589A7-18-302 Wichita Bid Drawings - 4_Architectural (SI) 2 of 2.pdf

MAIN LEVEL

6'-8"

654321

7 8

BASEMENT

-11'-4"

LOW PARAPET

24'-0"

UPPER ROOF PARAPET

41'-11 3/4"

CATWALK LEVEL

17'-4"

13-AE312.02

F9

13-AE311.02

F1

13-AE313.02

F7

LOW ROOF - H.P.

21'-9"

LOW ROOF - L.P.

20'-9 3/4"

UPPER ROOF - H.P.

40'-5 3/4"

UPPER ROOF - L.P.

39'-6 3/4"

I.T. ROOM

M-12

SECURITY

M-10

TRANSFORMER

ROOM

M-14

CONTROL

ROOM

M-8

STORAGE

13-42

NEW PUMP

ROOM

B-3

BOILER

ROOM

M-18

229 228 227

SHOP LEVEL

0"

INTERM. ROOF PARAPET

30'-10 1/2"

TUNNEL LEVEL

-6'-0"

MAIN LEVEL

6'-8"

INTERM. ROOF - L.P.

28'-2 1/2"

INTERM. ROOF - H.P.

29'-2 1/2"

E7E6E5E4E3E2E1

MEZZANINE LEVEL

8'-2"

CONTRACTOR

TOUCHDOWN

M-6

BREAK

AREA

M-5

EXISTING

PUMP ROOM

B-1

STORAGE

B-2

310 310310310 310 310

310 310

228 228 m m

5'

/4

Door/Room No.

Key Note No.

Window Type01

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

C L o c a l R e v it F ile s \5

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13-AE301.03

BUILDING SECTIONS INSTALL NEW BOILERS IN

BUILDING 13

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-18-302

2021-09-03 JBS/MKL EXB/JTK553-19-KS

100% BID SHEET

FULLY SPRINKLERED

1/4" = 1'-0"D1 BUILDING SECTION

KEYED NOTES

228 SAFETY GUARDRAIL AT WALL OPENING ATTACHED TO

EXISTING WALL

300 TPO ROOF ON 5/8" COVER BOARD & CONC. DECK ON STEEL

301 LIMESTONE COPING

302 MASONRY WALL

304 CONCRETE FLOOR SLAB

305 CATWALK PLATFORM

306 CONCRETE SLAB WITH SUPPORT - REF. STRUCTURAL

308 STL HEADER FOR MASONRY WALL SUPPORT; REF.

STRUCTURAL DWGS

309 STRUCTURAL FRAMING; REF. STRUCT. DWGS

310 OPEN BEYOND

1/4" = 1'-0"F1 LONGITUDINAL SECTION

LEGEND

MAIN LEVEL

6'-8"

DEFG

BASEMENT

-11'-4"

UPPER ROOF PARAPET

41'-11 3/4"

13-AE312.02

F3

13-AE313.02

F5

H

UPPER ROOF - H.P.

40'-5 3/4"

UPPER ROOF - L.P.

39'-6 3/4"

JK

CONTROL

ROOM

M-8

CORRIDOR

M-16

EQUIPMENT

ROOM

M-17

STORAGE

13-42

NEW PUMP

ROOM

B-3

213A

2591 mm (8' - 6") m m

9'

MAIN LEVEL

6'-8"

D E F G

UPPER ROOF PARAPET

41'-11 3/4"

CATWALK LEVEL

17'-4"

13-AE312.02

F1

H

UPPER ROOF - H.P.

40'-5 3/4"

UPPER ROOF - L.P.

39'-6 3/4"

J K

BOILER

ROOM

M-18

13-AE313.02

F5

1314 mm (4' - 3 3/4")425 mm (1' - 4 3/4") m m

2' m m

MAIN LEVEL

6'-8"

DEFG

LOW PARAPET

24'-0"

13-AE313.02

F1

13-AE312.02

F5

H

LOW ROOF - H.P.

21'-9"

LOW ROOF - L.P.

20'-9 3/4"

JK

TRANSFORMER

ROOM

M-14

GENERATOR

ROOM

M-15

Door/Room No.

Key Note No.

Window Type01

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

C L o c a l R e v it F ile s \5

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13-AE302.02

BUILDING SECTIONS INSTALL NEW BOILERS IN

BUILDING 13

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-18-302

2021-09-03 JBS/MKL EXB/JTK553-19-KS

100% BID SHEET

FULLY SPRINKLERED

1/4" = 1'-0"F1 BUILDING SECTION

1/4" = 1'-0"F5 BUILDING SECTION

1/4" = 1'-0"B5 BUILDING SECTION

KEYED NOTES

118 ACCESS LADDER ATTACHED TO WALL

121 MTL LOUVER; REF. MECHANICAL

300 TPO ROOF ON 5/8" COVER BOARD & CONC. DECK ON

STEEL

301 LIMESTONE COPING

302 MASONRY WALL

304 CONCRETE FLOOR SLAB

305 CATWALK PLATFORM

306 CONCRETE SLAB WITH SUPPORT - REF.

STRUCTURAL

SHOP LEVEL

0"

TUNNEL LEVEL

-6'-0"

MAIN LEVEL

6'-8"

INTERM. ROOF - L.P.

28'-2 1/2"

INTERM. ROOF - H.P.

29'-2 1/2"

DCBA

E F G

UPPER ROOF PARAPET

41'-11 3/4"

CATWALK LEVEL

17'-4"

H J K

BREAK

AREA

M-5

LOCKER

ROOM

M-3

BOILER

ROOM

M-18

STORAGE

B-2

EXISTING

PUMP ROOM

B-1

301301

305 305

TUNNEL LEVEL

-6'-0"

MAIN LEVEL

6'-8"

DCBA

E F G

BASEMENT

-11'-4"

UPPER ROOF PARAPET

41'-11 3/4"

CATWALK LEVEL

17'-4"

H J K

CONTRACTOR

TOUCHDOWN

M-6

PASSAGE

M-7

TOILET

M-1

EXISTING

PUMP ROOM

B-1

CONTROL

ROOM

M-8

EQUIPMENT

ROOM

M-17

NEW PUMP

ROOM

B-4

AE503

B1

STORAGE

C-1

Door/Room No.

Key Note No.

Window Type01

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

C L o c a l R e v it F ile s \5

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P M

13-AE303.03

BUILDING SECTIONS INSTALL NEW BOILERS IN

BUILDING 13

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-18-302

2021-09-03 JBS/MKL EXB/JTK553-19-KS

100% BID SHEET

FULLY SPRINKLERED

1/4" = 1'-0"D1 SECTION AA

1/4" = 1'-0"F4 SECTION BB

KEYED NOTES

300 TPO ROOF ON 5/8" COVER BOARD & CONC. DECK ON STEEL

301 LIMESTONE COPING

302 MASONRY WALL

304 CONCRETE FLOOR SLAB

305 CATWALK PLATFORM

306 CONCRETE SLAB WITH SUPPORT - REF. STRUCTURAL

308 STL HEADER FOR MASONRY WALL SUPPORT; REF.

STRUCTURAL DWGS

R E

F

D

C

B

A

E7E6E5

293 SF

CONTRACTOR TOUCHDOWN

M-6

CMU/GWB/P-1

RB AT GWB

C-1

61 SF

LOCKER ROOM

M-3

CMU/GWB/P-1

RB AT GWB

C-1

37 SF

SHOWER ROOM

M-4

CMU/GWB/P-1

C-1

292 SF

BREAK AREA

M-5

CMU/GWB/P-1

RB AT GWB

C-1

64 SF

PASSAGE

M-7

CMU/GWB/P-1

RB AT GWB

C-1 m m

/2

1524 mm (5'-0") m m

4307 mm (14'-1 1/2") m m

4' m m

/8 m m

3'

/2

4277 mm (14'-0 3/8")

G3d

S

G3d

S

F3d

S F3d

S

G3d

S

M8d

G3p

M8d

13-AE205.03

B5

B1D1

D5

13-AE205.03F7 F3

F5

406 mm (1'-4") 3048 mm (10'-0") +/- 1062 mm (3'-5 7/8") m m

/4 m m

330 mm (1' - 1") +/- 1705 mm (5' - 7 1/8")

F6d

T

F6d

T

F2d

T m m

1'

1572 mm (5' - 1 7/8") m m

1'

F6d

T m m

3'

/2

CT-3

CT-4

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-1

F-4

F-5

F-5

F-6

F6d

T

F2d

T F2d

T

F3

AE503

13-AE206.033

13-AE206.038

F1 m m

2'

/8

F3d

T

F3d

T

53 SF

TOILET

M-2

CT-2

CT-2

CT-1

42 SF

TOILET

M-1

CT-2

CT-2

CT-1

F3dF3d

2858 mm (9' - 4 1/2")

119 120 121

F3d

G3d

S

F3d

T

F3d

2162 mm (7' - 1 1/8")

1849 mm (6' - 0 3/4") m m

1' m m

1'

CT-6 CT-7

457 mm (1' - 6")30 m m

1'

TYP.

