Here are my suggestions about determining wall types:

Type  1 or A  – 4 7/8β€³ (Unrated) 1 Layer 5/8 GWB each side of 3 5/8β€³ metal stud

Type  2 or B  – 4 7/8β€³ (1-HR) 1 Layer 5/8 GWB each side of 3 5/8β€³ metal stud

Type  3 or D  – 6 1/8β€³ (2-HR) 2 Layers 5/8 GWB each side of 3 5/8β€³ metal stud

Type  4 or E  – 9 1/2β€³ Min – Size Varies as needed” (1-HR) Chase Wall  – 1 Layers 5/8 GWB oneside of 3 5/8β€³ metal stud (4 1/4β€³) – (then a 1β€³ air space minimum for the chase) – and then a second 3 5/8β€³ metal stud with 5/8β€³ GWB (4 1/4β€³) – Total 8 1/2 + 1β€³ space min = 9 1/2β€³ minimum

  • This is used to run plumbing for water supply and drains.  Toilet drains are 3β€³ to 4β€³ diameter depending on the number of toilets it supports.  For a typical sink drain the pipe the pipe is 1 1/2β€³.  Walls of this kind are often covered by tile – which is considered a finish and not part of the wall type.  It is also common to use β€œGreenboard” or mold resistant GWB in wet conditions of this kind.  In addition to the thickness of the drain pipe – clamps are required to hold the pipes in place and may require additional room.
  • Some architects will run these pipes within the depth of the 3 5/8β€³ stud and others prefer to leave a space between the metal studs for the drains. Minimum space between the studs is typically 1β€³.  This creates a wall of 9 1/2β€³ and requires that the drain pipes be run partially within the thickness of the metal studs requiring the metal tracks to be cut.  A better practice is to leave more than a 1β€³ space so the pipes can run independently.  For example leaving a 3 1/2β€³ space will make the wall 12β€³ (8 1/2β€³ for studs and GWB + 3 1/2β€³ = 12β€³).  Remember that pipes need room to turn and bend and they also need to be secured in place by clamps.
  • I typically use 1β€² to 1β€²-2β€³ face to face of GWB.  The holes in slabs made for the pipes require firesafing.
  • As the size varies as needed – In Revit I often make this using two different walls (each 1 layer 5/8β€³ on 3 5/8β€³ metal stud) and place this twice and adjust the distance between them – (I will demonstrate)
  • Use 16β€³ OC studs not 24β€³ OC
  • https://www.usg.com/content/usgcom/en/design-studio/wall-assemblies/assembly-detail.30109.html

Type  5 or F – 3 3/4β€³ (2-HR) GWB Shaft Wall  – 1 Layer 1β€³ GWB Liner Panel – 2 1/2β€³ CH Studs – 2 Layers 5/8β€³ Firecode Type X GWB – 1 1/2β€³ fireberglass insulation

Type  6A or G1 -4 1/4β€³ Furring – (Unrated) 1 Layer 5/8β€³ GWB on 3 5/8β€³ Metal Stud Frame

  • Use this for unrated enclosures around columns or the inner wall of the facade.

Type  6B or G2 -4 7/8β€³ Furring – (Unrated) 2 Layer 5/8β€³ GWB on 3 5/8β€³ Metal Stud Frame

  • Use this for unrated enclosures around columns or the inner wall of the facade – when you need more durability.
  • The construction can be used to achieve a 1 HR fire rating – but steel columns are better protected by spray on fireproofing

Type  7A or H1 -1 1/2β€³ Furring – (Unrated) 1 Layer 5/8β€³ GWB on 7/8β€³ Metal Furring or Hat Channel

Type  7B or H2 -2 1/8β€³ Furring – (Unrated) 2 Layers 5/8β€³ GWB on 7/8β€³ Metal Furring or Hat Channel

Type  8 or J -7 5/8β€³ actual (8β€³ Nominal) (2-HR) Rated – Concrete block wall.

 

 

 

 

 

 

 

 

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