1
Using Performance
St d d tto S
Standards
Specify
if
Exterior Side-Hinged
g Doors
2
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presentation
3
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© American Architectural Manufacturers Association 2008
Using Performance
Standards to Specify
Exterior Side-Hinged Doors
L
Learning
i Objectives:
Obj ti
™ Fenestration Standards and Code References
™ Use The Standard To Specify Product Type,
Performance Level and Key Performance
Attributes
™ Analyze Special Requirements for Door Types
™ Examine Materials and Glazing
g Requirements
q
™ Learn To Use the Short Form Specification
4
5
AAMA/WDMA/CSA
101/I.S. 2/A440-05
6
Getting to 101-05
101 05
1947
The first Guide Specification for
Aluminum Windows was released
released.
1985
AAMA “101” standard for aluminum
windows and doors was released
released.
1988
AAMA “101” standard for aluminum
windows and doors is updated from
1985 document and released.
1950
Performance levels for different
applications were first defined.
1962
AAMA 302 aluminum window
standard was released.
1993
AAMA “101” standards for
aluminum and vinyl windows and
doors combined and released.
1986
AAMA “101” standard for vinyl windows and doors was released.
1994
AAMA and NWWDA begin work to consolidate the two
major U.S. standards for windows and glass doors.
1997
ANSI/AAMA/NWWDA 101/I.S. 2-97 was released, encompassing products made of aluminum,
vinyl, fiberglass or wood, as well as those with aluminum- or vinyl-clad wood framing members.
2002
ANSI/AAMA/WDMA 101/I
101/I.S.
S 2/NAFS - 02,
02 was released,
released which
incorporates skylights, sidelites and transoms for the first time.
2005
AAMA/WDMA/CSA 101/I.S. 2/A440-05 was issued, fully consolidating U.S. and Canadian standards and
adding four more operator types, eight additional materials and requirements for side-hinged doors.
7
Key
y Features of
AAMA/WDMA/CSA
101/I S 2/A440–05
101/I.S.
2/A440 05
™ Performance Based
8
Key
y Features of
AAMA/WDMA/CSA
101/I S 2/A440–05
101/I.S.
2/A440 05
™ Performance Based
™ Material Neutral
9
Key
y Features of
AAMA/WDMA/CSA
101/I S 2/A440–05
101/I.S.
2/A440 05
™ Performance Based
™ Material Neutral
™ Required by IBC and IRC
(An alternative to the IBC & IRC
requirements is the ASTM E 330.)
10
Key
y Features of
AAMA/WDMA/CSA
101/I S 2/A440–05
101/I.S.
2/A440 05
™ Performance Based
™ Material Neutral
™ Required by IBC and IRC
™ Multinational in Scope
11
Using 101/I.S.
101/I S 2/A440-05
™ What type of product?
™ What application?
™ Performance level?
12
What Type of Product?
13
Product Types
30 product types are
identified in the 2005
Standard by Specific
Letter Codes
Codes.
14
Application:
What Kind of Building?
15
Performance Class
R
LC
C
HC
AW
16
Door Performance Grades
Product
Performance
Class
Minimum
Performance
Grade
Minimum
Design Pressure
(Pa/psf)
Wind Speed
(mph)
R
15
720 (15.0)
77
LC
25
1200 (25.0)
100
C
30
1440 (30.0)
109
HC
40
1920 (40.0)
126
AW
40
1920 (40.0)
126
17
Product Designation System
SHD – LC 25 – 36 x 80
PRODUCT KEY
A = Product (Operator) Type: Side‐Hinged Door (SHD)
B = Performance Class: LC
C = Performance Grade: Design Pressure = 25 psf
D = Maximum Size Tested: Width x Height (36 x 80)
18
AAMA Label
19
Basic Performance
Requirements
™ Force to latch
™ Resistance to air infiltration
™ Resistance to water penetration
™ Structural adequacy to withstand
design wind loads
™ Resistance to forced entry
20
Force to Latch
21
Force to Latch
™Test method based on ANSI/BHMA
procedure
™Incorporates unique criteria for maximum
closing force to accommodate:
™Strike latch load
™Resistance of the weatherstrip
™Resistance of the door sweep
22
ASCE Design Wind Load Map
Map reprinted with permission of ASCE.
