First: Some technical aspects regardless to the code:
1) I assume the code of construction is ASME VIII/1 and therefore PWHT for P5A materials is required acc to UCS-56 at minimum holding temperature of 675 °C.
But stress relieving may only be carried out on austenitic or austenitic-ferritic welding consumables in austenite-ferrite joints at temperatures up to max. 300 °C. In consequence of higher temperatures a Cr-carbide zone arises in the transition zone of the weld deposit and leads to a dangerously reducing the strength of the joint. Naturally higher (service) temperatures should not occur during use. This is the reason that a layer of ENiCrMo-3 was buttered on bevel preparation of the P5A base metal by other.
2) I assume after cladding of the first layer with an overalloyed filler metal (e.g. AISI 307 or AISI 308) and buttering of the groove face as mentioned above a PWHT of the hole portion was performed. After this PWHT a cladding with AISI 347 was carry out. An additional PWHT is not required because of the austenitic filler metal of the first cladding layer ( P-No. 8 ). In addition if you joint this buttering bevel to the austenitic base metal a PWHT is not required and therefore the cladding of AISI 347 will be not affected (sensitized).
3) Please be aware welding of this Ni-base-buttering to the AISI 347 (austenitic steel) has to carry out with Ni-base filler metal only. The use of austenitic filler metal for this butt welding is not possible. If this the seam is filled up with an austenitic or austenitic-ferritic welding material, a ferrite-free, fully austenitic zone with a high hot cracking tendency would arise in the transition zone due to Ni-absorption from the Ni-based alloy of the buttering bevel.
Second: Code requirements from my point of view.
As mentioned above welding of the whole seam has to perform with Ni-base filler metal only. Therefore there is no cladding by your company.
For this reason QW-283 is applicable only. QW-283.4 reflects your situation:
Code:
“….when a different organization is performing the portion of weld to be made after buttering, …..”.
This paragraph is self-explanatory. The way of your Procedure Qualification depends on the buttering thickness.
I think my opinion is supported by the ASME IX definition (see QW-492) of "buttering" versus "corrosion-resistant weld metal overlay" (cladding):
Code:
buttering — the addition of material, by welding, on one or both faces of a joint, prior to the preparation of the joint for final welding, for the purpose of providing a suitable transition weld deposit for the subsequent completion of the joint.
overlay, corrosion-resistant weld metal — deposition of one or more layers of weld metal to the surface of a base material in an effort to improve the corrosion resistance properties of the surface. This would be applied at a level above the minimum design thickness as a nonstructural component of the overall wall thickness.