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51-11-1005  <<  51-11-1006 >>   51-11-1007

(Effective Until July 1, 2013.)

WAC 51-11-1006

Agency filings affecting this section

Section 1006 Default U-factors for glazing and doors.

  


     1006.1 Glazing and Doors without NFRC Certification: Glazing and doors that do not have NFRC certification shall be assigned the following U-factors:
TABLE 10-6

Other than Single-Family Residential: DEFAULT U-FACTORS FOR VERTICAL GLAZING, OVERHEAD GLAZING AND OPAQUE DOORS
Vertical Glazing
U-Factor
Any Frame Aluminum W/Thermal Break Vinyl/Wood/

Fiberglass

Frame
Single 1.45 1.45 1.45
Double 0.90 0.85 0.75
1/2 Inch Air, Fixed/Operable 0.75/0.90 0.70/0.84 0.60/0.72
1/2 Inch Air,

Low-e(0.40), Fixed/Operable
0.70/0.84 0.60/0.72 0.50/0.60
1/2 Inch Air, Low-e(0.10), Fixed/Operable 0.65/0.78 0.55/0.66 0.45/0.54
1/2 Inch Argon,

Low-e(0.10), Fixed/Operable
0.60/0.72 0.50/0.60 0.40/0.48
Triple 0.75 0.55 0.50
1/2 Inch Air, Fixed/Operable 0.55/0.66 0.50/0.60 0.45/0.54
1/2 Inch Air, Low-e(0.20), Fixed/Operable 0.50/0.60 0.45/0.54 0.40/0.48
1/2 Inch Air, 2 Low-e(0.10), Fixed/Operable 0.45/0.54 0.35/0.42 0.30/0.36
1/2 Inch Argon,

Low-e(0.10), Fixed/Operable
0.40/0.48 0.30/0.36 0.25/0.30

The category for aluminum frame with a thermal break is as defined in footnote 7 to Table 10-6A.


Overhead Glazing: Sloped Glazing (Including Frame)
U-Factor
Any Frame Aluminum W/Thermal Break Vinyl/Wood/

Fiberglass

Frame
Single 1.74 1.74 1.74
Double 1.08 1.02 0.90
1/2 Inch Air, Fixed 0.90 0.84 0.72
1/2 Inch Air, Low-e(0.40), Fixed 0.84 0.72 0.60
1/2 Inch Air, Low-e(0.10), Fixed 0.78 0.66 0.54
1/2 Inch Argon, Low-e(0.10), Fixed 0.72 0.60 0.48
Triple 0.90 0.66 0.60
1/2 Inch Air, Fixed 0.66 0.60 0.54
1/2 Inch Air, Low-e (0.20), Fixed 0.60 0.54 0.48
1/2 Inch Air, 2 Low-e(0.10), Fixed 0.54 0.42 0.36
1/2 Inch Argon, 2 Low-e(0.10), Fixed 0.48 0.36 0.30

     This default table is applicable to sloped glazing only. (Sloped glazing is a multiple-lite glazed system (similar to a curtain wall) that is mounted at a slope greater than 15° from the vertical plane.) Other overhead glazing shall use the defaults in Table 10-6E.


Opaque Doors
U-Factor
Uninsulated Metal 1.20
Insulated Metal (Including Fire Door and Smoke Vent) 0.60
Wood 0.50
Other Doors See Table 10-6C

Notes:


Where a gap width is listed (i.e.: 1/2 inch), that is the minimum allowed.

Where a low-emissivity emittance is listed (i.e.: 0.40, 0.20, 0.10), that is the maximum allowed.

Where a gas other than air is listed (i.e.: Argon), the gas fill shall be a minimum of 90%.

Where an operator type is listed (i.e.: Fixed), the default is only allowed for that operator type. Where a frame type is listed (i.e.: Wood/vinyl), the default is only allowed for that frame type. Wood/vinyl frame includes reinforced vinyl and aluminum-clad wood.



