ROOF PLAN GENERAL NOTES - Floyd Construction

ROOF PLAN GENERAL NOTESA

B

C

D

E

F

G

ROOF PLAN NOTES #

1

2

3

4

5

6

7

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

AE2011

AE2012

3AE311

1AE301

REMOVABLE ROOF PANEL

3AE301

2AE301

1

1

1

1

2

2

9AE321

AE1056

AE1057HIGH

LOW

AE1058

AE1059

HIGH

LOW

3

3

4

1/4":12"

1/4":12"

1/4":12"

8 AE105

AE105

9

TYP.

4

TYP.

1C-RTU

5

5

5

1C-CU1

1C-CU26

5

55

7

EXISTING 4TH FLOOR TO REMAIN

EXISTING 4TH FLOOR TO REMAIN

1

5

5

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 DECKRE: 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



EXISTING STONE BANDING BELOW TO REMAIN. WHERE BANDING INTERFERES WITH NEW CONSTRUCTION, REMOVE A PORTION TO ACCOMMODATE


ROOF SURFACE

2"


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


EXISTING GUTTER TO REMAIN

ROOF SURFACE

NEW METAL COPING

STEP DOWN BELOW GUTTER TO MEET NEW WALL. SEE 4/AE301.

ROOF SURFACE



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


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

3

Office ofConstructionand FacilitiesManagement

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDA/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE105

4TH FLOOR AND ROOF PLANGUIDON DESIGN INC.1221 N PENNSYLVANIA STREETINDIANAPOLIS, IN 46202(317)-800-6388

CMTA CONSULTING ENGINEERS10411 MEETING STREETPROSPECT, KY 40059(502)-326-3085

VA WICHITA - MED/SURG BEDSFOR 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"AE1051 4TH FLOOR AND ROOF PLAN

SCALE: 1 1/2" = 1'-0"AE1054 TYPICAL ROOF CURB DETAIL

SCALE: 1 1/2" = 1'-0"AE1055 TYPICAL THROUGH ROOF PIPING DETAIL

SCALE: 1 1/2" = 1'-0"AE1056 ROOF CONNECTION TO ELEVATOR DETAIL - HIGH

SCALE: 1 1/2" = 1'-0"AE1057 ROOF CONNECTION TO ELEVATOR DETAIL - LOW

SCALE: 1 1/2" = 1'-0"AE1058 ROOF CONNECTION @ SLOPE DETAIL - HIGH

SCALE: 1 1/2" = 1'-0"AE1059 ROOF CONNECTION @ SLOPE DETAIL - LOW

NOT TO SCALEAE1053 PERSPECTIVE @ ROOF - EAST

NOT TO SCALEAE1052 PERSPECTIVE @ ROOF - SOUTH

2AE301

3AE311

8AE321

8AE321

SIM.

7AE321

8AE321

Revisions: Date:

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN SPECIFIC NOTES1

2

3

4

5

6

7

8

9

10

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)

1

1

PT-9A

66

1' - 6"

1' - 6

"

1' - 6

"

CHASE

PT-9A

10

2ND FLOOR ADDITION


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.

VARI

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 BULKHEADVARIES

BOTTOM OF CEILINGVARIES

REFER TO REFLECTED CEILING PLANVARIES

2 1/2" METAL STUD BRACING AT 32" O.C. ANCHOR TO STRUCTURE ABOVE



TYPICAL WALL CONSTRUCTION, RE: FLOOR PLAN AND WALL TYPES FOR ADDITIONAL INFORMATION



@ A

CT O

NLY

6" M

IN.

VARI

ES

2 1/2" METAL STUD BRACING AT 32" O.C. ANCHOR TO STRUCTURE ABOVE



VARI

ES6"

MIN

.

