SOW Attachment 09 - Jefferson Barracks - EHRM Building Plans_Part2.pdf

GFI

GFI

ELEC

SHOP-FLR

1A 107

150 SF

PLUMBING

SHOP-FLR

1A 105

200 SF

MACH +

A/C-BENCH

1A 100a

440 SF

CART

STOR.

1A 108

600 SF

CARPENTRY

SHOP-BENCH

1A 104

1000 SF

LOCKSMITH

- BENCH

1A 102

150 SF

PAINT

SHOP

-BENCH

1A 103

380 SF

CONF RM

1B 100

300 SF

INT DESIGN

1B 125a

455 SF

VISN

WORK

ROOM

1B 128

270 SF

OFFICE,

FOREMAN

1B 101

120 SF

OFFICE, IH

1B 115

120 SF

OFFICE, IH

1B 114

120 SF

OFFICE,

SAFETY

1B 116

120 SF

OFFICE, PE

1B 102

120 SF

OFFICE, PE

1B 103

120 SF

OFFICE, PE

1B 104

120 SF

OFFICE, PE

1B 107

120 SF127

OFFICE, PE

1B 109

120 SF145

OFFICE, PE

1B 111

120 SF 129

OFFICE, PE

1B 110

120 SF

OFFICE,

CHIEF

1B 112

120 SF

OFFICE

ASSIST

1B 113

120 SF

OFFICE, PE

1B 108

120 SF

OFFICE, PE

1B 105

120 SF

OFFICE

AMMS

ASSIST

1B 131

120 SF 158

OFFICE

AMMS

CHIEF

1B 132

120 SF140

OFFICE

VISN

CONTRACT

1B 130

120 SF141

OFFICE

VISN

CONTRACT

1B 129

120 SF

ELEC

1A 106

0 SF

OFFICE

1B 119

0 SF

ELEC

1A 104d

0 SF

MECH

ENTR

1A 101

0 SF

M TOILET

1B 124

100 SF

W TOILET

1B 123

100 SF

PAINT

SHOP

-FLAMMABLE

STOR

1A 103c

220 SF

PAINT

AREA

1A 103b

500 SF

OFFICE

1A 104e

120 SF

OFFICE

1A 105c

120 SF

OFFICE

1A 100c

120 SF

OFFICE

1A 107c

120 SF

LOBBY

C1-2

0 SF

LOUNGE

1A 105e

200 SF

HOSP.

PLANS &

DRAFTING

1B 125

250 SF

E CORR

C1-16

0 SF

S CORR

C1-8

0 SF

W CORR

C1-9

0 SF

CORR

C1-12

0 SF

AMMS

ADMIN

CUBICLES

(6).

1B 133

480 SF

CLERK

CUBICLES

(4)

1B 106

384 SF

CORR

C1-7

0 SF

INSULATION

SP

1A 105f

300 SF

CARPENTRY

SHOP-FLR.

1A 104a

800 SF483

CARPENTRY

SHOP-STOR.

1A 104b

618 SF

MASON

SHOP

1A 104c

200 SF

LOCKSMITH

- STOR

1A 102b

150 SF

PAINT

SHOP-FLR

1A 103a

80 SF

ELEC

SHOP-BENCH

1A 107a

660 SF

CORR

C1-13

0 SF

CORR

C1-14

0 SF

LOUNGE

1B 122

400 SF

CARPENTRY

TOOL

LOCK-UP

1A 104f

100 SF

PLUMBING

TOOL

LOCK-UP

1A 105d

90 SF

ELECTRICAL

TOOL

LOCK-UP

1A 107d

80 SF

OFFICE

1B 118

120 SF

DATA

1B 121

0 SF81

DATA

1B 120

0 SF

VESTIBULE

C1-1

0 SF

BID

OPG/CONF

1B 134

168 SF

ELEC

SHOP-STOR

1A 107b

700 SF

LOUNGE

1A 100e

200 SF

MACH+A/C

TOOL

LOCK-UP

1A 100d

100 SF

WORK

AREA

1B 106a

CORR

C1-5

CORR

C1-4

CORR

C1-6

MACH+A/C

STORAGE

1A 100f

CARPENTRY

STOR.

1A 104h

LOUNGE

1A 104g

PLUMBING

SHOP-STOR

1A 105a

PLUMBING

SHOP-BENCH

1A 105b

LOUNGE

1A 107e

ALCOVE

C1-24

ALCOVE

C1-25

ALCOVE

C1-26

ALCOVE

C1-22

ALCOVE

C1-23

ALCOVE

C1-20

ALCOVE

C1-21

ALCOVE

C1-28

ALCOVE

C1-27

ALCOVE

C1-29

PT-A-1 PT-A-2

W TOILET

1B 127

150 SF

M TOILET

1B 126

250 SF

W SHOWER

1B 127a

0 SF

M SHOWER

1B 126a

50 SF

SC-B-1

SC-B-1

SC-B-1

P-1-2

P-1-2

P-1-2P-1-2P-1-2

P-1-2P-1-2

P-1-2P-2-3 ALL WALLS P-1-2

P-2-4

P-2-4

P-1-2

P-1-2P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

ALL WALLS P-1-2

P-1-2 P-1-2 P-1-2 P-1-2 P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

P-1-2

PT-C-1

PT-C-1

PT-C-1

PT-C-1

PT-2-4

PT-C-1

P-2-4

P-2-4

P-2-4

PT-C-1

PT-C-1

PT-C-1PT-C-1

EQ

EQ

EQ.

EQ.

1' - 0" 1' - 0"EQ. - EQ.

PT-A-1

PT-A-2

GENERAL NOTES - FINISH PLAN

1. FOR COLOR AND MATERIAL LEGEND AND SCHEDULE OF FINISHES SEE

SPECIFICATION SECTION 09 06 00.

2. ALIGN FLOOR TILE JOINTS AS SHOWN, EVERY ONE 18" X 18" TILE TO

EVERY THREE 6" X 12" TILES. FOR MORE INFORMATION ON FINISH

MATERIALS SEE 090600 FINISH SCHEDULE

3. FOR MORE INFORMATION ABOUT ACCENT PAINT EXTENTS IN CORRIDORS

SEE INTERIOR ELEVATIONS ON SHEET AI404.

PLAN TRUE

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Revisions

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofNo.

Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e ei g h th in ch o n e fo o t

B

A

E th re e in ch es o n e fo o t o n e a n d o n e h a lf in ch es o n e fo o t o n e in ch o n e fo o t th re e q u a rt er s in ch o n e fo o t o n e h a lf in ch o n e fo o t th re e ei g h th s in ch o n e fo o t o n e q u a rt er in ch o n e fo o t

VA FORM 08-6231

5 6 87

F

D

C

94321

5 6 87 94321

B

A

E

F

D

C

JEFFERSON BARRACKS DIVISION

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

PRINTED ON ORIGINAL SIZE OF SHEET IS 30" X 42"

Department of Veterans AffairsDate

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

SAINT LOUIS, MO 63146-4235

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

TECHNOLOGY:

KJWW ENGINEERING CONSULTANTS

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

IRRIGATION CONSULTANT:

IRM

9502 BANYON TREE

ST. LOUIS, MO 63126

PHONE: (314) 610-4200

STRUCTURAL ENGINEER:

COWELL ENGINEERING

3008 SUTTON BOULEVARD

ST. LOUIS, MO 63143

PHONE: (314) 644-4002

CERTIFICATE OF AUTHORITY: 001487

MECHANICAL/ELECTRICAL/PLUMBING:

303RD ENGINEERING GROUP, LLC

1935 ARSENAL STREET

SAINT LOUIS, MO 63118

PHONE: (314) 664-3382

HAZARDOUS MATERIALS:

ALTEC ENVIRNMENTAL CONSULTANTS, INC.

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

SAINT LOUIS, MO 63103

PHONE: (314) 862-5344 TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

THE SEAL(S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2012 CHRISTNER INC.

CERTIFICATE OF

AUTHORITY: 000842

ENGINEERING WAREHOUSE

BUILDING

29 OCTOBER 2012

657-313F

AI401

AUTHORCHECKER

FINISH PLAN - AREA A

1/8" = 1'-0"B1AE201

F1 FINISH PLAN - AREA A

AREA A

VHASTLFLORIK

Rectangle

VHASTLFLORIK

Text Box RED = Less Than 100 Sq. Ft. and NOT ABLE to expand, relocate, or consolidate TR.