D

C

B

A

E7E6E5 m m

/4

293 SF

CONTRACTOR

TOUCHDOWN

M-6

292 SF

BREAK

AREA

M-5

8'-0"ACT

EQ

37 SF

SHOWER

ROOM

M-4

61 SF

LOCKER

ROOM

M-3

53 SF

TOILET

M-2

42 SF

TOILET

M-1

9'-6"GYP

9'-6"ACT

8'-0"ACT 8'-0"ACT

64 SF

PASSAGE

M-7 7'-2"ACT

9'-6"ACT

EQ EQ EQ EQ

EQEQ

EQ

E Q

E Q

E Q

E Q

E Q

E Q

409 409

D8

AE503

D9

AE503

119 120 121

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

NORTHKEYPLAN

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

C L o c a l R e v it F ile s \5

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13-AE403.03

ENLARGED FLOOR PLAN/RCP INSTALL NEW BOILERS IN

BUILDING 13

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-18-302

2021-09-03 JBS/MKL EXB/JTK553-19-KS

100% BID SHEET

FULLY SPRINKLERED

1/2" = 1'-0"F1 BREAK, SHOWER, LOCKER, TOILET ENLARGED PLAN

1. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND HEIGHT

PLACEMENT.

2. COORDINATE ABOVE CEILING WORK TO ENSURE ADEQUATE SPACE FOR INSTALLATION

OF EACH TRADE ITEM AND TO ALLOW FOR SERVICE ACCESS FOLLOWING

INSTALLATION.

3. CLEAN, REPLACE LENSES TO MATCH NEW AND RELAMP FIXTURES INDICATED TO BE

RELOCATED.

4. COORDINATE LOCATION OF SPRINKLER HEADS WITH LIGHTING, AIR DEVICES AND

OTHER CEILING MOUNTED ITEMS.

5. SEISMICALLY BRACE NEW AND EXISTING CEILING IN ACCORDANCE WITH APPLICABLE

CODE REQUIREMENTS. SEISMICALLY BRACE AND SUPPORT CEILING MOUNTED LIGHT

FIXTURES ON MAIN "T" OF GRID. SEISMICALLY BRACE NEW AND EXISTING FIRE

SPRINKLER PIPING.

6. CENTER CEILINGS AND FIXTURES IN SPACE U.N.O.

7. PAINT EXPOSED EDGES OF FIELD CUT CEILING TILES TO MATCH THE FACTORY FINISH.

8. PROVIDE ACCESS PANELS AS REQUIRED BY BUILDING CODE OR AS NEEDED FOR

ACCESS TO VALVES, VANES AND OTHER SERVICE AND ADJUSTMENT POINTS IN ABOVE

CEILING SYSTEMS.

9. FURNITURE FURBISHED BY THE VA.

GENERAL CEILING NOTES

1/2" = 1'-0"F5 BREAK, SHOWER, LOCKER, TOILET RCP

KEYED NOTES

113 INTERIOR WINDOW WALL WITH TEMPERED GLAZING

125 ACCESSIBLE DRINKING FOUNTAIN

135 SINK; RE PLUMBING

136 SHOWER; RE PLUMBING

143 CONC. STEPS W/ 6" RISERS & 12" TREADS, POURED WITH FLOOR

SLAB; C-1 FINISH

257 LOCKER WITH 4" BASE OF 2X4 & 1/2" PLYWOOD, LOCKER SIZE

12"W X 18"D X 72"H; REF. ELEVATIONS AND SPECIFICATIONS

409 EXTEND WALL TO UNDERSIDE OF DECK ABOVE

A

E2E1

597 mm (1'-11 1/2") m m

S T

A

IR

m m

6 TREADS @ 11" EA.

D O

C K m m

DOCK

2591 mm (8'-6")

305 mm (1'-0")

402402

228 mm (9")1067 mm (3'-6") 1067 mm (3'-6")229 mm (9")

C

B

A

E7

CONC. SLAB

1524 mm (5'-0")

RAMP

1321 mm (4'-4")

RAMP

1321 mm (4'-4")

RAMP

1321 mm (4'-4")

STAIR

1422 mm (4'-8")

:2

S

L O

P E

:2

S

L O

P E

:2

S

L O

P E m m

L A

N D

IN

G m m m m m m

2744 mm (9'-0")

L A

N D

IN

G m m

2743 mm (9'-0")

T

H R

E A

D S

E A

401401

402 402 402 402

402 402 m m m m

406 406

406406

406 406

406 406

406 406 406

6'-8"

5'-2"

5'-2"

3'-5" 3'-8"

3'-0"

B3

13-AE404.03

m m

3' m m

3" m m

4"

M

A X m m

2'

1"

102 mm (4") OC MAX, TYP

EQUALLY SPACED

m m

3'

76 mm (3") CLEAR

SLOPE 1:20, MAX

m m

3'

CL CL

114 mm (4 1/2") m m

3'

76 mm (3") m m

3' m m

1'

")91 m m

3'

1 1/2" D HOT-DIPPED

GALVANIZED STEEL

RAILING

RAILING POST SET IN 6-IN

MIN. GALV. STEEL

SLEEVE W/CLOSED END

EMBEDDED IN CONC.

STEM WALL - SET POST IN

SLEEVE W/NON-SHRINK

METALLIC GROUT

TOP OF WALL EL

VARIES.

RE STRUCTURAL

TOP OF RAMP

EL VARIES.

RE STRUCTURAL

m m

3"

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

NORTHKEYPLAN

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

C L o c a l R e v it F ile s \5

-1

-K

S

W ic h it a V

A M

C B o ile rs E rm in

.r v t

/3

/2

:4

:4

P M

13-AE404.03

ENLARGED FLOOR PLAN/RCP INSTALL NEW BOILERS IN

BUILDING 13

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-18-302

2021-09-03 JBS/MKL EXB/JTK553-19-KS

100% BID SHEET

FULLY SPRINKLERED

1/2" = 1'-0"D3 SOUTH STAIR ENLARGED PLAN

1/2" = 1'-0"F6 EAST RAMP ENLARGED PLAN

GENERAL NOTES

KEYED NOTES

400 CONCRETE RAMP LANDING

401 CONCRETE RAMP

402 METAL GUARDRAIL

403 CONCRETE STAIR AND GUARDRAILS

404 CONCRETE SLAB

405 METAL SWING GATE

406 CONCRETE SLAB CONTROL JOINT AT 8 FOOT MAX. SPACING

1. REFER TO SHEET AE502 FOR STAIR DETAILS.

1" = 1'-0"B3 ACCESSIBLE GUARDRAIL ELEVATION DETAIL

1" = 1'-0"B1 ACCESSIBLE RAMP GUARDRAIL SECTION

10'-0" MAX 10'-0" MAX

UP

ASSEMBLY DESIGNATION

F FURRING (1-LAYER ONE SIDE ONLY)

G GWB (1-LAYER EA. SIDE)

H GWB (2-LAYERS EA. SIDE)

M MASONRY

STRUCTURE SIZE

1 1 5/8" METAL STUD

3 3 5/8" METAL STUD

4 3-5/8" BLOCK

6 6" METAL STUD / 5-5/8" BLOCK

8 8" METAL STUD / 7 5/8" BLOCK

SECTION TYPE

a ABOVE (STRUCTURE TO DECK, FINISH STOPS ABOVE CLG.)

d DECK (STRUCTURE AND FINISH EXTENDS TO DECK) s SMOKE BARRIER (ONE SIDE OF FINISH EXTENDS TO DECK)

QUALIFIER

S SOUND ATTENUATION BATTS

T THERMAL INSULATION

X STEEL SECURITY SCREEN MESH

(INTERIOR SIDE)

ASSEMBLY DESIGNATION

STRUCTURE SIZE

SECTION TYPE

QUALIFIER

G3d

S

1 HR FIRE

CEILING LINEPERMANENT RED PAINT

LETTERING - TYP

NOTES FOR STENCILING:

1. LETTERED STENCILS SHALL BE APPLIED TO EACH SIDE OF RATED BARRIERS AT

10'-0" INTERVALS; BUT NO LESS THAN ONCE PER BARRIER LENGTH.