REFER TO REFLECTED CEILING PLANVARIES




Project Number

Building Number

Drawing Number

Project Title

Location


Drawing Title

Approved:

VA FORM 08 - 6231

A

3


B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10


STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE111

2ND FLOOR CEILING PLANGUIDON DESIGN INC.1221 N PENNSYLVANIA STREETINDIANAPOLIS, IN 46202(317)-800-6388



WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1/8" = 1'-0"AE1111 2ND FLOOR CEILING PLAN


SCALE: 1 1/2" = 1'-0"AE1112 TYPICAL IN-ROOM BULKHEAD AT WINDOW

SCALE: 1 1/2" = 1'-0"AE1113 TYPICAL BULKHEAD DETAIL - SINGLE STUD

SCALE: 1 1/2" = 1'-0"AE1114 TYPICAL BULKHEAD DETAIL

SCALE: 1 1/2" = 1'-0"AE1115 TYPICAL BULKHEAD DETAIL

Revisions: Date:

JJ

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN SPECIFIC NOTES1

2

3

4

5

6

7

8

9

10

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


1ST FLOOR

2ND FLOOR

3RD FLOOR

3RD FLOOR ADDITION

AREA OF RENOVATION

BUILDING 1C

BUILDING 1

AREA OF RENOVATION

4AE112

4AE112

TYP.

1

55 5

5

5

5

5

5

5

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-9APT-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

6

6

2AE111

TYP.

5

5

5

AE1122

AE1123

AE5019

1

CHASE

7' - 2"

8

8

88

8

8

8

8

9

8

PT-1

PT-1

PT-1

15AE804

2

3

3' - 0

"

2

3

PT-3PT-4

3' - 0"

10 1/

4"4'

- 2 1/

2"

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

EQEQ

3

3

3' - 0"

5' - 8

3/4"

1' - 0

"

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

5' - 5

3/4"

9' - 3 3/4"

EQEQ 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


Drawing Title

Approved:

VA FORM 08 - 6231

A

3


B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10


STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE112

3RD FLOOR CEILING PLANGUIDON DESIGN INC.1221 N PENNSYLVANIA STREETINDIANAPOLIS, IN 46202(317)-800-6388



WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS


SCALE: 1/8" = 1'-0"AE1121 3RD FLOOR CEILING PLAN

SCALE: 1/4" = 1'-0"AE1122 ENLARGED CEILING PLAN - ABOVE NURSE STATION 1

SCALE: 1/4" = 1'-0"AE1123 ENLARGED CEILING PLAN - ABOVE NURSE STATION 2

SCALE: 1 1/2" = 1'-0"AE1124 CEILING BULKHEAD AT CORRIDOR

Revisions: Date:

EXTERIOR ELEVATION LEGENDDESCRIPTIONCODE

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

3AE301

EXIS

TING

ADDI

TION

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

1AE301

2AE301

EXIS

TING

ADDI

TION

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

2AD301

2ND FLOOR ADDITION


1ST FLOOR

2ND FLOOR

3RD FLOOR

3RD FLOOR ADDITION

AREA OF RENOVATION

BUILDING 1C

BUILDING 1

AREA OF RENOVATION


5/8" GLASS MAT FACED GYPSUM SHEATHING


MASONRY TIES


1' - 3"

TOP OF COPING143' - 5 1/2"

2' - 0"

PROFILED STONE BAND. MATCH EXISTING STONE BAND


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 P701STRUCTURAL BEAM, SEE STRUCTURAL DRAWINGS

2' - 8

"

TOP OF BRICK142' - 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"




MASONRY TIES


1' - 3"


2' - 0"




6" MIN. TAPERED RIGID INSULATION SLOPED 1/4" PER FOOT TO SCUPPER(R-30 MIN.)