23
Design Wind Load Table (psf)
Mean Roof
Height (ft.)
Positive Pressure
All Areas
Negative Pressure
Area 4
Area 5
BASIC WIND SPEED – 70 MPH
15
16.6
-17.6
-22.6
20
18.0
-19.1
-24.6
25
19.2
-20.4
-26.2
30
20.3
-21.5
-27.7
40
21.9
-23.3
-29.9
50
23.4
-24.8
-31.9
60
24.6
-26.1
-33.6
70
25.7
-27.2
-35.0
80
26 7
26.7
-28
28.3
3
-36
36.4
4
90
27.7
-29.4
-37.8
Excerpt from ASCE-7
24
Performance Considerations
Related to Design Pressure
Performance Grade = Design Pressure
Structural Test Pressure = 1.5 x Design Pressure
Water Resistance Test Pressure = 0.15 x Design Pressure for R, LC, C
and HC
0.20 x Design Pressure for AW
25
Air Leakage
Air Infiltration Control Panel
26
Air Leakage Test Pressure
FOR VARIOUS PERFORMANCE CLASSES
7
6.2
6.2
6
5
4
3
2
1.6
1.6
1.6
psf
p
1
0
R
LC
C
HC
AW
27
Maximum Air Leakage
FOR VARIOUS PERFORMANCE CLASSES AND GRADES
Field air infiltration is permitted to be 1
1.5
5 times values shown below
below.
0.35
cfm/sq.
q ft.
0.3
0.25
0.1 cfm/sq.
ft for all
ft.
compression
seal products
02
0.2
0.15
01
0.1
0.05
0
R
LC
C
HC
AW
28
Water Penetration
29
Water Test Pressure
FOR VARIOUS PRODUCT CLASSES AND GRADES
Recommended 12 psf Maximum Optional Water Test Pressure, 15 psf in Canada.
30
Why a Water Test
Pressure Cap?
™A water test pressure of 12 psf
corresponds to a Design Pressure of 80
psf, which equates to a sustained wind
velocity of 177 mph
™The test water spray equates to rainfall
at 8 inches per hour, which has never
been recorded in U.S. history
31
Limited Water (LW) Performance
f Side-Hinged
for
Sid Hi
d Doors
D
Due p
primarily
y to accessibility/egress
y g
demands,,
allowance is made for SHD to be tested to less
than the minimum Water Resistance Test
Pressure.
Pressure
If this option is chosen
chosen, SHD is listed and labeled
“LW” with the test pressure that was achieved.
a pe S
SHD-R20-LW10
0
0
Example:
32
Minimum Performance
R
Requirements
i
t Listed
Li t d by
b Class
Cl
Door
Classes
Water
Design
Structural
Resistance
Pressure Test Pressure
Test Pressure
(psf)
(psf)
(psf)
Required
Percentage
For Water
Testing
R
15
22.5
2.9
*
LC
25
37.5
3.8
15%
C
30
45.0
4.5
15%
HC
40
60.0
6.0
15%
AW
40
60.0
8.0
20%
* R15 products are tested at 2.9 psf, which is higher than the 15% of
design pressure, as required for other higher ratings within the R class.
33
Structural Loading
34
Uniform
U
if
L
Load
d Deflection
D fl ti
Test at the Design Pressure
™ A minimum uniform design pressure
load is applied to the test specimen
specimen,
first to the exterior surface (positive)
and then to the interior surface
(negative)
™ Deflection at design
g pressure is
reported for all products. For HC and
AW products, the deflection must not
exceed
d L/175
35
Minimum Structural
Performance Requirements by
Class
Door
Classes
Design Pressure
(psf)
Structural Test
Pressure (psf)
R
15
22 5
22.5
LC
25
37.5
C
30
45.0
HC
40
60.0
AW
40
60.0
36
Structural Load Requirements
Uniform Load Structural Test
(150% of Performance Grade)
There can be no permanent deformation of any
mainframe, leaf or threshold/sill in excess of 0.4%
of its span for R, LC class products, 0.3% of its
span for
f C and
d HC class
l
products,
d t
or 0
0.2%
2% off itits
span for AW class products
0.4%, 0.3% or 0.2%
37
Resistance to Forced Entry
ASTM F 842 – Sliding Doors
AAMA 1304 – Side-Hinged Doors
38
AAMA Label
39
Side-Hinged
Side
Hinged Door Testing
40
Minimum Test
Size Requirements
T t Sample
Test
S
l Requirements
R
i
t
Side-Hinged Door 2005 Minimum
Designation
Frame Size
SHD-R15
900 mm (36”) x 2000 mm (79”)
SHD-LC25
900 mm (36”) x 2100 mm (83”)
SHD-C30
1000 mm (40”) x 2100 mm (83”)
SHD-HC40
1000 mm (40”) x 2100 mm (83”)
SHD-AW40
1200 mm (48”) x 2400 mm (95”)
41
Minimum Test Sizes
Largest Width
Must include
all intermediate
members to be
qualified.
