P09 589-701 Drawings Pg 31-40.pdf

ROOF PLAN GENERAL NOTES

A

B

C

D

E

F

G

ROOF PLAN NOTES #

ROOFING SUPPLIERS, MANUFACTURERS, & INSTALLERS SHALL REVIEW ALL

ROOFING DETAILS & ADVISE THE ARCHITECT ON ANY RECOMMENDED

CHANGES.

UNLESS NOTIFIED OTHERWISE, ROOFING SUPPLIERS, MANUFACTURERS

AND INSTALLERS WILL BE ASSUMED TO HAVE REVIEWED AND APPROVED

THE DETAILS SHOWN.

PROVIDE FLASHING AND SEALANT PER ROOFING MANUFACTURER

RECOMMENDATION AT ALL CONDUIT & HVAC LINES PENETRATING THE

ROOF.

CONTRACTOR & ALL SUBTRADES SHALL BE AWARE & EXERCISE THE

NECESSARY CARE TO PREVENT DAMAGE TO OR PUNCTURE OF THE ROOF.

THIS SHALL INCLUDE ALL MATERIALS, TOOLS, DELETERIOUS MATERIALS.

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR ITEMS. COORDINATE AS REQUIRED INCLUDING

NECESSARY FRAMING, BLOCKING, ETC.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY

REMOVE EXISTING ROOFING MATERIAL AND SAW CUT ROOF DECK AS

REQUIRED FOR INSTALLATION OF NEW EXHAUST FANS.

TAPERED ROOF INSULATION - 1/4" PER FT.

ROOF SCUPPER AND DOWNSPOUT. REFER TO DETAL 4/AE201.

FULLY ADHERED WHITE TPO ROOFING MEMBRANE AND ASSEMBLY, SLOPE

@ 1/4" PER FT.

30' X 30" WALK PADS.

EXISTING MECHANICAL EQUIPMENT TO BE REINSTALLED ON NEW ROOF.

SEE MECHANICAL DRAWINGS.

PROVIDE PIPE PORTAL, SEE MECHANICAL DRAWINGS.

CLEARANCE AREA FOR RTU OUTSIDE AIR INTAKE.

2ND FLOOR

ADDITION

SHADE INDICATES

EXISTING AREA BEYOND

PRIMARY SCOPE OF

WORK, TYPICAL

1ST FLOOR

2ND FLOOR

3RD FLOOR

3RD FLOOR

ADDITION

AREA OF RENOVATION

BUILDING 1C

BUILDING 1

AREA OF RENOVATION

AE201

AE201

AE311

AE301

REMOVABLE

ROOF PANEL

AE301

AE301

AE321

AE105

AE105

7HIGH

LOW

AE105

AE105

HIGH

LOW

1/4":12"

1/4":12"

1/4":12"

8 AE105

AE105

TYP.

TYP.

1C-RTU

1C-CU1

1C-CU2

EXISTING 4TH FLOOR

TO REMAIN

EXISTING 4TH FLOOR

TO REMAIN

8" M

IN

GASKET

SHEET METAL COVER

SURFACED CAP SHEET

INTERPLY

3/4" PROTECTION BOARD

6" MIN TAPERED RIGID INSULATION

WOOD BLOCKING

CANT STRIP

ROOFING MEMBRANE

METAL DECK

RE: STRUCTURAL

3/4" COVER BOARD

6" MIN TAPERED RIGID

INSULATION

WOOD BLOCKING

METAL DECK,

RE: STRUCTURAL

INTERPLY

ROOFING MEMBRANE

CAPPED, GASKETED

FASTENERS

SLOPE PIPE AWAY FROM

HOOD,

RE: MECHANICAL

SHEET METAL ENCLOSURE

2"

EXISTING

CONSTRUCTION

NEW COPING

EXISTING STONE BANDING BELOW TO REMAIN.

WHERE BANDING INTERFERES WITH NEW

CONSTRUCTION, REMOVE A PORTION TO

ACCOMMODATE

NEW STONE

BANDING BELOW

ROOF SURFACE

2" BELLOWS EJ COVER. TO EXTEND UP

ADJACENT EXISTING CONSTRUCTION AND

UNDER NEW PARAPET COPING

2" BELLOWS EJ COVER. TO EXTEND UP

ADJACENT EXISTING CONSTRUCTION AND

UNDER NEW PARAPET COPING

EXISTING

CONSTRUCTION

EXISTING STONE BANDING BELOW TO REMAIN.

WHERE BANDING INTERFERES WITH NEW

CONSTRUCTION, REMOVE A PORTION TO

ACCOMMODATE

NEW STONE BANDING BELOW

ROOF SURFACE

2"

2" BELLOWS EJ COVER. TO EXTEND UP

ADJACENT EXISTING CONSTRUCTION AND

UNDER NEW PARAPET COPING

1/4"

FIRE SAFING

INSULATION

FACE BRICK VENEER TO MATCH EXISTING SIZE AND

COURSING

(1) LAYER 5/8"

EXTERIOR

SHEATHING AND

(2) LAYERS 5/8"

TYPE 'X' GWB

(INTERIOR SIDE)

ON 6" MTL STUDS

@ 16"O.C.

FLUID APPLIED AIR BARRIER

FOIL FACED BATT INSULATION R-13 MIN.

MASONRY TIES

RIGID CONT. INSULATION R-13 MIN.

5 3 /4"

1'

- 4

1/ 4"

1'

- 1

0"

ROOF MEMBRANE

NEW STONE

COPING

NEW STONE

BANDING BELOW

EXISTING GUTTER

TO REMAIN

ROOF SURFACE

NEW METAL

COPING

STEP DOWN BELOW

GUTTER TO MEET

NEW WALL. SEE

4/AE301.

ROOF SURFACE

NEW STONE

BANDING BELOW

2" BELLOWS EJ

COVER. TO EXTEND

UP ADJACENT

EXISTING

CONSTRUCTION AND

UNDER NEW

PARAPET COPING

2"

FIRE SAFING

INSULATION

2' - 0"

1' - 4 1/4" 7 3/4"FACE BRICK VENEER TO

MATCH EXISTING SIZE

AND COURSING

(1) LAYER 5/8" EXTERIOR

SHEATHING AND (2) LAYERS 5/8"

TYPE 'X' GWB (INTERIOR SIDE) ON

6" MTL STUDS @ 16"O.C.

FLUID APPLIED AIR

BARRIER FOIL FACED BATT INSULATION

R-13 MIN.

MASONRY TIES

RIGID CONT. INSULATION

R-13 MIN.

ROOF MEMBRANE

BEYOND PROJECT BOUNDARY, NIC

ARCHITECTURAL ROOF PLAN LEGEND

ROOF EXHAUST FAN C.U. = CONDENSING UNIT

ROOF WALKING PAD

R.T.U. = ROOF TOP UNIT

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE105

4TH FLOOR AND ROOF PLAN

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1" = 100'-0"

KEYPLAN ISOMETRIC

SCALE: 1/8" = 1'-0"AE105

1 4TH FLOOR AND ROOF PLAN

SCALE: 1 1/2" = 1'-0"AE105

4 TYPICAL ROOF CURB DETAIL

SCALE: 1 1/2" = 1'-0"AE105

5 TYPICAL THROUGH ROOF PIPING DETAIL

SCALE: 1 1/2" = 1'-0"AE105

6 ROOF CONNECTION TO ELEVATOR DETAIL - HIGH

SCALE: 1 1/2" = 1'-0"AE105

7 ROOF CONNECTION TO ELEVATOR DETAIL - LOW

SCALE: 1 1/2" = 1'-0"AE105

8 ROOF CONNECTION @ SLOPE DETAIL - HIGH

SCALE: 1 1/2" = 1'-0"AE105

9 ROOF CONNECTION @ SLOPE DETAIL - LOW

NOT TO SCALEAE105

3 PERSPECTIVE @ ROOF - EAST

NOT TO SCALEAE105

2 PERSPECTIVE @ ROOF - SOUTH

AE301

AE311

AE321

AE321

SIM.