YELLOW = Less Than 100 Sq. Ft. but likely ABLE to expand, relocate, or consolidate TR.

GREEN = TR is Greater Than 100 Sq. Ft. No room dimension modification is likely necessary.

GROUNDS -

MAINT

1A 109

1000 SF

STORAGE

SECURED

1C 104c

250 SF

ELEC

1B 141

0 SF

DATA

1B 140

0 SF

GROUNDS -

MAINT /

WET RM /

WASH BAY

1A 109d

500 SF

SOILED

HOLDING

1B 138f

500 SF

LOUNGE-STAFF

1B 138c

210 SF

OFFICE,

MANAGER

1B 138d

150 SF

OFFICE

1A 109b

120 SF

RECEIVING

1B 138e

700 SF

STOR

LINEN

1B 138g

240 SF

N CORR

C1-18

0 SF

ENG DOCK

C1-11

0 SF

M LOCKER

/ TLT

1B 138b

280 SF

W LOCKER

/ TLT

1B 138a

280 SF

CLERK

1A 109c

64 SF

CORR

C1-17

0 SF

DATA

1B 139

0 SF

DISTRIBUTION

& CLEAN

HOLDING

1B 138

3200 SF

HOUSEKEEPING

AIDS

CLOSET

1B 142

80 SF

HOUSEKEEPING

AIDS CL

1A 110a

HOUSEKEEPING

AIDS

CL-CLEAN

1A 110b

CENTRAL

LIQUID

SUPPLY &

LINEN

PACK

PREP

1B 138h

ALCOVE

C1-30

GROUNDS-STOR

1A 109e

244 SF

LOUNGE

1A 109f

200 SF

GROUNDS-BENCH

1A 109a

590 SF 258

MECH

1A 110

0 SF 235

RECYCLING

1B 136

0 SF

M SHOWER

1B 138k

50 SF

W SHOWER

1B 138j

50 SF

HOUSEKEEPING

AIDS

CLOSET-CLEAN

1B 143

80 SF81

ELEC

1B 137

0 SF

P-2-3

P-2-4

SC-B-3

PT-C-1

PT-C-1

PT-C-1

PT-C-1

SC-B-1

PT-C-1

PT-C-1

SC-B-2

P-2-1

PT-C-1

P-2-1

SC-B-2

P-2-4

SC-B-3

GENERAL NOTES - FINISH PLAN

1. FOR COLOR AND MATERIAL LEGEND AND SCHEDULE OF FINISHES SEE

SPECIFICATION SECTION 09 06 00.

2. ALIGN FLOOR TILE JOINTS AS SHOWN, EVERY ONE 18" X 18" TILE TO

EVERY THREE 6" X 12" TILES. FOR MORE INFORMATION ON FINISH

MATERIALS SEE 090600 FINISH SCHEDULE

3. FOR MORE INFORMATION ABOUT ACCENT PAINT EXTENTS IN CORRIDORS

SEE INTERIOR ELEVATIONS ON SHEET AI404.

PLAN TRUE

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Revisions

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofNo.

Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e ei g h th in ch o n e fo o t

B

A

E th re e in ch es o n e fo o t o n e a n d o n e h a lf in ch es o n e fo o t o n e in ch o n e fo o t th re e q u a rt er s in ch o n e fo o t o n e h a lf in ch o n e fo o t th re e ei g h th s in ch o n e fo o t o n e q u a rt er in ch o n e fo o t

VA FORM 08-6231

5 6 87

F

D

C

94321

5 6 87 94321

B

A

E

F

D

C

JEFFERSON BARRACKS DIVISION

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

PRINTED ON ORIGINAL SIZE OF SHEET IS 30" X 42"

Department of Veterans AffairsDate

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

SAINT LOUIS, MO 63146-4235

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

TECHNOLOGY:

KJWW ENGINEERING CONSULTANTS

#15 SUNNEN DRIVE, SUITE 104

SAINT LOUIS, MO 63143

PHONE: (314) 645-1132

IRRIGATION CONSULTANT:

IRM

9502 BANYON TREE

ST. LOUIS, MO 63126

PHONE: (314) 610-4200

STRUCTURAL ENGINEER:

COWELL ENGINEERING

3008 SUTTON BOULEVARD

ST. LOUIS, MO 63143

PHONE: (314) 644-4002

CERTIFICATE OF AUTHORITY: 001487

MECHANICAL/ELECTRICAL/PLUMBING:

303RD ENGINEERING GROUP, LLC

1935 ARSENAL STREET

SAINT LOUIS, MO 63118

PHONE: (314) 664-3382

HAZARDOUS MATERIALS:

ALTEC ENVIRNMENTAL CONSULTANTS, INC.

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

SAINT LOUIS, MO 63103

PHONE: (314) 862-5344 TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

THE SEAL(S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT TO

WHICH THEY ARE AFFIXED, AND WE

EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2012 CHRISTNER INC.

CERTIFICATE OF

AUTHORITY: 000842

ENGINEERING WAREHOUSE

BUILDING

29 OCTOBER 2012

657-313F

AI402

AuthorChecker

FINISH PLAN - AREA B

1/8" = 1'-0"B1AE201

F1 FINISH PLAN - AREA B

AREA B

VHASTLFLORIK

Rectangle

VHASTLFLORIK

Text Box RED = Less Than 100 Sq. Ft. and NOT ABLE to expand, relocate, or consolidate TR.

1084 SF

MECH. RM.

1084 SF

MECH. RM.

100 SF

TOILET, FEMALE

87 SF

TOILET, MALE

119 SF

OFFICE

120B

90 SF

PRINTER RM.

118 SF

OFFICE

118 SF

OFFICE

117 SF

OFFICE

127 SF

OFFICE

120 SF

OFFICE

122 SF

OFFICE

125 SF

OFFICE

124 SF

OFFICE

125 SF

STORAGE

125 SF

OFFICE

122 SF

OFFICE

123 SF

OFFICE

116 SF

OFFICE

115 SF

OFFICE

115 SF

OFFICE

115 SF

OFFICE

115 SF

OFFICE

115 SF

OFFICE

116 SF

OFFICE

50 SF

ELEC RM.

49 SF

HAC

59 SF

TOILET, FEMALE

172 SF

TOILET, FEMALE

59 SF

TOILET, MALE

127 SF

CORRIDOR

C112

393 SF

GROUP RM.

154 SF

TOILET, MALE

66 SF

OI&T

78 SF

EQUIPMENT RM.

116 SF

OFFICE

115 SF

OFFICE

117 SF

OFFICE

117 SF

OFFICE

116 SF

OFFICE

116 SF

OFFICE

117 SF

OFFICE

118 SF

OFFICE

203 SF

STORAGE

114 SF

OFFICE

111 SF

OFFICE

163 SF

CONFERENCE

RM.

134 SF

OFFICE

132 SF

OFFICE

139 SF

OFFICE

139 SF

OFFICE

350 SF

CORRIDOR

C114

480 SF

CORRIDOR

C113

406 SF

CORRIDOR

C106

12 SF

STORAGE

CLOSET

C106.1

671 SF

GROUP RM.

269 SF

GROUP RM.

295 SF

GROUP RM.

153 291 SF

LOUNGE

12983 SF

CORRIDOR

C111

587 SF

CORRIDOR

C110

384 SF

LOBBY

C108

426 SF

CORRIDOR

C107

57 SF

CLOSET

C110.1

405 SF

WAITING

C108

FE

FAP

FAP

FEC

FAP

FAP FAP

FAP

FAP

RAD

RAD

RAD RAD RAD RAD RAD RAD RAD RAD RAD

RAD

RADRADRADRAD

RAD

RADRADRADRADRADRAD

RAD

FEC

RAD

RAD

RAD

RAD

RAD

RAD

RAD

RAD

RAD

580 SF

CORRIDOR

C105 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

AS-BUILT DRAWINGS

FOR JEFFERSON BARRACKS

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTH CARE SYSTEM

FACILITIES & ENGINEERING SERVICE JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

UNITED STATES OF AMERICA

/4

/2

8:

:4

AM

58-AE-111

ARCHITECTURAL FLOOR PLAN - FLOOR

WJS

131 164WJS11/01/2019

657-19-JBAB

AS-BUILT DRAWINGS

1/8" = 1'-0"1 OVERALL FLOOR PLAN - BUILDING 58 - FLOOR 01

PLAN

NORTH

2 SOTHWEST ISOMETRIC

VHASTLFLORIK

Rectangle

VHASTLFLORIK

Text Box RED = Less Than 100 Sq. Ft. and NOT ABLE to expand, relocate, or consolidate TR.