Largest
g
Height
42
Maximum Size Tested
43
Higher
Performance
G d ?
Grades?
44
Optional Performance Grades
Optional
Applicable
Performance Product
g
Grade
Designation
Design
Pressure
Structural Test
Pressure
Water Resistance Test Pressure
R, LC, C and HC
AW
psf
(Pa)
psf
(Pa)
psf
(Pa)
psf
(Pa)
20
R
20.0
(960)
30.0
(1440)
3.00
(150)
-
-
25
R
25.0
(1200)
37.5
(1800)
3.75
(180)
-
-
30
R,LC
30.0
(1440)
45.0
(2160)
4.50
(220)
-
-
35
R,LC,C
35.0
(1680)
52.5
(2520)
5.25
(260)
-
-
40
R LC C
R,LC,C
40 0
40.0
(1920)
60 0
60.0
(2880)
6 00
6.00
(290)
45.0
(2160)
67.5
(3240)
6.75
(330)
9.00
(440)
50.0
(2400)
75.0
(3600)
7.50
(360)
10.00
(480)
55.0
(2640)
82.5
(3960)
8.25
(400)
11.00
(530)
60.0
(2880)
90.0
(4320)
9.00
(440)
12.00
(580)
45
50
55
60
R,LC,C,
HC,AW
R,LC,C,
HC AW
HC,AW
R,LC,C,
HC,AW
R,LC,C,
HC,AW
Optional Performance Grades higher than those shown on the table may be used in increments of 5 psf.
Water resistance test pressures are capped at 15 psf in the 2002 version of the standard.
Ratings are capped at the entry level plus 60 psf in the 2002 & 2005 version of the standard, except for the AW class.
45
Optional Performance Grades (cont'd)
Optional
Applicable
Performance
Product
g
Grade
Designation
Design
Pressure
Structural Test
Pressure
Water Resistance Test Pressure
R, LC, C and HC
AW
psf
Pa
psf
Pa
psf
Pa
psf
Pa
65.0
3120
97.5
4680
9.75
470
12.00
580
R,LC,C,
HC,AW
R,LC,C,
HC AW
HC,AW
R,LC,C,
HC,AW
LC,C,
HC,AW
LC C
LC,C,
HC,AW
70.0
3360
105.0
5040
10.50
510
12.00
580
75.0
3600
112.5
5400
11.25
540
12.00
580
80.0
3840
120.0
5760
12.00
580
12.00
580
85.0
4080
127.5
6120
12.00
580
12.00
580
90
C, HC,AW
90.0
4320
135.0
6480
12.00
580
12.00
580
95
HC,AW
95.0
4560
142.5
6840
12.00
580
12.00
580
100
HC,AW
100.0
4800
150.0
7200
12.00
580
12.00
580
65
70
75
80
85
Optional Performance Grades higher than those shown on the table may be used in increments of 5 psf.
Water resistance test pressures are capped at 15 psf in the 2002 version of the standard.
Ratings are capped at the entry level plus 60 psf in the 2002 & 2005 version of the standard, except for the AW class.
46
Optional
O
ti
l
Performance
Grades
Must meet ALL minimum
gateway
t
performance
f
requirements before testing at
optional higher grades.
47
Supplemental
Requirements for
Sid Hi
Side-Hinged
d Doors?
D
?