AE321

AE321

Revisions: Date:

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN SPECIFIC NOTES

MODIFY EXISTING CEILING GRID AND TILE INTO NEW AREA FOR A SEAMLESS

TRANSITION.

ADJUST LOCATION OF CURVED CEILING BULKHEAD AS REQUIRED TO MAINTAIN

INDICATED RELATIONSHIP TO COLUMN CENTERLINES AS INDICATED.

COORDINATE WITH COR AND ARCHITECT.

APPROXIMATE LOCATION OF CENTER OF RADIUS OF INDICATED ELEMENTS.

ALIGN EDGES OF BULKHEADS AS INDICATED.

REFER TO DETAIL 2/AE111 FOR BULKHEAD CONDITION.

NO CEILING IN THIS AREA.

SEE MEP DRAWINGS FOR ABOVE CEILING WORK. CONTRACTOR IS REQUIRED

TO REMOVE PORTIONS OF CEILINGS AS REQUIRED TO ACCOMMODATE

DEMOLITION AND NEW WORK, AND PROVIDE NEW CEILINGS AND FINISH TO

MATCH EXISTING EXACTLY UPON COMPLETION OF ABOVE CEILING WORK.

MATCH TYPICAL PATIENT ROOM CEILING 9/AE501.

PROVIDE BULKHEAD ABOVE CABINETS.

PROVIDE ACCESS PANEL, COORDINATE EXACT LOCATION WITH ENGINEERING

DRAWINGS AND VA.

A

B

C

D

E

F

G

H

THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT

OF ALL CEILING ELEMENTS, HEIGHTS AND/OR PENETRATIONS. COORDINATION

OF THE ARCHITECTURAL AND ENGINEERING ELEMANTS ARE THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS TO VERIFY FIELD

CONDITIONS AND REPORTS ANY DISCREPANCIES TO ARCHITECT AND COR.

SHOWN SIZES OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ARE

FOR REFERENCE ONLY. REFER TO ENGINEERING PLANS FOR ADDITIONAL

INFORMATION. COORDINATE SCOPE OF WORK WITH ENGINEERING DRAWINGS,

UNLESS OTHERWISE NOTED.

ACOUSTIC PANEL CEILING SHALL BE CENTERED IN THE ROOM AND INSTALLED

TO ELIMINATE NARROW CUT STRIPS OF PANELS ALONG THE EDGES OF WALLS

AND BULKHEADS, UNLESS OTHERWISE NOTED. COORDINATE WITH THE

LIGHTING LAYOUT. THE LIGHTING SHALL BE CENTERED IN ROOMS.

CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING DEVICES, ETC.)

SHALL BE CENTERED IN THE CEILING PANELS UNLESS NOTED OTHERWISE.

ABOVE CEILING WORK REQUIRED BEYOND THE SCOPE OF THE WORK SHALL BE

COORDINATED WITH PATIENT SAFETY, INFECTION CONTROL, AND COR.

CEILING TILE REMOVED IN ORDER TO COMPETE ABOVE CEILING WORK SHALL

BE STORED IN A SAFE DRY LOCATION. DAMAGED OR BROKEN CEILING TILES

SHALL BE REPLACED. DRYWALL CEILINGS SHALL BE PATCHED, PREPPED AND

NEW FINISH APPLIED TO MATCH EXISTING.

REFER TO FINISHES SHEETS AND SPECIFICATIONS FOR INFORMATION ON

GYPSUM BOARD PAINT FINISH.

WHERE NEW CEILINGS ARE INSTALLED AND SPRINKLERS ARE EXISTING TO

REMAIN, SPRINKLERS SHALL BE ADJUSTED TO NEW CEILING HEIGHTS, WHEN

APPLICABLE.

A

TYPE GRAPHIC DESCRIPTION

B 2x2 ACOUSTICAL CEILING TILE (AP2)

GYPSUM BOARD CEILING. CEILING PAINT.

REFLECTED CEILING PLAN LEGEND

C 2x4 ACOUSTICAL WASHABLE GASKETED

CEILING TILE (AP1)

PT-9A

1' - 6"

1'

- 6

1'

- 6

CHASE

PT-9A

2ND FLOOR

ADDITION

SHADE INDICATES

EXISTING AREA BEYOND

PRIMARY SCOPE OF

WORK, TYPICAL

1ST FLOOR

2ND FLOOR

3RD FLOOR

3RD FLOOR

ADDITION

AREA OF RENOVATION

BUILDING 1C

BUILDING 1

AREA OF RENOVATION

2'

- 0

1"

5/8" GYPSUM

BOARD

3 5/8" METAL

STUD @ 16" O.C.

CEILING (AP-1) - SEE

REFLECTED CEILING

PLANS

EXISTING WINDOW

EXISTING STRUCTURE

1' - 5"

8"

6" M

IN

VA

RI

ES

2 1/2" METAL STUD BRACING ON BOTH

SIDES AT 48" O.C. - MIN. 3 LOCATIONS.

ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM BOARD

4 7/8"

3-5/8" METAL STUD FRAMING AT 16"

O.C. ANCHOR TO STRUCTURE ABOVE

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

REFER TO REFLECTED CEILING PLAN

VARIES

2 1/2" METAL STUD BRACING AT 32"

O.C. ANCHOR TO STRUCTURE ABOVE

5/8" TYPE "X" GYPSUM

BOARD

3-5/8" METAL STUD FRAMING AT 16"

O.C. ANCHOR TO STRUCTURE ABOVE

TYPICAL WALL CONSTRUCTION,

RE: FLOOR PLAN AND WALL

TYPES FOR ADDITIONAL

INFORMATION

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

A

CT

O

NL

Y

6" M

IN

VA

RI

ES

2 1/2" METAL STUD BRACING AT 32"

O.C. ANCHOR TO STRUCTURE

ABOVE

5/8" TYPE "X" GYPSUM

BOARD

3-5/8" METAL STUD FRAMING AT 16"

O.C. ANCHOR TO STRUCTURE

ABOVE

VA

RI

ES

6"

M

IN

REFER TO REFLECTED CEILING PLAN

VARIES

BOTTOM OF BULKHEAD

VARIES

BOTTOM OF CEILING

VARIES

5/8" TYPE "X" GYPSUM BOARD

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE111

2ND FLOOR CEILING PLAN

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1/8" = 1'-0"AE111

1 2ND FLOOR CEILING PLAN

SCALE: 1" = 100'-0"

KEYPLAN ISOMETRIC

SCALE: 1 1/2" = 1'-0"AE111

2 TYPICAL IN-ROOM BULKHEAD AT WINDOW

SCALE: 1 1/2" = 1'-0"AE111

3 TYPICAL BULKHEAD DETAIL - SINGLE STUD

SCALE: 1 1/2" = 1'-0"AE111

4 TYPICAL BULKHEAD DETAIL

SCALE: 1 1/2" = 1'-0"AE111

5 TYPICAL BULKHEAD DETAIL

J

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN SPECIFIC NOTES

MODIFY EXISTING CEILING GRID AND TILE INTO NEW AREA FOR A SEAMLESS

TRANSITION.

ADJUST LOCATION OF CURVED CEILING BULKHEAD AS REQUIRED TO MAINTAIN

INDICATED RELATIONSHIP TO COLUMN CENTERLINES AS INDICATED.

