Petrom OMV_Norm_J_3001_rom_eng_rev.1_2006-12-21

CONSTRUCTII DIN OTEL EXECUTIE

Norma Petrom OMV

J 3001

STEEL STRUCTURES IMPLEMENTATION

Petrom OMV Standard

J 3001

Elaborat original/Compiled

Ciobanu Daniela

Verificat/ Checked:

Decusara Felicia

Rev: 1/21.12.2006

Eng: 1/21.12.2006

Aprobat/ Approved:

Jeffrey Rinker

Divizia Rafinare Petrom OMV isi rezerva toate drepturile asupra acestei documentatii si va da in judecata pe orice persoana neautorizata sa o utilizeze sau sa o transmita la terti.

Petrom OMV Refining Division reserves all its rights to these documents and will take legal action against anyone using them or passing them on without authorization.

Aceasta norma a fost elaborata pentru rafinariile Petrom prin prelucrarea si adaptarea normei OMV J 3001 rev.01.01.2001

This norm was elaborated for Petrom refineries by the processing and adapting of norm OMV J 3001 rev. 01.01.2001

Capitol Cuprins Pag Point Content Page

1.0 GENERALITATI 2 1.0 GENERAL 2 1.1 Domeniul de aplicare 2 1.1 Scope 2 1.2 Norme si reglementari 2 1.2 Standards and instructions 2 2.0 MATERIALE CERINTE MINIME

2 2.0 ATERIALS MINIMUM

REQUIREMENTS 2

3.0 REALIZAREA CONSTRUCTIILOR METALICE

3 3.0 MPLEMENTATION OF STEEL STRUCTURES

3

3.1 Principii privind constructiile metalice 3 3.1 Design regulations 3 4.0 REALIZARE TRANSPORT SI MONTAJ 4 4.0 MANUFACTURE, TRANSPORT AND

ASSEMBLY 4

4.1 Executia 5 4.1 Manufacture 5 4.2 Transport 5 4.2 Transport 5 4.3 Montal 5 4.3 Asamblare 5 4.4 Protectie anticoroziva alarme in timp real 6 4.4 Corrosion protection 6 5.0 VERIFICARE, RECEPTIE SI GARANTII 7 5.0 TESTING, ACCEPTANCE AND

WARRANTY 7

5.1 Verificare prin intermediul furnizorului 7 5.1 Testing by the contractor 7 5.2 Receptie si procese verbale 7 5.2 Acceptance and protocols 7 5.3 Garantii 9 5.3 Warranty 9 Anexa 1 Norme si prescriptii 10 Annex 1 Standards and regulations 10 Anexa 2 Desene 13 Annex 2 - Drawings 13

Pag. / Page 2 Norma Petrom OMV J 3001 / Petrom OMV Standard J 3001

1.0 GENERALITATI 1.1 Domeniu de aplicare

Prezenta norma este valabila in cadrul Petrom OMV pentru realizarea constructiilor metalice , cum sunt de exemplu, schelele aparatelor, estacade aferente conductelor, podete, scari etc.

Pentru realizarea constructiilor pe schelet me-talic, hale, recipienti si tancuri, prezenta norma este valabila exclusiv pentru acele parti de constructie care au legatura cu ele (punti, trepte, scari, si balustradele suportilor de conducte - estacade etc.).

1.0 GENERAL

1.1 Scope

This standard applies within the Petrom OMV for the implementation of steel structures such as, e.g., apparatus scaffolding, pipe bridges, stages, ladders, etc.

For the building of steel skeletal structures, halls, containers and tanks, this standard is exclusively valid for the construction components connected to them (stages, steps, ladders and railing pipeline supports, etc.).

1.2 Norme si prescriptii Impreuna cu prezenta norma se vor respecta dispozitiile, normele si directivele valabile in Romania, in varianta lor aflata in vigoare, care sunt mentionate in Anexa 1.

Nu consideram enumerarea noastra ca fiind una completa.

Daca intre diferitele dispozitii, reglementari, norme si directive apar diferente sau contra-dictii, iar aspectele respective nu sunt in mod expres clarificate prin prezenta norma, se va aplica reglementarea cu formularea cea mai restrictiva.

In cazul in care prevederile se exclud reciproc, atunci se va aplica reglementarea prevazuta de legislatia din Romania.