2. USE THE FOLLOWING LANGUAGE FOR STENCILS:

"1HR FIRE" "2HR FIRE"

FIRE BARRIER TYPE

FIRE BARRIER TYPE

1 1 - HOUR FIRE

2 2 - HOUR FIRE

FINISHED FLOOR

SEALANT

(1) LAYER 5/8" TYPE "X"

GWB AT EACH SIDE

STEEL STUD FRAMING (SEE GENERAL

NOTES & ASSEMBLY LEGEND)

INSULATION (SEE FLOOR PLAN)

FINISHED CEILING (SEE RCP)

SEALANT (FIRE RESISTIVE

JOINT SYSTEM AT RATED

PARTITIONS)

DEFLECTION TRACK

UNDERSIDE OF

STRUCTURE ABOVE

SEE SCHEDULE

GYP BD (1 LAYER EACH SIDE)1 1/2" = 1'-0"G#dASSEMBLY DESIGNATION - G#d SERIES

FOR PARTITIONS TAGGED

WITH A "S" QUALIFIER,

PROVIDE A MINIMUM OF 3-1/2"

SAB TO ACHIEVE A STC - 45 IN

ACCORDANCE WITH TEST

NUMBER NGC-2013004.

CMU (SEE SCHEDULE FOR

SIZE)

FINISHED CEILING (SEE RCP)

SEE STRUCT. DWGS FOR BRACE DETAIL

COMPRESSIBLE FILLER W/ SEALANT

(FIRE RESISTIVE JOINT SYSTEM AT

RATED PARTITIONS)

UNDERSIDE OF STRUCTURE ABOVE

HORIZONTAL REINFORCING

REQUIRED

SEE SCHEDULE

CMU PARTITION1 1/2" = 1'-0"M#dASSEMBLY DESIGNATION - M SERIES

REINFORCED BOND BEAM

REINFORCED CMU WALL

REQUIRED

NOTE:

SEE STAIR PLANS AND SECTIONS FOR

TREAD AND RISER DIMENSIONS

STEEL GRATE TREAD

w/ 4" H. TOE KICK

STEEL CHANNEL STRINGER -

(SIZED TO ACCOMODATE PIPE

RAIL)

279 mm (11")

25 mm (1") m m

1/

2"

R

IS

E R m m

3/

4" m m

1'

-6 m m

1'

-6 m m

6"

1 1/2" O.D. SCHED 40 STEEL PIPE

HANDRAILS & POSTS - WELD ALL

CONNECTIONS

NOTE:

SEE STAIR PLANS AND SECTIONS FOR

TREAD AND RISER DIMENSIONS

EDGE OF STAIR

NOSING BELOW

CONC. SLAB

STEEL GRATE TREAD

w/ 4" H. TOE KICK

STEEL CHANNEL

STRINGER - (SIZED TO

ACCOMODATE PIPE RAIL)

STEEL ANGLE (LENGTH

AS REQ'D.) WELD TO

STRINGER AND

ANCHOR BOLT TO SLAB

RETURN HANDRAIL

TO POST

305 mm (1'-0") m m

6" m m

1' -6 m m

1' -6

R

IS

E

R m m

1/

2"

279 mm (11")

25 mm (1")

1 1/2" SCHED 40 STEEL PIPE

HANFRAIL , GUARD & POSTS -

WELD ALL CONNECTIONS

m m

3/

4" m m

1'

-4

/4 m m

1'

-7

/4

1/4" THICK STEEL

CLOSURE PLATE

STEEL GRATE TREAD

w/ 4" H. TOE KICK

STEEL CHANNEL STRINGER - (SIZED

TO ACCOMODATE PIPE RAIL)

NOTE:

SEE STAIR PLANS AND SECTIONS FOR

TREAD AND RISER DIMENTIONS

1 1/4" DIA. (1 5/8" O.D.) STEEL

PIPE HANDRAIL

m m

1/

2"

R

IS

E R m m

1'

-6 m m

1'

-6 m m

6"

279 mm (11") 25 mm (1") m m

3/

4"

1 1/4" DIA. (1 5/8" O.D.)

STEEL PIPE HANDDRAIL & POSTS -

WELD ALL CONNECTIONS

76 mm (3")

STEEL GRATE TREAD

w/ 4" H. TOE KICK

STEEL CHANNEL STRINGER -

(SIZED TO ACCOMODATE PIPE

RAIL)

NOTE:

SEE STAIR PLANS AND SECTIONS FOR

TREAD AND RISER DIMENTIONS

279 mm (11")

25 mm (1") m m

1/

2"

R

IS

E R m m

3/

4" m m

1'

-6 m m

1'

-6

1 1/4" DIA. (1 5/8" O.D.)

STEEL PIPE HANDRAIL &

POSTS - WELD ALL

CONNECTIONS

75 mm (3") m m

1'

-6 m m

1'

-6 m m

6"

CONC SLAB.

RE STRUCTURAL

OPENING FRAMING.

RE STRUCTURAL

1 1/4" DIA. STEEL PIPE

HANDRAIL

1/4" x 3 1/2" DIA. ROUND STEEL PLATE w/ (3) 1/4"

FLATHEAD SCREWS

COUNTERSUNK

3/4" DIA. BAR -

WELD TO PLATE

m m

1/

2"

EASE ALL EDGES

NOTE:

HANDRAIL BRACKETS TO BE EQUALLY

SPACED, 4'-0" O.C. MAX.

1 1/2" DIA. STEEL PIPE

HANDRAIL

1/4" x 3 1/2" DIA. ROUND STEEL PLATE w/ (3) 1/4"

FLATHEAD SCREWS

COUNTERSUNK

3/4" DIA. BAR -

WELD TO PLATE

EASE ALL EDGES

NOTE:

HANDRAIL BRACKETS TO BE EQUALLY

SPACED, 4'-0" O.C. MAX.

m m

1/

2"

305 mm (1' - 0")

A L

IG

N W

T

O P

R

IS

E

R

1-1/2" DIA. STEEL

PIPE HANDRAIL

m m

1/ 2" m m

1/

4"

152 mm (6") 152 mm (6")

3/4" DIA. BAR

RETURN HANDRAIL

TO WALL

J

914 mm (3'-0")

914 mm (3'-0")

C2

AE501

U P

T

C

T

W A

L K

D O

W N

T

B

S

E M

E N

T

MAIN LEVEL

6'-8"

BASEMENT

-11'-4"

CATWALK LEVEL

17'-4"

JK

M

IN

AE501

E3

AE501

F5

309 309309

N

O T

V

IS

IB

LE

R

IS

E R

S

E A

E

A

R

IS

E

R S

E

A

R

IS

E

R S

1" E

A

R

IS

E

R S

E

A

R

IS

E

R S

1387 mm (4' - 6 5/8") 4108 mm (13' - 5 3/4") 1311 mm (4' - 3 5/8")

MAIN LEVEL

6'-8"

BASEMENT

-11'-4"

E

A

R

IS

E

R S

E

A

R

IS

E

R S

309309

FINISHED FLOOR

SEALANT

(1) LAYER OF 5/8"

GWB

INSULATION (SEE FLOOR

PLAN)

FINISHED CEILING (SEE

RCP)

UNDERSIDE OF

STRUCTURE ABOVE

LINE OF NEW OR EXISTING

PARTITION OR SUBSTRATE

(WHERE OCCURS)

SEE SCHEDULE

SEE SCHEDULE

FURRING1 1/2" = 1'-0"F#dASSEMBLY DESIGNATION - F#d SERIES

K

C6

AE501

914 mm (3' - 0") m m

3'

914 mm (3' - 0")

T

R E

A D

S

1"

E A

7 TREADS @ 11" EA.

T

R E

A D

S

1"

E A

953 mm (3' - 1 1/2") LANDING m m

3'

L

A N

D

IN

G m m

3'

L

A N

D

IN

G

953 mm (3' - 1 1/2") LANDING

WOOD BLOCKING

362MW-48 @ 32" CC BY THE STEEL

NETWORK ATTACH TO STEEL STUD.