COORDINATE WITH COR AND ARCHITECT.

APPROXIMATE LOCATION OF CENTER OF RADIUS OF INDICATED ELEMENTS.

ALIGN EDGES OF BULKHEADS AS INDICATED.

REFER TO DETAIL 2/AE111 FOR BULKHEAD CONDITION.

NO CEILING IN THIS AREA.

SEE MEP DRAWINGS FOR ABOVE CEILING WORK. CONTRACTOR IS REQUIRED

TO REMOVE PORTIONS OF CEILINGS AS REQUIRED TO ACCOMMODATE

DEMOLITION AND NEW WORK, AND PROVIDE NEW CEILINGS AND FINISH TO

MATCH EXISTING EXACTLY UPON COMPLETION OF ABOVE CEILING WORK.

MATCH TYPICAL PATIENT ROOM CEILING 9/AE501.

PROVIDE BULKHEAD ABOVE CABINETS.

PROVIDE ACCESS PANEL, COORDINATE EXACT LOCATION WITH ENGINEERING

DRAWINGS AND VA.

A

B

C

D

E

F

G

H

THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT

OF ALL CEILING ELEMENTS, HEIGHTS AND/OR PENETRATIONS. COORDINATION

OF THE ARCHITECTURAL AND ENGINEERING ELEMANTS ARE THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS TO VERIFY FIELD

CONDITIONS AND REPORTS ANY DISCREPANCIES TO ARCHITECT AND COR.

SHOWN SIZES OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ARE

FOR REFERENCE ONLY. REFER TO ENGINEERING PLANS FOR ADDITIONAL

INFORMATION. COORDINATE SCOPE OF WORK WITH ENGINEERING DRAWINGS,

UNLESS OTHERWISE NOTED.

ACOUSTIC PANEL CEILING SHALL BE CENTERED IN THE ROOM AND INSTALLED

TO ELIMINATE NARROW CUT STRIPS OF PANELS ALONG THE EDGES OF WALLS

AND BULKHEADS, UNLESS OTHERWISE NOTED. COORDINATE WITH THE

LIGHTING LAYOUT. THE LIGHTING SHALL BE CENTERED IN ROOMS.

CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING DEVICES, ETC.)

SHALL BE CENTERED IN THE CEILING PANELS UNLESS NOTED OTHERWISE.

ABOVE CEILING WORK REQUIRED BEYOND THE SCOPE OF THE WORK SHALL BE

COORDINATED WITH PATIENT SAFETY, INFECTION CONTROL, AND COR.

CEILING TILE REMOVED IN ORDER TO COMPETE ABOVE CEILING WORK SHALL

BE STORED IN A SAFE DRY LOCATION. DAMAGED OR BROKEN CEILING TILES

SHALL BE REPLACED. DRYWALL CEILINGS SHALL BE PATCHED, PREPPED AND

NEW FINISH APPLIED TO MATCH EXISTING.

REFER TO FINISHES SHEETS AND SPECIFICATIONS FOR INFORMATION ON

GYPSUM BOARD PAINT FINISH.

WHERE NEW CEILINGS ARE INSTALLED AND SPRINKLERS ARE EXISTING TO

REMAIN, SPRINKLERS SHALL BE ADJUSTED TO NEW CEILING HEIGHTS, WHEN

APPLICABLE.

A

TYPE GRAPHIC DESCRIPTION

B 2x2 ACOUSTICAL CEILING TILE (AP2)

GYPSUM BOARD CEILING. CEILING PAINT.

REFLECTED CEILING PLAN LEGEND

C 2x4 ACOUSTICAL WASHABLE GASKETED

CEILING TILE (AP1)

2ND FLOOR

ADDITION

SHADE INDICATES

EXISTING AREA BEYOND

PRIMARY SCOPE OF

WORK, TYPICAL

1ST FLOOR

2ND FLOOR

3RD FLOOR

3RD FLOOR

ADDITION

AREA OF RENOVATION

BUILDING 1C

BUILDING 1

AREA OF RENOVATION

AE112

AE112

TYP.

5 5

PT-9A

PT-9A

PT-7 PT-7

PT-1

PT-1

PT-1

PT-4

PT-4

PT-4

PT-9A

PT-9A

PT-7

PT-7

PT-7

PT-7

PT-7

PT-9A PT-9A

PT-1

PT-1

PT-1

PT-1

PT-4

PT-9A

PT-4

PT-9A

PT-9A

PT-9A

PT-9A

PT-1

PT-3

PT-3

PT-4

PT-4

PT-7

PT-7

PT-7

PT-7

PT-7

PT-1

PT-9A

PT-7

PT-4

AE111

TYP.

AE112

AE112

AE501

CHASE

7' - 2"

PT-1

PT-1

PT-1

AE804

3'

- 0

PT-3

PT-4

3' - 0"

1/

4" 4'

- 2 1/

2"

10' - 8" 3' - 1 3/4"

EQ

EQ

3' - 0

5'

- 8

3/ 4"

1'

- 0

4' - 2" 2' - 1" 2' - 2"

5'

- 5

3/ 4"

9' - 3 3/4"

EQ

EQ 3' - 0"

PT-4

PT-3

10 3/4"

1" 1'

- 6

1' - 5"

5/8" GYPSUM

BOARD

3 5/8" METAL

STUDS @ 16" O.C.

CEILING (AP-1) -

SEE

REFLECTED

CEILING PLANS

EXISTING WINDOW

EXISTING

STRUCTURE

8"

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE112

3RD FLOOR CEILING PLAN

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1" = 100'-0"

KEYPLAN ISOMETRIC

SCALE: 1/8" = 1'-0"AE112

1 3RD FLOOR CEILING PLAN

SCALE: 1/4" = 1'-0"AE112

2 ENLARGED CEILING PLAN - ABOVE NURSE STATION 1

SCALE: 1/4" = 1'-0"AE112

3 ENLARGED CEILING PLAN - ABOVE NURSE STATION 2

SCALE: 1 1/2" = 1'-0"AE112

4 CEILING BULKHEAD AT CORRIDOR

EXTERIOR ELEVATION LEGEND

DESCRIPTIONCODE

FACE BRICK TO MATCH EXISTING, SEE SPECIFICATIONS.

PROVIDE MR-1.

BR-1

QUIONS TO MATCH EXISTINGQU-1

CAST STONE BANDING TO MATCH EXISTINGCS-1

EXISTING ARCHITECTURAL METAL PANEL, USED TO

PATCH/REPAIR AS REQUIRED, OR FOR BID DEDUCT SEE GI102.

MP-1

CONTROL JOINT LOCATION, VERIFY IN FIELD EXACT LOCATIONCJ

2" BELLOWS TYPE EXPANSION JOINT LOCATIONEJ

AE301

EX

IS

TI

NG

AD

DI

TI

ON

EXISTING ADDITION

BR-1

BR-1

QU-1, TYP.

CS-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

± 4' - 6"± 18' - 8"± 18' - 8"± 4' - 6"

CJ CJ CJEJ

TOOTH IN NEW

BRICK WHERE

WINDOWS WERE

REMOVED

AE301

AE301

EX

IS

TI

NG

AD

DI

TI

ON

BR-1

BR-1

QU-1, TYP.

