Posted By rnortman on 07/02/2008 1:16 PM Can a SIP be used to build a residential party wall in a townhouse-type building? (Party wall = the shared wall between units, running from foundation to roof.) Party walls usually have special code requirements. The standard construction, I think, is a double stud wall with staggered studs, with a double layer of fire-rated gypsum on either side, and fire stops in the stud cavities at the right places. Most of that would seem unneccessary with SIPs -- just the double gypsum on either side. But building inspectors don't always look favorably on doing things differently than standard practice. Would it be done with a single SIP wall, or two SIP walls with a gap? Would some sort of spacer be required to maintain that gap?
Yeah, I know I could dig through code books to try to figure this out, but somebody here probably knows, and I'm a little lazy. ;)
If the SIP assembly has been tested and approved for that use, then they should be allowed. Ours have been tested and approved for a load bearing 1 hour rated assembly up to 3 stories high.
Other approvals
¨ SSTD-1299 Non Porous Impact Protective Systems “State of Florida requirements for Educational Facilities” Chapter 5, section 5.4 Paragraph (d) Structural Missile Impact Criteria (Heavy Impact Missile at 50 feet Per Second)
¨ ASTM E-1886 - 02 “Standard Test for Curtain Walls: Large Missile Impact and Exposed to Cyclic Pressure Differentials” (+/-) through 4500 cycles of each positive and negative pressure
¨ ASTM E-1996 – 02 “Standard Specification for Curtain Walls Impacted by Windborne Debris in Hurricanes”
¨ ASTM E-72 “Vacuum Chamber Structural Load Tests” Shear Modulus of Panel Core, Shear Strength of the Panel Core, Bending Strength, Connection Strength
¨ ASTM-1592 & UL 580 “Standard Test Method for Steel/Metal Roof systems by Uniform Static Air Pressure Difference
¨ UBC-26-3 and UL-1715 Room Fire Test Standards
ASTM E-119-00a “Fire Test of Building Construction & Materials” Test Conditions also described by Testing Standards UBC-7-1/1997, UBC 263 a and the NFPA 251 (National Fire Protection Association) for 1 Hour Fire |