TABLE 10-6A

Group R Occupancy: DEFAULT U-FACTORS FOR VERTICAL GLAZING

Description1,2,3,4 Frame Type5,6
  Aluminum Aluminum

Thermal Break7
Wood/Vinyl
Windows Single 1.20 1.20 1.20
  Double, < 1/2" Clear 0.92 0.75 0.63
  Clear Argon 0.87 0.71 0.60
Low-e 0.85 0.69 0.58
Low-e Argon 0.79 0.62 0.53
Double, > 1/2" Clear 0.86 0.69 0.58
  Clear Argon 0.83 0.67 0.55
Low-e 0.78 0.61 0.51
Low-e Argon 0.75 0.58 0.48
Triple, Clear 0.70 0.53 0.43
  Clear Argon 0.69 0.52 0.41
Low-e 0.67 0.49 0.40
Low-e Argon 0.63 0.47 0.37
Garden Single 2.60 n.a. 2.31
Windows Double Clear 1.81 n.a. 1.61
    Clear Argon 1.76 n.a. 1.56
Low-e 1.73 n.a. 1.54
Low-e Argon 1.64 n.a. 1.47

1 < 1/2" = a minimum dead air space of less than 0.5 inches between the panes of glass.
> 1/2" = a minimum dead air space of 0.5 inches or greater between the panes of glass.
Where no gap width is listed, the minimum gap width is 1/4".
2 Any low-e (emissivity) coating (0.1, 0.2 or 0.4).
3 U-factors listed for argon shall consist of sealed, gas-filled insulated units for argon, C02, SF6, argon/SF6 mixtures and Krypton.
4 "Glass block” assemblies may use a U-factor of 0.51.
5 Insulated fiberglass framed products shall use wood/vinyl U-factors.
6 Aluminum clad wood windows shall use the U-factors listed for wood/vinyl windows.
7 Aluminum Thermal Break = An aluminum thermal break framed window shall incorporate the following minimum design characteristics:
a) The thermal conductivity of the thermal break material shall be not more than 3.6 Btu-in/h/ft2/°F;
b) The thermal break material must produces a gap in the frame material of not less than 0.210 inches; and,
c) All metal framing members of the products exposed to interior and exterior air shall incorporate a thermal break meeting the criteria in a) and b) above.


TABLE 10-6B

All Occupancies: SMALL BUSINESS COMPLIANCE TABLE DEFAULT U-FACTORS FOR VERTICAL GLAZING

Vertical Glazing

Description
Frame Type
Any Frame Aluminum Thermal Break2 Wood/Vinyl Fiberglass
Panes Low-e1 Spacer Fill      
A Any Argon 0.48 0.41 0.32
  B Any Argon 0.46 0.39 0.30
Double3 C Any Argon 0.44 0.37 0.28
  C High Performance Argon 0.42 0.35 Deemed to comply5
  A Any Air 0.50 0.44 0.26
  B Any Air 0.45 0.39 0.22
Triple4 C Any Air 0.41 0.34 0.20
  Any, double low-e Any Air 0.35 0.32 0.18

Footnotes to Table 10-6B


1. Low-eA (emissivity) shall be 0.24 to 0.16.
Low-eB (emissivity) shall be 0.15 to 0.08.
Low-eC (emissivity) shall be 0.07 or less.
2. Aluminum Thermal Break = An aluminum thermal break framed window shall incorporate the following minimum design characteristics:
a) The thermal conductivity of the thermal break material shall be not more than 3.6 Btu-in/h/ft2/° F;
b) The thermal break material must produce a gap in the frame material of not less than 0.210 inches; and
c) All metal framing members of the products exposed to interior and exterior air shall incorporate a thermal break meeting the criteria in a) and b) above.
3. A minimum air space of 0.375 inches between panes of glass is required for double glazing.
4. A minimum air space of 0.25 inches between panes of glass is required for triple glazing.
5. Deemed to comply glazing shall not be used for performance compliance.