CS-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

STRUCTURAL

BRACE

LOCATIONS,

REFER TO

DETAIL

5/AE322

± 16' - 0" ± 4' - 8" ± 20' - 0"

CJ CJCJ

EJ

AD301

2ND FLOOR

ADDITION

SHADE INDICATES

EXISTING AREA BEYOND

PRIMARY SCOPE OF

WORK, TYPICAL

1ST FLOOR

2ND FLOOR

3RD FLOOR

3RD FLOOR

ADDITION

AREA OF RENOVATION

BUILDING 1C

BUILDING 1

AREA OF RENOVATION

FACE BRICK VENEER TO MATCH

EXISTING SIZE AND COURSING

5/8" GLASS MAT FACED GYPSUM

SHEATHING

FLUID APPLIED AIR BARRIER

MASONRY TIES

RIGID CONT. INSULATION

R-13 MIN.

1' - 3"

TOP OF COPING

143' - 5 1/2"

2' - 0"

PROFILED STONE BAND.

MATCH EXISTING STONE BAND

5/8" GLASS MAT FACED

GYPSUM SHEATHING

6" METAL STUDS @16" O.C.

6" MIN. TAPERED RIGID

INSULATION SLOPED 1/4" PER

FOOT TO SCUPPER(R-30 MIN.)

PROTECTION BOARD

STRUCTURAL DECK,

SEE STRUCTURAL

DRAWINGS. PROVIDE 2

HR RATING, +/-2 1/4"

THICKNESS OF SPRAY

APPLIED FIRE

RESISTIVE MATERIAL

BASIS OF DESIGN UL

P701

STRUCTURAL BEAM,

SEE STRUCTURAL

DRAWINGS

2'

- 8

TOP OF BRICK

142' - 8 1/2"

PROFILED STONE COPING.

MATCH EXISTING

METAL FLASHING

FULLY ADHERED

MEMBRANE ROOFING

SYSTEM

TERMINATION BAR AND

SEALANT

1' - 7 1/4"

CONTINUOUS 2X FRT

WOOD BLOCKING

EXTEND ROOFING

MEMBRANE UP AND

OVER WOOD BLOCKING

8 3 /4"

(2) LAYERS 5/8" TYPE X GYPSUM

BOARD ON 6" METAL STUDS @ 16 O.C.

PINS (MIN) 3 PER STONE

COPING SECURED TO WOOD

BLOCKING

7 3 /4"

SCUPPER

CONTINUOUS

SEALANT

METAL COUNTER FLASHING

METAL SCUPPER SLEEVE

WITH DRIP EDGE

ALUMINUM

DOWNSPOUT

1' - 4"6 3 /4"

FACE BRICK VENEER TO MATCH

EXISTING SIZE AND COURSING

5/8" GLASS MAT FACED GYPSUM

SHEATHING

FLUID APPLIED AIR BARRIER

MASONRY TIES

RIGID CONT. INSULATION

R-13 MIN.

1' - 3"

TOP OF COPING

143' - 5 1/2"

2' - 0"

PROFILED STONE BAND.

MATCH EXISTING STONE BAND

5/8" GLASS MAT FACED

GYPSUM SHEATHING

6" METAL STUDS @16" O.C.

6" MIN. TAPERED RIGID

INSULATION SLOPED 1/4" PER

FOOT TO SCUPPER(R-30 MIN.)

PROTECTION BOARD

STRUCTURAL DECK,

SEE STRUCTURAL

DRAWINGS. PROVIDE 2

HR RATING, +/-2 1/4"

THICKNESS OF SPRAY

APPLIED FIRE

RESISTIVE MATERIAL

BASIS OF DESIGN UL

P701

STRUCTURAL BEAM,

SEE STRUCTURAL

DRAWINGS

2'

- 8

TOP OF BRICK

142' - 8 1/2"

PROFILED STONE COPING.

MATCH EXISTING

METAL FLASHING

FULLY ADHERED

MEMBRANE ROOFING

SYSTEM

TERMINATION BAR AND

SEALANT

1' - 7 1/4"

CONTINUOUS 2X FRT

WOOD BLOCKING

EXTEND ROOFING

MEMBRANE UP AND

OVER WOOD BLOCKING

8 3 /4"

(2) LAYERS 5/8" TYPE X GYPSUM

BOARD ON 6" METAL STUDS @ 16 O.C.

PINS (MIN) 3 PER STONE

COPING SECURED TO WOOD

BLOCKING

7 3 /4"

CONTINUOUS

SEALANT

METAL COUNTER FLASHING

METAL OVERFLOW SCUPPER

SLEEVE WITH DRIP EDGE,

INSTALL 2" ABOVE SCUPPER

LINE FLOW

1' - 4"

6 3 /4"

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE201

BUILDING ELEVATIONS

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1/8" = 1'-0"AE201

1 BUILDING ELEVATION - NORTH

SCALE: 1/8" = 1'-0"AE201

2 BUILDING ELEVATION - WEST

SCALE: 1" = 100'-0"

KEYPLAN ISOMETRIC

NOT TO SCALEAE201

3 PERSPECTIVE MASSING - NEW

SCALE: 1 1/2" = 1'-0"AE201

4 WALL SECTION DETAIL - PARAPET SCUPPER AND DOWNSPOUT

SCALE: 1 1/2" = 1'-0"AE201

5 WALL SECTION DETAIL - PARAPET OVERFLOW SCUPPER

AE311

EXISTING 1ST FLOOR TO REMAIN

EXISTING RENOVATED 2ND FLOOR

EXISTING RENOVATED 3RD FLOOR

AE311

AE301

AE301

AE321

10 AE311

TYP.

AE311

NEW METAL COPING

NEW STONE COPING

BUILDING

ADDITION

EXISTING

BUILDING

EXPANSION JOINT

EXPANSION JOINT

EXISTING

BUILDING

BUILDING

ADDITION

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE301

BUILDING SECTIONS

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1/8" = 1'-0"AE301

1 EAST/WEST BUILDING SECTION 1

SCALE: 1/8" = 1'-0"AE301

3 NORTH/SOUTH BUILDING SECTION

SCALE: 1/8" = 1'-0"AE301

2 EAST/WEST BUILDING SECTION 2

NOT TO SCALEAE301

4 BUILDING CONNECTION ISOMETRIC

NOT TO SCALEAE301

5 BUILDING CONNECTION ISOMETRIC 2

AE321

AE321

EXISTING

1ST FLOOR

TOP OF COPING

143' - 4 3/4"

AE321

4" FRAME DEPTH ARCHITECTURAL

GRADE EXTERIOR WINDOW W/

INSULATED GLAZING, SEE

ELEVATIONS, TYP.

AE321

TYP.

AE321

TYP.

AE201

AE201

ALIGN FACE OF NEW

BRICK WITH FACE OF

EXISTING BELOW

SIM.

SIM.

EXISTING

1ST FLOOR

EXISTING

1ST FLOOR

NEW COMPRESSIVE

INSULATION

EXISTING STRUCTURAL

ELEMENTS

NEW METAL DECK, RE:

STRUCTURAL

AE321

AE321

TOP OF EXISTING COPING

+/- 143' - 4 3/4"

EXISTING

STRUCTURE

NEW STRUCTURAL DECK, SEE

STRUCTURAL DRAWINGS

CONTINUOUS COMPRESSIBLE

INSULATION AT EJ PERIMETER

2 HR. EXPANSION JOINT

COVER - BASIS OF DESIGN

AL-200HD BY CONSTRUCTION

SPECIALTIES

CEILING, SEE

CEILING PLANS

FOR TYPES AND

LOCATIONS

2 HR. CEILING EXPANSION JOINT

COVER

WALL EXPANSION

JOINT COVER

BEYOND

AE321

PROVIDE NEW JOINT COVER

IN EXISTING SLABS

NEW STEEL SUPPORT

ANGLE ACROSS NEW

OPENING AND SET INTO

BRICK EITHER SIDE,

REFER TO STRUCTURAL

EXISTING BRICK VENEER

9 1 /2"

AP

PR

OX

IM

AT

E

EXISTING

1ST FLOOR

EXISTING

1ST FLOOR

AE321

TYP.