PROTECTION BOARD


2' - 8

"



METAL FLASHING



1' - 7 1/4"



8 3/4"



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


Drawing Title

Approved:

VA FORM 08 - 6231

A

3


B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10


STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE201

BUILDING ELEVATIONSGUIDON DESIGN INC.1221 N PENNSYLVANIA STREETINDIANAPOLIS, IN 46202(317)-800-6388



WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1/8" = 1'-0"AE2011 BUILDING ELEVATION - NORTH

SCALE: 1/8" = 1'-0"AE2012 BUILDING ELEVATION - WEST


NOT TO SCALEAE2013 PERSPECTIVE MASSING - NEW

SCALE: 1 1/2" = 1'-0"AE2014 WALL SECTION DETAIL - PARAPET SCUPPER AND DOWNSPOUT

SCALE: 1 1/2" = 1'-0"AE2015 WALL SECTION DETAIL - PARAPET OVERFLOW SCUPPER

Revisions: Date:

AE3111

EXISTING 1ST FLOOR TO REMAIN

EXISTING RENOVATED 2ND FLOOR

EXISTING RENOVATED 3RD FLOOR

AE31123

AE3011

AE301AE321

10 AE3111

TYP.

AE3115

NEW METAL COPING

NEW STONE COPING

BUILDINGADDITION

EXISTINGBUILDING

EXPANSION JOINT

EXPANSION JOINT

EXISTINGBUILDING

BUILDINGADDITION

Project Number

Building Number

Drawing Number

Project Title

Location


Drawing Title

Approved:

VA FORM 08 - 6231

A

3


B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10


STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE301

BUILDING SECTIONSGUIDON DESIGN INC.1221 N PENNSYLVANIA STREETINDIANAPOLIS, IN 46202(317)-800-6388



WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1/8" = 1'-0"AE3011 EAST/WEST BUILDING SECTION 1

SCALE: 1/8" = 1'-0"AE3013 NORTH/SOUTH BUILDING SECTION

SCALE: 1/8" = 1'-0"AE3012 EAST/WEST BUILDING SECTION 2

NOT TO SCALEAE3014 BUILDING CONNECTION ISOMETRIC

NOT TO SCALEAE3015 BUILDING CONNECTION ISOMETRIC 2

Revisions: Date:

AE3211

AE3212

EXISTING 1ST FLOOR


AE3218

4" FRAME DEPTH ARCHITECTURAL GRADE EXTERIOR WINDOW W/ INSULATED GLAZING, SEE ELEVATIONS, TYP.

AE3211

TYP.

AE3212

TYP.

AE2014

AE2015

ALIGN FACE OF NEW BRICK WITH FACE OF EXISTING BELOW

SIM.

SIM.

EXISTING 1ST FLOOR

EXISTING 1ST FLOOR

NEW COMPRESSIVE INSULATIONEXISTING STRUCTURAL ELEMENTS

NEW METAL DECK, RE: STRUCTURAL

AE3217

AE3214

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

AE3213

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

10' -

9 1/2"

APPR

OXIM

ATE

EXISTING 1ST FLOOR

EXISTING 1ST FLOOR

AE3217

TYP.

NEW SHAFT

EXISTING SHAFT

NEW SHAFT

AE3216

AE3215

AE3221

EXISTING STRUCTURE



2 HR. EXPANSION JOINT COVER - BASIS OF DESIGN AL-200HD BY CONSTRUCTION SPECIALTIES


2 HR.EXPANSION JOINT COVER -BASIS OF DESIGN AL-200HD BY CONSTRUCTION SPECIALTIES

DOOR TO ROOF, SEE DOOR SCHEDULE


1:12 RAMP TO LEVEL OUT NEW CONSTRUCTION IN 1C AND EXISTING BUILDING 1

2"

Project Number

Building Number

Drawing Number

Project Title

Location


Drawing Title

Approved:

VA FORM 08 - 6231

A

3


B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10


STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE311

WALL SECTIONSGUIDON DESIGN INC.1221 N PENNSYLVANIA STREETINDIANAPOLIS, IN 46202(317)-800-6388



WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 3/4" = 1'-0"AE3111 EXTERIOR WALL SECTION