UP

MECH. RM.

E14

ELEV.

EQUIPMENT RM.

E13

OFFICE

E15

STAIRWELL NO.

E12

TOILET

E15A

LAUNDRY RM.

E11

OIT

TOILET

E10

STAIRWELL NO.

E16

VESTIBULE

E9

CORRIDOR

E20

CLOSET

101A

GUEST RM.

TOILET

102B

TOILET

101B

GUEST RM.

CLOSET

102A

GUEST RM.

CLOSET

103A

TOILET

103B

TOILET

104B

MECH. RM.

E22

CLOSET

104A

GUEST RM.

GUEST RM.

CLOSET

105A

TOILET

105B

TOILET

106BCLOSET

106A

GUEST RM.

CORRIDOR

E21

CORRIDOR

E19

CLOSET

107A

GUEST RM.

TOILET

108B

TOILET

107B

CLOSET

108A

GUEST RM.

CLOSET

109A

GUEST RM.

TOILET

109B

TOILET

110B

MECH. RM.

E23

CORRIDOR

E18

CLOSET

110A

GUEST RM.

GUEST RM.

CLOSET

111A

TOILET

112B

TOILET

111B

GUEST RM.

CLOSET

112A

ELEVATOR NO.

E1

LIVING ROOM

E2

DINING RM.

E3

CORRIDOR

E4

STAIRWELL NO.

E5

DAY RM.

E7

KITCHEN

E8

PLAN

NORTH

FE

FE

FEC

FE FEC

FE

FEC

UP

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

AS-BUILT DRAWINGS

FOR JEFFERSON BARRACKS

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTH CARE SYSTEM

FACILITIES & ENGINEERING SERVICE JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

UNITED STATES OF AMERICA

/4

/2

8:

:0

AM

59-AE-111

ARCHITECTURAL FLOOR PLAN - FLOOR

WJS

140 164WJS11/01/2019

657-19-JBAB

AS-BUILT DRAWINGS

1/8" = 1'-0"1 OVERALL FLOOR PLAN - BUILDING 59 - FLOOR 01

VHASTLFLORIK

Polygon

VHASTLFLORIK

Text Box RED = Less Than 100 Sq. Ft. and NOT ABLE to expand, relocate, or consolidate TR.

FD

FD

FD

FD

FD

UP

FD

Rebuild as new cooler/freezer space with new insulated interior walls and ceilng. Replace existing floor with new insulated floor. Install new lighting

Install new cleanable flooring. See finish information.2

New cooler/freezer w/ insulated wall panels, insulation, insulated door and lighting

Dishwashing equipment to be replaced with new. New equipment to be VA provided, VA installed.

See plumbing drawings for cart wash equipment information.

Replace existing hot water heater - instantaneous type and provide alternate to provide back up water heater.

Replace existing sink and cabinets. Install new handwashing sink near the existing eyewash.

Keynote Legend - Floor Plan

New 3-compartment sink . See MEP drawings13

New work counter. See detail 1/A201.15

Install 42" dock fall protection and rolling gate. Paint P-3.

See spec.

Repair existing cracked concrete.18

Area of infilled depressed Slab; See detail 1/A400 for additional information

New handwashing sink23

Install new vertical steel support from floor to structure above where portion of existing steel tube has been removed. Size to match exiting steel to be supported.

Paint to match existing steel.

New 3'-6" x 7'-0" opening with masonry load bearing frame. Provide vinyl separation strips

Infill wall @ removed door with 5/8" GWB and 3 5/8" MTL studs. Create a flush and smooth surface on both sides of infill.

New ADA accessible drinking fountain27

New prep sink; Handsink in Stainless Steel Countertop28

Install vinyl seperation strips29

Relocated meat prep sink30

Patch and repair existing flooring at removed ramp32

Relocate existing sink to new wall furring33

Fully conceal capped plumbing with casework. See also plumbing drawings. Clean and repair existing surfaces at removed walls.

Relocated hand sink including all associated accessories20

Hand washing sink with eyewash31

New lockers. VA provided, VA installed19

Locate temporary storage as shown to avoid existing switch gear.

GC to provide and install new wall hung fire extinguisher.

Verify VA requirements.

Patch finishes at removed sink.22

Rework existing stair as shown with new guardrails and handrails with 1' extensions as shown.

Extend dock at shifted stair as shown. Area of extended dock shown shaded.

Rework or replace exisitng guard rail as required to match new.

Install new floor insulation & concrete pad. See detail 6/A301.

Concrete infill at depressed slab34

New 1 1/2" steel tube guard rail @ 42" above tread nosing/finish floor. Attach to 4 x 4 x 1/4" embed plate.

Paint (P-3)

Existing Wall

New Wall New Door

Existing Door

Floor Plan Legend

New Cooler Wall Panel

Vinyl Curtain

EE

FF

GG

HH

II

JJ

1.5

1.5

2.5

2.5

N

N

O

O

P

P

Q

Q

R

R

S

S

T

T

UU

VV

WW

Cooler

Corridor

Dishwash

Nourishment

Mop

Mechanical Equipment

Room

Tray Line

Connecting Corridor

112b

Office

Corridor

Cart Storage

Cart Wash

Cooler

Freezer

Corridor

Dry Storage

Food Storage

Office

120A

Receiving

Vest.

120B

Main Kitchen

Elec Distribution

Room

Pump Pit

132C

Meat Preparation

Toilet

Toilet

Cooler

Cooler

Bake Shop

133A

Connecting Corridor

112b

A200

A200

A200

120A

Cooler

Deep Freeze

Cooler

Cooler

C -1

-1

C-111-2

C

-2

C-112-3

C -1

C -1

C -1

B

C-124

C-121A

C -1

A

33'-2"

C -1

A

B

Temporary covered access to secured temporary cold and dry storage. Provide temporary security cameras

3'-6" 8'-0"

A2014

Shared Supervisor

Office

Shared Work Area

Freezer

133N

Thaw Box

133M

/2

17'-11" 13'-11 1/2"

/2

Storage

C-133P

C -1

M

C -1

N

Align

IT

C-134

14'-5"

1'-10"

14'-1"

2'-2"

/4

Temp. Dry Storage

Temp.

Freezer

Temp.

Cooler

HOLD

6'-7"

C

A2011

G

G

A301

1'-6"

14 14

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Department of Veteran's Affairs

Medical Center Jefferson

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1 S. Memorial Dr.

Suite 1800 St. Louis, MO 63102

(314) 621 - 4343 Bob Dunn bdunn@fox-arch.com

220 N. College Ave Indianapolis, IN 46202

(317) 646 - 9090 Dave Haun dhaun@daengineering.com

Barracks Division

John A Jurgiel & Assoc.

123 N. Main Street St. Charles, MO 63301

Tel 636.757.3060 636.757.3064

Industrial Hygenist

Heapy Engineering 1400 W. Dorothy Lane Dayton OH 45409

Tel Matt Graham

618.529.5262

Electrical 60

3/30/2018 5:41:00 AM

A100

Overall 1st Floor Plan Renovate Nutrition Center and Food Services

1 Jefferson Barracks Dr. , Building 60 St. Louis, MO 63125

657-17-112 JB

03-29-2018 RD HT

BID DOCUMENTS

General Notes - Floor Plans

A All work shown "Not In Contract" (NIC) may be accomplished by a contractor who is not included as part of the construction agreement. The GC is to coordinate with "other" contractors performing NIC work wich impacts or relates to work which is part of the construction aggreement.

B All Partitions to be type "C" UON

C All dimensions are from column center line to face of partiiton UON under no circumstances shall any measurement be scaled from the drawings. Any measurement not given an actual number dimension should be brought to the architect's attention before proceeding.

D All demolition and construction areas must have ante rooms as required and described in the specifications. Verify exact locations of ante rooms with COR.

N

1/8" = 1'-0"1 Overall First Floor Plan all phases

C

Revisions: Date:

htaylor HT MO Seal - Sig and Date

VHASTLFLORIK

Rectangle

VHASTLFLORIK

Rectangle

VHASTLFLORIK

Rectangle

VHASTLFLORIK

Text Box RED = Less Than 100 Sq. Ft. and NOT ABLE to expand, relocate, or consolidate TR.