NEW

SHAFT

EXISTING

SHAFT

NEW

SHAFT

AE321

AE321

AE322

EXISTING

STRUCTURE

NEW STRUCTURAL

DECK, SEE

STRUCTURAL

DRAWINGS

CONTINUOUS

COMPRESSIBLE

INSULATION AT EJ

PERIMETER

2 HR. EXPANSION

JOINT COVER - BASIS

OF DESIGN AL-200HD

BY CONSTRUCTION

SPECIALTIES

CONTINUOUS

COMPRESSIBLE

INSULATION AT EJ

PERIMETER

2 HR.EXPANSION JOINT COVER -

BASIS OF DESIGN AL-200HD BY

CONSTRUCTION SPECIALTIES

DOOR TO ROOF, SEE

DOOR SCHEDULE

EXISTING

CONSTRUCTION

1:12 RAMP TO LEVEL OUT NEW

CONSTRUCTION IN 1C AND

EXISTING BUILDING 1

2"

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE311

WALL SECTIONS

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 3/4" = 1'-0"AE311

1 EXTERIOR WALL SECTION

SCALE: 3/4" = 1'-0"AE311

2 INTERIOR WALL SECTION

SCALE: 3/4" = 1'-0"AE311

3 INTERIOR SHAFT WALL SECTION

SCALE: 3/4" = 1'-0"AE311

5 WALL SECTION @ ELEVATOR LOBBY

EXISTING

1ST FLOOR

8" H. PROFILED STONE WINDOW SILL

VENEER - MATCH EXISTING SIZE AND

COURSING

(1) LAYER 5/8" EXTERIOR SHEATHING

FLUID APPLIED AIR BARRIER

FOIL FACED BATT

INSULATION R-13 MIN.RIGID CONT. INSULATION R-13 MIN.

EXISTING CONCRETE SLAB,

RE: STRUCT

EXISTING FACE BRICK AND

STONE BANDING

2X FRT BLOCKING AS REQUIRED

PROVIDE WEEP VENTS @ 24" O.C.

(2) LAYERS 5/8" TYPE

'X' GWB ON 6" MTL

STUDS @ 16"O.C.

MORTAR NET

THRU WALL FLASHING EXTENDED

6" ABOVE MORTAR NET

HEMMED DRIP EDGE

1' - 3"

FACE BRICK VENEER TO MATCH

EXISTING SIZE AND COURSING

3/4" SOLID SURFACE

SILL1/4"

CONT. SEALANT

2X WOOD FRT BLOCKING

CONT. SEALANT

ALUM. FLASHING W/ HEMMED

EDGE OVER SILL

FULLY ADHERED SEAM TAPE

OVER BLOCKING, ONTO

SHEATHING, AND UP 6" MIN.

BOTH SIDES OF JAMB

4" FRAME DEPTH

ARCHITECTURAL GRADE

EXTERIOR WINDOW W/

INSULATED GLAZING, SEE

ELEVATIONS, TYP.

1/2" 2' - 0"

5 1/2"

SEE GI101 FOR WALL

RATING AND UL

REFERENCE

FACE BRICK VENEER TO MATCH

EXISTING SIZE AND COURSING

5/8" GLASS MAT FACED GYPSUM

SHEATHING

FLUID APPLIED AIR BARRIER

FOIL FACED BATT INSULATION R-13 MIN.

MASONRY TIES

RIGID CONT. INSULATION R-13 MIN.

(2) LAYERS 5/8"

TYPE 'X' GWB ON

6" MTL STUDS @

16"O.C.

1' - 4 1/4"

9" 7 1/4" 2' - 0"

STRUCTURAL FLOOR,

SEE STRUCTURAL

DRAWINGS. PROVIDE 2

HR RATING, +/-3/4"

THICKNESS OF SPRAY

APPLIED FIRE

RESISTIVE MATERIAL

BASIS OF DESIGN UL

D703

SEE CEILING PLAN

FOR CEILING

TYPES AND

LOCATIONS

PROVIDE WEEP VENTS @ 24" O.C.

MORTAR NET

THRU WALL FLASHING EXTENDED

6" ABOVE MORTAR NET

HEMMED DRIP EDGE

4" FRAME DEPTH

ARCHITECTURAL GRADE

EXTERIOR WINDOW W/

INSULATED GLAZING, SEE

ELEVATIONS, TYP.

STRUCTURAL BEAM,

SEE STRUCTURAL

DRAWINGS. PROVIDE

2 HR RATING, +/-1 1/2"

THICKNESS OF

SPRAY APPLIED FIRE

RESISTIVE MATERIAL

BASIS OF DESIGN UL

X701

5 1/2" 1' - 3"

FACE BRICK VENEER TO MATCH

EXISTING SIZE AND COURSING

5/8" GLASS MAT FACED GYPSUM

SHEATHING

FLUID APPLIED AIR BARRIER

FOIL FACED BATT

INSULATION R-13 MIN.

MASONRY TIES

RIGID CONT. INSULATION R-13 MIN.

1' - 3"

TOP OF COPING

143' - 5 1/2"

2' - 0"

PROFILED STONE BAND.

MATCH EXISTING STONE BAND

5/8" GLASS MAT FACED

GYPSUM SHEATHING

6" METAL STUDS @16" O.C.

6" ROOF INSULATION

(R-30 MIN.)

TAPERED ROOF

INSULATION DIRECTING

DRAINAGE TO SCUPPER

STRUCTURAL DECK,

SEE STRUCTURAL

DRAWINGS. PROVIDE 2

HR RATING, +/-2 1/4"

THICKNESS OF SPRAY

APPLIED FIRE

RESISTIVE MATERIAL

BASIS OF DESIGN UL

P701

STRUCTURAL BEAM,

SEE STRUCTURAL

DRAWINGS

2'

- 8

TOP OF BRICK

142' - 8 1/2"

PROFILED STONE COPING.

MATCH EXISTING

MEMBRANE FLASHING

FULLY ADHERED

MEMBRANE ROOFING

SYSTEM

COVERBOARD

TERMINATION BAR AND

SEALANT

1' - 7 1/4"

CONTINUOUS 2X FRT

WOOD BLOCKING

EXTEND ROOFING

MEMBRANE UP AND

OVER WOOD BLOCKING

8 3 /4"

(2) LAYERS 5/8" TYPE X GYPSUM

BOARD ON 6" METAL STUDS @ 16 O.C.

PINS (MIN) 3 PER STONE

COPING SECURED TO WOOD

BLOCKING

7 3 /4"

3"

EXISTING

STRUCTURE

NEW STRUCTURAL

DECK, SEE

STRUCTURAL

DRAWINGS

CONTINUOUS COMPRESSIBLE

INSULATION AT EJ PERIMETER

EXPANSION JOINT

COVER - BASIS OF

DESIGN AL-200HD BY

CONSTRUCTION

SPECIALTIES

STRUCTURAL FLOOR, SEE

STRUCTURAL DRAWINGS.

PROVIDE 2 HR RATING, +/-3/4"

THICKNESS OF SPRAY APPLIED

FIRE RESISTIVE MATERIAL BASIS

OF DESIGN UL D703

REMOVE A PORTION OF THE EXISTING

STRUCTURAL SLAB TO INSTALL

EXPANSION JOINT COVER

STRUCTURAL BEAM, SEE

STRUCTURAL DRAWINGS.

PROVIDE 2 HR RATING, +/-1

1/2" THICKNESS OF SPRAY

APPLIED FIRE RESISTIVE

MATERIAL BASIS OF DESIGN

UL X701

EXISTING PROFILED STONE

BANDING

3-5/8" METAL STUDS @ 24" O.C.