Intra in responsabilitatea executantului sa veri-fice daca prevederile prezentei norme sunt adecvate scopului lucrarii respective. Aplicarea normei nu il degreveaza pe executant de ras-punderea pe care o are in calitate de antrepre-nor profesionist si responsabil.

Daca executantul are obiectii cu privire la una dintre prevederile stabilite, el il va informa imediat in scris pe angajator despre acest lu-cru.

1.2 Standards and instructions

In conjunction with this Standard, the respective specifications, standards and directives legally applicable in Romania and stated in Annex 1 should be taken into account in their currently valid form.

This listing is not claimed to be complete.

In the event of deviations or conflicts arising between the various specifications, standards and directives and where there is no firm definition provided by this standard, then the strictest formulation is to be applied in each case.

Where they are mutually exclusive, then the Romanian statutory regulations will apply.

The contractor will be responsible for checking the appropriateness of this standard for the intended purpose. The application does not relieve the contractor of his responsibility as specialist and independent entrepreneur.

If the contractor has reservations concerning an agreed definition, then he must notify the client of this in writing without delay.

2.0 MATERIALE CERINTE MINIME 2.0 MATERIALS MINIMUM REQUIREMENTS

Materialele utilizate trebuie sa corespunda ul-timei editii a normelor enumerate in anexa.

The materials used must correspond to the standards listed in the annex in their currently valid form.

Materialele indicate reprezinta cerintele minime impuse.

The materials listed represent minimum re-quirements.

Norma Petrom OMV J 3001 / Petrom OMV Standard J 3001 Pagina/Page 3

3.0 REALIZAREA CONSTRUCTIILOR METALICE

3.0 IMPLEMENTATION OF STEEL STRUCTURES

Dimensionarea constructiilor metalice se va face conform prezentei norme si Normelor Pe-trom OMV 201, 202, 206, J 1001, J 2201, precum si conform regulilor generale pentru constructiile metalice luandu-se in considerare normele aferente conform Normei Petrom OMV J 1001, punctul 1.2.

The rating and implementation of the steel structure must be carried out in accordance to the Petrom OMV Standards 201, 202, 206, J 1001, J 2201 as well as according to this standard, taking into account the appropriate standards in accordance to Petrom OMV Standard J 1001, item 1.2.

Sistemul agreat pentru constructiile metalice, grosimile minime ale peretilor partilor portante ale constructiilor, sudurile, imbinarile sudate si cele infiletate se vor realiza conform documen-tatiilor de baza pentru conceptie din Norma Petrom OMV J 1001.

The preferred system of the steel structures, the minimum wall thicknesses of structural parts, welding joints, soldering and screw connections must all meet the standards of the basic design data of Petrom OMV Standard J 1001.

Imbinarile sudate de santier se vor reduce la minim.

The welded joints required at the building site must be kept to a minimum.

Realizarea lucrarilor de sudura se va face cu firme certificate (de exemple conform EN 729) si de catre sudori autorizati.

Welding work must be carried out with authorized companies (e.g. acc. to EN 729) and by examined welders.

Realizarea imbinarilor cu suruburi se va face ob-ligatoriu corespunzator normelor EN pentru constructii metalice.

For the screw connections, the appropriate EN regulations for metal structures are binding.

Elementele de constructie solicitate din punct de vedere dinamic vor fi realizate cu elemente de asigurare a suruburilor.

Furthermore, dynamically stressed components must have bolt locks.

3.1 Principii privind constructiile metalice 3.1 Design Regulations 3.1.1 Indicarea dimensiunilor si tolerantelor 3.1.1 Dimensions and tolerances

Se vor specifica in descrierea serviciilor. Must be specified in the performance description.

Daca nu sunt descrise tolerante ale dimensiuni-lor care sa fie respectate, se aplica ISO 2768, gradul de precizie: grosier.

If no dimensional tolerances that are to be observed are described here then ISO 2768 applies; degree of accuracy: coarse.

Valoarea tolerantei pentru suportii in linie: 3mm..

Dimensional tolerance for the distances between supports in series: 3 mm.

Pentru dimensiunea totala se va tinde spre o compensare a tolerantelor.

For the overall dimension, tolerances should be compensated when possible.

3.1.2 Indicarea inaltimilor 3.1.2 Height specifications Indicarea inaltimilor se va face in inaltimi rela-tive ca referinta obligatorie la un nivel al intregii instalatii, pentru toate grupurile principale de constructie.

The specifications of the heights are generally relative heights related to a defined system level binding for all main building groups.

