DWG D713-23-006.pdf

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Attached to
STORAGE STRUCTURE Federal contract opportunity
Solicitation number
SPMYM323Q8047
Issued by
Defense Logistics Agency Land and Maritime

About this file

This document package includes engineering drawings and specifications for a storage structure, along with details of a related federal contract opportunity posted on the Federal Business Opportunities website.

The engineering drawings specify requirements for fabricating a lift-empty-only storage tower approximately 5,000 pounds in weight and over 30 feet tall. The tower will consist of cradle channels, wheel pads, support beams, stiffening gussets, padeyes, leg beams, base plates, bolts, nuts, washers and adhesive. It must be primed, painted gray and marked with safety signage. The solicitation is seeking offers for the storage structure in accordance with the provided specifications, under Solicitation Number SPMYM323Q8047 issued by the Defense Logistics Agency Land and Maritime. The agency contact and response deadline are not stated.

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23Q8047 Combined Synopsis Solicitation.pdf PDF
23Q8047 Full Text Provisions and Clauses.pdf PDF

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Text version

Note No.

D

C

B

ITEM

Al

I

I

I

I

I

8 7

GENERAL NOTES

General Note

Dimensions are in inches

Dimensional tolerance is +/- 1/ 32" unless specified

All holes are to be drilled or machined, burning is not allowed

Break all burrs and sharp edges

Use heat controls when welding to limit bending and warping

Apply rubber (piece 8) according to manufacturer's instructions, including surface preparation of piece 7

Visually inspect the padeye welds for completeness, cracks, deformation, or any other damage (lx only). Include documentation certifying padeyes meet visual inspection.

Prime and paint to protect against corrosion. Color shall be gray.

Mark as follows on both sides of the unit in 2" lettering (or larger): "HLT Storage Tower, D713-23-006, Lift Empty Only, Approx 5,000 lbs" using a contrasting color, from the unit

(yellow unacceptable) .

Mark padeyes with: "WLL 5,000 lbs, 30' slings". No load test of the padeyes is required.

Torque bolts connecting piece 1 to piece 3 to 35 ft-lbs for final installation. Bolts connecting I 1' piece 1 to piece 2 will be wrench tight. ~

PARTS LIST

QTY PART NUMBER DESCRIPTION

4 I Cradle Channel C Channel, 15 x 40, A36 Steel, 156" length (ea.)

8 HLT Wheel Pads Wood, hardwood, 42 " x 12" x 1.5"

2 Support Beam I Beam, W10x49, A992 Steel, 238" length (ea.)

16 Stiffening Gussets Plate steel, A992, 1/2" x 9" x 5" (ea. ), sized to fit

4 Padeye (5,000 lbf WLL) Padeye, DH36 steel, "Size 7" of PED 589 (PNS Document), 5/8" x 4" x 3" (ea.), machined to detail

4 Leg Beams I Beam, W8x40, A992 Steel, 30" length (ea.)

4 Base Plate Plate steel, A36, 1/2" x 8.5'' x 8.5" (ea.)

4 Base Plate Rubber Rubber sheet, Neoprene 60A or better, fabric-reinforced, 3/16" thick x 8.5'' x

8.5" (ea.)

64 Bolts and Nuts Grade 8 Hex Bolts, 1/2" diameter, 2" length, cap 1/2" height max, include hex nuts. Tighten to 35 ft-lbs of torque.

128 I Washers I Grade 8 flat washer, zinc plated, 1.5" outer diameter, sized to fit bolts. (One

I under bolt head, one under nut, for each bolted connection)

I As required I Adhesive Adhesive for rubber, as recommended by manufacturer

8 I 7 I 6

5. 4 3 2 1

D

C

B

REVISION HISTORY 3/30/2023 Portsmouth Naval Shipyard

ZONE REV DESCRIPTION DATE APPROVED

<-1/1,/1:3 Original Issue 3/16/2023 ffiE IA 0

Modified to bolt c;::sCKED

0 HLT Storage Structure piece 1 to piece 3, ~ -1/11> t3 Pages 1, 2, 3, and

1 \ vs. welding. Rev 0 3/30/2023 c71!> 515,g3.., REY 5 SIZE DWG NO is applicable for

D 1 welding. D713-23-006

CALE

0.08 SHEET 1 OF 5

I 5 4 I 3 I 2 1

C

B

Al

8 7 6 5

0 0 0 0 0 0 0 0

35.50 i---2 9. 00 f--

I

I '- 0 0 0 0 0 0 0 0 /

I ~ 0 0 0 0 0 0 0 0 ~

I'- / 0 0 '-- 0 0 0 0 / 0 0

I'--- /

104.00 -~- ------ - -- ~ - --~ - - -- - - - - ----- ---

/ "' / '-- I adey I / I

I

® I ®,., / 0 0 ®I® '-- ~®I® rlec / v ,{' I I '}-, I / ® I ® ~ I ® ® I ® ® I ® ~ J