TERMINATION BAR AND

SEALANT

ROOFING MEMBRANE,

EXTEND UP PARAPET

6" ROOF INSULATION

(R-30 MIN.)

2" BILLOWS EXPANSION

JOINT COVER - BILCO

BRBS-1-2-CSE

STRUCTURAL DECK, SEE

STRUCTURAL DRAWINGS.

PROVIDE 2 HR RATING, +/-2 1/4"

THICKNESS OF SPRAY APPLIED

FIRE RESISTIVE MATERIAL BASIS

OF DESIGN UL P701

STRUCTURAL BEAM, SEE

STRUCTURAL DRAWINGS. PROVIDE

2 HR RATING, +/-1 1/2" THICKNESS

OF SPRAY APPLIED FIRE

RESISTIVE MATERIAL BASIS OF

DESIGN UL X701

5/8" GLASS MAT FACED

GYPSUM SHEATHING

V.

I.F

1'

- 1 1/

2"

EXISTING STONE CAP

COVERBOARD

MEMBRANE FLASHING

4"

COMPRESSIBLE

INSULATION

TERMINATION BAR AND

SEALANT

EXISTING STONE

BANDING AND GUTTER

CONSTRUCTION TO

REMAIN

2" BILLOWS EXPANSION

JOINT COVER - BILCO

BRBS-1-2-CSE

FULLY ADHERED

MEMBRANE ROOFING

SYSTEM

1'

- 8

1/ 4"

STRUCTURAL DECK, SEE STRUCTURAL

DRAWINGS. PROVIDE 2 HR RATING, +/-2 1/4"

THICKNESS OF SPRAY APPLIED FIRE

RESISTIVE MATERIAL BASIS OF DESIGN UL

P701

STRUCTURAL BEAM, SEE

STRUCTURAL DRAWINGS.

PROVIDE 2 HR RATING, +/-1

1/2" THICKNESS OF SPRAY

APPLIED FIRE RESISTIVE

MATERIAL BASIS OF

DESIGN UL X701

COVERBOARD

MEMBRANE FLASHING

3-5/8" METAL STUDS @

16" O.C.

5/8" GLASS MAT FACED

GYPSUM SHEATHING

6" ROOF INSULATION

DEFLECTION TRACK

STEEL BENT PLATE

4"

TERMINATION BAR AND

SEALANT

2" BILLOWS EXPANSION

JOINT COVER - BILCO

BRBS-1-2-CSE

FULLY ADHERED

MEMBRANE ROOFING

SYSTEM

STONE BANDING TO BE

CUT AS REQUIRED TO

ACCOMMODATE NEW

CONSTRUCTION

COUNTER FLASHING W/

HEMMED EDGE OVER

TERMINATION BAR

STRUCTURAL DECK, SEE

STRUCTURAL DRAWINGS.

PROVIDE 2 HR RATING, +/-2 1/4"

THICKNESS OF SPRAY APPLIED

FIRE RESISTIVE MATERIAL BASIS

OF DESIGN UL P701

6" ROOF INSULATION

COVERBOARD

MEMBRANE FLASHING

3-5/8" METAL STUDS @

24" O.C.

5/8" GLASS MAT FACED

GYPSUM SHEATHING

LAP SEALANT

LAP SEALANT

4"

EXISTING

1ST FLOOREXISTING

1ST FLOOR

EXISTING

STRUCTURE

PROVIDE NEW

EXPANSION JOINT

COVER - BASIS OF

DESIGN AL-200HD BY

CONSTRUCTION

SPECIALTIES

REMOVE A PORTION OF THE EXISTING

CONSTRUCTION TO INSTALL

EXPANSION JOINT COVER

EXISTING STRUCTURE

NEW FLOORING

NEW COMPRESSIBLE

INSULATION

PROVIDE ALL REQUIRED INFILL

CONSTRUCTION TO PROVIDE A

SUITABLE CONDITION FOR

JOINT COVER

CONTINUOUS COMPRESSIBLE

INSULATION AT EJ PERIMETER

EXPANSION JOINT COVER -

BASIS OF DESIGN AL-200HD BY

CONSTRUCTION SPECIALTIES

EXISTING

STRUCTURAL SLAB

EXISTING 1ST

FLOOR

CONCRETE LANDING

NEW STRUCTURAL DECK, SEE

STRUCTURAL DRAWINGS

EXPANSION JOINT COVER -

BASIS OF DESIGN AL-200HD BY

CONSTRUCTION SPECIALTIES

STRUCTURAL FLOOR, SEE

STRUCTURAL DRAWINGS.

PROVIDE 2 HR RATING, +/-3/4"

THICKNESS OF SPRAY

APPLIED FIRE RESISTIVE

MATERIAL BASIS OF DESIGN

UL D703

REMOVE A PORTION OF THE

EXISTING STRUCTURAL SLAB

TO INSTALL EXPANSION JOINT

COVER.

STRUCTURAL BEAM, SEE

STRUCTURAL DRAWINGS. PROVIDE

2 HR RATING, +/- 1 1/2" THICK SPRAY

APPLIED FIRE RESISTIVE MATERIAL.

BASIS OF DESIGN UL X701.

3"

CONTINUOUS COMPRESSIBLE

INSULATION AT EJ PERIMETER

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE321

WALL SECTION DETAILS

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1 1/2" = 1'-0"AE321

1 WALL SECTION DETAIL - 2ND FLOOR EXTERIOR

SCALE: 1 1/2" = 1'-0"AE321

2 WALL SECTION DETAIL - 3RD FLOOR EXTERIOR

SCALE: 1 1/2" = 1'-0"AE321

8 WALL SECTION DETAIL - PARAPET

SCALE: 1 1/2" = 1'-0"AE321

4 WALL SECTION DETAIL - 3RD FLOOR INTERIOR

SCALE: 1 1/2" = 1'-0"AE321

7 WALL SECTION DETAIL - INTERIOR PARAPET 1

SCALE: 1 1/2" = 1'-0"AE321

10 WALL SECTION DETAIL - ROOF TRANSITION

SCALE: 1 1/2" = 1'-0"AE321

9 WALL SECTION DETAIL - INTERIOR PARAPET 2

SCALE: 1 1/2" = 1'-0"AE321

3 WALL SECTION DETAIL - 2ND FLOOR INTERIOR

SCALE: 1 1/2" = 1'-0"AE321

5 WALL SECTION DETAIL - 2ND FLOOR TRANSITION

SCALE: 1 1/2" = 1'-0"AE321

6 WALL SECTION DETAIL - 3RD FLOOR TRANSITION

NEW 5/8" GWB

EXISTING 6" METAL

STUDS

EXISTING 5/8" GYP.

SHEATHING

EXISTING WEATHER

BARRIER

EXISTING 3/4" GALV.

SUBGIRT

EXISTING 1 1/2" METAL

PANEL

STRUCTURAL DECK, SEE

STRUCTURAL DRAWINGS. PROVIDE 2

HR RATING, +/-2 1/4" THICKNESS OF

SPRAY APPLIED FIRE RESISTIVE

MATERIAL BASIS OF DESIGN UL P701

5/8" GYPSUM DECK

BOARD

RIGID INSULATION

COVERBOARD

ROCKWOOL

BATT INSULATION

4" BILLOWS

EXPANSION JOINT

COVER - BILCO

BRBS

LAP SEALANT

TPO ROOF MEMBRANE

LAP SEALANT

STRUCTURAL BEAM, SEE

STRUCTURAL DRAWINGS.