Definitia nivelului instalatiei se refera in princi-pal la metri peste nivelul zero.

The definition of the system level mainly relates to meters above the zero level.

Nivelul instalatiilor: (0,000 = xxx , xxx metri peste nivelul zero )

System level: (0,000 = xxx , xxx meters above the zero level)

3.1.3 Marginea superioara a fundatiei (FOK) 3.1.3 Top of foundation (TOF) Inaltimea fundatiilor fata de nivelul solului si avand ca locatie teren descoperit, incepand de la inaltimea de referinta este de 0,00 m ma-surat pentru

The height of the foundations above the ground in the open is 0.00 m from the reference height, measured for


Estacade pentru conducte si schele de susti-nere, coloane, podeste, trepte si scari :300 mm.

pipe bridges and jackets, towers, platforms, steps and ladders: 300 mm.

In aceste mentiuni ale inaltimilor este inclusa si o sapa din ciment-mortar.

A cement mortar base is included in these height specifications.

(vedeti anexa 2, figura 1) (see Annex 2, Fig.1)

3.1.4 Marginea inferioara a constructiei (KUK) 3.1.4 Bottom of construction (BOC)

Marginea superioara de executie pentru fun-datie este in acelasi timp marginea inferioara a constructiei metalice (KUK) cu referinta la nive-lul instalatiei 0,00 m

The finished top of the foundation is simultaneously the bottom of the steel construction (BOC), related to the defined system level 0.00 m

(vedeti anexa 2, figura 1) (see Annex 2, Fig. 1)

3.1.5 Marginea superioara a constructiei (KOK) 3.1.5 Top of construction (TOC) Marginea superioara a inaltimii finite a etajului, inaltimile riglelor si etajelor etc. ale construc-tiilor metalice cu referire la nivelul definit al in-stalatiei 0,00 m

The top of finished daylights, crossbars and underbeams etc. of the steel structure related to the defined system level 0.00 m

(vezi anexa 2, figura 1) (see Annex 2, Fig. 1)

3.1.6 Marginea / limita superioara a gratarelor (GOK)

3.1.6 Top of grate (TOG)

Limita superioara a puntilor (= limita superioara a materialului de acoperire al puntilor) aferenta constructiilor metalice cu referinta la nivelul de-finit al nivelului instalatiei 0,00 m

The top of finished platforms (= top of the floor plates) of the steel structure related to the defined system level 0.00 m

(vedeti anexa 2, figura 1) (see Annex 2, Fig. 1)

3.1.7 Latimi si inaltimi ale trecerilor pietonale si pentru vehicule

3.1.7 Clearance and transport widths and heights

Latimi minime ale trecerilor pentru vehicule: Minimum clearance widths:

Conform Normei Petrom OMV 201, respectiv in concordata cu serviciul pentru securitatea muncii al Petrom OMV.

In acc. to Petrom OMV Standard 201 or in agreement with the respective Petrom OMV operational safety service location.

Latimi minime ale trecerilor pietonale: Minimum transport widths:

Conform dispozitiei punctelor de lucru, respec-tiv in concordanta cu serviciul pentru securita-tea muncii Petrom OMV.

In acc. to ordinance regarding place of work or in agreement with the respective Petrom OMV operational safety service location.

Inaltimi minime ale trecerilor pentru vehicule: Minimum clearance height:

Conform Normei Petrom OMV 201, respectiv in concordata cu serviciul pentru securitatea muncii al Petrom OMV.

In acc. to Petrom OMV Standard 201 or in agreement with the respective Petrom OMV operational safety service location.

Inaltimi minime ale trecerilor pietonale Minimum transport height:

Conform dispozitiei punctelor de lucru, respec-tiv in concordanta cu serviciul pentru securita-tea muncii Petrom OMV.

In acc. to ordinance regarding place of work or in agreement with the respective Petrom OMV operational safety service location.

4.0 REALIZARE, TRANSPORT SI MONTAJ 4.0 MANUFACTURE, TRANSPORT AND

ASSEMBLY

Planificarea si acceptul in ceea ce priveste de-rularea din punct de vedere tehnic si incadrarea in timp a realizarii, transportului si montajului constructiilor metalice, se va face la predarea comenzii, respectiv inainte de inceperea lucrari-lor, impreuna cu responsabilul de proiect al Pe-trom OMV, inspectia locala de santier precum

The agreements on temporal and technical procedures required for manufacture, transport and assembly of the steel structures must be made with the Petrom OMV staff responsible for the project, the local building inspectors and the Petrom OMV service locations involved on assignment or before starting work.


si a serviciilor Petrom OMV implicate.