REFER TO STRUCT DRWGS FOR

ATTACHMENT TO FLOOR SLAB.

GWB

RUNNER TRACK

FINISHED FLOOR

SEALANT

STEEL STUD FRAMING

(SEE SCHEDULE)

(1) LAYER OF 5/8"

GWB AT EACH SIDE

GYP BD (1 LAYER EACH SIDE)1 1/2" = 1'-0"G#pASSEMBLY DESIGNATION - G#p SERIES

TWO HOUR FIRE BARRIER

CONSTRUCTION

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

C L o c a l R e v it F ile s \5

-1

-K

S

W ic h it a V

A M

C B o ile rs E rm in

.r v t

/3

/2

:4

:0

P M

AE501

ASSEMBLY TYPES & STAIR DETAILS INSTALL NEW BOILERS IN

BUILDING 13

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-18-302

2021-09-03 JBS/MKL EXB/JTK553-19-KS

100% BID SHEET

FULLY SPRINKLERED

GENERAL NOTES

1. SEAL ALL OPENINGS, GAPS, PENETRATIONS AND JOINTS IN ASSEMBLIES TYPES AS

FOLLOW:

A. FIRE BARRIERS: SEAL IN ACCORDANCES WITH THE REQUIREMENTS

SPECIFIED FOR THROUGH PENETRATION FIRESTOP SYSTEMS AND FIRE

RESISTIVE JOINTS SYSTEMS.

B. OTHER LOCATIONS: SEAL AS INDICATED AND REQUIRED ELSEWHERE BY THE

CONTRACT DOCUMENTS. SOUND SEAL ALL MECHANICAL, ELECTRICAL,

PLUMBING AND FIRE PROTECTION PENETRATIONS OF SOUND PARTITIONS TO

MEET THE REQUIREMENTS OF THE ROOM.

2. SECTION TYPE REFERENCES APPLY TO THIS SHEET, UNLESS OTHERWISE NOTED.

3. FIRE RATING TEST NUMBERS ARE FOR UNDERWRITERS' LABORATORIES (UL)

ASSEMBLIES, UNLESS OTHERWISE NOTED

4. SEE LIFE SAFETY PLAN FOR LOCATIONS AND RATINGS OF SMOKE AND FIRE-RATED

BARRIERS. REFERENCED TEST NUMBERS APPLY ONLY TO PARTITIONS INDICATED

TO BE RATED.

5. ALL STUDS TO BE 20 GUAGE AT 16" O.C.

6. PROVIDE STENCILED IDENTIFICATION OF RATED BARRIERS

ASSEMBLY TYPE LEGEND

PARTITION TYPE SCHEDULE M#d

TYPE

PART.

THICK.

FIRE

RESISTANCE

NOTES

RATING

(MIN)

TEST

NUM

M8d 7 3/4" 120 U906

PARTITION TYPE SCHEDULE G#a

TYPE

PART.

THICK.

FIRE RESISTANCE

NOTES

RATING

(MIN)

TEST

NUM

G3d 5"

INTERIOR ASSEMBLY TYPESMETAL STAIR ENLARGED PLANS AND SECTIONS

METAL STAIR DETAILS

3/4" = 1'-0"F3 STAIR DETAIL 3/4" = 1'-0"F5 STAIR DETAIL

3/4" = 1'-0"E5 STAIR DETAIL

3/4" = 1'-0"E3 STAIR DETAIL

3" = 1'-0"F1 HANDRAIL DETAIL AT WALL

3" = 1'-0"E1 HANDRAIL EXTENSION AT WALL

1/2" = 1'-0"C1 ENLARGED STAIR PLAN

1/4" = 1'-0"C2 STAIR SECTION

1/2" = 1'-0"C6 STAIR SECTION

7 5/8"

PARTITION TYPE SCHEDULE F#a

TYPE

PART.

THICK.

FIRE RESISTANCE

NOTES

RATING

(MIN)

TEST

NUM

F2d 3 1/4"

F3d

F6d 6 1/2"

1/2" = 1'-0"C4 ENLARGED BASEMENT STAIR PLAN

KEYED NOTES

103 STEEL GRATE OPEN STAIRS AND LANDING

309 STRUCTURAL FRAMING; REF. STRUCT. DWGS

PARTITION TYPE SCHEDULE G#p

TYPE

PART.

THICK.

FIRE RESISTANCE

NOTES

RATING

(MIN)

TEST

NUM

G3p 5"

PANEL

WIDTH

PANEL

WIDTH

1 1/2" DIA.

SCHEDULE 40 PIPE

(1.9" OD) RAILING

COORD. ALL CONC

CONSTRUCTION w/

STRUCT DWGS

SEALANT OVER 1/2"

EXP JT TYPE @

ADJACENT SLABS

E

Q . R

IS

E

R S

6 TREADS @ 11" = 1676 mm (5' - 6") m m

3' m m

3' m m

2'

0"

57 mm (2 1/4") 57 mm (2 1/4") m m

2'

0"

PROVIDE COARSE

BROOM FINISH ON

ALL STAIRS

COORD. ALL CONC

CONSTRUCTION w/

STRUCT DWGS

SLOPE LANDING

2% MAX. AWAY

FROM BLDG

SET RAILING IN

NONSHRINK

GROUT MIN 4"

EMBEDMENT IN

PVC SLEEVES

1 1/2" DIA. SCHEDULE

40 PIPE (1.9" OD)

RAILING WELDED TO

GUARD RAILING

F.F.

0' - 0"

SLOPE LANDING

2% MAX. AWAY

FROM BLDG

COORD. ALL CONC

CONSTRUCTION w/

STRUCT DWGS

1 1/2" DIA. SCHEDULE

40 PIPE (1.9" OD)

RAILING MOUNTED TO

WALL w/ 1/4" x 4" DIA

STL PLATE @

BOTTOM ANCHOR w/

(3) 1/4" EXP BOLTS

FACE OF BUILDING

6 TREADS @ 11" = 1676 mm (5' - 6") 305 mm (1' - 0")

E

Q . R

IS

E

R S

SEALANT OVER 1/2"

EXP JT TYPE @

ADJACENT SLABS

PROVIDE COARSE

BROOM FINISH ON

ALL STAIRS

COORD. ALL CONC

CONSTRUCTION w/

STRUCT DWGS

SEALANT OVER 1/2"

EXP JT TYP @

ADJACENT SLABS

m m

2'

0"

305 mm (1' - 0") m m

2'

0"

1'-0"

305 mm (1' - 0") MIN m m

3'

2" SQ STEEL HANDRAIL, FIN. PER SCHED.

RETURN TO WALL OR POST AT ENDS) - TYP

1 1/2" DIA. STL. PIPE HANDRAIL, FIN. PER SCHED.

(RETURN TO WALL OR POST AT ENDS) TYP

1/2" SQUARE BENT STL. BAR BRACKET @ 5'-0"

O.C., PTD. PER SCHED. - TYP

1 1/2" SQ. STL. PIPE, PTD. PER SCHED. - TYP

3/4" DIA. STL, BAR @ 4" O.C., PTD. PER SCHED.

57 mm (2 1/4") m m

2" m m

5" m m

2' m m

3" m m

6" m m

3' m m

3'

57 mm (2 1/4")

RE: PARTITION TYPES

SEALANT & BACKER ROD

EACH SIDE

ALUMINUM STICK FRAME

GLASS AS SCHEDULED

SHIM

RE: PARTITION TYPES

SEALANT & BACKER

ROD EACH SIDE

ALUMINUM

STICK FRAME

GLASS AS SCHEDULED

RE: PARTITION TYPES

SEALANT & BACKER

ROD EACH SIDE

ALUMINUM STICK

FRAME

GLASS AS SCHEDULED

SHIM

CMU (BEYOND)

CMU

CMU LINTEL

13 mm (1/2")

92 mm (3 5/8") 51 mm (2")

295 mm (11 5/8")

76 mm (3") 362 mm (1' - 2 1/4")

CONT WEATHER

RESISTANT BARRIER

FLASHING

SHIM

CONT BACKER ROD

AND SEALANT, EA SIDE

THERMALLY BROKEN

ALUM FRAME W/

TINTED INSUL GLASS

WEEP @ 24" OC MAX

MORTAR NET

STUD & GYP. BD.;

REF. PLANS FOR

LOCATIONS

RETURN FACE BRICK @ JAMB

REINFORCED CMU

@ JAMB

m m

5/

8" m m

2" m m

/8 m m

1'