PROVIDE 2 HR RATING, +/- 1 1 /2"

THICKNESS OF SPRAY APPLIED

FIRE RESISTIVE MATERIAL,

BASIS OF DESIGN UL X701

STRUCTURAL BEAM, SEE

STRUCTURAL DRAWINGS.

PROVIDE 2 HR RATING, +/- 1 1 /2"

THICKNESS OF SPRAY APPLIED

FIRE RESISTIVE MATERIAL,

BASIS OF DESIGN UL X701

METAL FLASHING

4"

11"

4"

5/8" TYPE "X" GYPSUM BOARD

3-5/8" METAL STUD

FRAMING

AT 16" O.C.

FRAME CONCEALED BY

FEATHERED JOINT

COMPOUND

EXPANSION JOINT ASSEMBLY

5 1/8" 5 1/8"

VERIFY WITH MANUFACTURER'S INSTRUCTIONS

1' - 2 1/4"

COORDINATE FRAMING

REQUIREMENTS WITH

MANUFACTURES

INSTRUCTIONS

WALL FRAMING BEYOND

BASIS OF DESIGN:

CONSTRUCTION SPECIALTIES

FLUSH TWINLINE MODEL SGW

EXPANSION JOINT

ASSEMBLY

4" ACOUSTICAL PANEL CEILING

ANCHOR TIES TO

STRUCTURAL DECK ABOVE

BASIS OF DESIGN:

CONSTRUCTION SPECIALTIES

FLUSH THINLINE MODEL FCF

20 GA. METAL STUDS

WRAPPED WITH 20 GA.

TRACK ON BOTH SIDES -

CONTINUOUS FROM

FLOOR TO DECK

CORNER BEAD AT ALL

OUTSIDE CORNERS

(TYPICAL)

STRUCTURAL

BRACING BEHIND

GWB ENCLOSURE,

REFER TO

STRUCTURAL

EXTERIOR

WINDOW, SEE

ELEVATIONS

PROVIDE METAL STUD AND GWB

ENCLOSURE FOR STRUCTURAL

BRACING AS INDICATED, INTENT IS

TO LEAVE AS OPEN AS POSSIBLE

FOR WINDOW.

PROVIDE HEADER

AS HIGH AS

POSSIBLE

4 m m (7

1/ 2"

6 m m (6

1/ 4"

2,5 m m

(1

MI

N

5 m m

(1 7 3

/4"

DEPTH = 205 mm (8 1/4") 345 mm (13 3/4")

H

A

E

F

C

G I

B

K J

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE322

BUILDING DETAILS

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1 1/2" = 1'-0"AE322

1 WALL SECTION DETAIL - ROOF TO LOBBY

SCALE: 3" = 1'-0"AE322

2 2HR. RATED EXPANSION JOINT COVER - WALL

SCALE: 3" = 1'-0"AE322

3 EXPANSION JOINT COVER - CEILING

SCALE: 3" = 1'-0"AE322

4 TYPICAL CORNER FRAMING DETAIL

SCALE: 3/8" = 1'-0"AE322

5 WINDOW AND BRACING COORDINATION DETAIL

SCALE: NTSAE322

6 PATIENT LIFT TRACK LOCK SYSTEM DETAIL

SCALE: NTSAE322

7 DOOR HEADER HOIST PASSTHROUGH

SCALE: NTSAE322

8 PATIENT LIFT TRACK HOIST DETAIL

SCALE: NTSAE322

9 PATIENT LIFT TRACK SLING DETAIL

J

AE801

13' - 2 1/2"

11 1/2" 10' - 10 3/4" 1' - 4 1/4"

9 1 /2"

6'

- 5

3/ 4"

9'

- 6

1/ 2"

3'

- 0

4' - 9"

2'

- 6

1/ 2"

3'

- 2

AE801

AE801

AE801

TYP. OF 9

TYP. OF 6

9'

- 4

1'

- 0

6' - 6 3/4"

1'

- 1

0"

AE801

TYP. OF (4)

O2, AIR

AE311

AE801

1 AE801

SIM24

AD301

SIM

SIM

SIM 4

MECHANICAL

CHASE

MECHANICAL

CHASE

TYP.

17' - 3 1/4" 3' - 5 1/2" 20' - 6" 1' - 3" 3' - 0 1/2"

2'

- 0

6 1

/2" 6'

- 4 3/

4"

5 3 /4"

2" 1'

- 0 3/

4"

AE801

AE803

1'

- 6

5'

- 4

1'

- 6

5'

- 3

EQ

EQ

CENTERLINE

OF BED

TYP.

TYP.

5'-0" CLEAR MIN.

+/- 8' - 9 1/2" +/- 5' - 8 3/4"

ALIGN WITH

EXISTING

AE104

SLOPE FLOOR TO

DRAINS AS

INDICATED, TYP.

SEE SECTION

CUT SLOPE FLOOR

FROM DOOR

OPENING INTO

ROOM. SEE

SECTION CUT

SLOPE FLOOR TO

DRAINS AS

INDICATED, TYP.

SEE SECTION

CUT

9'

- 1

3/ 4"

ADDITIONAL

BLOCKING REQUIRED.

9'

- 5

AE801

SIM23

2'

- 8

HAND SANITIZER OUTSIDE OF ROOM

NEAR DOOR, TYPICAL IN PAITENT

ROOMS. COORDINATE EXACT LOCATION

WITH VA.

AE801

AE801

3' - 11" 3' - 10 3/4"

7'

- 8

1'

- 8 3/

4"

1'

- 0

AE801

SIM

3' - 0"

O.

C.

O.C.

39" - 41"

3' - 6" 1' - 0"

TO

R

EF

L E

CT

IV

E 3'

- 4 " M

AX

7" - 9" O.C.

2' - 0"

1 1 /2"

M

IN

TO

T

OP

3'

- 0

6" 3' - 0"

MA

X

TO

B

UT

TO

N

" M

AX

TA7TA2

TA3

TA1

TA5

TA4

TA9

TA6

MA

X

TO

O

UT

LE

T

" M

AX

TA8

MOUNTING HEIGHTS ARE TYPICAL AND APPLY TO FIXTURES INSTALLED IN

NEW RESTROOMS. VERIFY MOUNTING HEIGHTS WITH VENDOR SPECIFIC

MOUNTING HEIGHTS.

TYPICAL MOUNTING HEIGHTS AND INTERIOR ELEVATIONS ARE FOR USE IN

COORDINATION OF FIXTURES. NOTE NOT EVERY FIXTURES MAY BE

REPRESENTED IN INTERIOR ELEVATIONS. COORDINATE PROJECT

REQUIREMENTS WITH THE FLOOR PLAN AND ENLARGED FLOOR PLANS.

COORDINATE INSTALLATION OF EQUIPMENT WITH PLUMBING FIXTURES

AND PLUMBING DRAWINGS. REFER TO PLUMBING PLANS FOR

INFORMATION ON PLUMBING ACCESSORIES AND FIXTURES.

PROVIDE EACH SINK WITHIN SCOPE WITH A PAPER TOWEL DISPENSER

AND SOAP DISPENSER.

PROVIDE UNDER LAVATORY GUARD AT WALL MOUNTED HAND

LAVATORIES IN SCOPE.

PROVIDE IN WALL BLOCKING FOR WALL MOUNTED TOILET ACCESSORIES.

PROVIDE IN WALL BLOCKING FOR WALL MOUNTED SWING GRAB BAR FOR

SECURE INSTALLATION.