4.1 Executia 4.1 Manufacture In principiu, pentru realizarea constructiilor metalice s-a prevazut executia in uzina.

Factory production has generally been planned for the manufacture of the steel structures.

Fabricarea se face fara exceptie conform dese-nelor de executie, date cu avizul liber pentru executie de catre responsabilul beneficiarului.

Production is always and without exception according to the workshop drawings released by the person authorised by the client.

Executia la fata locului si/sau adaptarile cons-tructiei pe santier vor fi comunicate in scris si se vor face de comun acord cu responsabilul de proiect al beneficiarului.

On-site production and/or adjustments to the constructions at the building site may be agreed upon in individual cases on agreement with the persons responsible for the project named by the client.

Pentru executia de servicii suplimentare se vor inainta, de asemenea, inainte de inceperea lu-crarilor, solicitari de accept anticipat pentru efectuarea lucrarilor (AVG) prin intermediul formularului Petrom OMV special prevazut pen-tru acest scop.

For additional services, work pre-authorisations (WPA) must also be applied for using the forms supplied by Petrom OMV and must be applied for in writing by means of work pre-authorisation (WPA)

4.2 Transport 4.2 Transport

Pentru transportul la fata locului si pentru reali-zarea montajului, furnizorul trebuie sa se infor-meze si sa se familiarizeze cu toate conditiile existente pe santier si sa recunoasca toate conditiile de la fata locului relevante pentru des-fasurarea lucrarii.

For transport to the site and for assembly, the contractor must inform himself of the conditions at the building site and must acquaint himself with all details on location relevant to the work procedures.

In continuare, furnizorul este raspunzator pen-tru cunoasterea si respectarea tuturor preveder-ilor in vigoare in ceea ce priveste transportul si montajul.

The contractor must also inform himself of, and observe, all valid regulations regarding transport and assembly.

Furnizorul va obtine la timp aprobarile de la ofi-cialitati pentru efectuarea transportului si va in-forma beneficiarul din timp in scris cu privire la efectuarea transportului.

The contractor must ensure that he receives official permission for transport and must inform the client in writing, in a timely manner when the transport is made.

Transportul de la atelier la santier ca si monta-jul intra, in principiu, in zona de responsabilitate a furnizorului chiar in situatia in care se pun la dispozitie personal si aparate Petrom OMV sau terti.

Transport from the workshop to the building site, as well as assembly, is always within the area of responsibility of the contractor, even when Petrom OMV or others provide personnel or equipment.

4.3 Montaj 4.3 Assembly Inainte de inceperea lucrarilor de montaj, vor fi enuntate si lamurite toate situatiile referitoare la santier, impreuna cu echipa de supraveghere a santierului din partea beneficiarului, in cursul unei discutii de deschidere de santier.

Before starting assembly work, all matters relating to the building site must be discussed with the client's inspectors within the course of an initial consultation on the building site and points that are unclear must be clarified.

Pe parcursul desfasurarii lucrarilor pe santier se vor respecta, fara exceptii, in special preveder-ile reglementarilor interne de protectie/siguranta a furnizorului precum si cele ale legii privind coordonarea lucrarilor de constructii, cat si conditiile de siguranta in exploatare aflate in vigoare la respectivul obiectiv de exploatare

When carrying out work at the building site, the regulations of the Protective Law for Employees, as well as the Building Site Coordination Law, and the valid conditions for operational safety in the respective division of Petrom OMV must be observed without exception.


Petrom OMV.

Lucrarile trebuie sa se desfasoare fara perturbarea functionarii instalatiilor invecinate

Works must be carried out without disturbing the operation of adjacent systems.

Toate aspectele privind lucrarile de montaj vor fi clarificate inainte de inceperea lucrarilor im-preuna cu persoanele de contact responsabile ale Petrom OMV.

All questions relating to assembly work must be clarified with the appropriate Petrom OMV contacts before starting work.

In conditiile de lucru din instalatie ca urmare a unor situatii exceptionale cum sunt, de exem-plu, pericolul de explozie in urma unor evacuari de gaze, incendiu etc. se va informa neintarziat echipa locala de supraveghere a santierului din partea beneficiarului si se va face inregistrarea in raportul zilnic de santier. Luarea la cunostinta va fi confirmata in raportul zilnic de santier de catre echipa de supraveghere a santierului.