SCALE: 3/4" = 1'-0"AE3112 INTERIOR WALL SECTION

SCALE: 3/4" = 1'-0"AE3113 INTERIOR SHAFT WALL SECTION

SCALE: 3/4" = 1'-0"AE3115 WALL SECTION @ ELEVATOR LOBBY

Revisions: Date:

EXISTING 1ST FLOOR

8" H. PROFILED STONE WINDOW SILL VENEER - MATCH EXISTING SIZE AND COURSING(1) LAYER 5/8" EXTERIOR SHEATHING


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"


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


1/2" 2' - 0"

5 1/2"

SEE GI101 FOR WALL RATING AND UL REFERENCE




FOIL FACED BATT INSULATION R-13 MIN.

MASONRY TIES


(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


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"



FLUID APPLIED AIR BARRIERFOIL FACED BATT INSULATION R-13 MIN.

MASONRY TIES


1' - 3"


2' - 0"




6" ROOF INSULATION (R-30 MIN.)

TAPERED ROOF INSULATION DIRECTING DRAINAGE TO SCUPPER


2' - 8

"



MEMBRANE FLASHING


COVERBOARD


1' - 7 1/4"



8 3/4"



7 3/4"

3"

EXISTING STRUCTURE



EXPANSION JOINT COVER - BASIS OF DESIGN AL-200HD BY CONSTRUCTION SPECIALTIES


REMOVE A PORTION OF THE EXISTINGSTRUCTURAL SLAB TO INSTALL EXPANSION JOINT COVER


EXISTING PROFILED STONE BANDING

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


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



V.I.F

.1'

- 1 1/

2"

EXISTING STONE CAP

COVERBOARD

MEMBRANE FLASHING

4"

COMPRESSIBLE INSULATION


EXISTING STONE BANDING AND GUTTER CONSTRUCTION TO REMAIN



1' - 8

1/4"



COVERBOARDMEMBRANE FLASHING



6" ROOF INSULATION

DEFLECTION TRACK

STEEL BENT PLATE

4"




STONE BANDING TO BE CUT AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION

COUNTER FLASHING W/ HEMMED EDGE OVER TERMINATION BAR


6" ROOF INSULATION

COVERBOARD

MEMBRANE FLASHING



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 EXISTINGCONSTRUCTION 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


EXPANSION JOINT COVER -BASIS OF DESIGN AL-200HD BY CONSTRUCTION SPECIALTIES

EXISTING STRUCTURAL SLAB

EXISTING 1ST FLOOR

CONCRETE LANDING


EXPANSION JOINT COVER -BASIS OF DESIGN AL-200HD BY CONSTRUCTION SPECIALTIES


REMOVE A PORTION OF THEEXISTING STRUCTURAL SLABTO INSTALL EXPANSION JOINT COVER.

STRUCTURAL BEAM, SEESTRUCTURAL DRAWINGS. PROVIDE2 HR RATING, +/- 1 1/2" THICK SPRAYAPPLIED FIRE RESISTIVE MATERIAL.BASIS OF DESIGN UL X701.

3"

CONTINUOUS COMPRESSIBLEINSULATION AT EJ PERIMETER

Project Number

Building Number

Drawing Number

Project Title

Location


Drawing Title

Approved:

VA FORM 08 - 6231

A

3


B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10


STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE321

WALL SECTION DETAILSGUIDON DESIGN INC.1221 N PENNSYLVANIA STREETINDIANAPOLIS, IN 46202(317)-800-6388



WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1 1/2" = 1'-0"AE3211 WALL SECTION DETAIL - 2ND FLOOR EXTERIOR