DN

UP

UP

OFFICE

STORAGE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

RM.

ENTRY

H101

OFFICE

OFFICE

OFFICE

HAC

TOILET, MALE

TOILET, FEMALE

KITCHEN

ELEC. CLOSET

WORK RM.

CLASS RM.

OFFICE

OFFICE

OFFICE

CORRIDOR

H102

CORRIDOR

H104

CORRIDOR

H103

FEC

FE

FE

PLAN

NORTH

OFFICE

STORAGE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

RM.

ENTRY

H101

OFFICE

OFFICE

OFFICE

HAC

TOILET, MALE

TOILET, FEMALE

KITCHEN

ELEC. CLOSET

WORK RM.

CLASS RM.

OFFICE

OFFICE

OFFICE

CORRIDOR

H102

CORRIDOR

H104

CORRIDOR

H103

7' - 10"

7' - 10" 7' - 10" 7' - 10" 7' - 10" 7' - 10"

7' - 10"

7' - 10"7' - 10"

7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"7' - 10"

7' - 10"

7' - 10" 7' - 10" 7' - 10" 7' - 10"

7' - 10"

FAS

FAS

FAS

FASFAS

FAS

FAS

EM

FAS

FAS

EM

EM

FASEM

OS

7' - 10" th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

AS-BUILT DRAWINGS

FOR JEFFERSON BARRACKS

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTH CARE SYSTEM

FACILITIES & ENGINEERING SERVICE JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

UNITED STATES OF AMERICA

/4

/2

8:

:4

AM

60T-AE-111

ARCHITECTURAL FLOOR PLAN -

CEILING PLAN - FLOOR 01

WJS

60T

155 164WJS11/01/2019

657-19-JBAB

AS-BUILT DRAWINGS

1/8" = 1'-0"1 OVERALL FLOOR PLAN - BUILDING 60T - FLOOR 01

1/8" = 1'-0"2 OVERALL CEILING PLAN - BUILDING 60T - FLOOR 01

3 ISOMETRIC - BUILDING 60T

VHASTLFLORIK

Rectangle

VHASTLFLORIK

Text Box RED = Less Than 100 Sq. Ft. and NOT ABLE to expand, relocate, or consolidate TR.

112A 112B 112C

112D

112E

113A

113B

118 119

H102

S101

H101

125 124

129 130

H104

H103

104A 104B 107A

132F

134A 134B

H103A 101A

101B

102A

104C

104D

104E

108A

112G

112F

119B

117B

114B

132A

132E

132D

132C

132B

S101A

130A

131A 131

122A

124A

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date:

Drawing Title

VA Health Care System Approval:

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Drawing # of

Veterans Health

Administration

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA ST. LOUIS HEALTH CARE SYSTEM

FACILITIES & ENGINEERING SERVICES

AS-BUILT DRAWINGS FOR

JEFFERSON BARRACKS

657-19-JBABARCHITECTURAL FLOOR PLAN -

FLOOR 01

61-AE-111

1 111/17/2019 WJS WJS

AS-BUILT DRAWINGS

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

FLOOR PLAN - BUILDING 61 - FLOOR 01

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

PLAN

NORTH

UNITED STATES OF AMERICA

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VHASTLFLORIK

Rectangle

VHASTLFLORIK

Text Box RED = Less Than 100 Sq. Ft. and NOT ABLE to expand, relocate, or consolidate TR.

YELLOW = Less Than 100 Sq. Ft. but likely ABLE to expand, relocate, or consolidate TR. GREEN = TR is Greater Than 100 Sq. Ft. No room dimension modification is likely necessary.

UP

F E

C

THE HIGHLIGHTED ITEMS SHOWN ARE PHYSICAL SECURITY. THE

PROSPECTIVE OFFERER IS TO TABULATE COSTS FOR THESE ITEMS

SEPARATELY FROM THE BASE BID COSTS. COSTS FOR PHYSICAL

SECURITY ITEMS ARE NOTED AS A SEPARATE LINE ITEM ON THE

PROPOSAL FORM. SEE SPECIFICATIONS FOR A DESCRIPTION OF THE

INDIVIDUAL PHYSICAL SECURITY ITEMS.

NOTE: NOT ALL PHYSICAL SECURITY NUMBERS USED THIS PAGE

PS5

PRECAST CONCRETE WALL PANELS STEEL SUPPORT/ BRACING

REQUIRED FOR PRECAST PANELS (SEE STRUCTURAL DRAWINGS FOR

MORE DETAIL)

PS6

BLAST RESISTANT DOOR. SEE DOOR SCHEDULE/ SPECIFICATIONS

PS7

BLAST RESISTANT DOOR. SEE DOOR SCHEDULE/ SPECIFICATIONS.

PS8

PRECAST CONCRETE WALL PANELS STEEL SUPPORT/ BRACING

REQUIRED FOR PRECAST PANELS. CONCRETE FOUNDATIONS. (SEE

STRUCTURAL DRAWINGS FOR MORE DETAIL)

PS9

STEEL FRAMING/ CONCRETE FOUNDATIONS HORIZONTAL BLAST

RESISTANT DOOR MOTORS/ CONTROLLERS / WIRING TO OPERATE

HORIZONTAL BLAST RESISTANT DOOR. (SEE STRUCTURAL &

ELECTRICAL DRAWINGS FOR MORE DETAIL)

PHYSICAL SECURITY

AE202

D1

AE201

AE201

AE202

D1

F1

F1

Control Room

1B 108

300 SF

Air Lock

C1-5

0 SF

C1

AE300

F1

AE300

Men's Toilet

1B 103a

100 SF

Entry

1B 103

70 SF

Men's Lockers

1B 103b

60 SF

Women's Lockers

1B 101b

60 SF

Entry

1B 101

70 SF

Women's Toilet

1B 101a

100 SF

Recyclable Storage

1B 102

120 SF

Break Room

1B 100

225 SF

Entry Room

1B 109

150 SF

Terminal Room-B

1B 105

100 SF

Shower

1B 103c

50 SF

Shower

1B 101c

50 SF

Switchgear

1C 100

950 SF

Switchgear

1C 101

1100 SF 1221

Switchgear

1C 102

1200 SF

Areaway

1C 104

700 SF

Areaway

1C 105

700 SF

203' - 9"

Vest.

C1-1

0 SF

Corridor

C1-6

0 SF

Chiller Bay

1A 100

7000 SF

Terminal Room-A

1B 107

100 SF

Office

1B 106

150 SF

Housekeeping

1B 104

40 SF

Sound Lock

C1-4

0 SF

Corridor

C1-3

0 SF

FD

FD

FD

FD

FD

/8

FD

FD FD

FD FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD FD

FD

FD

FD

FD

FD FD

FD

FD

FD

FD

FD

FD

AE520

F1

Substation

SITE

2400 SF

FD

FD

FD

FD

FD

FD

FD

FD

FD

5 5

5 5

F5

AE302

AE201A1

AE401

F8

AE504

A6

AE504

C1

AE504

D1

E1

AE502

AE520

F4

Corridor

C1-2

0 SF

Generator Bay

1C 103

4000 SF

1B 100.1

1B 102

C

.4

3' - 5"

/4

6' - 0 5/16"

9' - 0 3/4" 13' - 0 11/16"

A

.4

D

.3

8' - 5" 10' - 7 7/8" 8' - 5" 15' - 4 11/16" 8' - 5" 39' - 3" 14' - 9" 1' - 0"

3' - 5" 4' - 3 1/2"

16' - 0 3/4"

MO

6' - 4"

MO

3' - 8" 19' - 2"

M O

M O

M O

M O

/1

M O

M O

M O

M O

M O

MO

3' - 4" 3' - 3"

MO

6' - 4" 20' - 1"

MO

4' - 0"

6' - 3 1/2"

M O

/8

H12d

A

.4

H12fH12f

H12f

H12d

H12f

H12dH12d

H8f

MO

7' - 0"

1' - 4"

1' - 4"

M O

M O

3' - 5" 10' - 3 1/2"

1B 106

C1 41A 100.1

1B 108

B

1B 107

1B 105

C1 5 1C 104.2

1C 104.1

C

.2

C

.3

1C 101.3

1C 105.2

1C 105.1

C

.11 A

.3

1A 101.2

C

.1 C

.2

C

C

.1

C

M O

/1

54' - 0"