In case of work conditions in the system as a consequence of exceptional circumstances such as, e.g., danger of explosion by gas leak, fire, etc., the local inspectors of the client must be informed immediately and an appropriate entry must be made in the building diary. Knowledge of the entry in the building diary must be confirmed by the inspectors.

4.4 Protectie anticoroziva 4.4 Corrosion protection

La proiectarea constructiilor metalice, se va realiza o structura care se preteaza protectiei anticorosive.

In the construction of steel structures, a suitable corrosion-protection design must be implemented.

Gradul de curatire al suprafetei (Sa2; Sa2 ; Sa 3 ) si felul acoperirii se vor specifica in ce-rere de oferta conform normei Petrom OMV.

The degree of surface derusting (Sa2, Sa21/2; Sa3) and the type of coating must be specified in the request in acc. to the Petrom OMV standard.

Elementele structurii trebuie sa fie usor accesibile pentru curatarea suprafetei si pentru aplicarea protectiei anticorosive.

Construction parts must be arranged in an easily accessible manner for derusting and coating.

Se va evita creerea de zone cu risc de coro-ziune (profile scobite deschise, orificii in are se poate aduna apa etc.)

Formations that may result in corrosion (open hollow profiles, water pockets, etc.) are to be avoided.

Toate zonele care nu mai sunt accesibile dupa montaj, vor fi prevazute cu o acoperire core-spunzatoare cu grund.

All locations no longer accessible after assembly must be covered with a basic coating according to the tender.

Nu va fi realizata nici o acoperire la racordurile care sunt sudate etans pe toata circumferinta.

In case of connections that are welded firmly together all around, no coating must be made.

4.4.1 Acoperiri de protectie anticoroziva 4.4.1 Corrosion-protection coating Conform Normelor Petrom OMV P 1001 si P 3001

In acc. to Petrom OMV Standards P 1001 and P 3001

In lista de materiale a stucturii metalice se va mentiona, pentru simplificare decontarii acoperirii anticorozive, suprafata desfasurata in m2.

In the parts lists of the steel-parts production, the processing of the surfaces is to be indicated in m2 in order to simplify the calculation of the corrosion protection.

4.4.2 Protectie anticoroziva prin zincare 4.4.2 Corrosion-protection by galvanising Conform SR EN ISO 1461 In accordance to SR EN ISO 1461

4.4.3 Acoperire de protectie impotriva focului 4.4.4 Fire-protection coating Conform Normei Petrom OMV M 3001 In accordance to Petrom OMV Standard M

3001

La constructiile metalice care necesita acoperiri de protectie impotriva focului, gradul de cura-tire a suprafetei, si aplicarea grundului se va face astfel incat sa fie corespunzatoare pentru aplicarea protectiei la foc si cu un tip de mate-

For steel structures at which a fire-protection coating is applied, the degree of derusting and the type of basic coating at the factory must be carried out with the design required for fire protection and with the suitable basic coating


rial compatibil cu protectia la foc. material for the application of the fire protection.

In principu, pentru aceasta se vor aplica acor-durile stabilite cu responsabilul de proiect al beneficarului precum si ale producatorului res-ponsabil pentru acoperiri de protectie impotriva focului.

Generally, it is always necessary to have the agreement of the person responsible for the project assigned by the client as well as agreement from the manufacturer assigned to supply the fire protection coating

5.0 VERIFICARE, RECEPTIE SI GARANTII 5.0 TESTING, ACCEPTANCE AND WARRANTY

5.1 Verificare prin intermediul furnizorului 5.1 Testing by the contractor In timpul executiei, furnizorul va verifica realizarea corespunzatoare a constructiei, materialele si calitatea executiei sudurilor..

During production, the contractor checks for the correct design of the construction, the material and the quality of the welding.

Bazele verificarilor sunt desenele de executie cu avizul de liber pentru executie si calculul static.

The bases for the test are the approved construction drawings and the static calculations.

Beneficiarul isi rezerva dreptul sa verifice, in at-elierul furnizorului, realizarea partilor de con-structie in ceea ce priveste corectitudinea re-alizarii, respectarea calitatii, precum si a respectarii termenelor.

The client reserves the right to check the manufacture of the constructed parts with respect to correct design, observance of quality and observance of due delivery dates, in the factory of the contractor.