SCALE: 1 1/2" = 1'-0"AE3212 WALL SECTION DETAIL - 3RD FLOOR EXTERIOR

SCALE: 1 1/2" = 1'-0"AE3218 WALL SECTION DETAIL - PARAPET

SCALE: 1 1/2" = 1'-0"AE3214 WALL SECTION DETAIL - 3RD FLOOR INTERIOR

SCALE: 1 1/2" = 1'-0"AE3217 WALL SECTION DETAIL - INTERIOR PARAPET 1

SCALE: 1 1/2" = 1'-0"AE32110 WALL SECTION DETAIL - ROOF TRANSITION

SCALE: 1 1/2" = 1'-0"AE3219 WALL SECTION DETAIL - INTERIOR PARAPET 2

SCALE: 1 1/2" = 1'-0"AE3213 WALL SECTION DETAIL - 2ND FLOOR INTERIOR

SCALE: 1 1/2" = 1'-0"AE3215 WALL SECTION DETAIL - 2ND FLOOR TRANSITION

SCALE: 1 1/2" = 1'-0"AE3216 WALL SECTION DETAIL - 3RD FLOOR TRANSITION

Revisions: Date:

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


5/8" GYPSUM DECKBOARD

RIGID INSULATION

COVERBOARD

ROCKWOOLBATT INSULATION

4" BILLOWS EXPANSION JOINT COVER - BILCO BRBS

LAP SEALANT

TPO ROOF MEMBRANELAP 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"


3-5/8" METAL STUD FRAMINGAT 16" O.C.

FRAME CONCEALED BY FEATHERED JOINT COMPOUND

EXPANSION JOINT ASSEMBLY

5 1/8" 5 1/8"

VERIFY WITH MANUFACTURER'S INSTRUCTIONS1' - 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 ALLOUTSIDE 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

184 m

m (7

1/2"

)

156 m

m (6

1/4"

)

2,500

mm

(100

")MI

N 44

5 mm

(17 3

/4")

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

H

A

E

F

C

GI

B

KJ

Project Number

Building Number

Drawing Number

Project Title

Location


Drawing Title

Approved:

VA FORM 08 - 6231

A

3


B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10


STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE322

BUILDING DETAILSGUIDON DESIGN INC.1221 N PENNSYLVANIA STREETINDIANAPOLIS, IN 46202(317)-800-6388



WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1 1/2" = 1'-0"AE3221 WALL SECTION DETAIL - ROOF TO LOBBY

SCALE: 3" = 1'-0"AE3222 2HR. RATED EXPANSION JOINT COVER - WALL

SCALE: 3" = 1'-0"AE3223 EXPANSION JOINT COVER - CEILING

SCALE: 3" = 1'-0"AE3224 TYPICAL CORNER FRAMING DETAIL

SCALE: 3/8" = 1'-0"AE3225 WINDOW AND BRACING COORDINATION DETAIL

SCALE: NTSAE3226 PATIENT LIFT TRACK LOCK SYSTEM DETAIL

SCALE: NTSAE3227 DOOR HEADER HOIST PASSTHROUGH

SCALE: NTSAE3228 PATIENT LIFT TRACK HOIST DETAIL

SCALE: NTSAE3229 PATIENT LIFT TRACK SLING DETAIL

Revisions: Date:

JJ

J

AE801

13

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

6

AE801

7

AE8018

9

10

TYP. OF 9

TYP. OF 6

9' - 4

"1'

- 0"

6' - 6 3/4"

1' - 1

0"

AE801

10

TYP. OF (4)

O2, AIR

3AE311

AE801

2

1 AE801

SIM24

1AD301

3

SIM

1

SIM

3

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

"15

' - 6 1

/2"6'

- 4 3/

4"

5 3/4"

15' -

2"1'

- 0 3/

4"

AE801

21

22

23

24

AE803

58

6

7

1' - 6

"5'

- 4"

1' - 6

"5'

- 3"

EQEQ

CENTERLINE OF BED

TYP.

TYP.

