Am_4_-_Attach_13_VOL_3_A-504_26MAY2016.pdf

PDF 116 KB Posted

Attached to
AIT Barracks- Phase III, Ft. Lee, Virginia
Solicitation number
W91236-16-R-0010
Issued by

About this file

AM 4 - ATTACH 13 VOL 3_A-504_26MAY2016

View the file

Other files

File Type Posted
W91236-16-R-0010-0008.pdf PDF
W91236-16-R-0010-0007.pdf PDF
VOL_2_A-601_3JUN2016.pdf PDF
W91236-16-R-0010-0006.pdf PDF
VOL_3_EP703_3JUN2016.pdf PDF
VOL_2_EL502_3JUN2016.pdf PDF
VOL_3_EL502_3JUN2016.pdf PDF
VOL_4_M-601_3JUN2016.pdf PDF
VOL_4_P-502_3JUN2016.pdf PDF
VOL_2_EL701_3JUN2016.pdf PDF
VOL_3_EP601_3JUN2016.pdf PDF
VOL_2_EP104_3JUN2016.pdf PDF
VOL_2_EP601_3JUN2016.pdf PDF
VOL_2_E-001_3JUN2016.pdf PDF
BARRACKS_SPECIFICATION_14_21_23_-_ELECTRIC_TRACTION_PASSENGER_ELEVATORS_3JUN2016.pdf PDF
VOL_3_EL701_3JUN216.pdf PDF
VOL_3_M-602_3JUN2016.pdf PDF
VOL_2_M-601_3JUN2016.pdf PDF
VOL_2_EP703_3JUN2016.pdf PDF
VOL_2_EP702_3JUN2016.pdf PDF
VOL_3_EP702_3JUN2016.pdf PDF
VOL_3_EP701_3JUN2016.pdf PDF
VOL_2_M-001_3JUN2016.pdf PDF
VOL_3_M-601_3JUN2016.pdf PDF
VOL_2_EP701_3JUN2016.pdf PDF
VOL_3_E-001_3JUN2016.pdf PDF
VOL_4_QF512_3JUN2016.pdf PDF
VOL_2_M-602_3JUN2016.pdf PDF
W91236-16-R-0010-0005.pdf PDF
VOL_3_A-601_3JUN2016.pdf PDF
Hazard_Assessment_Survey_2013.pdf PDF
VOL_4_QF603_3JUN2016.pdf PDF
VOL_3_EP102_3JUN2016.pdf PDF
Am_4_-_Attach_09_VOL_2_S-108_26MAY2016.pdf PDF
Am_4_-_Attach_25_VOL_4_A-510_26MAY2016.pdf PDF
Am_4_-_Attach_01_VOL_1__CS101-103_26MAY2016.pdf PDF
Am_4_-_Attach_16_VOL_3_S-003_26MAY2016.pdf PDF
Am_4_-_Attach_11_VOL_3_A-112_26MAY2016.pdf PDF
Am_4_-_Attach_08_VOL_2_S-003_26MAY2016.pdf PDF
Am_4_-_Attach_10_VOL_3_A-101_26MAY2016.pdf PDF
Am_4_-_Attach_02_VOL_2_A-002_26MAY2016.pdf PDF
Am_4_-_Attach_22_VOL_3_S-501_26MAY2016.pdf PDF
Am_4_-_Attach_17_VOL_3_S-102_26MAY2016.pdf PDF
synthetic_turf_spec.pdf PDF
Am_4_-_Attach_18_VOL_3_S-105_26MAY2016.pdf PDF
Am_4_-_Attach_07_VOL_2_G-002_26MAY2016.pdf PDF
Am_4_-_Attach_03_VOL_2_A-101_26MAY2016.pdf PDF
Am_4_-_Attach_23_VOL_4_A-101_26MAY2016.pdf PDF
Am_4_-_Attach_15_VOL_3_G-002_26MAY2016.pdf PDF
Am_4_-_Attach_04_VOL_2_A-112_26MAY2016.pdf PDF
Show 40 more

Latest 50 of 94 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

PRECAST SHAPES SCHEDULE

TYPE SECTION NOTES/PLAN/ELEVATION

PC-5

PC-1

PC-4

PC-2

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

PLAN

PC-6

PLAN

5 5/8"

5/

8" 1"

4 5/8"

5/

8"

5/ 8"

PC-3

5/

8"

NOTE

NOTE

REINFORCE ALL SHAPES AS NECESSARY TO ACCOMMODATE STRUCTURAL LOADS

5" 1' - 0 5/8"

1' - 5 5/8"

NOTE

PROVIDE PRECAST LINTEL BAND FOR ALL WINDOW

HEADS ON FIFTH FLOOR UNLESS NOTED OTHER

WISE.

