SASPI appendix Requirements for operation of Steel All ... - IEC - Ann - B - Supp … · For BM9 -Maor David – FGD - unit 9 1. General 1.1 The present appendix sets forth the method

0391 - IEC - Ann - B - Supp 5.3.3 - SASPI appendix 28-3-2012 - 1 -

SASPI appendix Requirements for operation of Steel All Structures Process in IEC

For BM9 -Maor David – FGD - unit 9

1. General

1.1 The present appendix sets forth the method of preparing and exchanging technical data/information related to Steel Structures between the Purchaser (I.E.C.) and Contactor (fabricator of steel structure and his designated shop drawing designer).

1.2 The procedure of exchanging data/information is illustrated in the

following SASPI APPENDIX flow chart:

SASPI APPENDIX (flow chart)

2.PDMSiec

3.STRUCADiec

+ SrtuMISiec

Designed Model

8.ERPiec

7.IMANiec

IEC

Design Drawings

1.Design Department

10.Storage Department

Factory4.STRUCADfactory

5.StruM.I.Sfactory.

Queries

Reports

Designed Model + Locked (Catalog +

Contract categories)

6c.Archive

IEC

Detailed Model + Production + Shop dwg.

papers + Invoices

11.ErectionDepartment

Queries

Reports •Approved Shop dwg.in •pdf format

`

Project definitionand approved

BOM

Approved BOM +

Invoices

Preparing of Designed Model

• Tracks with assemblies, •transmittal notes

•Invoices

Connections

9. Final invoices

checking and paying

Shop dwg. approved papers

6a. Approved:Model + Shop dwg.

6b. Preliminary Invoices checking

Shop dwg.(tif format)

12.Supply and

Bookkeeping

Departments

2a. Opensteel

3a.Manager

1.3 For implementation of the method of preparing and exchanging

technical data/information the Contractor should make use of the StruCad © computer program (last version) and build a StruCad © shared model for the Purchaser.


1.4 The following abbreviations are used in this Appendix:

1. Design Drawings = D.D. 2. Erection Drawings = E.D. 3. Shop Drawings = S.D. 4. Production Line = P.L. 5. Shop Drawings Calculations = S.D.Calc. 6. Assemblies = Ass. 7. Design Model = Design.M. 8. Detailed Model = Detailed.M. 9. Paper Format = P.F. 10. Manager Module of StruCad = M.M 11. Secure File Exchange Service = S.F.E. 12. Transmittal Notes = T.N. 13. Multi Member Assembly = M.M.A. 14. Fitting = Fit.

2. The method of assigning E.D., S.D., Ass., Mark and P.L. numbers based on D.D number.

2.1 The numbering system makes use of the D.D. number as the

source for all other numbers. By applying the numbering system detailed below each item is

directly related to all other items of the project. To ensure successful implementation of the numbering system the

Contractor must strictly follow the instructions given in this Appendix. Any changes/modifications proposed by Contractor are preconditioned on Purchaser’s written approval.

To assist the reader in understanding the numbering system, the instructions are supplemented with a specific example (related

to BM9 -Maor David – FGD - unit 9 ), but the principles of the system are applicable to any other project.

2.1.1 The D.D. number All D.D. are prepared by Purchaser and are transferred to

Contractor in order to prepare Erection and Shop drawings. The format of all D.D. numbers is based on 20 qualifiers, as given in the following example:

Position in

D.D. No.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D.D.

qualifier

B M 9 / 2 5 - C 1 2 - 3 I A 2 4 0 - 0 0


2.1.1.1 Important Remarks for IEC designers:

• D.D that include profiles must have in positions 19,20 "00" (zero, zero) only otherwise all the numbering system detailed below will not work. For each one of these drawings will be prepare one "Zone" in PDMS with the D.D. name.

• In case of preparing D.D. with details for drawing mentioned in previous paragraph (this D.D. not include new profiles) it is

allowed to insert in positions 19,20 numbers like: 01, 02,….. These detail drawings will haven't "Zones" 2.1.2 The E.D. number The E.D. number is identical to the related D.D number except for

position 12 where the qualifier "3" is replaced with "4", as given in the following example:

Position in

D.D. /

E.D. No.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

E.D.

qualifier

B M 9 / 2 5 - C 1 2 - 4 I A 2 4 0 - 0 0

In case that content of one D.D. is too large for one similar E.D. the

shop drawing designers need to prepare instead of one E.D. two or more E.D. These multiple E.D. will receive different numbers by insert in position 19 letters like A, B, C. These letters will not influence the S.D. numbers who are based on basic D.D. positions 13 till 16 as given in the following example:

Position in

D.D. /

E.D. No.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

E.D.

qualifier

B M 9 / 2 5 - C 1 2 - 4 I A 2 4 0 - A 0

E.D.

qualifier

B M 9 / 2 5 - C 1 2 - 4 I A 2 4 0 - B 0

2.1.3 The S.D. number The S.D. number is identical to the related E.D number with the

exceptions that:

a. In position 12 the qualifier "4" is replaced with "5".

b. In the position 18 the qualifier "-" is changed to a "letter".