1C 101.2

AE504

A1

A

.2

AE504

A3

1' - 0" 6' - 0" 16' - 0" 17' - 3" 1' - 0"

AE504

A8

AE504

C8

B

.2

1B 101.1

B

.2

A

.1

B

1B 103.1

B L

B A

B L

B

B L

B A

B L

B B

BL 1B108C

3' - 8"

MO

3' - 8"

FD

1A 100.3

/2

1110984

A

G

321 5 6 7

F

D

C

B

E

H

J

A.6

3.7

A.1

C.5

Blast_N

Blast_W

Blast_S

3' - 0" 18' - 10 7/16" 3' - 10 3/8"

8' - 0 1/16"

1' - 7 3/16"

.0

90.0°

/8

AE520 F9

8" 8"

1' - 4"

1D 100.1

1' - 9"

H12d

H12d

H12d

H12d

2' - 0"8"

H12d

H12d

H12d

H12d

1' - 0"

11.1 12.5 13.1 14.1 15.1 15.9

D.1

C.6

C.1

A.8

A.4

A.2

12 13 14 15

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

Boiler Bay

1A 101

7500 SF

FD

500'-4" 500'-4" 500'-4"

500'-4"500'-8"

500'-8"

501'-0"

500'-8"

500'-8"

DEPRESSED CONC

FOR GUIDERAIL

(CROSS-HATCHED AREA)

EDGE OF GB

EDGE OF GB

AE520 F9

OPH

FUTURE EXPANSION

1D 100.2

/2

STEEL BLAST RESISTANT

ROLLING SECURITY DOOR

14 14

14 14

14 14 14 14 14 14

14 14 14

14 14 14

171717

AE502

C7 F2

AE302

A6

GENERAL PLAN NOTE:

FINAL FLOOR DRAIN LOCATIONS TO BE DETERMINED

ACCORDING TO SELECTION OF FINAL EQUIPMENT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

JEFFERSON BARRACKS DIVISION

ARCHITECT: ENERGY PLANT & UTILITY

INFRASTRUCTURE

657-313A Office ofOffice ofOffice ofOffice of ConstructionConstructionConstructionConstruction and Facilitiesand Facilitiesand Facilitiesand Facilities ManagementManagementManagementManagement o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231 PRINT DATE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

THE SEAL(S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT

TO WHICH THEY ARE AFFIXED, AND

WE EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2012 CHRISTNER INC.

Department of Veterans Affairs118

NORTH

STRUCTURAL ENGINEER:

KPFF CONSULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING:

KJWW ENGINEERING CONSULTANTS

#15 SUNNEN DRIVE, SUITE 104

ST. LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862 5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

CERTIFICATE OF

AUTHORITY: 000842

4/19/2012 2:39:31 PM

FIRST FLOOR PLAN

06 JULY 2012 JDL MW

AE101

DWG 95 OF

FULLY SPRINKLERED

KEYED NOTES - PLAN

1 ALIGN

2 SLOPE FLOOR 1/4"/FT TO DRAIN

3 ACCESS LADDER - SEE F9/AE520

4 FIRE EXTINGUISHER AND BRACKET

5 PIPING TRENCH - SEE STRUCTURAL

6 GUARDRAIL - SEE DETAIL C9/AE520

7 DEPRESSED SLAB/PIT - SEE STRUCTURAL

8 16' - 0" HIGH MECHANICAL DAMPER - SILL @ 2' - 0" AFF

9 14' - 8" HIGH MECHANICAL DAMPER - SILL @ 3' - 4" AFF

10 10' - 0" HIGH MECHANICAL DAMPER - SILL @ 2' - 0" AFF

11 8" HIGH CONC CURB - SEE STRUCTURAL

12 PROVIDE STUD FURRING, THERMAL BATTS AND VAPOR

RETARDER AT FOUNDATION WALL SIM TO F1/AE303

13 LINE OF ACOUSTICAL BARRIER ABOVE

14 CONC EQUIPMENT PAD - SEE STRUCTURAL

15 OVERHANG ABOVE

16 INSIDE FLOOR ELEVATIONS & EXT SIDE WALK ELEV @

DOOR = 495'

17 INSIDE FLOOR ELEVATIONS & EXT SIDE WALK ELEV @

DOOR = 501'

18 REMOVEABLE GUARDRAIL (SIM TO C9/AE520) @ 3'-6"

AFF. ANCHOR TO WALL

19 SHEET WALL PROTECTION

20 WATERPROOFING MEMBRANE & INSULATION

DRAINAGE PANELS

PS8

PS8

1/8" = 1'-0"D1AE201

F1 FIRST FLOOR PLAN

No. Date Revisions

1 4/20/12 AMENDMENT 7

CBarton Snapshot

Kiosk Line

MTouchette Arrow

MTouchette Line

MTouchette Arrow

MTouchette Line

MTouchette Line

MTouchette Line

MTouchette Line

MTouchette Line

MTouchette Line

MTouchette Arrow

MTouchette Arrow trose Line trose Line trose Line trose Line trose Line trose Text Box 6'-3 1/2" trose Text Box 4'-0" trose Callout

RFI 0215: 2'-9 1/2"

trose Cloud trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Line trose Callout RFI 0282: See Detail 4/S-003 for blocking out drain walls and slab.

trose Rectangle trose Rectangle trose Cloud trose Cloud trose Cloud trose Line trose Line trose Line

Project RFI #: 0437-0

Date Created: 06/05/2014

Priority: Normal

Request For Information

VA Jefferson Barracks Energy Plant - Contract#VA101F-12-C-0039/Proj#657CA2313A

Tel: Fax: Project # 003792.000 Answer Required By: 06/14/2014

Submitted BySubmitted To US Department of Veterans Affairs McCarthy Building Companies, Inc.

Kareem Souka Alex Schmidt

1 Jefferson Barracks Drive Building 101-T St. Louis, MO 63125

1341 North Rock Hill Road St. Louis, MO 63124

Subject: Access Ladder Discipline: Initiated By: McCarthy - Alex Schmidt Category: Ref RFI:

Reason:

Attachments DescriptionNameType Content

File EPUI - RFI 0437 - Access Ladder RFI 0437 - Access Ladder Sketch.pdf

Question

In the fuel pit of drawing AE101, due to the amount of piping the ladder that is shown will not allow for proper access into the pit. Is it acceptable to remove and add the ladders as shown in the attached file?

Date Answered: 06/11/2014Answer

Yes, your recommendation is acceptable.

-Kareem Souka 6/11/14

Architect/Engineer Signature

By:_________________________________________________ Date:__________________

Consultant:

Page 1 of 1Printed On: 6/11/14

Project RFI #: 0437-0

Date Created: 06/05/2014

Answer Required By: 06/14/2014

Kareem Souka Alex Schmidt

Subject: Access Ladder Discipline: Initiated By: McCarthy - Alex Schmidt

File EPUI - RFI 0437 - Access Ladder RFI 0437 - Access Ladder Sketch.pdf

In the fuel pit of drawing AE101, due to the amount of piping the ladder that is shown will not allow for proper access into the pit. Is it acceptable to remove and add the ladders as shown in the attached file?

Date Answered: Answer

Page 1 of 1Printed On: 6/6/14

ASchmidt

Snapshot

Rectangle

Text Box

Added Ladders

Arrow

Text Box

Removed Ladder

File Attachment

Project RFI #: 0379-0

Date Created: 02/27/2014

Answer Required By: 03/08/2014

Kareem Souka Teresa Rose

Subject: Control Panel Mounting Locations Discipline: Initiated By: McCarthy - Teresa Rose

File Control Panel Mounting Locations Control_Panel_Mounting_Locations.pdf

Contract drawings do not indicate location for building control panels. See the attached plans with the suggested locations. Each panel is 24"W x 36"H x 8"D and will be mounted at 36 inches above finished floor. Please confirm these locations are acceptable.

Date Answered: 02/28/2014Answer

We do not take any exception to these locations as long as the panels have been coordinated within the contractors BIM model and the locations are included on the final as-suilts.

The panels require 36-inches of front clearance and should meet the other National Electrical Code Article 110 requirements for electrical installations that are 600 volts or less. Other requirements are to allow full enclosure door opening swing, have working width as width of equipment or 30-inches whichever is greater. The working space height must be to the height of the equipment or a minimum of 6-1/2 feet whichever is greater.