TABLE 10-6C

Group R Occupancy: DEFAULT U-FACTORS FOR DOORS

Door Type No

Glazing
Single

Glazing
Double

Glazing

with 1/4 in.

Airspace
Double

Glazing

with 1/2

in.

Airspace
Double

Glazing

with

e = 0.10,

1/2 in.

Argon
SWINGING DOORS (Rough opening - 38 in. x 82 in.)
Slab Doors          
Wood slab in wood framea 0.46        
6% glazing (22 in. x 8 in. lite) - 0.48 0.47 0.46 0.44
25% glazing (22 in. x 36 in. lite) - 0.58 0.48 0.46 0.42
45% glazing (22 in. x 64 in. lite) - 0.69 0.49 0.46 0.39
More than 50% glazing   Use Table 10-6A  
Insulated steel slab with wood edge in wood framea 0.16        
6% glazing (22 in. x 8 in. lite) - 0.21 0.20 0.19 0.18
25% glazing (22 in. x 36 in. lite) - 0.39 0.28 0.26 0.23
45% glazing (22 in. x 64 in. lite) - 0.58 0.38 0.35 0.26
More than 50% glazing   Use Table 10-6A  
Foam insulated steel slab with metal edge in steel frameb 0.37        
6% glazing (22 in. x 8 in. lite) - 0.44 0.42 0.41 0.39
25% glazing (22 in. x 36 in. lite) - 0.55 0.50 0.48 0.44
45% glazing (22 in. x 64 in. lite) - 0.71 0.59 0.56 0.48
More than 50% glazing   Use Table 10-6A  
Cardboard honeycomb slab with metal edge in steel frameb 0.61        
Style and Rail Doors          
Sliding glass doors/French doors   Use Table 10-6A  
Site-Assembled Style and Rail Doors          
Aluminum in aluminum frame - 1.32 0.99 0.93 0.79
Aluminum in aluminum frame with thermal break - 1.13 0.80 0.74 0.63

a. Thermally broken sill (add 0.03 for nonthermally broken sill)
b. Nonthermally broken sill
c. Nominal U-factors are through the center of the insulated panel before consideration of thermal bridges around the edges of the door sections and due to the frame.

REVOLVING DOORS
Size (W x H) U-Factor
3-wing

     8 ft. x 7 ft.

     10 ft. x 8 ft.


0.79

0.80
4-wing

     7 ft. x 6.5 ft.

     7 ft. x 7.5 ft.


0.63

0.64
Open

     82 in. x 84 in.


1.32


DOUBLE-SKIN STEEL EMERGENCY EXIT DOORS
Core Insulation 3 ft. x 6 ft. 8 in. 6 ft. x 6 ft. 8 in.
1-3/8 in. thickness

     Honeycomb kraft paper

     Mineral wool, steel ribs

     Polyurethane foam


0.57

0.44

0.34


0.52

0.36

0.28
1-3/4 in. thickness

     Honeycomb kraft paper

     Mineral wool, steel ribs

     Polyurethane foam


0.57

0.41

0.31


0.54

0.33

0.26
1-3/8 in. thickness

     Honeycomb kraft paper

     Mineral wool, steel ribs

     Polyurethane foam


0.60

0.47

0.37


0.55

0.39

0.31
1-3/4 in. thickness

     Honeycomb kraft paper

     Mineral wool, steel ribs

     Polyurethane foam


0.60

0.44

0.34


0.57

0.37

0.30


DOUBLE-SKIN STEEL GARAGE AND AIRCRAFT HANGAR DOORS
  One-piece tilt-upa Sectional tilt-upb Aircraft hangar
Insulatione 8 ft. x 7 ft. 16 ft. x 7 ft. 9 ft. x 7 ft. 72 ft. x 12 ft.c 240 ft. x 50 ft.d
1-3/8 in. thickness