/4

51 mm (2")

10 mm (3/8") m m m m m m

/4

SHIM

THERMALLY BROKEN ALUM

FRAME W/ TINTED INSUL GLASS

CONT BACKER ROD AND

SEALANT, EA SIDE

STUD & GYP. BD.;

REF. PLANS FOR

LOCATIONS

CAST STONE SILL

m m

4" m m

1"

127 mm (5") 45 mm (1 3/4")

DRIP

EXP. BOLT TO SILL

38 mm (1 1/2")

92 mm (3 5/8") 51 mm (2")

295 mm (11 5/8")

76 mm (3") 61 mm (2 3/8")

181 mm (7 1/8")

SHIM

SUB-SILL PAN W/ DRIP

m m

5"

THERMALLY BROKEN

ALUM FRAME W/

TINTED INSUL GLASS

CMU LINTEL

STUD & GYP. BD.;

REF. PLANS FOR

LOCATIONS

m m

1"

C

LR

L 3"X4"X1/4"

SUPPORT BRACKET

406 mm (1' - 4") m m

1'

T Y

P m m

1'

3/8" X 2" BAR CONTINUOUS

EACH SIDE (TYP. OF 2)

3/4" DIA. NON-SLIP

STEEL LADDER RUNGS

AT 12" O.C.

L 7"x4"x3/8" WALL BRACKET @

6'-0" O.C. EXP. ANCHORED TO

WALL AND WELDED TO CONT.

BAR (TYP. BOTH SIDES)

m m

4'

610 mm (2' - 0")

EASE EDGES AT TOP

m m

3'

SAFETY CHAIN RATED

FOR 250 LBS LOAD

TOP OF PLATFORM

BEYOND

L 3"X4"X1/4"

SUPPORT

BRACKET

m m

1"

C

LR

406 mm (1' - 4") m m

1'

T Y

P m m

1'

3/8" X 2" BAR CONTINUOUS

EACH SIDE (TYP. OF 2)

3/4" DIA. NON-SLIP

STEEL LADDER RUNGS

AT 12" O.C.

L 7"x4"x3/8" WALL BRACKET @

6'-0" O.C. EXP. ANCHORED TO

WALL AND WELDED TO CONT.

BAR (TYP. BOTH SIDES)

m m

6' m m

6' m m

2'

610 mm (2' - 0")

EASE EDGES

AT TOP

m m

2'

SAFETY CHAIN

RATED FOR

250 LBS LOAD

TOP OF

CATWALK

BEYOND

TILT-UP CONC.

WALL PANEL

3/4" DIA.

EXPANSION BOLTS

2 1/2" X 1/4" STEEL

BENT PLATE (PT.)

m m

1'

M A

X m m

1'

MIN.

203 mm (8")

R E

F . E

LE

V

1" X 1/4" STEEL FLAT

BARS BOLTED TO

STRINGERS

3/4" DIA. NON-SLIP STEEL

BARS (PT.)

SEALANT AROUND BENT

PLATE TYP.

TILT-UP CONC.

WALL PANEL

3/4" DIA. EXPANSION

BOLTS

2 1/2" X 1/4" STEEL

BENT PLATE (PT.)

76 mm (3") MAX.

M A

X m m

1'

MIN.

203 mm (8") m m

3'

0"

3/8" X 2" BAR CONTINUOUS

EACH SIDE (TYP. OF 2)

3/4" DIA. NON-SLIP STEEL

LADDER RUNGS AT 12" O.C.

508 mm (1' - 8")

254 mm (10") 254 mm (10")

8" M

IN

L 7"x4"x3/8" WALL BRACKET @

6'-0" O.C. EXP. ANCHORED TO

WALL AND WELDED TO CONT.

BAR (TYP. BOTH SIDES)

CL

C L

EXIST. WALL

(BEYOND)

EXISTING

WALL

76 mm (3") 362 mm (1' - 2 1/4")

EXIST. FLASHING,

VERIFY IN FIELD

SHIM OR PROVIDE

BLOCKING AS REQ.

CONT BACKER ROD

AND SEALANT, EA SIDE

THERMALLY BROKEN

ALUM FRAME W/

TINTED INSUL GLASS

STUD & GYP. BD.;

REF. PLANS FOR

LOCATIONS

EXISTING WALL

51 mm (2")

10 mm (3/8") m m m m m m

/4

SHIM OR PROVIDE

BLOCKING AS REQ.

THERMALLY BROKEN ALUM

FRAME W/ TINTED INSUL GLASS

CONT BACKER ROD AND

SEALANT, EA SIDE

STUD & GYP. BD.;

REF. PLANS FOR

LOCATIONS

76 mm (3") 61 mm (2 3/8")

SHIM OR PROVIDE

BLOCKING AS REQ.

SUB-SILL PAN W/ DRIP

THERMALLY BROKEN

ALUM FRAME W/

TINTED INSUL GLASS

EXISTING WALL

STUD & GYP. BD.;

REF. PLANS FOR

LOCATIONS

1/2" = 1'-0"F4 EXTERIOR MONOLITHIC STAIR DETAILS

1 1/2" = 1'-0"F2 RAILING SECTION

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

C L o c a l R e v it F ile s \5

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AE502

WINDOW & STAIR DETAILS INSTALL NEW BOILERS IN

BUILDING 13

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-18-302

2021-09-03 JBS/MKL EXB/JTK553-19-KS

100% BID SHEET

FULLY SPRINKLERED

3" = 1'-0"B5 SECTION @ FIXED GLASS HEAD

3" = 1'-0"C5 SECTION @ FIXED GLASS JAMB

3" = 1'-0"D5 SECTION @ FIXED GLASS SILL

1 1/2" = 1'-0"B9 WINDOW HEAD DETAIL

1 1/2" = 1'-0"C9 WINDOW JAMB DETAIL

1 1/2" = 1'-0"D9 WINDOW SILL DETAIL

1" = 1'-0"C2 BASEMENT LADDER ELEVATION

1" = 1'-0"E1 CATWALK LADDER ELEVATION

3/4" = 1'-0"B4 CATWALK LADDER DETAIL

3/4" = 1'-0"D3 BASEMENT LADDER DETAIL

1 1/2" = 1'-0"B7 WINDOW HEAD DETAIL @EXIST. WALL

1 1/2" = 1'-0"C7 WINDOW JAMB DETAIL @EXIST. WALL

1 1/2" = 1'-0"D7 WINDOW SILL DETAIL @EXIST. WALL

CONT WEATHER RESISTANT BARRIER

FACE BRICK

2" AIR GAP

MASONRY TIES. RE STRUCTURAL

12" CMU WALL. RE STRUCTURAL

STEEL FRAMING. RE STRUCTURAL

m m

/8 m m m m

/8 m m

/4 m m

/8

K

314 mm (1'-0 3/8")

D

E

FACE BRICK

2" AIR GAP

MASONRY TIES. RE STRUCTURAL

12" CMU WALL. RE STRUCTURAL

STEEL FRAMING. RE

STRUCTURAL

m m

1'

/4 m m

5/

8" m m

5/

8" m m

2" m m

/8

6"x 6" CONCRETE COLLAR

REMOVABLE SQUARE

KEY WRENCH

REMOVABLE

COVER PLUG

SLAM LOCK W/ CABLE

& PULL HANDLE

TERRAZZO REINF.

WIRE MESH 3/8" MAX.

1/4 ALUMINUM COVER

STAINLESS STEEL 3"

PIANO HINGE

HOLD OPEN/ SELF CLOSING

PNEUMATIC CYLINDER

/4" ALUMINUM CHANNEL W/

EXTRUDED 1" ANCHOR FLANGE

1/8 DIA. NEOPRENE CONTINOUS

BUMPER ALL AROUND

1" MAX RECESS

1/2" MIN CONCRETE

IN PAN REQUIRED FOR

FIRE RATING

1218 mm (4' - 0") CLEAR 153 mm (6")

76 mm (3")

25 mm (1") m m

1/

2"

.0

0°

152 mm (6") m m

6"

3/8" CERAMIC OR

PORCELAIN TILE

VINYL TRANSITION STRIP

(JOHNSONITE CTA-XX-P

OR APPROVED EQUAL)

EXPOSED CONCRETE

FLOOR OR SUBSTRATE

SET TRANSITION IN

MANUFACTURE

APPROVED MASTIC

m m

1/

2" m m

9"

152 mm (6")

635 mm (2' - 1")

BLOCKING

AS REQ'D

METAL BRACKET

SOLID SURFACE

COUNTER TOP OVER

1" SUBSTRATE

SCRIBE

AT WALL

BRACKETCL

BRACKETCL

PROVIDE (1) GROMMET AT EACH KNEE

SPACE LOCATION. COORDINATE

FINAL LOCATION W/ OWNER

METAL BRACKET

ELEVATION VIEW

PLAN VIEW

CONTROL ROOM

PROVIDE 2" RADIUS

AT ALL COUNTERTOP

CORNERS, TYP.