Kareem Souka 2/28/2014

Page 1 of 1Printed On: 2/28/14 m Department of Veterans Affairs

Request for Information#: - 0379

Project: 657-313A

Contract Number: VA101F-12-C·0039 ·Energy Plant & Utility Infrastructure

To: McCarthy Building Companies, Inc.

Urgent: N Drawing Number:

Respond by: 03/08/2014 Specification Section:

Information. Requested:

Contract drawings do not indicate location for building control panels. See the attached plans with the suggested locations. Each panel is 24"W x 36"H x 8"0 and will be mounted at 36 inches above finished floor. Please confirm these locations are acceptable.

Requested By Jason Roberts Date 02/27/2014

Reply: .. .

We not take any exception to these locations as long as the panels have been coordinated within the contractors BIM model and the locations are included on the final as-builts.

The panels require 36-inches of front clearance and should meet the other National Electrical Code Article 110 requirements for electrical installations that are 600 volts or less. Other requirements are to allow full enclosure door opening swing, have working width as width of equipment or 30-inches whichever is greater. The working space height must be to the height of the equipment or a minimum of 6-1/2 feet whichever is greater.

Any questions, please contact: Kareem Souka

RepliedBy I~ Date 02/28/2014

PARAGON Program Management System

RFI02-01-RFI Reply

Report Date: February 28, 2014

Project RFI #: 0379-0

Date Created: 02/27/2014

Answer Required By: 03/08/2014

File Control Panel Mounting Locations Control_Panel_Mounting_Locations.pdf

Contract drawings do not indicate location for building control panels. See the attached plans with the suggested locations. Each panel is 24"W x 36"H x 8"D and will be mounted at 36 inches above finished floor. Please confirm these locations are acceptable.

Page 1 of 1Printed On: 2/27/14

F E

C

THE HIGHLIGHTED ITEMS SHOWN ARE PHYSICAL SECURITY. THE

PROSPECTIVE OFFERER IS TO TABULATE COSTS FOR THESE ITEMS

SEPARATELY FROM THE BASE BID COSTS. COSTS FOR PHYSICAL

SECURITY ITEMS ARE NOTED AS A SEPARATE LINE ITEM ON THE

PROPOSAL FORM. SEE SPECIFICATIONS FOR A DESCRIPTION OF THE

INDIVIDUAL PHYSICAL SECURITY ITEMS.

NOTE: NOT ALL PHYSICAL SECURITY NUMBERS USED THIS PAGE

PS5

PRECAST CONCRETE WALL PANELS STEEL SUPPORT/ BRACING

REQUIRED FOR PRECAST PANELS (SEE STRUCTURAL DRAWINGS FOR

MORE DETAIL)

PS6

BLAST RESISTANT DOOR. SEE DOOR SCHEDULE/ SPECIFICATIONS

PS7

BLAST RESISTANT DOOR. SEE DOOR SCHEDULE/ SPECIFICATIONS.

PS8

PRECAST CONCRETE WALL PANELS STEEL SUPPORT/ BRACING

REQUIRED FOR PRECAST PANELS. CONCRETE FOUNDATIONS. (SEE

STRUCTURAL DRAWINGS FOR MORE DETAIL)

PS9

STEEL FRAMING/ CONCRETE FOUNDATIONS HORIZONTAL BLAST

RESISTANT DOOR MOTORS/ CONTROLLERS / WIRING TO OPERATE

HORIZONTAL BLAST RESISTANT DOOR. (SEE STRUCTURAL &

ELECTRICAL DRAWINGS FOR MORE DETAIL)

PHYSICAL SECURITY

AE202

D1

AE201

F1

Control Room

1B 108

300 SF

Air Lock

C1-5

0 SF

C1

AE300

Men's Toilet

1B 103a

100 SF

Entry

1B 103

70 SF

Men's Lockers

1B 103b

60 SF

Women's Lockers

1B 101b

60 SF

Entry

1B 101

70 SF

Women's Toilet

1B 101a

Recyclable Storage

1B 102

120 SF

Break Room

1B 100

225 SF

Entry Room

1B 109

150 SF

Terminal Room-B

1B 105

Shower

1B 103c

50 SF

Shower

1B 101c

50 SF

Switchgear

1C 100

950 SF

1C 101

1100 SF 1221

1C 102

1200 SF

Areaway

1C 104

700 SF

1C 105

700 SF

203' - 9"

Vest.

C1-1

Corridor

C1-6

Chiller Bay

1A 100

7000 SF

Terminal Room-A

1B 107

Office

1B 106

150 SF

Housekeeping

1B 104

40 SF

Sound Lock

C1-4

C1-3

/8

FD FD

AE520

Substation

SITE

2400 SF

5 5

5 5

F5

AE302

AE201A1

AE401

F8

AE504

A6

E1

AE502

F4

C1-2

Generator Bay

1C 103

4000 SF

1B 100.1

1B 102

.4

3' - 5"

/4

6' - 0 5/16"

9' - 0 3/4" 13' - 0 11/16"

A

D

.3

8' - 5" 10' - 7 7/8" 8' - 5" 15' - 4 11/16" 8' - 5" 39' - 3" 14' - 9" 1' - 0"

3' - 5" 4' - 3 1/2"

16' - 0 3/4"

MO

6' - 4"

3' - 8" 19' - 2"

M O

/1

3' - 4" 3' - 3"

6' - 4" 20' - 1"

4' - 0"

6' - 3 1/2"

H12d

H12fH12f

H12f

H12f

H12dH12d

H8f

7' - 0"

1' - 4"

3' - 5" 10' - 3 1/2"

1B 106

C1 41A 100.1

1B 108

B

1B 107

1B 105

C1 5 1C 104.2

1C 104.1

.2

1C 101.3

1C 105.2

1C 105.1

.11

1A 101.2

.1

/1

54' - 0"

1C 101.2

A1

A3

1' - 0" 6' - 0" 16' - 0" 17' - 3" 1' - 0"

A8

C8

1B 101.1

1B 103.1

L

BL 1B108C

3' - 8"

3' - 8"

1A 100.3

/2

1110984

G

321 5 6 7

H

J

A.6

3.7

A.1

C.5

Blast_N

Blast_W

Blast_S

3' - 0" 18' - 10 7/16" 3' - 10 3/8"

8' - 0 1/16"

1' - 7 3/16"

.0

90.0°

AE520 F9

8" 8"

1D 100.1

1' - 9"

2' - 0"8"

1' - 0"

11.1 12.5 13.1 14.1 15.1 15.9

D.1

C.6

C.1

A.8

A.4

A.2

12 13 14 15

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

Boiler Bay

1A 101

7500 SF

500'-4" 500'-4" 500'-4"

500'-4"500'-8"

500'-8"

501'-0"

DEPRESSED CONC

FOR GUIDERAIL

(CROSS-HATCHED AREA)

EDGE OF GB

EDGE OF GB

AE520 F9

OPH

FUTURE EXPANSION

1D 100.2

STEEL BLAST RESISTANT

ROLLING SECURITY DOOR

14 14

14 14

14 14 14 14 14 14

14 14 14

14 14 14

171717

AE502

C7 F2

A6

GENERAL PLAN NOTE:

FINAL FLOOR DRAIN LOCATIONS TO BE DETERMINED

ACCORDING TO SELECTION OF FINAL EQUIPMENT

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

JEFFERSON BARRACKS DIVISION

ARCHITECT: ENERGY PLANT & UTILITY

INFRASTRUCTURE

657-313A Office ofOffice ofOffice ofOffice of ConstructionConstructionConstructionConstruction and Facilitiesand Facilitiesand Facilitiesand Facilities ManagementManagementManagementManagement o n e e ig h o n fo t 1 re c h e s o n t e a n d o n e h a lf in c h e s o n e in c h o n q u a rt h o n e h a lf in c h o n ig s c h o n e q u a rt r h o n

VA FORM 08-6231 PRINT DATE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

1 2 3 4 5 6 87 9

97 8654321

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

THE SEAL(S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT

TO WHICH THEY ARE AFFIXED, AND

WE EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2012 CHRISTNER INC.