5'-0" CLEAR MIN.+/- 8' - 9 1/2" +/- 5' - 8 3/4"

ALIGN WITH EXISTING

2AE104

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

33

34

AE801

12

11

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

7' - 8

"1'

- 8 3/

4"

1' - 0

"

AE801SIM

8

3' - 0"

O.C.

39" -

41"

O.C.39" - 41"

3' - 6" 1' - 0"

TO R

EFL E

CTIV

E3'

- 4" M

AX

7" - 9" O.C.

2' - 0"

1 1/2"

MIN

TO T

OP3'

- 0"

6" 3' - 0"

MAX

TO B

UTTO

N44

" - 48

" MAX

TA7TA2

TA3

TA1

TA5

TA4

TA9

TA6

MAX

TO O

UTLE

T44

" - 48

" MAX

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

TOILET ACCESSORY GENERAL NOTESA

B

C

D

E

F

G

15" M

IN

TOP

OF B

AR3'

- 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 NOTES1

2

3

4

5

#

FOR LEGEND REFERENCE OF FURNITURE / EQUIPMENT TAGS, SEE SHEETS QH101 AND / OR QH102

AE801

5

O2, AIR

6' - 7

1/4"

14' -

2"7'

- 4 3/

4"

11' - 1"

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

FACE

OF

FINI

SH5'

- 0" C

LEAR

1' - 6

"5'

- 4"

1' - 6

"

CENTERLINE OF BED

1' - 6"

2' - 6"

EQEQ

5

5

4

EQ.E

.Q.

BLANK

BLANK

SLIDE

POWER

POWER

POWER

E POWER

E POWER

E POWER

CODE BLUE

MED AIR

LIGHTING CONTROLS

OXYGENOXYGENVACUUM

VITAL SIGNS MONITOR

DATA

E POWER

3' - 3"

1' - 0 1

/2"

1' - 1"

2' - 1"

15

BENT PLANT OUTSIDE CORNER

3 5/8" METAL STUDSAT 16" O.C.

PORCELAINTILE, T-1

PORCELAINTILE, T-1

B.4

FULL HEIGHT & WIDTH INSULATION

Project Number

Building Number

Drawing Number

Project Title

Location


Drawing Title

Approved:

VA FORM 08 - 6231

A

3


B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10


STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE501

ENLARGED PLANS AND TOILETACCESSORY SCHEDULEGUIDON DESIGN INC.

1221 N PENNSYLVANIA STREETINDIANAPOLIS, IN 46202(317)-800-6388



WICHITA, KANSAS

589-701

1 & 1C

5/22/2020 JDF JDJ

BID DOCUMENTS

SCALE: 1/4" = 1'-0"AE5014 ENLARGED FAMILY SPACE

SCALE: 1/4" = 1'-0"AE5011 ENLARGED STAFF LOUNGE AND TOILET

SCALE: 1/4" = 1'-0"AE5013 ENLARGED RT SHARED OFFICE

SCALE: 1/4" = 1'-0"AE5015 2ND FLOOR ENLARGED PLAN - MED TEAM

SCALE: 1/4" = 1'-0"AE5012 ENLARGED TYPICAL PATIENT ROOM

SCALE: 1/4" = 1'-0"AE5016 ENLARGED PUBLIC TLT 329

SCALE: 1/4" = 1'-0"AE5017 ENLARGED STAFF TLT / SHWR C215A

TOILET ACCESSORY SCHEDULEMARK DESCRIPTION MANUFACTURER MODEL

RESPONSIBLEPARTY COMMENTS

TA1 42" HORIZONTAL GRAB BAR BOBRICK WASHROOM EQUIPMENT, INC B-6806 x 42 CFCITA2 36" HORIZONTAL GRAB BAR BOBRICK WASHROOM EQUIPMENT, INC B-6806 x 36 CFCITA3 18" VERTICAL GRAB BAR BOBRICK WASHROOM EQUIPMENT, INC B-6806 x 18 CFCITA4 TOILET PAPER DISPENSER - SURFACE