BRACKET SPACING:

3'-0" MAX FOR SOLID SURFACE

BRACKETCL

EQ

914 mm (3' - 0")

914 mm (3' - 0")

914 mm (3' - 0")

914 mm (3' - 0") EQ

BRACKETCL

PLASTIC

LAMINATE EXTERIORS

INTERIOR: WHITE

PANOLAM

PROVIDE 21"

ADJUSTABLE

SHELVES (1" THICK)

WITH HAFELE #

282.04.711 SUPPORTS

AND HOLES 1-1/2" O.C.

FILLER AS REQUIRED

FINISHED CEILING, RE RCP

TOE KICK

P E

R C

E

IL

IN

G

H E

IG

H

T

E X

IS

T

IN

G

W A

LL

WD BLOCKING, TYP.

m m

4"

4" STEEL TOEKICK PLATE

ATTACHED TO CONC. SLAB

1 1/4" DIA. (1 5/8" O.D.)

STEEL PIPE HANDRAIL &

POSTS - WELD ALL

CONNECTIONS

m m

3'

-6

E Q

E Q

C L m m

4"

CONCRETE SLAB, RE.

STRUCTURAL

R E

F E

R E

N C

E C

E

IL

IN

G

P

LA

N F

O R

H E

IG

H

T

REFERENCE FLOOR PLAN FOR LENGTH

FENCE914 mm (3' - 0") GATE

T O

O P

E R

A B

LE

H

A R

D W

A R

E m m

3'

M

A X

GALV. CHAIN-

LINK FENCE

2" GALV.

TERM POST

ANCHOR TO

TOP AND

BOTTOM

WALL OPENING

CHAIN LINK GATE CHAIN LINK MESH TO BE 11 GA. 2" MESH W/ CLASS 1

GALV. ZINC COOATING . BOTTOM SELVEDGE TO BE

KNUCKLED; TOP SELVAGE TO BE TWIST.

1 5/8 " GALV.

TOP RAIL

1 5/8 " GALV.

BOTTOM RAIL

CEILING PER

PLAN / SCHEDULE

DOOR HARDWARE

PER SCHEDULE

STRUCTURAL

FRAMING; REF.

STRUCTURAL

EXISTING

PLATFORM AND

FRAMING

ACT CEILING

PER RCP

ACT CEILING

PER RCP

STRUCTURAL BEAM,

REF. STUCT.

4' STEEL STUDS

@ 16" OC

(1) LAYER OF 5/8"

GWB

EXISTING WALL

EXISTING

PLATFORM AND

FRAMING

ACT CEILING

PER RCP

ACT CEILING

PER RCP

OPENING

HEADER,

REF. STUCT.

6 MIL. POLYETHYLENE SHEET TAPED

CONT. ABOVE CLNG. TO STRUCTURE

ABOVE TO PROVIDE DUST-PROOF

CLOSURE SEPARATION @ PLENUM

CEILING, PER RCP

INDUSTRY STANDARD NEOPRENE SEAL

CONT. @ TOP TRACK - ANCHOR TOP

TRACK TO CLNG GRID USING

TEMPORARY PARTITION HEAD CLIPS

5/8" TYPE "X" GYP. BD. LEVEL 2

FINISH BOTH SIDES ON 3-5/8" MTL.

STUDS @ 2'-0" MAX. FLR TO CLNG

EXIST. DECK ABOVE

CONT. TAPE SEAL

5/8" TYPE "X" GYP. BD. LEVEL 2

FINISH BOTH SIDES ON 3-5/8" MTL.

STUDS @ 2'-0" MAX. FLR TO CLNG

EXIST. DECK OR WALL OPENING

INDUSTRY STANDARD NEOPRENE SEAL

CONT. @ TOP TRACK - ANCHOR TOP

TRACK TO CLNG GRID USING

TEMPORARY PARTITION HEAD CLIPS

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

C L o c a l R e v it F ile s \5

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W ic h it a V

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/3

/2

:4

:2

P M

AE503

DETAILS INSTALL NEW BOILERS IN

BUILDING 13

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-18-302

2021-09-03 JBS/MKL EXB/JTK553-19-KS

100% BID SHEET

FULLY SPRINKLERED

1 1/2" = 1'-0"B8 EXTERIOR WALL CORNER DETAIL

1 1/2" = 1'-0"B5 COLUMN AT EXTERIOR WALL DETAIL

1 1/2" = 1'-0"B1 FLOOR HATCH DETAIL

12" = 1'-0"E5 TILE TO CONCRETE TRANSITION

1 1/2" = 1'-0"F1 SOLID SURFACE COUNTER

1/4" = 1'-0"E1 COUNTERTOP SUPPORT DIAGRAMS

CASEWORK DETAILS

1 1/2" = 1'-0"F3 TALL CABINET - 2 DOOR

3/4" = 1'-0"C5 GUARDRAIL DETAIL

3/4" = 1'-0"F8 TYP CHAIN LINK GATE ELEVATION

1" = 1'-0"D8 CEILING TRANSITION DETAIL

1" = 1'-0"D9 CEILING TRANSITION DETAIL

1" = 1'-0"F5 TEMPORARY DUST PARTITION

1" = 1'-0"F6 TEMPORARY DUST PARTITION (RATED)

UPPER ROOF PARAPET

41'-11 3/4"

MASONRY TIES @ 48@ OC HORZ, 16"

OC VERT: RE STRUCTURAL

RAKED HEAD JOINTS TO 3/8" DEPTH WITH BOND-

BREAK TAPE AND SEALANT. AT EVERY THIRD JOINT,

PROVIDE BACKER ROD AND SEALANT EXPANSION

JOINT IN LIEU OF TYPICAL MORTAR JOINT

EYEHOOK ANCHOR AT HEAD JOINT ATTACHED TO SS

PIN IN COPING STONE - ANCHOR INTO GROUTED

SOLID CMU

PRECAST PARAPET CAP WITH

INTEGRAL DRIP EDGES, EACH SIDE

STAINLESS STEEL FLASHING WITH

DRIP EDGE AND CONT SEALANT

5" METAL FLASHING SUPPORT STRIP

STAINLESS STEEL DRIP EDGE WITH CONT SEALANT

CONT WEATHER RESISTANT BARRIER; WRAP OVER

TOP OF PARAPET STRUCTURE

FACE BRICK

2" AIR GAP

12" CMU. RE STRUCTURAL

TPO ROOF MEMBRANE. WRAP OVER

TOP OF PARAPET STRUCTURE

38 mm (1 1/2") TYP

MORTAR MESH AT BASE OF

TOP COURSE. GROUT SOLID

FOR ANCHOR CAP

STRUCTURAL STEEL

BEAM: RE STRUCTURAL

295 mm (11 5/8")

51 mm (2")92 mm (3 5/8")

438 mm (1'-5 1/4") m m

508 mm (1'-8")

MANUFACTURED LIMESTONE BAND,

MATCH EXISTING SIZE & MATERIAL

MAIN LEVEL

6'-8"

WEEPS @ 32" OC MAX

THROUGH WALL BASE FLASHING

CONT MORTAR MESH AT WALL BASE

CONT WEATHER RESISTANT BARRIER

12" CMU. RE STRUCTURAL

2" AIR GAP

FACE BRICK

REINF CONC FOUNDATION. RE STRUCTURAL

ADJACENT EXTERIOR PAVING. DIMENSION

VARIES: RE CIVIL

X

CONT FIBEROUS EXPANSION JOINT

CRUSHED AGG BASE. RE CIVIL

CONT FLUID APPLIED WATERPROOFING ON

FOUDATION FACE

CONT FIBEROUS EXPANSION JOINT

CONC SLAB ON GRADE. RE

STRUCTURAL

UNDER-SLAB MOISTURE RETARDER

CRUSHED AGG BASE. RE STRUCTURAL

MAIN LEVEL

6'-8"

K

WEEPS @ 32" OC MAX

THROUGH WALL BASE FLASHING

CONT MORTAR MESH AT WALL BASE

CONT WEATHER RESISTANT BARRIER

12" CMU. RE STRUCTURAL

2" AIR GAP

FACE BRICK

REINF CONC FOUNDATION. RE STRUCTURAL

ADJACENT EXTERIOR PAVING.