Department of Veterans Affairs118

NORTH

STRUCTURAL ENGINEER:

KPFF CONSULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING:

KJWW ENGINEERING CONSULTANTS

#15 SUNNEN DRIVE, SUITE 104

ST. LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862 5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

CERTIFICATE OF

AUTHORITY: 000842

4/19/2012 2:39:31 PM

FIRST FLOOR PLAN

06 JULY 2012 JDL MW

AE101

DWG 95 OF

FULLY SPRINKLERED

KEYED NOTES - PLAN

1 ALIGN

2 SLOPE FLOOR 1/4"/FT TO DRAIN

3 ACCESS LADDER - SEE F9/AE520

4 FIRE EXTINGUISHER AND BRACKET

5 PIPING TRENCH - SEE STRUCTURAL

6 GUARDRAIL - SEE DETAIL C9/AE520

7 DEPRESSED SLAB/PIT - SEE STRUCTURAL

8 16' - 0" HIGH MECHANICAL DAMPER - SILL @ 2' - 0" AFF

9 14' - 8" HIGH MECHANICAL DAMPER - SILL @ 3' - 4" AFF

10 10' - 0" HIGH MECHANICAL DAMPER - SILL @ 2' - 0" AFF

11 8" HIGH CONC CURB - SEE STRUCTURAL

12 PROVIDE STUD FURRING, THERMAL BATTS AND VAPOR

RETARDER AT FOUNDATION WALL SIM TO F1/AE303

13 LINE OF ACOUSTICAL BARRIER ABOVE

14 CONC EQUIPMENT PAD - SEE STRUCTURAL

15 OVERHANG ABOVE

16 INSIDE FLOOR ELEVATIONS & EXT SIDE WALK ELEV @

DOOR = 495'

17 INSIDE FLOOR ELEVATIONS & EXT SIDE WALK ELEV @

DOOR = 501'

18 REMOVEABLE GUARDRAIL (SIM TO C9/AE520) @ 3'-6"

AFF. ANCHOR TO WALL

19 SHEET WALL PROTECTION

20 WATERPROOFING MEMBRANE & INSULATION

DRAINAGE PANELS

1/8" = 1'-0"D1AE201

F1 FIRST FLOOR PLAN

No. Date Revisions

1 4/20/12 AMENDMENT 7

Cloud

Callout

Chiller and Cooling Tower Control Panels (Typ. 4)

Boiler HHW Panels (Typ. 2)

RO System Panel (Typ. 1)

Generator Panel (Typ. 1)

AE201E6

(OPEN TO BELOW)

(OPEN TO BELOW)

(OPEN TO BELOW) (OPEN TO BELOW)

(CHILLER BAY ROOF - SEE F1/AE103)

(OPEN TO

BELOW)

INACCESSIBLE AREA OF

FUTURE EXPANSION

GUARDRAIL - SEE DETAIL C9/AE520

AE102

AE201A1

AE303

C6

F6

E8

Lower Mezzanine

2B 100

1650 SF

Upper Mezzanine

2C 100

450 SF

F3

AE540

C5

AE540

1110984

321 5 6 7

3.7

C.5

Blast_N

Blast_W

ROOF - SEE F1/AE103

1' - 4 5/8" 8" 8"

11"

8" 8"

G6f

F7

AE503

Generator Bay

SwitchgearSwitchgear

Boiler Bay

1 HR RATED

ENCLOSURE

ABOVE AT

ROOF

(PROVIDE GYP BD ACOUSTICAL

BARRIER ON BOTTOM OF STL

BEAMS. SEE C7/AE540) F7

1' - 0"

BELOW @

511' ELEV.

11.1 12.5 13.1 14.1 15.1 15.9

D.1

C.6

C.1

A.8

A.4

A.2

12 13 14 15

507'-0"

519'-3"

514'-0"

C3

LEDGE ABOVE

LEDGE ABOVE

SEALANT

AROUND

JOINT

AE501

2' - 0" 4' - 2"

3' - 6"

Battery

2C 101

2' - 0"

M.O.

6' - 4"

H8d

H8d

8' - 5" 3' - 8 13/16"

AE611

1 HR RATED ENCLOSURE

ABOVE AT ROOF TO

ENCLOSE MECH. DUCTS

AE503 SIM

C4

AE611

CATWALK

SEE

STRUCTURAL

8' - 2 1/2" 1' - 9 7/16"

2' - 9 7/16"

A9

C9

A9

2' - 8"

SIM

V

R T

IC

S

U P

LADDER

WITH CAGE

LOUVER

5 6

V

IC

U

THE HIGHLIGHTED ITEMS SHOWN ARE PHYSICAL SECURITY. THE PROSPECTIVE OFFERER

IS TO TABULATE COSTS FOR THESE ITEMS SEPARATELY FROM THE BASE BID COSTS.

COSTS FOR PHYSICAL SECURITY ITEMS ARE NOTED AS A SEPARATE LINE ITEM ON THE

PROPOSAL FORM. SEE SPECIFICATIONS FOR A DESCRIPTION OF THE INDIVIDUAL

PHYSICAL SECURITY ITEMS.

NOTE: NOT ALL PHYSICAL SECURITY NUMBERS USED THIS PAGE

PRECAST CONCRETE WALL PANELS / STEEL SUPPORT AND BRACING REQUIRED FOR

PRECAST PANELS (SEE STRUCTURAL DRAWINGS FOR MORE DETAIL)

PRECAST CONCRETE WALL PANELS AND STEEL SUPPORT AND BRACING REQUIRED FOR

PRECAST PANELS. CONCRETE FOUNDATIONS. (SEE STRUCTURAL DRAWINGS FOR MORE

DETAIL)

STEEL FRAMING / CONCRETE FOUNDATIONS / HORIZONTAL BLAST RESISTANT ROLLING

GATE / MOTORS / CONTROLLERS / WIRING TO OPERATE HORIZONTAL BLAST RESISTANT

DOOR. (SEE STRUCTURAL & ELECTRICAL DRAWINGS FOR MORE DETAIL)

PHYSICAL SECURITY

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS:

JEFFERSON BARRACKS DIVISION

ARCHITECT: ENERGY PLANT & UTILITY

INFRASTRUCTURE

657-313A Office ofOffice ofOffice ofOffice of ConstructionConstructionConstructionConstruction and Facilitiesand Facilitiesand Facilitiesand Facilities ManagementManagementManagementManagement e e ig h o n t 1 c h e s o n e a n d o n e h a lf in c h e s o n e in c h o n q u a rt h o n e h a lf in c h o n ig s c h o n e q u a rt r h o n

VA FORM 08-6231 PRINT DATE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

1 2 3 4 5 6 87 9

97 8654321

TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM

168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105

ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS

THE SEAL(S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT

TO WHICH THEY ARE AFFIXED, AND

WE EXPRESSLY DISCLAIM ANY

RESPONSIBILITY FOR ALL OTHER

PLANS, SPECIFICATIONS,

ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS

RELATING TO OR INTENDED TO BE

USED FOR ANY PART OF PARTS OF

THE PROJECT.

© COPYRIGHT 2012 CHRISTNER INC.

Department of Veterans Affairs118

NORTH

STRUCTURAL ENGINEER:

KPFF CONSULTING ENGINEERS

1630 DES PERES ROAD, SUITE 100

ST. LOUIS, MO 63131

PHONE: (314) 835-0524

MECHANICAL/ELECTRICAL/PLUMBING:

KJWW ENGINEERING CONSULTANTS

#15 SUNNEN DRIVE, SUITE 104

ST. LOUIS, MO 63143

PHONE: (314) 645-1132

CODE CONSULTANT/FIRE PROTECTION:

CODE CONSULTANTS, INC.

2043 WOODLAND PARKWAY, SUITE 300

ST. LOUIS, MO 63146

PHONE: (314) 991-2633

CIVIL ENGINEER:

STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.

257 CHESTERFIELD BUSINESS PARKWAY

CHESTERFIELD, MO 63005

PHONE: (636) 530-9100

ESTIMATING:

KWAME BUILDING GROUP, INC.

