Transcription of SECTION ‘C’ Timber Frame Wall Systems. Contents.
{{id}} {{{paragraph}}}
Example: tourism industry
SECTION ‘C’ Timber Frame Wall Systems. Contents.
The Red Book Frame Wall Stud Height TablesC2 IntroductionC3 Design ConsiderationsC3 InstallationC4 ComponentsC5 system SpecificationsSingle StudC6 C8 Double StudC9 C10 Party WallC11 Staggered StudC12 C13 Resilient Mount & FurringC14 Single SidedC15 External WallsC16 C21 Column & BeamC22 system Installation DetailsC23 C28 SECTION C Red Book TABLE C1. MAXIMUM Timber STUD LOADBEARING WALLSSHEETED WITH NON FIRE GRADE GYPROCK Distributed Load (UDL) = Stud Height (m) F5F8F11 MGP 10 MGP 12 MGP 15600mm max. cts450mm GradeStud Thickness (mm)Stud Depth (mm)709012070901207090120 NOTES FOR TABLE C1 AND heights have been determined based on a maximum deflection of H 240 or 30mm at 1350mm maximum centres, measured vertically. No noggings in staggered stud walls .
C3. The Red Book™ Introduction. CSR Gyprock & Fibre Cement (GFC) timber frame wall systems are assemblies constructed from timber components with one or …
Loading..
Tags:
Information
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document: