Group 4.A - Building Codes - Evolution Types and Requirements Flashcards
Learn evolution of building codes, their current provisions related to windows, doors and skylights, certification programs and some state-specific requirements.
BOCA, ICBO and SBCI combined in the 1970’s to form:
Council of American Building Officials (CABO)
CABO initially published two codes
CABO One and Two Family Dwelling Code
CABO Model Energy Code (MEC)
In what year was the ICC formed?
1994
Year that the first edition of the ICC International Building Code was published
2000
Year that BOCA, ICBO, SBCI absorbed into the ICC and ceased to exist.
2004
IRC Applies to what buildings?:
1 & 2 family detached homes
Multiple single-family dwellings 3 stories or less (with separate egress and accessory structures)
IBC applies to what buildings?
All buildings not specifically included in the IRC.
For fenestration, the I-Codes (IRC and IBC) reference what industry standards?
AAMA/WDMA/CSA 101/I.S.2/A440
North American Fenestration Standard/Specification (for windows doors and skylights) or NAFS.
The basic codes requirements for fenestration place limits on three pillars of fenestration performance. What are they?
AWS
Air infiltration Resistance
Water Penetration resistance
Structural Capability.
Other IBC Requirements beyond NAFS include
Fire resistance rating of fenestration near adjacent buildings.
The I-codes define a skylight as a:
Fenestration product installed at an angle greater than 15 degrees from vertical. Anything less than 15 degrees from vertical is still a ‘window’.
Per NAFS what is the maximum air infiltration rate for all LC, CW, R and sliding-seal AW windows, (except jalousies), as well as skylights and sliding doors?
0.3 cfm / s.f.
What ASTM standard is referenced by NAFS for lab testing of window air infiltration rates?
ASTM E283
What ASTM standards are referenced for testing of Water Penetration resistance:
ASTM E547
AND
ASTM E331 for AW products.
The rate of water application onto the sample window for ASTM E547 and E331 testing is __ GPH/S.F.
5
Structural provisions of the codes rely on which referenced standards for each of the following:
a. Wind Loads
b. Assembled products
c. Glazing
a. ASCE/SEi 7
b. ASTM E330
c. ASTM E1300
The first attempt at a uniform building code was the ____developed by the ___
National Building Code (NBS)
American Insurance Association
According to NAFS, what is the maximum allowable air infiltration rate for jalousie windows and what pressure are they to be tested at?
1.2 cfm/s.f. (4 times the normal rate)
1.6 p.s.f.
about 1/4 the pressure for AW and the same as R, LC, and CW
What pressure are various window types tested at for air infiltration, according to NAFS?
- 2 Psf. for AW products
- 6 psf for LC, R, CW products
- 6 psf for Jalousies
Per NAFS: What is the allowable air infiltration rate for AW fenestration with either fixed sashes or compression seals?
At what pressure differential are they to be tested?
0.1 cfm/s.f. at 6.2 psf.
According to NAFS, what window type, grades or classes are required to demonstrate 0.1 cfm / s.f. or less air infiltration at 6.2 psf? A. All AW class windows. B. All fixed or compression-seal windows (like casements) C. Fixed windows D. AW class fixed or compression seal windows (like casements).
AW class fixed or compression seal windows (like casements).
The rate of water application per ASTM E547 and E331 is equal to what rate of rainfall?
8 inches/hr.
The air pressure difference applied to windows per ASTM E547 and E331 is equal to what percent of the design pressure?
How is this different for AW (Architectural) windows?
15% for most class 20% for AW class
Which defines maximum wind loads and performance grades and class under NAFS? ASCE 7 or Local codes for the building site.
Local codes may differ and their requirements should be known and references in determining grade and class.
AW, LC, CW, R, etc refer to window:
a. Grades
b. Classes
c. Types
d. Standards
Classes
ASTM E 330 is used to test the _____ of windows and to determine their______.
Structural integrity
Design Pressure
Structural capability addresses what qualities in windows and doors?
What additional criteria is added for skylights.
The ability to withstand loading due to wind.
Ability to withstand snow loads.
ASTM E1300 makes what assumptions regarding stiffness of the support system?
The glass edge support system limits deflection to less than 1/175 of the length of the panel at a specified design load.
The acceptable probability of breakage per ASTM 1300 is generally held to be:
8 broken panes out of 1000 tested.
ASTM E1300 assumes that deflection of the center of the glass panel will_____
…not result in displacement of the panel from the frame.
Per ASTM E1300, higher loads require ____ glass.
Thicker
Procedures to determine the load resistance of specified glass types are described by what ASTM Standard?
ASTM E1300
The three glass types considered by ATM E1300 are:
Annealed, heat-treated, laminated
A rectangular piece of glass being analyzed per ASTM E 1300 can be assumed to be supported by___ edges?
a. one
b. two
c. three
d. four
e. any of the above
e. any of the above
Raises the obvious question as to how the glass is supported on just one edge.
What is the primary force of loading on an exterior window or door.
Wind force.
Design Pressure (DP) is defined as: DP provides:
The amount of force exerted by the maximum wind likely to impact a window.
DP provides a localized maximum wind load expected at the installation site.
Design Pressure is the same a performance rating or Performance Grade for fenestration T or F
F.
DP is the starting point not a performance rating.
For horizontal cladding and skylights, Design Pressure encompasses what (2) additional loads, beyond wind?
Snow loads
Dead loads