This position is choose by shop drawing designers,

according to the abbreviation list (Capital letters only) detailed


below. For each letter can be produce 90 S.D. (the limitation of

90 numbers result from StruCad engine numbers

limitation that can prepare numbers from 10 till 99 only).

In case that the quantity of 90 S.D. isn't enough the shop

drawing designers will add anther letter (only after approval by

I.E.C designers as done in cases of Beam and Wall Girt)

detailed below:

1. A - Column

2. B or E - Beam

3. BP - Base Plate (for Fit.)

4. D - Horizontal Brace

5. F - M.M.A.

6. FP - Fill Plate

7. G - Girder

8. H - Hanger

9. K - Knee Brace

10. P - Plate (for Fit.)

11. T - Post

12. S - Stringer

13. V - Vertical Brace

14. W or U - Wall Girts

15. Z - Roof Girts

16. R - Sag Rods

c. Positions 19 and 20 are allocated for S.D. serial No. (10 –99) to be determined by the S.D. designer, as given in the following example:

Position

in D.D. /

E.D. /

S.D. No.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S.D.

qualifier

B M 9 / 2 5 - C 1 2 - 5 I A 2 4 0 B 2 5


2.1.4 The M.M.A. (Multi Member Assembly) number

In some cases the S.D. designers need to create a M.M.A. (Ex. a Truss, a Gallery or a Truss). The M.M.A. is compound from many secondary Ass. connected together by welding or bolts. The B.O.M. in M.M.A. S.D. will include the entire weight of the secondary Ass. The M.M.A. will arrive to the site as one Ass. In order to avoid mistakes of double payment caused by double weight (one weight in S.D. of secondary members and second weight in S.D. of the M.M.A ), the secondary members S.D. numbers will be indentify by adding the letter "A" at position no. 21. It must be clear that these secondary members will remain in IMAN and not arrive to E.R.P.. The format of S.D. number for these secondary members is given in the following example:

Position

in D.D. /

E.D. /

S.D. No.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

S.D.

qualifier

B M 9 / 2 5 - C 1 2 - 5 I A 2 4 0 B 2 5 A

2.1.5 The Fit. (Fitting) number The Fit. element is used in different S.D and will not be connect to a specific D.D. but to the general D.D. that include general project instructions for the all building (Ex.: …A200-00). The quantity of numbers need for different Fit. is usual bigger than 90. The solution to this issue is to increase Fit. S.D. number to 21 positions. This is the second situation that S.D. number contains 21 positions (see previous paragraph with 21 positions too). The weight of these Fit. is include in B.O.M. of each S.D. in witch the Fit. appears. In this way it is possible to create 900 Fit. drawings as given in the following example:

Position

in D.D. /

E.D. /

S.D. No.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

S.D.

qualifier

B M 9 / 2 5 - C 1 2 - 5 I A 2 0 0 P 2 5 1


2.1.6 The Ass. number The Ass. number is imprinted on each Ass. that arrive to the site.

The format of Ass. number (10 positions) must be strictly keep with only exceptions in paragraph "c" below. The short format of 10 positions only instead of 20 positions in S.D. number is caused because isn't enough place to imprint a long number (20 positions) on small size Ass. The format of the Ass. number is created by following instructions:

a. The first 3 positions (1 – 3) are identical to the first 3

positions of the related S.D. (positions 1 -3) b. The last 7 positions (4 – 10) are identical to the last 7

positions of the related S.D. (positions 14-20) See example:

c. In cases of a "Secondary Ass." and a "Fit." (see paragraphs 2.1.4. and 2.1.5. above) the Ass. length qualifier will be 11 positions. These elements will arrive to IMAN ( will be indentified by their 11 positions length) and will not be released to E.R.P.

The following examples are for:

• The first one for a "Secondary Ass."

• The second one for a Fit.

2.1.7 The Mark number

The format of the Mark number (used in the StruCad © to represent

the Assembly Number) is based on 7 qualifiers (StruCad © restriction) identical with the last 7 positions of the related Ass

Position in D.D. /

E.D. / S.D. No.

1 2 3 14 15 16 17 18 19 20

Position in Ass No. 1 2 3 4 5 6 7 8 9 10

Ass. qualifier B M 9 A 2 4 0 B 2 5

Position in D.D. /

E.D. / S.D. No.

