL THICKNESS WITH FIRE EXTINGUISHER

CABINET MANUFACTURER PRIOR TO

PURCHASE. SIZE AND TYPE OF

EXTINGUISHER MUST MEET ALL LOCAL AND

STATE CODE REQUIREMENTS.

RECESSED FIRE EXTINGUISHER

CABINET. REFER TO FLOOR OR

CODE PLANS FOR LOCATIONS.

ANCHOR CABINET TO DOUBLE

STUDS AT JAMBS.

METAL STUD RUNNER

BETWEEN VERTICAL STUDS

REFER TO FLOOR PLAN FOR WALL

TYPE.

M A

X

'-0

F R

O M

F

IN

IS

H

F

LO

O R

T

O H

A N

D

LE

O F

E X

T

IN

G U

IS

H

E R

NOTE: COORDINATE CABINET RATING WITH

WALL RATING

INTERIOR

1/

2"

SILL

FASTENER

STEEL ANGLE

EXISTING

MASONRY WALL

EXTERIOR

LOUVER. REFER TO LOUVER

SCHEDULE AND

SPECIFICATION 08 90 00

BIRD SCREEN.

STEEL ANGLE

FASTENER, TYP.

EXISTING

MASONRY WALL

BREAK METAL

FLASHING BELOW SILL

ANCHOR FASTENER IN EXISTING

EXTERIOR CONCRETE WALL

PROVIDE NEOPRENE GASKET

BETWEEN LOUVER AND STEEL

ANGLE

PROVIDE SEALANT AT

EXTERIOR LOUVER FLANGE

NOTE:

MATCH LOUVERS INSTALLED

IN MECHANICAL ROOM ON 8A.

INSTALLATION METHOD

SHOULD MATCH CURRENTLY

INSTALLED LOUVERS.

C

11 3/8" 1' - 4 3/4"

/2

1'

/4

F3A.Gi

S3A.Gi F3A.Gi

F0D.G

F0D.G

S6A.Gi

E

11 1/2" 11 1/2"

/2

1'

/8

S6A.Gi

S3A.Gi

F0D.G

F0D.G

F0D.G

3-5/8" MTL. STUD

TURNED SO WALLS

ARE ALIGNED

H

11 1/2" 2' - 7 5/8"

1'

1/ 2"

/2

F0D.G

F0D.G

F3A.Gi

F3A.Gi

F3A.Gi

F3A.Gi

H

11 1/2" 11 1/2"

/2

/2

S3A.1F

F0D.G

F0D.G

F0D.G

F0D.G

E

3' - 4 3/8" 1' - 11 1/2"

1'

/8

1'

/4

F3A.Gi

F3A.Gi

S3A.Gi

S3A.GiL

3-5/8" MTL. STUD

TURNED SO WALLS

ARE ALIGNED

E

10 1/2" 3' - 4 1/2"

1'

/8

/2

F3A.Gi

F6A.Gi

3-5/8" MTL. STUD

TURNED SO WALLS

ARE ALIGNED

F0D.G

F0D.G

S3A.Gi

H

5/8" GYPSUM BOARD

ON 3-5/8" MTL. STUD

/2

/2

11 1/2" 4' - 9 1/2"

F3A.Gi

F3A.Gi

S3A.1FF0D.G

F0D.G

F0D.G

5/8" TYPE 'X' GYPSUM BOARD

TO EXTEND PAST TO MAINTAIN

FIRE RATING

C

/2

/2

11 3/8" 2' - 11 7/8"

F0D.G

F0D.G

F0D.G F3A.Gi

F3A.Gi

F3A.Gi

E

1'

/8

/2

11 1/2" 2' - 7 5/8"

F0D.G

F0D.G F3A.Gi

F3A.Gi

F3A.Gi

3-5/8" MTL. STUD

TURNED SO WALLS

ARE ALIGNED

5/8" GYP. BOARD ON

7/8" FURRING CHANNEL

5/8" GYP. BOARD ON

3-5/8" MTL. STUD

EQ EQ

F0D.G

F3A.Gi F3A.Gi

C

/2

7' - 1 1/2" 1' - 0 5/8"

F3A.Gi F3A.Gi

F0D.G

F3A.Gi

S3A.Gi

F3A.Gi

C

2' - 11 3/4" 11 5/8"

/2

F3A.Gi

F0D.G

F0D.G

F3A.Gi

S6A.Gi

C

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

1'

/4

/2

11 1/2" 2' - 10"

F0D.G

F0D.G

6"

2"

E Q

E Q

4"

ALL SIDES

6"

EXISTING CONCRETE SLAB.

ROUGHEN SURFACE OF

SLAB IN PREPARATION FOR

CONCRETE PAD

EPOXY DOWEL INTO

CONCRETE SLAB

#4 @12" O.C. ALONG

PERIMETER OF PAD

CHAMFER ALL

OUTSIDE CORNERS

1" CLEAR ALL

AROUND

1' - 0"

W.W.F. 6X6 -W4XW4

1. PAD DIMENSIONS AND ANCHOR BOLT SIZES TO

SUIT EQUIPMENT.

W10X22 W/ 3/8" ANCHOR RODS @ 30".

4" MINIMUM EMBEDMENT OF ANCHOR RODS.

1'

16 17

K

REPLACE WINDOW

WITH LOUVER,

REFER TO DETAIL

4/AE501

F3A.Gi

F3A.Gi

F3A.Gi

K F3A.GiF3A.Gi

F3A.Gi F3A.Gi

CLEAR OF HVAC PIPING

2' - 0"

5/8" GYP. BOARD ON

7/8" FURRING CHANNEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

NOT F

OR

CONSTRUCTIO

N

C U s e rs

\d v a lla n d in g h a m \D o c u m e n ts

\1

.1

.1

R e n o v a te

A N d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/1 /2

:1

:1

P M

AE501

BUILDING DETAILS

GUIDON DESIGN INC.

1221 N. Pennsylvania St.

Suite 200

Indianapolis, Indiana 46202

317.800.6388

RING & DUCHATEAU, LLP.

17400 W. Capital Drive

Brookfield, WI 53045

414.778.1700

RENOVATE 7AN FOR

ENDOSCOPY LAB

5000 W National Ave, Milwaukee, WI

53295

695-19-107

08/21/2020 JDJ

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

ADDENDUM 01 2020/11/13

SCALE: 1 1/2" = 1'-0"AE501

1 TYP. EXTERIOR WALL WINDOW SILL

SCALE: 1 1/2" = 1'-0"AE501

3 RECESSED FEC

SCALE: 1 1/2" = 1'-0"AE501

4 TYP. EXTERIOR WALL LOUVER

SCALE: 1" = 1'-0"AE501

7 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

8 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

9 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

10 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

13 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

11 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

15 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

16 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

17 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

5 TYPICAL COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

14 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

6 COLUMN WRAP DETAIL

SCALE: 1" = 1'-0"AE501

12 COLUMN WRAP DETAIL

SCALE: 1 1/2" = 1'-0"AE501

18 CONCRETE PAD DETAIL

SCALE: 1" = 1'-0"AE501

19 LOUVER FURRING DETAIL

SCALE: 1" = 1'-0"AE501

20 COLUMN WRAP DETAIL

ACCOMPANYING 36C25221B0002 0002

VHAMIWBeierJ Text Box Amendment 0002

VHAMIWBeierJ Text Box 11/17/2020