1204 WASHINGTON AVENUE, SUITE 200

ST. LOUIS, MO 63103

PHONE: (314) 862 5344

HAZARDOUS MATERIALS:

ALTEC ENVIRONMENTAL CONSULTING, LLC

P.O. BOX 17867

SHREVEPORT, LA 71138-0867

PHONE: (318) 687-3771

CERTIFICATE OF

AUTHORITY: 000842

4/19/2012 2:40:23 PM

MEZZANINE PLAN

06 JULY 2012 JDL MW

AE102

DWG 96 OF

FULLY SPRINKLERED

KEYED NOTES - PLAN

1 ALIGN

2 SLOPE FLOOR 1/4"/FT TO DRAIN

3 ACCESS LADDER - SEE F9/AE520

4 FIRE EXTINGUISHER AND BRACKET

5 PIPING TRENCH - SEE STRUCTURAL

6 GUARDRAIL - SEE DETAIL C9/AE520

7 DEPRESSED SLAB/PIT - SEE STRUCTURAL

8 16' - 0" HIGH MECHANICAL DAMPER - SILL @ 2' - 0" AFF

9 14' - 8" HIGH MECHANICAL DAMPER - SILL @ 3' - 4" AFF

10 10' - 0" HIGH MECHANICAL DAMPER - SILL @ 2' - 0" AFF

11 8" HIGH CONC CURB - SEE STRUCTURAL

12 PROVIDE STUD FURRING, THERMAL BATTS AND VAPOR

RETARDER AT FOUNDATION WALL SIM TO F1/AE303

13 LINE OF ACOUSTICAL BARRIER ABOVE

14 CONC EQUIPMENT PAD - SEE STRUCTURAL

15 OVERHANG ABOVE

16 INSIDE FLOOR ELEVATIONS & EXT SIDE WALK ELEV @

DOOR = 495'

17 INSIDE FLOOR ELEVATIONS & EXT SIDE WALK ELEV @

DOOR = 501'

18 REMOVEABLE GUARDRAIL (SIM TO C9/AE520) @ 3'-6"

AFF. ANCHOR TO WALL

19 SHEET WALL PROTECTION

20 WATERPROOFING MEMBRANE & INSULATION

DRAINAGE PANELS

1/8" = 1'-0"

UPPER MEZZANINE (521' elevation)

1/8" = 1'-0"E1AE102

F1 LOWER MEZZANINE CURTAIN WALL (511' elevation)

E9

EAST AREAWAY ( 532'-8" elevation)

WEST AREAWAY (532'-8" elevation)

LOUVER

LADDER

WITH CAGE

No. Date Revisions

1 4/18/12 AMENDMENT 6

2 4/20/12 AMENDMENT 7

MAU Panel (Typ. 1)

AHU-1 Panel (Typ. 1)

AHU-2 Panel (Typ. 1)

AHU-3 Panel (Typ. 1)

Project RFI #: 0215-1

Date Created: 05/29/2013

Answer Required By: 06/07/2013

Kareem Souka Matt Touchette

Subject: Steps in foundation wall dimension clarification Discipline: Initiated By: McCarthy - Matt TouchetteStructural

ClarificationReason:

File EPUI - RFI 0215 - Steps in foundation wall dimension clarification.pdf

EPUI_-_RFI_0215_-

_Steps_in_foundation_wall_dimension_clarification.pd f

Please refer to the attached sketches, Volume 1 drawing AE201 detail D1 for the south elevation, and Volume 1 AE202 detail D1 for the north elevation. Please clarify the dimensions of the steps in the foundation wall off of column lines for the south and north elevations.

Date Answered: 05/29/2013Answer

Dimensions shown on AE202 are to center line of joint. Precast wall edge is to line up with edge of concrete foundation wall allowing the 3/4" joint to be continuous where the adjacent precast wall runs down past the horizontal joint of the concrete foundation wall and precast wall above. Coordinate foundation wall and precast wall to ensure that joints line up as described.

See dimensional mark ups and notes with PDFs attached.

Please review previously issued SI 0004 (RFP D-011) as it directly relates to this RFI.

Kareem Souka 05/29/2013

Page 1 of 1Printed On: 5/29/13

KPFF: Arch to verify and GC to coordinate(CHRISTNER) COORDINATE ALL

CURTAIN WALL OPENINGS WITH

CURTIAN WALL SUPPLIER

COORDINATE ALL DOOR OPENINGS

WITH DOOR SUPPLIER

Please clarify the dimension from the step in the foundation wall to the column lines

AE301

10' - 3

10' - 4 3/4"7' - 10 9/16"9/16"

1'

2'

2'

Q

EQ

(CI 5/13/13) EDGE

OF FDTN WALL

F3

AE500

C8

4 5

TT

Q 38

EQ EQ

RETAINING WALL - SEE CIVIL

2' - 6"

1'

(CI 5/13/13) This is dimensioned on floor plan sheet AE101

(CI 5/16/13)

OK (CI 5/16/13) YES,

THEY SHOULD

ALIGN

1'-6 1/2"

(CI 5/16/13) SUPPLIMENTAL INFORMATION TO RFI # 215

11'-11 1/4"

6'-4 1/4"

3'-3 1/2"

3'-0 3/4"

(CI 5/16/13) SEE SI

#004 ISSUED ON

2/13/13

ATTATCHED AS

LAST (4) SHEETS

OF THIS PDF FOR

REFERENCE

(CI 5/16/13) 1'-0" OFF

OF COL LINE 6 PER

SI #004.

COORDINATE WITH

PRECAST SUPPLIER

FOR CONNECTIONS

AND EMBEDMENTS

1'-6 1/2"

YES

4'-0"

6'-3 1/2"

(CI 5/28/13) THIS

DIMENSION IS TO THE

ALUMINIUM CURTAIN

WALL, SUBRTRACT +/-

3/4" FOR SEALANT

JOINT.

(CI 5/16/13)

WRONG, SEE RFI

#154 FOR NEW

LOCATION OF

DOOR

11'-10 1/4"

SEE SI #004 FOR

DETAIL HERE

YES

2'-9 1/2"

Project RFI #: 0392-0

Date Created: 03/31/2014

Answer Required By: 04/09/2014

Subject: Future Generator Exhaust Damper

Drawing AE 101 Note 10 calls for a 10' high mechanical damper for the future generator exhaust, and states to "see mechanical drawings". There is no reference to a future generator damper on the mechanical or electrical drawings, and is not called out on the damper schedule. Please advise if a motorized damper is required.

Suggestion

Infill opening with metal studs and cover with sheet metal.

Date Answered: 04/10/2014Answer

A motorized damper is not required, infill the opening with 6” metal studs and cover both sides with 16 gauge galvanized sheet metal, wall to be flush with generator side of the opening.

Kareem Souka 4/10/2014

Page 1 of 1Printed On: 4/14/14

Rose, Teresa

From: Souka, Kareem (CFM) <Kareem.Souka@va.gov>

Sent: Thursday, April 10, 2014 9:52 AM

To: Rose, Teresa

Cc: Miller, Christopher J; Koonce, Michelle L. (STL); Brown, William (Cabot) (CFM); Roberts, Jason; Linda Lenceski

Subject: RE: EPUI - RFI 0392 - Future Generator Exhaust Damper

Follow Up Flag: Follow up

Flag Status: Flagged

Jason, Our response to RFI-392 is as follows:

A motorized damper is not required, infill the opening with 6” metal studs and cover both sides with 16 gauge galvanized sheet metal, wall to be flush with generator side of the opening.

Let me know If you have any questions.

Kareem Souka

Senior Resident Engineer

314-894-6108 (o)

202-341-4136 (c)

From: Rose, Teresa [mailto:TRose@mccarthy.com]

Sent: Monday, March 31, 2014 10:04 AM

To: Souka, Kareem (CFM); Koonce, Michelle L. (STL); Brown, William (Cabot) (CFM)

Cc: Miller, Christopher J

Subject: [EXTERNAL] EPUI - RFI 0392 - Future Generator Exhaust Damper

Kareem, Please see the attached RFI 0392 regarding the exhaust damper for the future generator.

Thank you, Teresa Rose Project Engineer

McCarthy Building Companies, Inc.

VAJB Energy Plant & Utility Infrastructure #3792

1 Jefferson Barracks Dr. | St. Louis, MO 63125 314-714-4378 x49107 mccarthy.com

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150 Years – And We’re Just Getting Started.

Project RFI #: 0392-0

Date Created: 03/31/2014

Answer Required By: 04/09/2014

Subject: Future Generator Exhaust Damper

Drawing AE 101 Note 10 calls for a 10' high mechanical damper for the future generator exhaust, and states to "see mechanical drawings". There is no reference to a future generator damper on the mechanical or electrical drawings, and is not called out on the damper schedule. Please advise if a motorized damper is required.

Infill opening with metal studs and cover with sheet…