PROVIDE BAND BENEATH PC-1/PC-5 AND ABOVE CMU

WATER TABLE.

NOTE

PROVIDE BAND AT FIRST FLOOR WINDOW SILL AND

WHERE BRICK VENEER SITS ON TOP OF PRECAST.

NOTE

PROVIDE AT TOP

OF EXTERIOR

COLUMNS AT

FRONT ENTRY &

COVERED

ASSEMBLY AREA

NOTE

PROVIDE AT

WATER TABLE

OF EXTERIOR

COLUMNS AT

FRONT ENTRY &

COVERED

ASSEMBLY AREA

1"

2' - 8"

2'

8"

3 5/8"

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

1' - 2 1/4"

8 5/8"

5/

8" 1"

7 5/8"

5/

8"

2' - 5"

1/2"

2'

5"

1"

5 5/8"

5/

8" 1"

4 5/8"

5/

8"

3 5/8"

5/

8"

1/

2"

1/

2" 1 1/

8" PROVIDE COPING AT TOP OF PARAPET WALLS.

EXISTING SCREEN WALL

ALL POSTS TO BE BUTTED

UP AGAINST WALL

CHAIN LINK DOOR

19' - 0"

EXISTING SCREEN WALL

56' - 0" +/-

75' - 0" +/-

10' - 0" 9' - 0"

EQ

EQ

EQ

EQ EQ

A-504

A-504 A-504

TOP OF

COPING

BOT OF

SOLDIER

COURSE

TOP OF SLAB

AT PAVING

INTERSECTION

+8'-6"

+2'-8"

0'-0"

EJT

H

EI

G H

T O

F M

ET

AL

F

EN

C

IN

G

6'

-6

8'

6"

H

EI

G H

T O

F M

ET

AL

C H

AI

N

L

IN

K

PO

ST

S

5'

0"

19' - 0"

EJT

4" DIAMETER

GALVANIZED POST

1 5/8" OD

GALVANIZED RAIL

CHAIN LINK

TOP OF

CHAIN LINK FENCE

25'-0"

1 5/8" OD

GALVANIZED RAIL

A-504

A-504

A-504

A-504

TOP OF SLAB

AT PAVING

INTERSECTION

0'-0"

TOP OF

COPING

+8'-6"

1' - 1 1/4"

7' - 6"

1'

0" 2'

0"

8'

0" 6"

4" 2"

2' - 6 1/2"

TOP OF SLAB

AT PAVING

INTERSECTION

0'-0"

8'-0" HIGH CHAIN LINK DOUBLE DOORS

19' - 0" EXISTING SCREEN WALL

GENERAL NOTES

1. REFER TO KEYNOTES ON SHEET A-504

2. SEE STRUCTURAL DRAWINGS FOR PIER SUPPORT DETAIL US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

FI

LE

N U

M

BE

R

1 2 3 4 5

D

C

B

A

28096

A-504

VOLUME 3

P R E-

C

AS

T S C

H

ED

U

LE

C

O O

L I N

G T

O W

ER

A D

D -O

N

A

IT

B A

R

RA

CK

S

CO

M

PL

EX

PH

A

SE

3 0

M

A N

N O

R

FO

LK

D

I S

TR

IC

T

N O

R

FO

LK

, V

A

D . G eb le r

M . J oh ns on

D . G eb le r

E.

W hi te

A

PR

-PR

O

JE

C

T N

U M

BE

R

C O

N

TR

AC

T

N O

A A -

4-

F O R

T L E

E, V

I R G

IN

I A

3/4" = 1'-0"

PRECAST CONCRETE SCHEDULE

0'

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

1' 2' 3' 4'

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

B

Y

AM

EN

D

M

EN

T

M

AY

A-013 A-504 1/8" = 1'-0"

1 COOLING TOWER SCREEN WALL PLAN

A-504 A-504 1/2" = 1'-0"

3 COOLING TOWER SCREEN WALL SECTION

A-504 A-504 1 1/2" = 1'-0"

4 COOLING TOWER DETAIL SECTION

A-504 A-504 1 1/2" = 1'-0"

5 COOLING TOWER DETAIL SECTION

A-504 A-504 1/8" = 1'-0"

2 COOLING TOWER SCREEN WALL ELEVATION

0'

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

1' 2'

8'0' 16' 24'

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

Sheets
A-101 - OVERALL FIRST FLOOR PLAN
A-112 - FIRST FLOOR PLAN AREA "B"
A-504 - PRE-CAST SCHEDULE & COOLING TOWER ADD-ON
A-551 - LAWN EQUIPMENT BUILDING DRAWINGS

File details come from the government source that posted it. Updated .