Addendum_2_Structural_Sheet_S102.pdf

PDF 322 KB Posted May 4, 2017

Attached to: Construct Remote Piloted Aircraft Operations Center (RPA), Distributed Communications Ground System (DGS), and Targeting Intelligence Production Squadron (IS) Sensitive Compartmentalized Information Facility (SCIF)
Solicitation number: W912JF-17-R-0002
Issued by: Department of the Army Arkansas Army National Guard

About this file

From the source

S102

View the file

Other files

File	Type	Posted
W912JF-17-R-0002-0003_Solicitation_Amendment_Conforming_Copy.pdf	PDF	May 11, 2017
W912JF-17-R-0002-0003_Solicitation_Amendment.pdf	PDF	May 11, 2017
Addendum_2_-_08_41_13.pdf	PDF	May 4, 2017
Addendum_2_MILCON_SCIF.docx	DOCX document	May 4, 2017
Addendum_2_-_12_22_00.pdf	PDF	May 4, 2017
Addendum_2_-_10_22_19.pdf	PDF	May 4, 2017
Questions_and_Answers_May_4_2017.xlsx	XLSX spreadsheet	May 4, 2017
Addendum_2_-_08_33_23.pdf	PDF	May 4, 2017
Addendum_2_-_14_24_00.pdf	PDF	May 4, 2017
Addendum__MILCON_SCIF.docx	DOCX document	May 4, 2017
Amendment_2_-_May_4_2017.pdf	PDF	May 4, 2017
Addendum_2_-_32_31_13.pdf	PDF	May 4, 2017
Addendum_2_-_10_51_55.pdf	PDF	May 4, 2017
Addendum_2_Electrical_Lighting_Plan_EL101.pdf	PDF	May 4, 2017
Addendum_2_-_07_60_00.pdf	PDF	May 4, 2017
W912JF-17-R-0002-0001_Solicitation_Amendment.pdf	PDF	Apr 28, 2017
Addendum_1_MILCON_SCIF.docx	DOCX document	Apr 24, 2017
SCIF_Site_visit_sign_in_sheet.pdf	PDF	Apr 14, 2017
EXHIBIT_A_-_Past_Performance_Relevancy_Questionnaire.doc	DOC document	Mar 30, 2017
EXHIBIT_C_Past_Performance.doc	DOC document	Mar 30, 2017
W912JF-17-R-0002_Solicitation.pdf	PDF	Mar 30, 2017
EXHIBIT_B_Subcontractor_Consent_Form.doc	DOC document	Mar 30, 2017

Show all 22

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

191'-8"

34'-3 1/2" 37'-2" 13'-5 1/2" 25'-1 1/2" 20'-3" 22'-9" 6'-7" 14'-4 1/2"

17'-8"

1 2 3 4 5 6 7 9

BRACED

FRAME 1

BRACED

FRAME 2

BRACED

FRAME 3

BRACED

FRAME 5

BRACED

FRAME 4

W18x35 (16)

W18x40 (12)

W18x40 (16)

W18x40 (18)

W18x35 (16)

W18x46 (40)

W18x40 (36)

W18x35 (14)

W18x40 (14)

W18x35 (16)

W18x40 (18)

W18x46 (20)

W18x50 (14)

W21x44 (20)

W21x48 (14)

W21x68 (16)

W10x15 (8)

W10x15 (8) W14x22 (10)

W8x15 (6)

W14x22 (10)

W14x22 (10)W10x15 (8)

W10x15 (8)

W16x26 (8) W14x22 (10)

W14x22 (10)

W12x16 (8)

W14x22 (10)

W10x15 (8)

W12x53 W12x30

W x

NOTE 6,

TYP

NOTE 6,

TYP

NOTE 6,

TYP

S-201S-102

W18x50 (13)

W x

W12x26 (8)

W21x62 (13)

W x

18"

EDGE OF SLAB

18"

T Y

1'-4"

TYP

T Y

COLD-FORMED

STEEL FRAMED

LOW ROOF

BELOW

W18x35 (16)