In timpul montajului are loc un control perma-nent al realizarii constructiei prin echipa de su-praveghere de santier in colaborare cu un ingi-ner constructor desemnat de furnizor. Acest control se va realiza in baza desenelor de exe-cutie si de montaj, desene ce au avizul de liber pentru executie. La cererea echipei de supra-veghere de santier se vor efectua probe de sar-cina si de siguranta a structurii.

During assembly there is a continuous control of the execution of the construction by the local inspectors together with a civil engineer commissioned by the contractor. This check is based on the approved construction and assembly drawings On request of the inspectors, static tests and static stability tests must be carried out.

5.2 Receptie si procese verbale 5.2 Acceptance and Protocols

In cele ce urmeaza este definita receptia lucrarii care urmeaza sa fie execuata la finalizarea acti-vitatii de constructie avand ca scop si reprezen-tand modalitatea de incheiere a contractului in-tre furnizor si beneficiar.

Acceptance of the finished constructions for fulfilment of the contract by the contractors is defined in the following.

Dupa terminarea lucrarilor, furnizorul, dupa re-alizarea unui control propriu, trebuie sa asigure receptia lucrarilor de catre autoritati conform normelor Petrom /OMV 131 si 132.

After completion of the work, the contractor must first make a check himself and then ensure acceptance from the local inspectors according to Petrom/ OMV Standards 131 and 132.

Pentru intocmirea proceselor verbale de recep-tie se vor folosi formulare standardizate.

For the protocols, the printed forms are to be used.

5.2.1 Executii mecanice 5.2.1 Mechanical completion Stadiul constructiilor metalice finalizate si pregatite pentru receptia din punct de vedere mecanic prin echipa locala de supraveghere santier a beneficiarului.

The state of the completed steel structure for mechanical acceptance by the local inspectors of the client.

Verificarea constructiilor conform calculelor statice si desenelor de executie, precum si res-pectarea normelor si legilor in vigoare se va

Checking of the constructions in accordance to the static calculations and working drawings as well as observance of the standards and laws


face printr-un inginer constructor desemnat de furnizor, in scopul acordarii avizului de dare in exploatare.

by a civil engineer commissioned by the contractor for the approval for usage by subsequent participants at the assembly.

Verificarea va fi atestata imediat dupa acordarea acestui aviz.

A certificate confirming this check must be issued immediately after approval.

5.2.2 Receptia din punct de vedere mecanic (provizorie)

5.2.2 Mechanical (provisional) acceptance

Receptia din punct de vedere mecanic va fi propusa de furnizor prin prezentarea atestatelor inginerului constructor catre echipa de su-praveghere a santierului.

The mechanical acceptance must be applied for by the contractor by submitting the certificate of the civil engineer to the building inspectors.

Verificarea constructiilor metalice prin echipa de inspectie a santierului, sau printr-un specia-list desemnat de beneficiar, se va face dupa in-cheierea acestora prin stabilirea indeplinirii conditiilor de conformitate cu prevederile in vi-goare. Receptia din punct de vedere mecanic va fi stabilita prin procesul verbal corespunzator care va cuprinde lucrarile inca ramase..

Check of the steel structure by the building inspectors or by an expert commissioned by the client after completion to determine observance of the regulations of the works. A protocol must be made by the contractor during the mechanical acceptance of any work still to be carried out and must be signed by those responsible on the side of the contractor and of the client.

Eventuala asistenta necesara respectiv materia-lele auxiliare vor fi puse la dispozitia responsa-bilului cu receptia.

Any required assistance or auxiliary equipment must be made available to those commissioned for the acceptance.

Reclamatiile (punctele de deficienta) vor fi re-zolvate pe cheltuiala furnizorului.

Claims (deficiencies) must be remedied at the cost of the contractor.

Costurile care se produc prin repetarea receptiilor datorita deficientelor vor fi suportate de asemenea de catre furnizor.

The costs for repeat acceptances caused by deficiencies are borne by the contractor.

5.2.3 Inspectia finala a sigurantei tehnice 5.2.3 Technical safety inspection Inainte de acordarea avizului de liber pentru ex-ploatare al constructiei metalice, respectiv apli-carea de masuri pentru pregatirea de punere in functiune, se va face, fara exceptii, o receptie a conditiilor de siguranta tehnica, la care vor par-ticipa reprezentantii responsabili ai furnizorului, serviciului de siguranta al exploatarii, ai condu-cerii instalatiei si ai beneficiarului (echipa locala de inspectie de santier).