MOUNTEDBOBRICK WASHROOM EQUIPMENT, INC B-4288

TA5 SANITARY NAPKIN DISPOSAL TOUGH GUY 2NXW1 OFCITA6 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 818615TA8 PAPER TOWEL DISPENSER BOBRICK WASHROOM EQUIPMENT, INC B-4262TA9 18"x36" MIRROR BOBRICK WASHROOM EQUIPMENT, INC B-2908TA10 GARMENT HOOK BOBRICK WASHROOM EQUIPMENT, INC B-6727 CFCITA12 SWING UP GRAB BAR BOBRICK WASHROOM EQUIPMENT, INC B-4998 CFCI

SCALE: 1/4" = 1'-0"AE5018 ENLARGED SOILED AND STORAGE

SCALE: 1/2" = 1'-0"AE50111 2ND FLOOR RAMP PLAN

SCALE: 1/4" = 1'-0"AE5019 TYPICAL ENLARGED PATIENT ROOM CEILING PLAN

SCALE: 1 1/2" = 1'-0"AE50110 TYPICAL HEADWALL ELEVATION

SCALE: 1 1/2" = 1'-0"AE50112 PLAN DETAIL - TLT 369

Revisions: Date:

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

25

3' - 4

3/4"

5' - 6

3/4"

1' - 3

3/4"

2' - 10 1/2"

3' - 6"

AE80132

31

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

3' - 1

0 3/4"

4' - 1

0 1/4"

8' - 2 1/2"

3AE311

AE80129

1AD301

AE801

SIM

29O.H.

AE801

30

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

10' -

8"11

' - 6 3

/4"

CHASE

AE801

17

16

AE80120

19

AE80114

AE801

15

15AE804

7"

1

2

3

3

1

3

1

1

2' - 1

"2'

- 1 1/

2"

CENTER OF RADIUS

AE802

2

2' - 0

1/4"

2' - 1

1 1/2"

6' - 3 1/4"

CENTER OF RADIUS

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

13' -

1 1/2"

7' - 3

1/2"

5' - 8 1/4"

6 3/4"

3' - 1"

TYP.

+/- 1'

- 1 3

/4"

AE802

3

AE802

1

+/- 3

' - 11

3/4" 8"

TYP.

6' - 2

1/4"

18

6' - 8 1/4"

3' - 0

"3'

- 0"

2' - 8

3/4"

AE80420

AE8026

AE802

3

1

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

7

3' - 7

3/4"

1' - 8"

AE803

4

PROVIDE FILTER WITH ICE AND WATER MACHINE AS NOTED.

7' - 10 3/4" 2' - 7

1/2"

12' -

11 1/

2"

3' - 7

3/4"

3' - 4

"

Project Number

Building Number

Drawing Number

Project Title

Location


Drawing Title

Approved:

VA FORM 08 - 6231

A

3


B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10


STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

AE502

ENLARGED PLANSGUIDON DESIGN INC.1221 N PENNSYLVANIA STREETINDIANAPOLIS, IN 46202(317)-800-6388



WICHITA, KANSAS

589-701

1 & 1C

5/22/2020

BID DOCUMENTS

SCALE: 1/4" = 1'-0"AE5022 ENLARGED BARIATRIC PATIENT ROOM

SCALE: 1/4" = 1'-0"AE5023 ENLARGED PATIENT ROOM

SCALE: 1/4" = 1'-0"AE5024 ENLARGED STAFF TLT

SCALE: 1/4" = 1'-0"AE5025 ENLARGED PHYSICAL THERAPY

SCALE: 3/8" = 1'-0"AE5026 ENLARGED NURSE STATION 1

SCALE: 3/8" = 1'-0"AE5027 ENLARGED NURSE STATION 2

Revisions: Date:

ROOF PLAN GENERAL NOTES - Floyd Construction

Documents

Transcript of ROOF PLAN GENERAL NOTES - Floyd Construction