60008 - Notes / Clarifications

Question 1

What is the customer project name?

Answer 1

ANL MNB EQP EOL Replacement 2024

Question 2

what is the customer project # for this project?

Answer 2

A00OR-003655

Question 3

What is the customer spec # for this project?

Answer 3

V300-TA11-01-CL002-01

Question 4

Where is the location of the project?

Answer 4

baytown, tx

Question 5

What is the functional location of this project per the customer?

Answer 5

BTNMDIX-V300-TA11-CL002

Question 6

What is the customer equipment description?

Answer 6

Crude MNB tank

Question 7

What is the size and capacity of the equipment?

Answer 7

25’ ID x 24” shell height / 88, 128 Gal

Question 8

What is the product stored for this project?

Answer 8

crude mono-nitrobenzene

Question 9

what is the design sg for this project?

Answer 9

1.20 at 10F

Question 10

what is the design code for this project?

Answer 10

API 650 latest edition / Annex E, F.13, L, M, S, V &W ( L& W are common and left unstated in the design)

Question 11

what is the ma design temp?

Answer 11

200F

Question 12

what is the design metal temp?

Answer 12

20f

Question 13

what is the designed liquid level?

Answer 13

24’

Question 14

what is the design internal pressure?

Answer 14

2.5 PSIG

Question 15

what is the design external pressure?

Answer 15

-2.5” WC

Question 16

what is the CA for this project?

Answer 16

1/32” on plate and nozzle material

Question 17

what is the proposed shell thickness?

Answer 17

1/4”

Question 18

Did our proposed shell thickness consider all applicable loads per spec (internal, external) lifting lugs attachments and considered the fact that the entire tank upon fab on temp pad shall be lifted by provided lifting lugs on shell to install on foundation)

Answer 18

yes, proposed shell thickness considered this.

Question 19

for the shell to bottom test, after visual, are we going to PT or diesel test?

Answer 19

diesel test

Question 20

for the shell to bottom test, what nde do we need to do before we do a hydrostatic test?

Answer 20

Final PT

Question 21

what is the roof type for this project?

Answer 21

Cone

Question 22

what is the slope of the roof?

Answer 22

3.5” x 12”

Question 23

what kind of roof support is being proposed?

Answer 23

none

Question 24

what type of roof weld joints did we propose?

Answer 24

lap joints with seal weld underside

Question 25

what is the proposed roof thickness?

Answer 25

5/16”

Question 26

for the roof, has the proposed roof thickness considered CA?

Answer 26

yes

Question 27

for the roof, has the proposed roof thickness considered live load per customer spec?

Answer 27

yes

Question 28

For the roof, has the proposed roof thickness considered all other applicable loads per spec (internal/external) and the fact that the entire tank upon fab on temp pad shall be lifted by provided lifting lugs on shell to install on foundation?

Answer 28

yes