48
Additional Side-Hinged
D
Door
R
Requirements
i
t
™Operating
™O
i Cycle
C l Performance
P f
(AAMA 920)
™Vertical Loading Resistance
(AAMA 925)
™Mulled Assemblies
(AAMA 450)
49
Operating Cycle Performance
50
Operating Cycle
P f
Performance
Performance Class
Number of Cycles
R
25 000
25,000
LC
100,000
C
250,000
HC
(except architectural terrace doors)
500,000
AW
(except architectural terrace doors)
1 000 000
1,000,000
AW
(architectural terrace doors)
25,000
51
Vertical Loading Resistance
52
Vertical Loading Resistance
Rating
g
Applied
pp
Load
R LC
R,
675 N (150 lbf)
C, HC
1115 N (250 lbf)
AW
2230 (500 lbf)
53
Mulled Assemblies
54
Mullions or Other
Structural Members
™Products assembled at the
factory are tested as a single
complete unit per the 2005
standard or its predecessors
™Products stacked or combined in
the field must be tested for
mullion integrity per AAMA 450
55
Mullions and Other
Structural Members
™Must withstand the full design load for
the project site
™Deflection for all AW and HC products
cannot exceed 1/175 of the span
length in the 2005 version
™Evidence of compliance may be by
structural analysis by a Professional
Engineer or by AAMA 450
56
Materials Requirements
57
Framing Material
Requirements
PVC extrusions, where used as a
structural member, must comply with
AAMA 303
Wood parts
™Must be kiln
kiln-dried
dried to a moisture content
no greater than 12%
™Surface
Su ace must
ust be suitable
su tab e for
o a
an opaque
finish
58
Framing Material
Requirements
Other materials
™Cellular PVC, Fiberglass, Steel,
Cellulosic Composites
Composites, Fiber
Reinforced PVC & ABS Plastic were
added to the 2002 standard
™References to other polymers were
included in the 2005 standard
59
Glass & Glazing Materials
™Safety glazing materials must conform
to ANSI Z97.1 or CPSC 16 CFR 1201
™Tempered glass must conform to ASTM
C 1048 (Kind FT)
(Glass doors must have safety glazing)
™Sealed insulating glass must conform to
ASTM E 774 Level A or E2190
60
Glass and Glazing Materials
™ASTM E 1300-07e1
1300 07e1 “Standard
Standard Practice
For Determining Load Resistance of
Glass in Buildings”
Buildings
™Glass furnished by the manufacturer
must meet the values g
given in ASTM
E 1300 for the design pressure rating
of the product
61
Short Form Specification
All (doors) shall conform to the
________ voluntary specification(s) in
AAMA/WDMA/CSA 101/I.S.
101/I S 2/A440-05,
2/A440 05 be
labeled with the AAMA, CSA or WDMA
label have the sash arrangement(s)
label,
arrangement(s), leaf
arrangement(s), or sliding door panel
arrangement(s) and be of the size(s) shown
on the drawings and be as manufactured by
________ or approved equal.
62
Short Form Specification
All (doors) shall conform to the
SHD-LC25 voluntary specification(s) in
AAMA/WDMA/CSA 101/I.S.
101/I S 2/A440-05,
2/A440 05 be
labeled with the AAMA, CSA or WDMA
label have the sash arrangement(s)
label,
arrangement(s), leaf
arrangement(s), or sliding door panel
arrangement(s) and be of the size(s) shown
on the drawings and be as manufactured by
XYZ Doors or approved equal.
63
AAMA/WDMA/CSA
101/I.S. 2/A440-05
64
Door-Related Changes
2008 vs. 2005
™ Performance Classifications
– Reduced from 5 to 4
– Elimination of C and HC
– Addition of CW
™ Performance
P f
G
Grade
d Caps
C
– Increased to 100 psf for R and LC products
™ Operation/Cycling
O
ti /C li
– AW (except ATD) reduced to 500,000
– Cycle
C l rate
t off 12 tto 24 cpm (R class
l
products)
d t )
65
Door-Related Changes
2005 vs. 2008
™ Force to Latch
– Test and record only
™ Glazing Exception
– Heaviest glazing must be tested
™C
Clarification
a cat o o
of tthe
e Design
es g Pressure
essu e ((DP)) a
and
d
Performance Grade (PG)
™ Revision of Primary Designators for DP, PG
and size tested
™ Prescriptive Requirements Identified for Use
of Secondary Designator
66
Using Performance
St d d tto S
Standards
Specify
if
Exterior Side-Hinged
g
Doors
67
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