52"

W18x40 (30)

W x

SEE 3/S-302

AND 1/S-312

W x

S101 S401

FRAMING BELOW

NOTE 6,

TYP

1'-4"

TYP

S-205S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

S102 S311

TYP

S102 S311

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

TYP

S-311S-102

W x

NOTE 7,

TYP

D E

C K

P A

N O

T E

D E

N O

6'-11"

15'-3 1/2" 3'-6"

7'-6" 2'-4"

W x

10'-7"11'-0"17'-0"

W12x26

[-4'-2 1/2"]

W x

F.5

30k

1'-4"

30k

30k 30k

34k

41k k

S-312S-102

16k 16k

34k

(GIRT) (GIRT)

I R

TYP

S-311S-102

18" 18" k

SHEET NOTES:

1. SEE SHEET S-001 AND S-002 FOR GENERAL NOTES.

2. SEE SHEET S-201 FOR BRACED FRAME ELEVATIONS.

2. SEE SHEET S-311 FOR STEEL FRAMING DETAILS.

3. SEE SHEET S-601 FOR COLUMN SCHEDULE.

4. TYPICAL TOP OF STEEL ELEVATION AT SECOND FLOOR = 15'-4

REFERENCED TO DATUM TOP OF FINISHED FLOOR ELEVATION 0'-0" AT FIRST

FLOOR. ELEVATIONS SHOWN THUS [+X'-X"] ARE IN REFERENCE TO THE

ESTABLISHED TOP OF STEEL.

5. FLOOR CONSTRUCTION IS 2

" LIGHTWEIGHT CONCRETE ON 3" DEEP, 20

GAUGE COMPOSITE STEEL DECK FOR AN OVERALL DEPTH OF 5

6. SEE SHEET S-331 FOR EXTERIOR WALL COLD-FORMED FRAMING.

7. COORDINATE SLAB OPENINGS WITH ARCHITECTURE AND MEP. REFER TO

DETAILS 9/S-311 AND 12/S-311.

8. COORDINATE LOCATION OF EXTERIOR STAIRS WITH ARCH DRAWINGS.

9. COORDINATE SLAB STEPS WITH ARCH DRAWINGS.

INDICATES BRACED

FRAME LOCATION

INDICATES SPAN OF

STEEL DECK

SYMBOLS

SECOND FLOOR

FRAMING PLAN

S-102

1 4/26/17 Amendment 2

X X

8' 4' 0 8' 16'

1/8"=1'-0"

SECOND FLOOR FRAMING PLAN

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

KEY PLAN

REGISTRATION

CONSULTANTS

CONSULTANT

AECOM

AECOM TECHNICAL SERVICES, INC

10 S. JEFFERSON ST.

ROANOKE, VIRGINIA 24011

540.857.3100 tel 540.857.3180 fax www.aecom.com

CLIENT

PROJECT

AIR NATIONAL GUARD

NDAA CONSTRUCT DGS

RPA IS

FORT SMITH, ARKANSAS

PROJECT NUMBER

60330398

A R

H x

SHEET TITLE

SHEET NUMBER

ISSUE/REVISION

I/R DATE DESCRIPTION

F I L

E N

A M

R L

I N

G T

O N

A A

E C

O M

N E

T C

O M

R L

I N

G T

O N

C S

R O

J E

C T

S B

D L

I R

U A

R D

N G

M I T

I F

O R

A D

H E

E T

S S

W G

L A

D I M

I R

I C

L O

A T

P R

O J E

A G

E M

E N

I N

I T

I A

I G

N E

H E

C K

R O

V E

GRAPHIC SCALES

UNCLASSIFIED//FOR OFFICIAL USE ONLY

PLAN NORTH

B-3 FINAL SUBMITTAL

06/23/2016

188th OPERTNL Contract

BLDG 108

4850 Leigh Avenue

Fort Smith, AR 72903-6096

Sheets and Views

30x42

File details come from the government source that posted it. Updated Nov 14, 2017.