1 2 3 14 15 16 17 18 19 20 21

Position in Ass No. 1 2 3 4 5 6 7 8 9 10 11

Ass. qualifier B M 9 A 2 4 0 B 2 5 A

Position in D.D. /

E.D. / S.D. No.

1 2 3 14 15 16 17 18 19 20 21

Position in Ass No. 1 2 3 4 5 6 7 8 9 10 11

Ass. qualifier B M 9 A 2 0 0 B 2 5 1


qualifiers (positions 4-10), assuming that a unique qualifier is used in position 4 of the Ass. No. for the entire sub project (sub project may be a building or a gallery), as given in the following example:

2.1.6 The Detailed.M. name. The Detailed.M. name in StruCad is based on 10 qualifiers.

a. The first 3 positions (1 – 3 ) are identical to the positions of the related D.D. (positions 1 - 3).

b. The next 7 positions are defined by S.D. designers according

to the name of Sub Project.

as given in the following example:

2.1.7 The StruCad "User Attribute - DESC".

o Contractor S.D. designers send to Purchaser (twice a month ore more) data extracted from StruCad Detailed.M in format of sbak files who contain attributes of model members. Between all attributes exit one attribute named "Desc". This attribute must include two different subjects: 1.Assembly definition 2. Contract Category.

o The assembly definition must be strictly keep otherwise

mistakes will be received during transferring information from Detailed.M. to IMAN program. The list of all assemblies definitions are detailed below:

Position in D.D. / E.D.

/ S.D. No.

1 2 3 14 15 16 17 18 19 20

Position in Ass No. 1 2 3 4 5 6 7 8 9 10

Ass qualifier B M 9 A 2 4 0 B 2 5

Position in Mark No. 1 2 3 4 5 6 7

Mark qualifier A 2 4 0 B 2 5

Position in D.D. / E.D. /

S.D. No

1 2 3

Position in Detailed.M. . 1 2 3 4 5 6 7 8 9 10

Detailed.M. qualifier B M 9 T U R B I N E


No. NAME No. NAME No. NAME

1 ANGLE 16 GUSSETPL 31 ROD

2 BASEPL 17 H_BRACE 32 SAGROD

3 BEAM 18 HANDRAIL 33 SEATPL

4 BENT 19 HANGER 34 SHEARBAR

5 BRACE 20 JOIST 35 SHIM

6 BUCKSTAY 21 K_BRACE 36 SPAN

7 CHANNEL 22 LADDER 37 SPLICEPL

8 COLUMN 23 LEG 38 STAIRTREAD

9 CURBPL 24 MONORAIL 39 STIFFENER

10 FILLPL 25 PIN 40 STRINGER

11 FRAME 26 PLATE 41 STRUTS

12 GIRDER 27 PLATFORM 42 SUPPORT

13 GIRT 28 PLETNERPL 43 TRUSS

14 GRATING 29 POST 44 V_BRACE

15 GUIDE 30 PURLINE

o The Contract categories will be supplied in an excel file. The

name of the excel file with start with 3 positions of D.D. and will continue with the words "Contract_Categories" (Ex. BM9-APYD Contract_Categories_28-3-2012.xls).

o The separation in "Desc." attribute between Assembly definition to Contract Category will be made by "-".

Ex.1: Beam-LS (LS=Light Shape, see Contract _ Categories file). Ex.2: Column-HS (HS=Heavy Shape see Contract _ Categories file).

2.1.8. Other Users attributes required by Purchaser:

More user attributes required by Purchaser:

o User Attribute 10: S.D. (Ex. : BM9/21-C12-5IA240B25) o REFDWG : D.D. (Ex. : BM9/21-C12-3IA240-00) o User Attribute 12: E.D. (Ex. : BM9/21-C12-4IA240-00)

2.1.9. The summary of number system:

• The benefit of using the numbering system detailed above is that each item has straight connections to all others items in the project.


• In order to success with this system all S.D. designers' people have to fulfill all the instructions dictated by this document. Any changes in the system proposed by S.D. designers' people must receive early approval from I.E.C. people before it is implemented in the project.

3. Exchanging technical data / information for review and

approval of S.D. and E.D. 3.1 All the technical data/information shall be exchanged between

Purchaser and Contractor by one or more of the following alternatives:

3.1.1 P.F. = Paper Format

3.1.2 M.M. = Manager Module which is a StruCad © feature for exchanging Model between computers located in multiple sites.

3.1.3 S.F.E. = Engineering Division Secure File Exchange Service which

is owned by the Purchaser and installed in Purchaser’s computerized systems (the Purchaser shall provide the Contractor with a username, password and operation instructions).

3.1.4 E-Mail = common e-mails for exchanging small batches of information.

3.1.5 CD = Computer Disks to be used only if the alternatives of M.M., S.F.E. and E-Mail fail.

3.2 Step 1:

3.2.1 The Purchaser shall submit to the Contractor a T.N. with two sets of D.D. in P.F. and, upon Contractor’s request, with a set of D.D. in pdf format.