DIMENSION VARIES: RE CIVIL

CONT FIBEROUS EXPANSION JOINT

CRUSHED AGG BASE. RE CIVIL

FLUID APPLIED MOISTURE BARRIER

CONC ON COMPOSITE METAL DECK.

RE STRUCTURAL

BENT STEEL PLATE ANCHORED TO

FOUNDATION. RE STRUCTURAL

FLEXIBLE JOINT FILLER

E F

UPPER ROOF PARAPET

41'-11 3/4"

MASONRY TIES @ 48@ OC HORZ, 16"

OC VERT: RE STRUCTURAL

RAKED HEAD JOINTS TO 3/8" DEPTH WITH BOND-

BREAK TAPE AND SEALANT. AT EVERY THIRD JOINT,

PROVIDE BACKER ROD AND SEALANT EXPANSION

JOINT IN LIEU OF TYPICAL MORTAR JOINT

EYEHOOK ANCHOR AT HEAD JOINT ATTACHED TO SS

PIN IN COPING STONE - ANCHOR TO METAL STUD

CHANNEL TRACK

PRECAST PARAPET CAP WITH

INTEGRAL DRIP EDGES, EACH SIDE

STAINLESS STEEL FLASHING WITH

DRIP EDGE AND CONT SEALANT

5" METAL FLASHING SUPPORT STRIP

STAINLESS STEEL DRIP EDGE WITH CONT SEALANT

CONT WEATHER RESISTANT BARRIER; WRAP OVER

TOP OF PARAPET STRUCTURE

FACE BRICK

CONT WEATHER RESISTANT BARRIER

2" AIR GAP

SOLID FOAM COMPRESSIBLE TUBE

TPO ROOF MEMBRANE. WRAP OVER

TOP OF PARAPET STRUCTURE

ROOF CRICKET. SEE ROOF PLAN FOR

LOCATIONS

MORTAR MESH AT BASE OF TOP

COURSE. GROUT SOLID FOR

ANCHOR CAP

STRUCTURAL STEEL

BEAM: RE STRUCTURAL

37 mm (1 1/2")

FACE BRICK

STRUCTURAL HSS BEAM; REF. STRUCTURAL

1/2" FIBERGLASS REINFORCED GYP BD SHEATHING

R-13 BATT INSULATION

6" METAL STUD @ 16" OC

THROUGH WALL BASE FLASHING

STEEL ANGLE WELDED TO BEAM; REF. STRUCTURAL

TPO ROOF MEMBRANE RUN UP AND INTO WALL

ROOF SYSTEM: FULLY-ADHERED TPO MEMBRANE ON

ROOF COVERBOARD WITH 4" RIGID INSULATION OVER

METAL ROOF DECK

INTERIOR 8" CMU WALL

6" METAL STUDS @ 16" OC

R-13 BATT INSULATION

METAL ROOF DECK; REF. STRUCTURAL

METAL PANEL ATTACHED TO STUD

STEEL ANGLE BOLTED TO CMU WALL; REF.

STRUCTURAL

1/2" FIBERGLASS REINFORCED GYP BD SHEATHING

CONT. CLEAT

WEEPS @ 32" OC MAX

CONT MORTAR MESH

CONT WEATHER RESISTANT BARRIER

MASONRY TIES @ 48@ OC HORZ, 16" OC VERT: RE STRUC.

330 mm (1' - 1")

24'-0"

METAL PANEL ATTACHED HSS BEAM

BACKER ROD & CAULK

2 1/2" METAL STUDS @ 16" OC

CONT FLUID APPLIED WATERPROOFING

ALONG FOUNDATION FACE

PROTECTION BOARD AND DRAINAGE MAT

CRUSHED AGGREGATE INFILL. RE CIVIL

CONC FOUNDATION WALL.

RE STRUCTURAL

PERFORATED PVC DRAIN PIPE. RE CIVIL

CONC FOUNDATION FOOTING.

RE STRUCTURAL

CONTINUOUS BUTYL-RUBBER

SOLID WATERSTOP

CONC FOUNDATION WALL.

REF. STRUCTURAL DWGS

MODIFIED BITUMINOUS SHEET

WATERPROOFING

1/2" PROTECTION BOARD

1” DRAINAGE PANEL

CLEAN ROCK

CONTINUOUS BUTYL-RUBBER

SOLID WATERSTOP

PVC DRAINAGE PIPE SYSTEM

WITH DRAINAGE MAT

REF. CIVIL DWGS

CONC. SLAB

REF. STRUCTURAL DWGS

MEMBRANE VAPOR BARRIER

4" COURSE OF ROCK, CHOKED

IN WITH MINUS

6" THICK COURSE OF

CLEAN ROCK

PERMEABLE

GEOTECHNICAL FABRIC

CONC. FOUNDATION FOOTING.

REF. STRUCTURAL DWGS

MEMBRANE VAPOR BARRIER

UPPER ROOF PARAPET

41'-11 3/4"

MASONRY TIES @ 48@ OC HORZ, 16"

OC VERT: RE STRUCTURAL

RAKED HEAD JOINTS TO 3/8" DEPTH WITH BOND-

BREAK TAPE AND SEALANT. AT EVERY THIRD JOINT,

PROVIDE BACKER ROD AND SEALANT EXPANSION

JOINT IN LIEU OF TYPICAL MORTAR JOINT

EYEHOOK ANCHOR AT HEAD JOINT ATTACHED TO SS

PIN IN COPING STONE - ANCHOR TO METAL STUD

CHANEL TRACK

STAINLESS STEEL DRIP EDGE WITH CONT SEALANT

CONT WEATHER RESISTANT BARRIER OVER SHEATHING;

WRAP OVER TOP OF PARAPET STRUCTURE

FACE BRICK

2" AIR GAP

6" METAL STUD @ 12" OC

PRECAST PARAPET CAP WITH

INTEGRAL DRIP EDGES, EACH SIDE

STAINLESS STEEL FLASHING WITH

DRIP EDGE AND CONT SEALANT

5" METAL FLASHING SUPPORT STRIP

FIBERGLASS REINF GYP BD

SHEATHING

TPO ROOF MEMBRANE. WRAP OVER

TOP OF PARAPET STRUCTURE

METAL STUD STARTER TRACK

ANCHORED TO CONC DECK

3 5/8" METAL STUD

ROOF SYSTEM: FULLY-ADHERED TPO

MEMBRANE ON ROOF COVERBOARD

WITH 4" RIGID INSULATION OVER

METAL ROOF DECK

BATT INSULATIONBATT INSULATION FILL

STRUCTURAL STEEL

BEAM: RE STRUCTURAL

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

C L o c a l R e v it F ile s \5

-1

-K

S

W ic h it a V

A M

C B o ile rs E rm in

.r v t

/3

/2

:4

:3

P M

AE504

DETAILS INSTALL NEW BOILERS IN

BUILDING 13

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-18-302

2021-09-03 JBS/MKL EXB/JTK553-19-KS

100% BID SHEET

FULLY SPRINKLERED

1 1/2" = 1'-0"C8 TYP PARAPET AT SIDE

1 1/2" = 1'-0"E8 EXTERIOR WALL BASE @ SLAB ON GRADE

1 1/2" = 1'-0"F5 EXTERIOR WALL BASE @ FLOOR DECK

1 1/2" = 1'-0"B5 HIGH PARAPET AT METAL STUD BACKER WALL

1 1/2" = 1'-0"D5 LOWER ROOF TO UPPER WALL/PARAPET

1 1/2" = 1'-0"F8 PERIMETER DRAIN TILE DETAIL

1 1/2" = 1'-0"F1 BASEMENT DETAIL

1 1/2" = 1'-0"B1 PARAPET @ METAL STUD EXT WALL

D

O R

H E

IG

H

T

DOOR

WIDTH

D O

O R

H E

IG

H

T

DOOR

WIDTH

D O

O R

H E

IG

H

T

DOOR

WIDTH

DOOR, BLAST RATED

FACE BRICK

SEALANT - BOTH SIDES

HM FRAME

(GROUT SOLID)

CMU LINTEL.