I ,,, <:> ® ® 0 0 © © 0 © r I I I I I

16.00

01® I 0 ® ® 0 ® ® ~ I

Pc 1 and Pc 2 flush on ends

__ :0.001

,7 -.. (IT@}

if== .• c::=:::::J r==:::J n a / ::, ~ nc-===in n c::=:::::J n n n n

I I lf----- - - -----------------221.43------------------ --- ------II

- ---- - ----------- -----221.00------------------ - ---"""'~

8 I 7 I 6 I 5 th.

4 3

35.43

(typ) / 3/16

(typ) / 3/8 p)

I r

4 I 3

3/16 3/16

DETAIL A

SCALE 0.5 : 1

Alignment of Pc 3 and Pc 4 to Pc 6 Weld details of Pcs 3, 4, and 6

(See Sheet 3)

105.75

1nc;: c;:n 105.50

DRAWN

K. Baker 13/30/2023 lcHECKED I

I 2

3/8 3/8

(typ)

I

I=~

Note: Pc 4 shall be sized to fit inside Pc 3 to ensure a sound weld all around.

(typ)

(typ)

Padeyes shall be over I-Beam p)

I

Portsmouth Naval Shipyard

I~,~~ Storage Structure

SIZE DWGNO

D D713-23-006

CALE

1 / 15 SHEET 2 OF 5

D

C

B

IA

REV

A

I I

' B

.25

6.95 (typ)

Stiffening gussets to align with flanges of leg below (See Sheet 2)

DETAIL B

SCALE 0.26 : 1

DETAIL C

SCALE 0.16 : 1

Weld of Pcs 1 and 5 to Pc· 3

7/16

(typ 4 places)

238.00

Pieces 3 and 4, Gusset Placement and Details See Sheet 5 for Piece 3 Bolt Hole Details

4 3

4 3

DRAWN

K. Baker 13/30/2023

CHECKED I

I 2

□ D

C

Portsmouth Naval Shipyard

ITLE IA

1HLT Storage Structure

SIZE DWGNO REV

D D713-23-006 1

,CALE

0.13 SHEET 3 OF 5

B

A

8 7 6 5 4 3 r=, MM MM I

3.52 l

'O

10.00 l

D ♦l-----,-7 D

8 7

(typ) / 3/16 seal weld (typ)

3/16 ~ ,, (typ) ) 3/16 1

SECTION D-D

SCALE 0.5

.22

Alignment and Weld of Pc 6 to Pc 7 (Similar alignment and weld of Pc 3 to Pc 6)

6 5

30.50

3 .42

8.07 8.50 · seal weld near side (typ) seal weld 44.02 near side ' (typ)

1--------

L.aaj

2 1

D

C Rl.31

¢1.56

1/8" Chamfer

2.11 B

.53

--------2.63----------i

Piece 5 Dimensions

DRAWN

K. Baker 3/30/2023 Portsmouth Naval Shipyard ffiE A

0-IECKED

HLT Storage Structure

1------------t-----; SJZE DWG NO REV

D D713-23-006 1

CALE

0.13 SHEET 4 OF 5

2 1 .

B

Al

I I~

3.75

24.00

18.00

4.50

?-r 4.50 r--

0 0

~5/8"¢ hole (typ) 0 0 0 drilled thru

38.25

5 4 3 2

156.00 I

I

0 0 0 0

I

0 0 0 0

Piece 1, Bolt Hole Alignment ffi

~-----39 .50-----------i _,,/-----... "\ ~ ----33.50---------, 11 II O 0 0 0 I O O . ( 0 0 y-- II II

~===~~-==============================================================*==========================================, ~======E ==========-~~---~

II II O O . 0 0 I O O \ 0 0 II II

IU...---....L.1--------------------------------------------+-----+'------------------+- '-, J 11 11

----------------84.00 7 '------/

---------------90.00------ ---------- Piece 3, Bolt Hole Alignment &

I

42.00---------------1

~- t ] ¢2.00 • t I TT i i I i i ' 'l~O

¢.G) -1 L ¢200~ LTT" 1~

.75

,,--" 0 IO\

I 0 \ ;

I

I O \

I

I I

12.00

I I / " I

0 0 ,,- "

3.00

I 2 \ \ ; __,, 18.00

To p of Piece 2 & Holes to be aligned

{Looking Down) with holes in Pc 1

8 7 6 5 4

2.00

DRAWN

K. Baker

CHECKED

3 I

6.00

DETAIL E &

SCALE 0.3: 1

13/ 30/2023

LE

5/8"¢ hole (typ) drilled thru

Portsmouth Naval Shipyard

I 1HLT Storage Structure

IDWG NO

D713-23-006

LE

1/31 lsHEET 5 OF 5 2 I 1

D

C

B

A

1 Rr

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