3.2.2 To the extent the Design.M (produced in StruCad ©) has already

been prepared by the Purchaser, the Purchaser shall in parallel submit to the Contractor said Design.M. For the removal of doubt, the Contractor bears the ultimate responsibility to produce the Design.M. and to ensure its conformance with Purchaser’s D.D.

3.3 Step 2:

The Contractor shall prepare a StruCad © Detailed.M. based on and in conformance with Purchaser's D.D., and will extract from it per each P.L. a complete set of documents consisting of the


related E.D., S.D. and detailed calculations of connections of this P.L. in P.F.

The Contractor shall also prepare a StruWaker © viewer (for submission as an electronic file on a C.D.) of the StruCad © Detailed.M. (of the complete model as updated on the submission date).

3.3.2 As applicable, the Contractor shall submit to the Purchaser E.D., S.D., Design.M, etc. annexed to a corresponding T.N. which shall include a full description of the annexed items

Each T.N. shall be submitted in a P.F. and electronically in an

Excel Format (Excel Format to be provided by Purchaser) and shall refer only to elements of a single P.L..

The T.N. number shall be similar to the corresponding P.L. number

(ex. A240000) with a slash and a number sequentially denoting the submittal No. (ex. A240000/1, A240000/2 etc.) until the review and approval procedure is competed.

3.4 Step 3: 3.4.1 The Purchaser shall begin the review of a P.L. data submitted by

Contractor (only) after receiving a complete set of data for the related P.L. (as detailed in Step 2 above).

3.4.2 The Purchaser shall submit to the Contractor within 20 days of

receipt of a complete set of data of a P.L. its comments / approval with a T.N. bearing essentially the Contractor’s T.N. No. with a single step up of the sequence No.

The Contractor, at Contractor’s risk, may proceed with production

of partially approved S.D. of a P.L. in parallel to submission of revised data per Purchaser’s comments for Purchaser’s further review and approval.

Until the approval of a complete P.L. is successfully completed, the

instructions of Steps 2 and 3 set forth above shall apply and the procedure shall be repeated.


3.5 Step 4: 3.5.1 Upon successful approval of a P.L. the Contractor shall extract

from the Detailed. M all the related S.D. and E.D. and submit them to the Purchaser electronically in a pdf. Format, all stamped "Approved for Production". These drawings shall be identical to the S.D. and E.D. submitted earlier in P.F. and that were approved by the Purchaser.

3.5.2 Twice a month (at the beginning and in the middle of each month)

the Contractor shall submit a complete updated Strucad © shared Model of the steel structure. The StruCad © shared Model is the sole input to the Model in StruMis © program that allows Contractor to invoice and Purchaser to verify quantities and weights of steel structure for payment.

3.5.3 Until completion of delivery of the steel structure and its

acceptance for payment by the Purchaser, the Contractor shall maintain the Design.M updated and as applicable, submit to the Purchaser updated versions of the model and of the related E.D. and S.D.

4. Exchanging technical data / information for Production and

Payment control

4.1 Production Control

4.1.1 Throughout the production period the Contractor shall submit to the Purchaser detailed progress reports in Excel files (see annexed xls file named:

BM9_APYD_Production_Detailed_Progress_Report_28-3-12_Example). These reports will be sent by email once a week at Thursday. Each Production report will present one of project sub structures like: a) Turbine Room b) Pipe Bridge an so one.

4.1.2 These reports will be supply to Purchaser during all project life from date of project starting till date of supplying the last element to the site.


4.2 Invoicing Control 4.2.1 With the delivery of assemblies to the Purchaser, the Contractor

shall submit electronically a detailed Performa Invoice using next four types of excel files according to different unit measure (1-Kg, 2-pieces, 3-m, 4-m2) used in Contract Categories (see xls file named: BM9_APYD_SASPI_Contract_Categories_28_3_2012.xls) as detailed below:

BM9-0010_APYD_1-Kg_Invoice_28-3-2012-Example.xls BM9-0020_APYD_2-Pieces_Invoice_28-3-2012-Example.xls BM9-0030_APYD_3-m_Invoice_28-3-2012-Example.xls BM9-0040_APYD_4-m2_Invoice_28-3-2012-Example.xls

To each assemblies delivery to the Purchaser will be annexed a xls file or more (paper format and CD format) according to different elements Categories on the truck.

4.2.2 The Purchaser shall verify the payable quantities and weights and accordingly approve the Invoices for payment.

Documents

SASPI appendix Requirements for operation of Steel All ... - IEC - Ann - B - Supp … · For BM9 -Maor David – FGD - unit 9 1. General 1.1 The present appendix sets forth the method