RE STRUCTURAL

STEEL ANGLE LINTEL

THROUGH WALL

FLASHING

92 mm (3 5/8") 51 mm (2")

295 mm (11 5/8")

438 mm (1' - 5 1/4") m m

5/ 8" m m

4"

MASONRY WEEP

197 mm (7 3/4")

13 mm (1/2")

MASONRY ANCHOR

SOLDIER COURSE BRICK

76 mm (3")

48 mm (1 7/8")

44 mm (1 3/4")

105 mm (4 1/8")

FACE BRICK W/ RETURN

AT OPENING

BACKER ROD AND

SEALANT, EA SIDEDOOR, AS SCHEDULED

DIRECT ATTACH

EXPANSION ANCHORS,

3 ANCHORS PER JAMB

BULLNOSE CMU @ JAMB

HM FRAME GROUT SOLID

m m

5/

8" m m

2" m m

/8 m m

1'

/4 m m

3" m m

7/

8" m m

3/

4" m m

1/ 8"

51 mm (2")

7 mm (1/4") m m

3/ 4"

DOOR, BLAST RATED

CONC FOUNDATION.

RE STRUCTURAL

COORD. STOOP

W/ STRUCT.

FINISHED CONCRETE

WEATHERPROOF

ACCESSIBLE THRESHOLD

48 mm (1 7/8")

44 mm (1 3/4") 105 mm (4 1/8")

76 mm (3") 197 mm (7 3/4")

FIBEROUS EXPANSION

JOINT FILLER

CMU (BEYOND)

FRAME

DOOR

STAIR LANDING

-REF. DETAILS &

STRUCTURAL

76 mm (3")

48 mm (1 7/8") 44 mm (1 3/4")

105 mm (4 1/8")

SEALANT EACH SIDE

H.M. FRAME (PT.)

CMU WALL. SEE PARTITION

TYPES FOR ADDITIONAL

INFORMATION

195 mm (7 3/4")

194 mm (7 5/8")

40 mm (1 5/8")

108 mm (4 1/4")

48 mm (1 7/8") m m m m

/8

GROUT

SOLID

CMU LINTEL

SEALANT EA SIDE

3 ANCHORS

PER JAMB

H.M. FRAME GROUT

SOLID (PT.)

CMU WALL. SEE

PARTITION TYPES FOR

ADDITIONAL

INFORMATION

51 mm (2") m m

5/

8" m m

1/ 4" m m

7/

8" m m

3/ 4"

16 mm (5/8")

TRANSITION STRIP

CENTERED ON

LEAF, WHERE

OCCURS (TYP.)

FINISHED

CONCRETE

DOOR

FRAMEFLOOR FINISHES AS

SCHEDULED

CMU LINTEL. RE

STRUCTURAL

438 mm (1' - 5 1/4") DOOR THCKNS BY MFR.

FACE BRICK

STEEL ANGLE LINTEL

THROUGH WALL

FLASHING

MASONRY WEEP

MASONRY

ANCHOR

SOLDIER COURSE

BRICK

92 mm (3 5/8")

51 mm (2")

295 mm (11 5/8")

13 mm (1/2")

O.H. DOOR RAIL

(BEYOND)

OVERHEAD

DOOR

H-FRAME WITH HSS

STRUCTURAL MEMBERS;

RE STRUCTURAL

3/8" STEEL BENT

PLATE @ OPENING

FACE BRICK

OVERHEAD DOOR

3/8" STEEL BENT

PLATE @ OPENING

CMU

m m

5/

8" m m

2" m m

/8

O.H. DOOR RAIL

H-FRAME WITH HSS

STRUCTURAL

MEMBERS; RE

STRUCTURAL

D O

O R

T H

C K

N S

B Y

M F

R

EXTERIOR PAVING.

RE CIVIL

FIBEROUS EXPANSION

JOINT FILLER

FOUNDATION -

SEE STRUCT.

CONC SLAB

m m

1/ 2"

3/8" STEEL BENT

PLATE @ OPENING

SLOPE SLAB EDGE 2% MAX

AWAY FROM BUILDING FINISHED

CONCRETE

OVERHEAD

DOOR

DOOR THCKNS BY MFR.

H-FRAME WITH HSS

STRUCTURAL MEMBERS;

RE STRUCTURAL

DOOR, BLAST RATED

FACE BRICK

SEALANT - BOTH SIDES

HM FRAME

(GROUT SOLID)

METAL STUD H-FRAME

RE STRUCTURAL

STEEL ANGLE LINTEL

THROUGH WALL

FLASHING

92 mm (3 5/8") 51 mm (2") m m

5/ 8" m m

4"

MASONRY WEEP

197 mm (7 3/4")

13 mm (1/2")

MASONRY ANCHOR

SOLDIER COURSE BRICK

76 mm (3")

48 mm (1 7/8")

44 mm (1 3/4")

105 mm (4 1/8")

6" METAL STUD

@ 12" OC

METAL PANEL

ATTACHED TO STUD

152 mm (6")

321 mm (1' - 0 5/8")

FACE BRICK W/ RETURN

AT OPENING

BACKER ROD AND

SEALANT, EA SIDEDOOR, AS SCHEDULED

DIRECT ATTACH

EXPANSION ANCHORS,

3 ANCHORS PER JAMB

HM FRAME GROUT SOLID

m m

5/

8" m m

3" m m

7/

8" m m

3/

4" m m

1/ 8"

51 mm (2")

7 mm (1/4") m m

3/ 4"

METAL STUD H-FRAME

RE STRUCTURAL

6" METAL STUD

@ 12" OC

METAL PANEL

ATTACHED TO STUD

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

C L o c a l R e v it F ile s \5

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AE505

DOOR DETAILS INSTALL NEW BOILERS IN

BUILDING 13

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

589A7-18-302

2021-09-03 JBS/MKL EXB/JTK553-19-KS

100% BID SHEET

FULLY SPRINKLERED

1 1/2" = 1'-0"B3 EXTERIOR DOOR HEAD DETAIL

1 1/2" = 1'-0"D3 EXTERIOR DOOR JAMB DETAIL

1 1/2" = 1'-0"E3 EXTERIOR DOOR THRESHOLD

1 1/2" = 1'-0"F7 EXTERIOR DOOR THRESHOLD @ STAIR LANDING

1 1/2" = 1'-0"B7 INTERIOR DOOR HEAD DETAIL

1 1/2" = 1'-0"C7 INTERIOR DOOR JAMB DETAIL

1 1/2" = 1'-0"E7 INTERIOR DOOR THRESHOLD DETAIL

1 1/2" = 1'-0"B1 OVERHEAD DOOR HEAD DETAIL

1 1/2" = 1'-0"D1 OVERHEAD DOOR JAMB DETAIL

1 1/2" = 1'-0"F1 OVERHEAD DOOR THRESHOLD DETAIL

1 1/2" = 1'-0"B5 EXTERIOR DOOR HEAD DETAIL

1 1/2" = 1'-0"D5 EXTERIOR DOOR JAMB DETAIL

BRICK TO MATCH EXISTING

CAMPUS BUILDING BRICK

SOLDIER COURSE

BRICK CAP

CONTROL JOINT, TYP.CONCRETE BASE, 8" MIN.

9144 mm (30' - 0") MAX.

D6

AE506

Sim m m

WATERPROOFING

PER STRUCTURAL/

CIVIL ENGINEER

SOLDIER COURSE

BRICK CAP

BRICK VENEER

ADHERED TO

CMU CORE

CONCRETE

FOUNDATION WALL AND

FOOTING; REF. CIVIL

AND STRUC. DWGS

M

IN

m m

102 mm (4")

295 mm (11 5/8")

92 mm (3 5/8")

45° 45°

REINFORCED CMU

CORE; REF.

STRUCTURAL DWGS

GRADE LINE

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

ENGINEER OF RECORDCONSULTANTS

321 4 5 6 7 8 9 10

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

MR PROJECT NO:

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

PROFESSIONAL ENGINEERING CONSULTANTS, P.A.

303 SOUTH TOPEKA, WICHITA, KS 67202

PHONE: (316)262-2691

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

ELECTRONIC SECURITY

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503

PHONE: (859)309-2990

PHYSICAL SECURITY

FORCE PROTECT

3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786

PHONE: (502)836-4232

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AE506

BLAST WALL DETAILS INSTALL NEW…