Before release of the steel structure for use by other participants at the assembly or the setting of measures for preparing to put into operation, a technical safety inspection must always be carried out without exception. Participants in this inspection are the responsible representative of the contractor, the operational safety service, the management of the systems and the responsible persons commissioned by the client (local building inspectors).

Rezultatul receptiei se va stabili in procesul ver-bal INSPECTIA FINALA A SIGURANTEI TEHNICE.

The result of the inspection is to be written into the TECHNICAL SAFETY INSPECTION protocol.

Toate deficientele de siguranta tehnica vor fi in-laturate inainte de acordarea acceptului pentru utilizarea generala.

Any technical safety deficiencies must be remedied before approval is issued for general use.

5.2.4 Lucrari anexe: 5.2.4 Remaining work: Lucrari subordonate, care nu au o insemnatate efectiva pentru exploatarea instalatiei sau pentru acordarea aprobarilor din partea autoritatilor competente, si care se pot realiza si ulterioar atat din ratiuni de exploatare cat si meteorologice.

Subordinate works that are of no special significance for the operation of the system or its approval by the authorities and that can also be carried out at a later time due to operational reasons or due to weather conditions.

Lucrarile inregistrate de acest tip sunt evaluate in functie de urgenta lor si sunt prevazute cu

The determined work is evaluated as to its level of urgency and time limits are appointed


termene de executie. accordingly.

Lucrarile sunt urmarite de echipa de inspectie de santier si vor fi terminate intr-un termen de cel mult 3 luni de la receptia din punct de ve-dere mecanic.

The work is monitored by the building inspectors and must be completed 3 months after mechanical acceptance at the latest.

5.2.5 Receptie din punct de vedere al exploatarii 5.2.5 Operational acceptance Reprezinta inceputul responsabilitatii beneficiarului asupra functionarii constructiei.

Means the beginning of the responsibility for operation of the installed assembly by the client.

5.2.6 Receptie definitiva 5.2.6 Final acceptance Receptia definitiva a tuturor serviciilor si completarilor stabilite prin contract de catre beneficiar se face abia dupa receptia efectuata cu succes din punct de vedere mecanic si finalizarea tuturor lucrarilor ramase precum si dupa decontarea penalitatilor conventionale stabilite si a reducerilor de pret aferente.

The final acceptance of all legally set services and additional services by the client is only made after successful mechanical acceptance and completion of all remaining work as well as offsetting of all penalties for non-compliance and any price reductions.

Receptia definitiva se va face cu completarea formularului Petrom OMV corepunzator proce-sului verbal.

The final acceptance must be logged using the appropriate Petrom OMV form.

5.3 Garantii 5.3 Warranty

Conditiile pentru acordarea de garantii se vor stabili conform conditii generale de achizitii ale Petrom OMV in momentul acordarii comenzii.

The warranty conditions are to be set on commissioning of the contract in accordance to Petrom OMV.


Anexa 1 Norme si prescriptii Annex 1 Standards and regulations

NORME Petrom /OMV Petrom/ OMV Standards

110 Lucrari de montaj; Desfasurare 110 Installation Work; Processing

131 Procese verbale.Receptie si pre-dare.Derulare si volum

131 Reports. Acceptance and delivery. Development and volume

201 Instalatii tehnologice; Amplasare 201 Process plant; layout guidelines

202 Instalatii tehnologice; Tehnica de si-guranta

202 Process plant; safety equipment

206 Instalatii tehnologice; principii de proiectare locala

206 Process plant; local planning basics, refinery

301 Planuri si desene, realizare 301 Technical drawings; implementation

310 Sistem de ordonare; Marcarea do-cumentatiei tehnice

310 Classification system; labeling of technical documentation

J 2201 Constructii metalice proiectare J 2201 Steel structures; structure

J 3001 Constructii metalice - executie J 3001 Steel structures; implementation

M 3001 Acoperiri de protectie impotriva in-cendiilor; executie

M 3001 Fire-protection coating; implementation

P 1001 Protectie anticorosiva; conceptie P 1001 Corrosion protection; design

P 3001 Protectie anticorosiva; realizare P 3001 Corrosion protection; implementation

Norme EN / EN ISO / ISO EN/EN ISO/ISO Norms

EN 729-2 Conditii de calitate pentru su-dare. Sudarea prin topire a ma-terialelor metalice. Partea 2 : Conditii de calitate complete