     EPS, steel ribs

     XPS, steel ribs


0.36

0.33


0.33

0.31


0.34-0.39

0.31-0.36
   
2 in. thickness

     EPS, steel ribs

     XPS, steel ribs


0.31

0.29


0.28

0.26


0.29-0.33

0.27-0.31
   
3 in. thickness

     EPS, steel ribs

     XPS, steel ribs


0.26

0.24


0.23

0.21


0.25-0.28

0.24-0.27
   
4 in. thickness

     EPS, steel ribs

     XPS, steel ribs


0.23

0.21


0.20

0.19


0.23-0.25

0.21-0.24
   
6 in. thickness

     EPS, steel ribs

     XPS, steel ribs


0.20

0.19


0.16

0.15


0.20-0.21

0.19-0.21
   
4 in. thickness

     Non-insulated

     Expanded polystyrene

     Mineral wool, steel ribs

     Extruded polystyrene


   

1.10

0.25

0.25

0.23


1.23

0.16

0.16

0.15
6 in. thickness

     Non-insulated

     Expanded polystyrene

     Mineral wool, steel ribs

     Extruded polystyrene


   

1.10

0.21

0.23

0.20


1.23

0.13

0.13

0.12
Uninsulated

     All products


1.15
       

a. Values are for thermally broken or thermally unbroken doors.
b. Lower values are for thermally broken doors; upper values are for doors with no thermal break.
c. Typical size for a small private airplane (single-engine or twin).
d. Typical hangar door for a midsize commercial jet airliner.
e. EPS is extruded polystyrene, XPS is expanded polystyrene.

TABLE 10-6D

Group R Occupancy: DEFAULT U-FACTORS FOR GLAZED DOORS

See Table 10-6C

TABLE 10-6E

Group R Occupancy: DEFAULT U-FACTORS FOR OVERHEAD GLAZING
  Frame Type
  Aluminum Aluminum Reinforced Wood or Vinyl-
  without with Vinyl/ Clad Wood/
  Thermal Thermal Aluminum-Clad Vinyl without
Glazing Type Break Break Wood or Vinyl Reinforcing
Single Glazing        
     glass U-1.58 U-1.51 U-1.40 U-1.18
     acrylic/polycarb U-1.52 U-1.45 U-1.34 U-1.11
Double Glazing        
     air U-1.05 U-0.89 U-0.84 U-0.67
     argon U-1.02 U-0.86 U-0.80 U-0.64
Double Glazing, e = 0.20        
     air U-0.96 U-0.80 U-0.75 U-0.59
     argon U-0.91 U-0.75 U-0.70 U-0.54
Double Glazing, e = 0.10        
     air U-0.94 U-0.79 U-0.74 U-0.58
     argon U-0.89 U-0.73 U-0.68 U-0.52
Double Glazing, e = 0.05        
     air U-0.93 U-0.78 U-0.73 U-0.56
     argon U-0.87 U-0.71 U-0.66 U-0.50
Triple Glazing        
     air U-0.90 U-0.70 U-0.67 U-0.51
     argon U-0.87 U-0.69 U-0.64 U-0.48
Triple Glazing, e = 0.20        
     air U-0.86 U-0.68 U-0.63 U-0.47
     argon U-0.82 U-0.63 U-0.59 U-0.43
Triple Glazing, e = 0.20 on 2 surfaces        
     air U-0.82 U-0.64 U-0.60 U-0.44
     argon U-0.79 U-0.60 U-0.56 U-0.40
Triple Glazing, e = 0.10 on 2 surfaces        
     air U-0.81 U-0.62 U-0.58 U-0.42
     argon U-0.77 U-0.58 U-0.54 U-0.38
Quadruple Glazing, e = 0.10 on 2x

surfaces
       
     air U-0.78 U-0.59 U-0.55 U-0.39
     argon U-0.74 U-0.56 U-0.52 U-0.36
     krypton U-0.70 U-0.52 U-0.48 U-0.32

1. U-factors are applicable to both glass and plastic, flat and domed units, all spacers and gaps.
2. Emissivities shall be less than or equal to the value specified.
3. Gap fill shall be assumed to be air unless there is a minimum of 90% argon or krypton.
4. Aluminum frame with thermal break is as defined in footnote 2 to Table 10-6B.