TYPICAL TOILET ACCESSORY MOUNTING HEIGHTS

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

TOILET ACCESSORY GENERAL NOTES

A

B

C

D

E

F

G

" M

IN

TO

P

OF

B

AR

3'

- 0

TA12

1' - 6"

2'

- 9

1' - 6"

DASH LINE INDICATES NURSE STATION WALL BELOW WORKING COUNTER

OR TRANSACTION COUNTER

DIMENSION CROSS REFERENCES TO RADIUS / DIAMETER OF NURSE

STATION WALL / PEDESTAL BELOW

FILE CABINET BELOW - SEE INTERIOR ELEVATIONS

SINGLE RAIL J-TRACK PATIENT LIFT SYSTEM - MIN. 770 LB CAPACITY, SEE

DETAIL 10/AE503.

TRAVERSE RAIL PATIENT LIFT SYSTEM - MIN. 770 LB CAPACITY, SEE DETAIL

5/AE503.

ENLARGED PLANS NOTES

FOR LEGEND REFERENCE OF FURNITURE / EQUIPMENT TAGS, SEE

SHEETS QH101 AND / OR QH102

AE801

O2, AIR

6'

- 7

1/ 4"

2" 7'

- 4 3/

4"

11' - 1"

5' - 0" 4' - 11 3/8"

FA

CE

O F

FI

NI

SH

5'

- 0 " C

LE

AR

1'

- 6

5'

- 4

1'

- 6

CENTERLINE

OF BED

1' - 6"

2' - 6"

EQ

EQ

EQ

.E

.Q

BLANK

BLANK

SLIDE

POWER

POWER

POWER

E POWER

E POWER

E POWER

CODE BLUE

MED AIR

LIGHTING CONTROLS

OXYGEN

OXYGEN

VACUUM

VITAL SIGNS MONITOR

DATA

E POWER

3' - 3"

1' - 0 1

/2"

1' - 1"

2' - 1"

BENT PLANT OUTSIDE CORNER

3 5/8" METAL STUDS

AT 16" O.C.

PORCELAIN

TILE, T-1

PORCELAIN

TILE, T-1

B.4

FULL HEIGHT &

WIDTH INSULATION

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE501

ENLARGED PLANS AND TOILET

ACCESSORY SCHEDULEGUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1/4" = 1'-0"AE501

4 ENLARGED FAMILY SPACE

SCALE: 1/4" = 1'-0"AE501

1 ENLARGED STAFF LOUNGE AND TOILET

SCALE: 1/4" = 1'-0"AE501

3 ENLARGED RT SHARED OFFICE

SCALE: 1/4" = 1'-0"AE501

5 2ND FLOOR ENLARGED PLAN - MED TEAM

SCALE: 1/4" = 1'-0"AE501

2 ENLARGED TYPICAL PATIENT ROOM

SCALE: 1/4" = 1'-0"AE501

6 ENLARGED PUBLIC TLT 329

SCALE: 1/4" = 1'-0"AE501

7 ENLARGED STAFF TLT / SHWR C215A

TOILET ACCESSORY SCHEDULE

MARK DESCRIPTION MANUFACTURER MODEL

RESPONSIBLE

PARTY COMMENTS

TA1 42" HORIZONTAL GRAB BAR BOBRICK WASHROOM EQUIPMENT, INC B-6806 x 42 CFCI TA2 36" HORIZONTAL GRAB BAR BOBRICK WASHROOM EQUIPMENT, INC B-6806 x 36 CFCI TA3 18" VERTICAL GRAB BAR BOBRICK WASHROOM EQUIPMENT, INC B-6806 x 18 CFCI

TA4 TOILET PAPER DISPENSER - SURFACE

MOUNTED

BOBRICK WASHROOM EQUIPMENT, INC B-4288

TA5 SANITARY NAPKIN DISPOSAL TOUGH GUY 2NXW1 OFCI

TA6 TOILET SEAT COVER DISPENSER BOBRICK WASHROOM EQUIPMENT, INC B-221 OFCI Mounted at 2'-0" O.C. AFF. Refer to ADA front end sheet for dimensional constraints.

TA7 SOAP DISPENSER BOBRICK WASHROOM EQUIPMENT, INC 818615

TA8 PAPER TOWEL DISPENSER BOBRICK WASHROOM EQUIPMENT, INC B-4262

TA9 18"x36" MIRROR BOBRICK WASHROOM EQUIPMENT, INC B-2908

TA10 GARMENT HOOK BOBRICK WASHROOM EQUIPMENT, INC B-6727 CFCI

TA12 SWING UP GRAB BAR BOBRICK WASHROOM EQUIPMENT, INC B-4998 CFCI

SCALE: 1/4" = 1'-0"AE501

8 ENLARGED SOILED AND STORAGE

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

11 2ND FLOOR RAMP PLAN

SCALE: 1/4" = 1'-0"AE501

9 TYPICAL ENLARGED PATIENT ROOM CEILING PLAN

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

10 TYPICAL HEADWALL ELEVATION

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

12 PLAN DETAIL - TLT 369

10' - 6" 1' - 5 3/4"

3'

- 1

1 1 /2"

4'

- 1

0"

11' - 11" 5' - 9"

2' - 0 1/2"

6'

- 1

1 1 /4"

8'

- 1

3/

4" AE801

3'

- 4

3/ 4"

5'

- 6

3/ 4"

1'

- 3

3/ 4"

2' - 10 1/2"

3' - 6"

AE801

1' - 3 3/4" 5' - 10 1/4"

3'

- 1

0 3 /4"

4'

- 1

0 1 /4"

8' - 2 1/2"

AE311

AE801

AD301

AE801

SIM

O.H.

AE801

9' - 6 1/4" 6' - 8 1/4" 7' - 7 3/4"

8"

6 3

/4"

CHASE

AE801

AE801

AE801

AE801

AE804

7"

2'

- 1

2'

- 1 1/

2"

CENTER OF

RADIUS

AE802

2'

- 0

1/ 4"

2'

- 1

1 1 /2"

6' - 3 1/4"

CENTER OF

RADIUS

4' - 2" 4' - 0 1/4"

1 1 /2"

7'

- 3

1/ 2"

5' - 8 1/4"

6 3 /4"

3' - 1"

TYP.

1'

1 3

/4"

AE802

AE802

- 3

3/ 4" 8"

TYP.

6'

- 2

1/ 4"

6' - 8 1/4"

3'

- 0

3'

- 0

2'

- 8

3/ 4"

AE804

AE802

AE802

2' - 9" 13' - 9 1/2" 3' - 3 1/2"

3'

- 7

3/ 4"

1' - 8"

AE803

PROVIDE FILTER WITH ICE

AND WATER MACHINE AS

NOTED.

7' - 10 3/4" 2'

- 7

1/ 2"

1/

2"

3'

- 7

3/ 4"

3'

- 4

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE502

ENLARGED PLANS

GUIDON DESIGN INC.

1221 N PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

(317)-800-6388

CMTA CONSULTING ENGINEERS

10411 MEETING STREET

PROSPECT, KY 40059

(502)-326-3085

VA WICHITA - MED/SURG BEDS

FOR PATIENT PRIVACY

WICHITA, KANSAS

589-701

1 & 1C

5/22/2020

BID DOCUMENTS

SCALE: 1/4" = 1'-0"AE502

2 ENLARGED BARIATRIC PATIENT ROOM

SCALE: 1/4" = 1'-0"AE502

3 ENLARGED PATIENT ROOM

SCALE: 1/4" = 1'-0"AE502

4 ENLARGED STAFF TLT

SCALE: 1/4" = 1'-0"AE502

5 ENLARGED PHYSICAL THERAPY

SCALE: 3/8" = 1'-0"AE502

6 ENLARGED NURSE STATION 1

SCALE: 3/8" = 1'-0"AE502

7 ENLARGED NURSE STATION 2