EN 729-2 Conditions of quality for welding. Metal materials cast welding. Part 2: Complete conditions of quality

EN 10 025 Produse laminate la cald meta-lice ori nealiate pentru construc-tii Conditii tehnice de livrare

EN 10 025 Hot rolled products of structural steels Technical delivery conditions for non-alloy structural steels

EN 10 027 Sisteme de denumire pentru oteluri

EN 10 027 Designation systems for steels

-1 Denumiri prescurtate, simboluri principale

-1 Abbreviated names, main symbols

-2 Sistem numeric -2 Numerical system

EN 10 204 Produse metalice Moduri de certificare

EN 10 204 Metallic products Types of inspection documents

EN 20 898 Caracteristici mecanice ale ele-mentelor de asamblare

EN 20 898 Mechanical properties of fasteners

-2 Piulite cu forte de verificare stabilite filete uzuale

-2 Nuts with specified proof load values - Coarse thread

-7 Incercarea de rupere la torsiune -7 Torsional test

EN 10079 Definirea produselor de otel EN 10079 Steel products determination

EN ISO 898 Proprietatile mecanice ale ele-mentelor de imbinare metalice

EN ISO 898 Mechanical properties of fasteners made of carbon steel


carbon si metalice aliat and alloy steel

-1 Suruburi -1 Bolts, screws and studs

-5 Stifturi filetate si alte elemente de imbinare asemanatoare care nu sunt supuse la solicitari prin tractiune

-5 Set screws and similar threaded fasteners not under tensile stresses

-6 Piulite cu forte de verificare stabilite filete fine

-6 Nuts with specified proof load values - Fine pitch thread

EN ISO 1461 Acoperiri termice de zinc pe pi-ese fabricate din fonta si otel. Specificatii si metode de ncer-care

EN ISO 1461 Zinc thermal coating of cast iron and steel parts. Specification and test methods.

EN ISO 2009 Suruburi cu cap inecat crestat pentru metale Grad A

EN ISO 2009 Slotted countersunk flat head screws; Product grade A

EN ISO 2702 Suruburi pentru tabla, tratate termic. Caracteristici mecanice

EN ISO 2702 Heat-treated steel tapping screws mechanical properties

EN ISO 4759 Tolerante pentru elementele de asamblare

EN ISO 4759 Tolerances for fasteners

-1 Suruburi si piulite cu diametre ale filetelor de pana la


-4 Dispozitive de siguranta pentru coborare

-4 Safety devices against unintentional descent

Reglementari romanesti Romanian regulations

Legea 10/1995 Legea privind calitatea in constructii

Law 10/1995 Law concerning quality in construction

Legea 319/2006 Legea Securitatii si Sanatatii in Munca (inloc.LPM 90/1996) HG 1425/2006 Norme metodologice de

aplicare

Law 319/2006 Law Occupational Heath and Safety (replaces Labor protection Law no.90/1996) HG 1425/2006 Methodological Norms of Application abor protection Law no.90/1996)

OUG 16/2001 Ordonanta de urgenta privind gestionarea

OUG 16/2001 Urgency ordinance concerning management


Anexa 2 - Desene Annex 2 Drawings

Fig.1 - Definition of dimensional properties steel structure

GelnderGitterrost - Bhne ( 5.0 kN / m2 )

Rahmen

Sttze

Absttz

ung -

Verban

d

GOKKOK

STAHLKONSTRUKTIONLaufstege - Wartungsbhne

GOK =

KOK =

GelnderLeiter m.

Rckenschutz

FOK=KUK

STEEL STRUCTURE / CONSTRUCTIE DIN OTEL Gangways/ Cai de acces maintenance platform/ poduri de intretinere

Guard railing/ Balustrada

Grate stage / gratar punte

Frames/ Rama

Support/ Suport

Ladder with safety cage/Scara cu protectie pt.spate

Guard railing / Schela

Support bracing/ Element de sustinere

TOG/ GOK

TOG / GOK

TOC/ KOK

TOF=BOC/ FOK = KUK

TOC/ KOK

(5.0 kN / m2)


REVIZII

0/Mai 2006 Preluare si adaptare norma OMV J 3001/1.01.2001

1/Dec.2006 Schimbare format

REVISIONS

0/Mai 2006 Processing and adapting of OMV Norm J 3001/01.01.2001

1/Dec.2006 Format change

Documents

Petrom OMV_Norm_J_3001_rom_eng_rev.1_2006-12-21