[Statutory Authority: RCW 19.27A.025, 19.27A.045. 10-03-115, 10-13-113 and 10-22-056, § 51-11-1006, filed 1/20/10, 6/21/10 and 10/28/10, effective 1/1/11. Statutory Authority: RCW 19.27A.022, 19.27A.025, 19.27A.045, and chapters 19.27 and 34.05 RCW. 07-01-089, § 51-11-1006, filed 12/19/06, effective 7/1/07. Statutory Authority: RCW 19.27A.025, 19.27A.045 and chapters 19.27, 19.27A, and 34.05 RCW. 05-01-013, § 51-11-1006, filed 12/2/04, effective 7/1/05. Statutory Authority: RCW 19.27A.025, 19.27A.045. 02-01-112, § 51-11-1006, filed 12/18/01, effective 7/1/02; 01-03-010, § 51-11-1006, filed 1/5/01, effective 7/1/01; 98-03-003, § 51-11-1006, filed 1/8/98, effective 7/1/98. Statutory Authority: Chapters 19.27, 19.27A and 34.05 RCW. 94-05-059, § 51-11-1006, filed 2/10/94, effective 4/1/94. Statutory Authority: RCW 19.27A.020 and 1990 c 2. 91-01-112, § 51-11-1006, filed 12/19/90, effective 7/1/91.]


Notes:


     Reviser's note:  Notice of Objection: The Joint Administrative Rules Review Committee (Committee) finds that, in adopting the 2009 proposed changes to the State Energy Code, Chapter 51-11 WAC, on November 20, 2009, the State Building Code Council (Council) failed to comply with all requirements of the law and failed to adequately respond to the Committee's request for additional economic impact and cost-benefit analyses prior to adoption.

     On October 1, 2009, the Committee found that the Small Business Economic Impact Statement (SBEIS) for the proposed changes filed with the Code Reviser failed to comply with all requirements of law. The Committee requested that the Council conduct a cost-benefit analysis pursuant to RCW 34.05.328 and amend the SBEIS to provide additional economic impact information, including an estimate of the number of jobs that would be created or lost as a result of compliance with all the proposed rules, as required by RCW 19.85.040 (2)(d).

     The Council provided the Committee with information and data on November 18, 2009. On December 2, 2009, the Committee found that the Council failed to adequately respond to the Committee's request for additional data. Specifically, the Committee found that the Council failed to amend the SBEIS to (a) estimate the number of jobs that would be created or lost as a result of compliance with the proposed changes; and (b) support the SBEIS with a detailed and rigorous costs analysis of the cumulative impact of all the changes. In addition, the Committee found that the Council failed to provide the Committee with a cost-benefit analysis of the proposed changes and pursuant to the requirements of RCW 34.05.328.

     The Committee strongly supports a process that makes thoughtful and informed progress towards changes that result in improved energy efficiency in our buildings, wherever practicable. While the Council worked diligently, it is the opinion of the Committee that the Council did not fully develop and consider the economic impacts and costs versus benefits of these significant changes to our Energy Code. Furthermore, it is the opinion of the Committee that the Council and the Legislature need this information to fully evaluate the value, impacts, and consequences of the proposed codes, with due diligence to their respective fiduciary responsibilities, in order to create the best informed public policy.

     As a result, the Committee recommends that the Governor suspend the adoption and implementation of the changes to the Energy Code, Chapter 51-11 WAC, adopted by the Council on November 20, 2009, until such time as a more adequate analysis has been completed and considered by the appropriate bodies.

     For all of the above stated reasons, the Committee objects to the changes to the State Energy Code, Chapter 51-11 WAC, that were adopted by the Council on November 20, 2009, and hereby directs the Code Reviser, pursuant to RCW 34.05.640(4), to publish this Notice of Objection in the Washington State Register and along with any publication in the Washington Administrative Code of changes to Chapter 51-11 WAC that were adopted by the Council in 2009 and filed with the Code Reviser.