AMMENDMENT 0005 ATTACHMENT_657.313A.75.AE101.A7.pdf

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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

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A

C

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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 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

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

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THE SEAL(S) AND SIGNATURE(S)

APPLY ONLY TO THE DOCUMENT

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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:

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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